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1904 Selva Marina Dr (vault) ADDRESS /903/4--0 `- BUILDING PERMIT NUMBER /4//a INSPECTIONS : FOOTING tO - / ,C17 UNDER SLAB PLUMBING & " ;- 7- 0 7 SLAB Z . 300 • C/7 FRAMING O -a 9 7 COVER-UP Y-/Z- 9 IrrsuLATlcrr - �/ 7 FINAL BUILDING 7/-i6 • ;7 CERTIFICATE OF OCCUPANCY /7-742-- ELECTRICAL PERMIT # fc0 2/V Tp/y/ 9 7 INSPECTIONS ROUGH FINAL if• /d - MECHANICAL PERMIT # /‘.0 0 7? PLUMBING PERMIT # X46 y NOTES : t 3' 0" — 9'-8" — 9'-10" ► — 10'-0" _ 10'-6" 1 I - -\�- - - � f -24- SQL,- � - - - � ") / \ 12" DEP 8" x 8" DEEP r I - — — ! FTG W/2 THICKENED EDGE o I \\ (NP)W =1—#4 CONT. � ■ 24" SQ x 16" 3'-0' —q _ I iD DEEP FOOTING — — r 1 I rW/2 #4 EW _ I`�i � 7 El L — J L—/ 0 C.-1) 38" SQ x DEEP FOOTING 16" r J 1n I W/4 �f 4 Ew i L I \_24" SQ x 16" DEEP FOOTING 2 —6 W/2 #4 EW:co N (.. 1 2,•., F — — — — — — — 71 co 30" SQ x 16" — --- II o DEEP FOOTING I I W 1 #2"EW 3'-8" 4'-6" J I ° �,TYP I L 7'-6" + L.r) __IL.4- IfI A H _' _ I N I _ IN (- J fHICKENED x 8" DEEP I `n - 4CON EDGE I 30" SQ x 16" �" — — 17 DEEP FOOTING I 4 W/3 #4 EW 24" DEEP C\ / FTG W/2 q„ RE #4 EW TYP) In N id,' S I c of C N b lit WIldir 8"x8" DEEP THICKENED C 1. Concrete compressive strenL EDGE W/1 psi (UNO). 4 CONTT.. 2. Concrete compressive siren — — — - - (UNO). 3. All reinforcing steel shall Ix 1 0' 4" TO CF OF 4. All reinforcing steel shall h 16'-3" OPENING corners with o 25" lap. 5. Fibermesh is on occeplot 20_g" 12' 8" 9 8 require WWF, except within 2' of centerline of thicken, require no WWF around per; 4 6. A foundation anchor (mw drilled anchor, etc.) must Ix exterior wall corners and to 7. The foundation anchor sF drawings precludes the need FOUNDATION PLAN anchors on each side of op 8. Masonry stemwoll, Section 1/8" = 1'-0" monolithic footing, Section 1. 0 —43'-0" { 3 4 , ,C3 1 { 2 8 4 4A 2 x 8 SW \__/ I- C3 00 00 00 013 OM I OUBLE STUD DOUBLE STUD cn NDER BEAM 1 UNDER BEAM 1 DOUBLE STUD 3 0 UNDER BEAM 3 C. 4 �T28 �/ E3 ITHRU ��// SPECIAL CONNECTION 4 4 O T36 00 BEAM 1 TO BEAM 3 LU 2—PLY DOUBLE STUD SEMCO THDH210-2 I 1 UNDER BEAM 3 30-16d IN BEAM 3, ' 2X10 12-16d IN BEAM 1. 2—PLY I 1 2X10 C4 4 BEARING WALLS SUBJECT TO GRAVITY LOADS ONLY. PROVIDE STUDS AT 16" 0 11 TRUSSES OC AND DBL TOP PLATE.. NO UPLIFT TO GIRDER HARDWARE REQUIRED. T27 — 2—PLY DOUBLE STUD O 1 OUNDER GIRDER 4 2X10 2X10 T27, 5 of T T5 0 6 ITHRU co I 2—PLY ( 3 4 � 3 T9 C 4 ° O 3.5"x9.5"-1.3E 2X10 0 4 7 ©Tim berStrand LSL `n I UNDER BEAM 2 1 CRIPPLE, 2 KINGS k 00 I 6 2—PLY 2 x 6\ TRIPLE STUD rt t______i r " 0 UNDER BEAM 2 _ I SW f rn cn ° 1 G_ThDA i W r 0 FRAMING PLAN 1/8" = 1,_0. 0 C4 ©© O 131 3 � no r C O SECOND FI FRAMING F 1/8 = i'-o- METAL CONNECTOR (SEE SINGLE CONTINUOUS 2 x 6 TOP PLATE. FASTEN TO HEADER AND SCHEDULE SHEET S-2)(TYP) FIRST TOP PLATE W/2 ROWS 0.148" X 3.0" LONG WIRE NAILS ® 16" OC STAGGERED. GARAGE DOOR HEADER (SEE 1 SCHEDULE SHEET S-2) 14-144 t I ^► I i 411 I I FASTEN ADJACENT 2 x 6 STUDS W/2 DOUBLE STUD SW ROWS 0.148 DIA X END OF SW. 3.0" LONG WIRE NAILS CONNECT STUDS TO 0 8" OC STAGGERED. \ BOTTOM PLATE WITH \` SEMCO 0.148" DIA WITH SEMCO TPP4 WITH 24 - 0.148" DIA X 10-8d COMMONS. 12 IN LONG . 12 IN LS: (TYP OF DOUBLE HEADER D STUD, 12 IN STUDS AT EACH END i S 7/16" OSB ROOF DECK. NAIL 6" OC ON EDGES, 12" OC IN FIELD (UNO) WITH 0.113" DIAMETER X 2.0" LONG WIRE NAILS. TRUSS ANCHOR PER SCHEDULE PRE-ENGINEERED ROOF (SEE SHEET S-2) TRUSS ® 24" OC 1111 II II III.. 41I-----ROCK SHEET ROCK DOUBLE 2 x 4 TOP PLATE. FASTEN W/2 ROWS 0.148" DIA X 3.0" LONG WIRE NAILS 7/11 16" OC STAGGERED (UNO). MIN 24" LAP ® 1 W/MIN 12 0.148" DIA X 3.25" LONG WIRE DIA 7/16" OSB OVER 2 x 4 STUDS NAILS IN LAP.! 6" ® 16" OC. FASTEN OSB W/0.113" /--DIA X 2.0" LONG WIRE NAILS SHEET ROCK SEE FOR 6" OC ON EDGES, 12" OC IN FIELD. SEE SHEARWALL DETAIL SHEET S-2 FOR SHEARWALL NAILING. I jr I 2 x 4 PT BOTTOM PLATE MUD SILL ANCHOR SEE SECTION 1, SHEET S-1 (SEE SCHEDULE, SHEET S-2) FOR BRICK LEDGE DETAIL '._.i 1 f FINISH 6" MINk. GRADE v ,\/ v/Pc ✓/ ��2MN 4\ 6 x 6 - W1.4 x W1.4 WWF S FOOTING TO BEAR ON .`'' 'It\ WATERPROOF BARRIER FIRM UNDISTURBED SOIL 12" 2-#4 CONTINUOUS 7/ CP TYPICAL WALL SECTION 1 DIA 6 3/8" = 1'-O" SD FO VI MET CL CCONNECTOR'S Southeastern Metals Manufacturing Co., inc. ESTIMATED QUANTITIES STOCK NUMBER QTY STOCK NUMBER QTY FA3 THDS26 40 ANCHOR BOLTS 60 THDS26D PUPB25 4 RTPGA824 2 SGP3 RTPGA824T 20 TPP4 350 PCPGA44 2 TPP6 20 C C44 1 SPS4 PAPGA44 0 HDPT1 100 RTPGA836F 7 HCPLR/LL 25 THDH21O-2 1 THIS IS A COURTESY ESTIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE ACCURACY OF THE ESTIMATE. 4„ SHEET NO.: S — 1 8" MIN fv X12"M N /4 4" 6 x 6 - W1.4 x W1.4 WWF Foundation Plan /\..s/ • o o and Sections IN BRICK EXTENSION ION WATERPROOF BARRIER ON FND PLAN b 2- ' CONT FOR b=16" UNDER 1 STORY WALL JOB NO.: C J 0 5 0 1 9 7 3- CONT FOR b=16" UNDER 2 STORY WALL MONOLITHIC FOOTING ECTION ( 1 ) 3/8" = 1'-0" s v oil BUILDER: C. Jones #4 ® 48" - 12" BEND TOP. c� 9" BEND BOTTOM LOT NO.: 3 1 8" CMU (TYP) 6 x 6 - W1.4 x W1.4 WWF -N Sevilla FINISH „„. `r.`, `� .'� 4,.I SUBDIVISION: Garden s GRADE y \`'.�Q� - K/,'* " 8" MIN — �,�l CAST-IN-PLACE __, CONCRETE FOOTING 2-#5 or 3CONTIN000S -`� o FLOOR PLAN: 2232 I o o OPT. EXTENSION FOOTING TO BEAR ON /6" N BRICK LOCATIONS 1' 8" FIRM UNDISTURBED SOIL ON FND PLAN CMU STEMWALL SECTION 2 DESIGNED: WVC 3/8" = 1'-0" — .) 44 ..) . - w" ,"1 REVIEWED: WV C pkoot# CONTINUOUS 4" REVISIONS DATE WATERPROOF BARRIER 6 x 6 - W1.4 x W1.4 WWF :'11 , 1'-4" I8'- BEARING WALL FOOTING SECTION(3 3/6" = 1•-0" DESIGNED FOR 110 MPH WIND 4,. 1 4" . E/VED - - Y _ _ _ a 5 ,,2 6 x 6 - W1.4 x W1.• WWF 78 AY 2 2 1997 WATERPROOF BARRIER 8„ 8„ 4" ,AtIAfltio pMICI ` CURB STEP SECTION CID lg 4R C7ei11* 3/8" = 1'-0 TECHNOLOGY 1-U CONT NOT REQUIRED 6 (904)696-9000 IF USING FI BE RMESH 3th for footings = 2,500 1 p 1VARIES 4" gth for slob = 2,500 psi 8" MIN s ASTM A615 grade 60 �� 'e o 90 degree bend at °4,12" MIN V /�141.A. � 6 x 6 — W1.4 x W1.4 WWF ,.'.j ;�i It getiv and shall not �� ` WATERPROOF BARRIER � edge of f slob and within 6" OPT. EXTENSION `\ section. Stemwolls IN BRICK LOCATIONS b 2- CONT FOR b=12" UNDER 1 STORY WALL 1 ON FND PLAN 3 CONT FOR b=16" UNDER 2 STORY WALL �\ anchor, anchor bolt, aced within 12" of oil GARAGE EXT WALL C B SECTION(/ 5 \\1 �•, i. earing wall ends. \ — — / r�L ,� ,'/• 19 specified n these 3/8" = 1'-0" or additional foundation anings. 2, may be used in lieu of Marren V.Carrigan III 5/1e/97 3.13 PM St UPLIFT CONNECTION SCHEDULE SHEET NO.: S - 2A DETAIL SEMCO QTY-SIZE CONNECTION LOCATION Framing Plan NO. HARDWARE FASTENERS SPACING HDPT1 (or) 8 - 80 1 EA. TRUSS TRUSS TO TOP PLATE O HCPI R/I L 8 - 8d 2 EA. TRUSS 1 2 ROWS 10d 4" STAGGERED 1ST TOP PLATE TO 2ND TOP PLATE FM 4 - 8d 32" BOTTOM PLATE TO SLAB JOB NO.: C J 0 5 019 7 HDPT1 (or) 10 - 10d 1 EA. TRUSS TRUSS TO TOP PLATE O RTPGA824T 24 - 10d 1 EA. TRUSS TPP4 10 - 8d 16" STUD TO TOP AND BOTTOM PLATES FA3 4 - 8d 16" BOTTOM PLATE TO SLAB HCPLR/LL 8-8d+2-10d TOE 2 EA. TRUSS TRUSS TO TOP PLATE O TPP4 10 - 8d 32" STUD TO TOP AND BOTTOM PLATES BUILDER: C. Jones 1/2"x8" AB 2" SO WASHER 48" BOTTOM PLATE TO SLAB O HDPT1 (or) 12 - 8d 2 EA. TRUSS TRUSS TO TOP PLATE } HCPLR/LL 8-8d+2-10d TOE 24" TPP4 10 -88d EVERY MIFULL STUD FUULL STUD TO HEADER BOT PLATES LOT NO.: 3/ 1 TPP4 O HDPT1 12 - 8d 1 EA. TRUSS TRUSS TO TOP PLATE s SPS4 8 - 8d 36" TOP PLATE TO HEADER Sevilla TPP6 10 - 8d EVERY FULL STUD FULL STUD TO TOP AND BOT PLATES PUPB25 14 - 10d 2 EA SIDE OF OPNG BOTTOM PLATE TO SLAB SUBDIVISION: Gardens s O THDS26 (or) 22-100 IN GIRDER 1 EA TRUSS TRUSS TO GIRDER THDS26D 14-10d IN TRUSS O PCPGA44 10 - 10 1 EA. POST TRUSS TO BEAM FLOOR PLAN: 2232 ,7 PCPGA44 18 - lOd 1 EA. POST BEAM TO INTERMEDIATE COLUMN CPC44 32 - 10d 1 EA. POST BEAM TO CORNER COLUMN PAPGA44 12 - 8d 1 EA. POST COLUMN TO SLAB O RTPGA824T 24 - 10d 2 EA GIRDER GIRDER TO TOP PLATE TPP4 10 - 80 EVERY GIRDER STUD GIRDER STUD TO TOP AND BOT PLATES DESIGNED: WV C O1/2"x8" AB(or} 2" 50 WASHER 9 10�"2 RUBOLT 4" S$dWASHER AS SHOWN ON PLAN BOTTOM PLATE TO SLAB 1. CONNECT TOP PLATE TO JACKS 7' LONG OR SHORTER WITH 3-10d TOE NAILS. REVIEWED: WVC 2' CONNECT GABLE TRUSSES TO TOP PLATE WITH RTPGA824 W/12-10d COMMONS 0 48" OC. 3. THE FOLLOWING SUBSTITUTIONS ARE PERMITTED IN THE ABOVE SCHEDULE: FA3 0 32" = 1/2"x8" AB W/2"x2"x1/8" WASHER 0 48" = 5/8 SS TRUBOLT (5-1/8" EMBED) W/2"x2"x1/8• WASHER 0 48• REVISIONS DATE SPS4 0 16" = TPP4 0 32" (GIVEN SAME FASTENER SCHEDULE) 4. 8d = 0.131" DIAMETER X 2.5" LONG WIRE NAIL. 10d = 0.148" DIAMETER X 3.0" LONG WIRE NAIL, 12d = 0.148" DIAMETER X 3.25" LONG NAIL, 16d = 0.162" DIAMETER X 3.5" LONG WIRE NAIL. BEAM AND HEADER SCHEDULE BEAM LENGTH DEPTH WIDTH WIRE ND N0. HEADER FULL NOTES NUMBER (FT) (IN) (IN) STUDS STUDS SYSTEM 42 OPEN DESIGNED FOR 110 MPH WIND 1 16 - - 3.5 2 3 WEB TRUSS HEADER 2-PLY 2x6 WITH 2 2 5.50 3.5 1 2 1/2" PLYWD SPACER 2-PLY 2x6 WITH 3 3 5.50 3.5 1 2 1/2" PLYWD SPACER 2-PLY 2x6 WITH 4 4 5.50 3.5 2 1/2" PLYWD SPACER 4 5 5 5.50 3.5 1 2 1/2LYP2YWD WITH SPACER 2 2-PLY 2x6 WITH 6 6 5.50 3.5 1/2" PLYWD SPACER 2-PLY 2x8 WITH 7 7 7.25 3.5 1 2 1/2" PLYWD SPACER 1 2 2-PLY 2x6 WITH 8 2.67 5.50 3.5 1/2" PLYWD SPACER I' y 1. LENGTH REPRESENTS THE NOMINAL WIDTH OF THE WALL OPENING. CONTRACTOR ACCEPTS RESPONSIBILITY T E C H N O L O G FOR DETERMINING THE ACTUAL LENGTH OF BEAM OR HEADER REQUIRED. (1 r O/)4/1 6'9 6' -9 O O O 2. INTERIOR BEARING WALL OPENINGS REQUIRE ONLY ONE FULL LENGTH STUD AND ONE JACK STUD ON EACH `e7 SIDE OF THE OPENING. 3. EXTERIOR NON-BEARING OPENINGS MAY BE FRAMED ENTIRELY WITH 2x4s. NUMBER OF REQUIRED FULL LENGTH STUDS SHALL SUBSCRIBE TO SCHEDULE ABOVE. USE 2-PLY 2x4 WITH 1/2" SPACER FOR HEADER. LEGEND 4" 1 HEADER/BEAM CALL-OUT(SEE SCHEDULE, THIS SHEET) G O UPLIFT CONNECTION CALL-OUT(SEE SCHEDULE, THIS SHEET) I I HEADER OVER OPENING DESIGNED TO BEAR TRUSS LOAD ‘14 !!:::1111/ 1),OPENING NOT DESIGNED TO BEAR TRUSS LOAD. NO STRUCTURAL \ HEADER REQUIRED OVER THIS OPENING. SW SHEARWALL - PROVISIONS OF DETAIL A, SHEET S-3 GOVERN. Warren V.Carrigan III 6/18/V7 5.15 PY 52 SHEET NO.: I Framing Plan JOB NO.: C J 0 5 019'7 BUILDER: C. Jones LOT NO.: 3/ 1 sw SUBDIVISION: S evill a Gardens FLOOR PLAN: 2232 DESIGNED: WVC REVIEWED: WV C REVISIONS DATE DESIGNED FOR 110 MPH WIND � I 6 Q ' APIXf � TECHNOLOGY (904)696-9000 • J• C M, .,. 4,OOR '• �' • ''� 'LAN kr:). BBO\I \ AP warren V.Carrigan III, Apex Technolo(r b/19/97 B:P7 PM 52B 1 SHEET NO.: S ® 3 Framing Details 2x4 DIAPHRAGM NAILER. JOB NO.: C J 0 5 0 1 FASTEN TO TRUSS BOTTOM CHORQ, WITH 2 ROWS 0.148 DIA X AT 4" OC (TYP). NAILS . BUILDER: C. Jones 7/16" OSB TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD DIAPHRAGM. FASTEN TO TOP PLATE W/2 ROWS 0.148 DIA X 1 .0" LONG WIRE LOT NO.: 3 1 NAILS AT 4" OC. i111MEN_ ��I �� Sevilla ONNECT /6" PL To :x. FASTEN DIAPHRAGM TO 2x4 SUBDIVISION: Gardens 'AB W/5/8" DIA SS �0. NAILER WITH 1 ROW 0.148 EDGE ANCHOR W/MIN FASTEN TOP PLATES TO 'r DIA X 3.0" LONG WIRE NAILS -1/4" EMBEDMENT AND l AT 4" OC (TYP BOTH HAILERS) ' S x 1 4' WASHER. EACH —OTHER 4WITH DIA X ROWS s1 SHEET ROCK (TYP) FLOOR PLAN: 2232 LONG WIRE NAILS BETWEEN EACH STUD. 7/16" OSB ATTACHED TO 2x4 STUDS AT 16" OC. FASTEN WITH MIN 0.131" DIAMETER X 2.5" LONG WIRE NAILS AT 3" OC ON EDGE, 12" OC IN FIELD. DESIGNED: WVC ; 1-A ALTERNATE INTERIOR 3 C REVIEWED: WV C TAIL A SHEARWALL FRAMING 3/8" = 0-0" NOTE: THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS "ENED TO 2x4 STUDS SPACED AT 16" WHERE THE SHEARWALL RUNS PARALLEL TO THE TRUSSES. THIS IS REVISIONS DATE AT 3" OC ON EDGES, 12" OC IN FIELD. AN ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. .LS. IWN AS SUCH ON THE FRAMING PLAN, THE 3HEARWALL ANALYSIS. PROVIDE SHEARWALL AL ANCHORAGE IS REQUIRED EACH SIDE .LAN. PROVIDE ONLY THE ANCHORAGE BLOCK SHEETING 2x4 SYP OUTRIGGER EDGES WITHIN 4' AT 24" ON CENTER. DESIGNED FOR 110 MPH WIND BRACE SYP LATERAL OF GABLE TRUSS CLIP TO GABLE TOP BRACE 1 48". CHORD WITH SEMCO 2 — LONG DIA X HCPLL W/8 — 0.131" 7/16" OSB 3.5" LONG WIRE NAILS DIA x 2.5" LONG ill / THROUGH BRACE INTO WIRE NAILS 7 EACH TRUSS TOP CHORD CLIP OF LATERAL ENO GABLE TOP BRACE TO GABLE TOP CHORD CHORD WITH 2 — SEMCO 2x4 L—BRACE ON HCPLL — 8 •=LE VERTS AS APEX 0.131" DIA # SPECIFIED BY TRUSS X 2.5" LONG MANUFACTURER. WIRE NAILS CLIP END GABLE TRUSS T C N a O OF LATERAL BRACE TO BOT (904)696-9000 GABLE CHORD WITH 2 — SEMCO HCPLL — 8 _li 0.131" DIA GABLE BOT .�T X 2.5" LONG WIRE NAILS CHORD " 2x4x8 SYP LATERAL STUD WALL. FOR BRACE 1 48". STRAPPING INFO N AB=• I 2 — 0.162' DIA X FOR STUD WALL 3.5"R UGHC WIRE NAILS AND GABLE TO \ r , THROUGH BRACE INTO TOP PLATE. SEE EACH TRUSS TOP CHORD FRAMING PLAN. GABLE END BRACING DETAIL (----FT- • 3/8" = 1.--0" Warren V. Carrlaan III 5/18/97 3:09 PY 51 SHEET NO.: s — 4 Sections and 7/16" OSB ROOF DECK. NAIL 6" OC Details ON EDGES, 12" OC IN FIELD (UNO) WITH 0.113" DIAMETER X 2.0" F (��y LONG WIRE NAILS. JOB NO.: C J 0 5 01 ay TRUSS ANCHOR PER PRE—ENGINEERED ROOF SCHEDULE ON SHEET S-2. TRUSS 24" OC BUILDER: C. Jones SHEET ROCK LOT NO.: 3/ 1 DOUBLE 2 x 4 TOP PLATE. FASTEN W/2 ROWS 0.148" DIA X 3.0" LONG WIRE NAILS 16" OC STAGGERED (UNO). MIN 24" LAP Sevilla 3" OSB OVER 2 x 4 STUDS W/MIN 12 — 0.148" DIA X 3.0" LONG WIRE SUBDIVISION: 5" OC. FASTEN OSB W/0.1 13" NAILS IN LAP. TOP PLATES TO STUD Gardens X 2.0" LONG WIRE NAILS PER SCHEDULE ON SHEET 5-2. )C ON EDGES, 12" OC IN FIELD. jr SHEARWALL DETAIL SHEET S-2 FLOOR PLAN: 2232 SHEARWALL NAILING. SHEET ROCK 2 x 4 2C-7'.'.! 7.1.7: FASTEN TO DESIGNED: W V C BANDBOARD WITH 0.148" DIA X 3.0" LONG WIRE NAILS: 3" OC IN DESIGNATED 2nd FLOOR SW SECTIONS. 12" OC ELSEWHERE. REVIEWED: WVC 3/4" T&G PLYWD li FLOOR TRUSS OR I—JOISTS REVISIONS DATE i∎.i TIE 2nd FLOOR STUDS TO 1st FLOOR STUDS WITH SEMCO RTPGA836 W/16 0.148' DIA X 3.0" LONG WIRE NAILS. SPACE STRAPS 32" OC. DOUBLE 2 x 4 TOP PLATE. FASTEN W/2 ROWS 0.148" DIA X 3.0" LONG WIRE NAILS DESIGNED FOR 110 MPH WIND 16" OC STAGGERED (UNO). MIN 24" LAP 5" 058 OVER 2 x 4 STUDS W/MIN 12 — 0.148" DIA X 3.0" LONG WIRE 6" OC. FASTEN OSB W/0.113" NAILS IN LAP. X 2.0" LONG WIRE NAILS DC ON EDGES, 12" OC IN FIELD. ' 11111 SHEARWALL DETAIL SHEET S-2 7 SHEARWALL NAILING. APEX TECHNOLOGY 2 x 4 PT BOTTOM PLATE FOUNDATION ANCHOR PER (9 0 4)6 9 6—9 0 0 0 CONNECT TO STUDS PER SCHEDULE ON SHEET S-2, SCHEDULE ON SHEET S-2. 4 \• .� 1 FINISH 8" MIN / \�"ti/W/�`` 7' GRADE v�. • ' �� ° ��y. 6 x 6 — W1.4 x W1.4 WWF 12 �((MIN , G ��E �� \ WATERPROOF BARRIER k N _ 3 I FOOTING TO BEAR ON ` FIRM UNDISTURBED SOIL I 16 3—#4 CONTINUOUS A TWO-STORY 6 ,� TYPICAL WALL SECTION � .j!: , -. 3/8" = 1.-0" �• Uarr+n V.Grrisen 15 6/18/97 3:16 P11 S4 _ -,:\ y� � gp \ o aV o Vii. Ir� ,O 90 9F �9 2 a 4, 'S` °i 9 0 ss�9°" ` p 0 o�J S, �o, O�19/'s of t,� fp(9,e p Jc / � A O �, { f O v,v Q � >f2< c9 o 6 7 o q f ■ ��94 O � O ysAOo � O� 9°`ti l'0 V q 9j '4 4.hGs . . 4' O y, 0 c y "0 9 Oa odi c co ° ti 6d /C"? ,,s T 4,16> 9� �d ' O� ° d6°ba a e40 .k °�o 00' \ 14611110=11.11117AMINIMMMIMEINS .i11111111 Z ■ RECE/VED MAY 2 2 1997 ` 16'-11.56" , 43'-0.00" y 18'-0.31" z City of Atlantic Beach' Building &A ZmnIng 7.5' J.E.A. DRAINAGE , EASEMENT 78.00' .t 10, E " _______) B.R.L. 1 1 ;,, „sr- , 0 1 10' M 10' 11 2232 5(2. FT. B.R.L. B R.L. C LIVING) JQNI 5 ) . a — I2 5It��NC� M o ih 20' 18'—Q.31" • B.R.L. 16 CONC. 5'x10' ` DRIVE J.E.A. N 7.5' J.E.A. , l EASEMENT •r ' EASEMENT 80.00' FLARE TO 22', 5" THICK 444)4v SELVA MARINA DRIVZkIE 5 iek) . 01 4,, .;),,, J folo %Lc , .1 , ,,,-,0, 0 6,, Ai ,. or iy , ,,, ,. , „ , t‘ ,,,,,..As) ,,qI■ \ f p7, AF ,.,, ,3,-.\\ c)3 ) L (1) ct,A, s CUSTOM PLANS BY MEHM 1010 PARK STREET SUITE B, JACKSONVILLE, FL (904) 356-2020 DALE: /v.,c2_11_ 2s 1,:5-7 JOB NO.. . t�•- ,�� SUBDIVISION: ..- )_61- * 3 SJ -v \ --)--A, ' - SCALE: - ,, PLAN NO.:• )-_ (,,D \-\--* v1 .-_ `/ )uV P\L- L.o v C`t) oa e emsit i�h•�I � \f � t i % `` , 7 fie-y =.11 � % -�.•f ." C � NI)/ � � � 7�i ;!s�� • � ° ...... . � I e ell` °'A i. ( rttiianqj ��Terttftcate of I,, (�it of ° i i— + loriatt '��' 104° i° �tlttntic Ti3 adi o �� Deportment of +,wilding �nopettion 1 requirements of Section 103.8 of the Southern Standard /244 e\o This Certificate issued pursuant to the requ � � compliance with the a�� that at the time of issuance this structure was in comp °�, 5 °��.^ Building Code certifying e V n'�'° ` ° various ordinances regulating building construction or use. For the following. ° 14101 \° ° o;"!e Sin:le Famil Residence Bldg.Permit No. �,`�'o Use Classification Atlantic Beach ° °1 Pi ° me Type Construction ____51-- Fire District ° `��° ° i° Group 273 Ma nolia Street � Owner of Building Car01 n Jones Address Atlantic Beach, FL 32233 I J�°)��' 1904 Selva Marina D uty 1r.'[L�'� ; ec;�;9 Address DON C FORD ,�'�° w Date: �\� e Building Official ° e��, POST IN A CONSPICUOUS PLACE o l,PP. o CITY OF , erc#4`62I - '� D � Office of Building Official /504 V / REQUEST FOR INSPECTION / l / -9 Permit No. Date Time a , � Received • = / �fl Jot Locality _ . Owner's ' Contract. ��K--' MECHANICAL Name —_' ELEf ' CONCRETE � �' Ti i . / Ti •oug Air • • — Rough Wirin. Top Out Ti Heating Footing Pole ❑ Framing C Slab Ti Temp E. ❑ Fire Place Re Roofing Final O Sewer Pre Fab Insulation Ti Lintel READY FOR INSPECTION < A.M. Tues. Wed. Thurs. Friday------ • Mon. A.M. .7 P.M. Inspection Made — Final Inspectio J Inspector � i� Certificate of Occupanc CITY OF C// 9$ 2 ecc itic is Office of Building Offic REQUEST FOR INSPECTION S E Permit No. t 3 .2 P» Date �al0 Time /1;3 c) J \ U Received , L ,.• Locality Job Addr / /J Owner's ontractor —//�/`/�'2-7 h41,- Name BUI( /LONcREE ELECTRI ❑ • g ❑ Roug ❑ • ond. & ❑ Re Roofing ❑ Footing Top Out ❑ Heating Re Roofing ❑ Slab ❑ Temp Pole LI Sewer ❑ Fire Place ❑ Insulation ❑ Lintel E. Final Pre Fab READY FOR INSPECTIOdso A.M. Mon. Tues. Wed. Friday P.M. Inspection Made �� Final In Inspector _, e • •te of Occupancy ❑ Date �c C 6644- MN-1 712��.S Fo 2 M Ej "D /ti K- 7 -,- cry-��1 CITY OF UN,O F_ 2C_00.20 C7A-9 Office of Building Official g REQUEST FOR INSPECTION / �� Date /--- .,2 -` -3 6 7 c Time r� Permit No. /� 3 Received / Co C� /y 96 , ice . �o� AMOS Job Ad. ess Owner's ollity Owner's ^� _ ic,?/ C.CD1,C/ll Sal •ntractor BUILDIN CONCRETE ng ❑ Footing ❑ ._ . . �-`gh BIND'— MECHANIC •Re Roofing ❑ Slab ❑ Temp Pole .. ❑ Tough ❑ _. ❑ Insulation ❑ Lintel ❑ Final r P Out ❑ Heating Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday 13I Inspection Made P.M.PM. Inspector Final In ertificate of Occup ncy ❑ , Date BUILDING, PLANNING AN D ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET 11/7/97 Date Requested: Jones Building Contractor: Carolyn Building Permit Number' 14101 1904 Selva Marina Drive Address: Sevilla Gardens tion: Lot 3, Legal Descrip completed property have been of the permit and is certified to be Improvements to the he above rmssof the Imp with the in accordance ancy as ready for occup sin le family required as built Lowest Floor Elevation: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY na Fire 11/6/97 11/7/97 JD Public Works Planning --14-7/22—/ Building 11/7/97 /l-/ FLOODPLAIN DEVELOPMENT INFORMATION Location:: Lr-r 3 5 Ey ii�� .�� o .1,tS )U Type of Development: '9 0 0 Flood Zone: X Required Lowest Floor Elevation: 1' S If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date "1(1 Applicant's Signature C Department Use: Required Lowest Floor Elevation g. 5� As Built Lowest Floor Elevation Survey Filed with Building Department C/ Building Department Represe tative f MAP.SHOWING BOUNDARY SURVEY OF LOT 3 SCvII LI_A ARD�ti.15 U N l-- ON 1✓ AS RECORDED IN PLAT BOOK �-J PAGES 'I (oA OF THE CURRENT PUBLIC RECORDS OF 1 J4L_ COUNTY, FLORIDA. Carolyn Rose Jones;Stewart Title of Jacksonville, Inc.; CERTIFIED i0 Watson & Osborne, P.A. RECEIVED i ; , , , � , i , ; , , � . : , . , ; ; } �,►�+ 7.197 r � 1 City of Atlantic ;Beach S 'ng and Zoning ; • EL.VA MARINA DRI\i • FORMETZLY OLD SI-1E242.`-r DRIVE ^- 100 . 12/W) I I , i i l (8.30)IQ I • r 6••s5 R. 14314.79' Fouou V t.r. • 9' .4 = OI° 37'4Z• , Arm �`�°"�� S. 12°4 e' O9"E. sD•CX�( ) li•BA,/ i_________--v-------n-rrn . FoUAtD I/2 t.P. 12260'(A,�) I I 7. S ''.•••_1, G.,4 . e-4 5 EM eNT oul2.0e0 10'110• J,e.A• 7/I - 1 . v COf`1. 21 0 EAS-er1EN f• 'd: to/ TRANSFORMER ? N : DRIVE On-) GDKk . PAP •Ia' 41 • P N• 7'1�.9 M O 20,9 3cor�c • it 11 p • wat K 13"SG r GARAGE .0 aN A/6 N \ 1'"SG W PAD 1.8x1.8• Cowr.N k`--k- - t- •N j I. ", 122' " '/COVE 2E0 T1t1= _0 5 3 ? EtJT2Y • il 9.c,' N LOT A , 1. , LO T � 2 FEI+c.-E 2-STORY -� O ¢ SIl O - o 1•39_ 1904 0 TREE LEG•E►JO w Fin. Floor E.lev. ...(9.95) 2 13.5 5lrpot I TYPE P = PALM 2 V, Ilo r S6= SWEETGVM I 15.8 � v 7' by• 9,8' ' . • 14 'OAK- C''U R. P 71� PATIV — /IO � IS PRAIrJAG� �ASEMeNT .N •♦`SPRit4 1_2R 1` «A i FOUND I/ I.P. t FOUIJ O '/2 I.r- ' 1 Z N, (2° OS.0&..� 78, DO rJ� 4144 I 1 t , N� a144 _ -- I I f • NO Er-Kt3ER-4, 1997 = FI►JAL- House Stakeout, (51897) F.8.760 :77 June 16, 1997 UNLESS IT BEARS FTHE ISSI IGNATlU1RENAANDPTHE EOORIGINAL RAISED SSEAL EAL OOF FLA➢FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAIIING,SKETCH, IS I. ilearvgs are based on 1A-)L- 141 W I-I OE 5 eL-V A M AW-11 JA D121(✓ LEGEND DATE MAY 9, 1990 T^ 00 v)DA RV `1-R t I O 'r"' " SCALE i " 7, This is a oo x-x uro�cr frAcr JOB No. 4301 4 3 Elevations shown thus Datum f refer to US. C seal and GeowN tK Survey Lin t�/Mrs tana! O �p�rs•t�B '��,fir/ JO y`aS By &-p Verftt ly of property shorn thereon lies within Zones, vlTi/Gcl;R.1�[LX t.e..JYZ•• SS I.as shown Gto t imp only, as shorn on the Federal Emergency Management Agency CF.EKA.), National Flood Insurance • ��/�S PIPE'�� Page gr y !20075 - foe=S pp1FQ Comp. File Program Flood Insurance Rat Nap lF.l.R.hfJ Community-Panel Pane! Aknbrr o00(P hMI Rev thewhet - 4117 09 p A. R d ASSOCIATES 5 Lh/rss otherwise noted any portion of the parcel that may be deemed as ✓r hands by State or Governmental A'encle. has not been determined and any liability resulting PROFESSIONAL LAND SURVEYORS therefrom ha /snot tr rionS f05 of is c oRecord e P O SSION L A SUITE SURVEYORS Fax l5i?II 72I-37JB 6 There may be Restrictions pons cr Easements of Record tv/aWrcrd by title examination that JACKSONVILLE BL FLLIPIA'1 322I6 Tr/e (904) 721-5756 have not been shown hereon AB51R£VIATlQ'Kf THAT MY BE USED IN THIS SLRV£Y t Aissrutoriv•cenINITION PCP A VMT16V DEFINITION en t C Control Icrnsed Busnrss TVS is Tn oldies 7701 THIS.atrvrr tt A Tate ACTetS£MTA Tat'°r AM Permanent Canted Pods L•B tered Land Surveyor FIELD:dewy,,N[C owe m'ALr�t1r✓lt ANI~ vm/The AS LVnd+CO ANa 57#1N tial W it aPm 1 PBC. Point of Curvature Monument j R.L.S. Jaacksonvlle Electric Authority Q'tvl y� 4p M xS pas.. Point of Curvature i ,4/C Air Connt (he.eriy PROFFSSJOyAl low There Asr�Y+nuT1 a7IIL IPTVIt m P.0 Point of Curvature A/C Air Concitioner Many.V i7HA7.T14rIM Al faEx PC Point of Tangency r CAT.V Cable Television ♦� P.T. Point of ev rse Overhead Lines Val P.R.C. Pant of Reverse Curvature ( ( Field Measured ♦ �, ,! �l `i 6.: R/V Point of lntersecix» Radus equals b,V t 8...•' 'Iivi.:4. rue R ht of Vay R� .1 D.SOW•N, • �•REGISTERED Vol. Po fd KiRecords Voltw+r 1 CZ= Arc tenth NAls /OAJAT' 55 9 Lhovd Starhp s D/staxe "gals LAN, SURVEYOR CERTIFICATE Na rF6�Y> I Ar/to or C�otral Angle equals p Baking Restriction Line SIP. Iron Floe 'L' Easement Conc. Concrete sat _ .- CITY OF >� & - 9e 800 SEMIINOLE ROAD A ATLANTIC BEACH.FLORIDA 32233-5445 �� "' - ---- TELEPHONE(904)247-5800 �+ FAX(904)247-5805 ' dr. ; NOTICE TO: Water Department FROM: Building Department DATE: / / - 1a- -(7-' Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address (� _, /�j'o� / I 51 _,1 `' ,. • ely, c 4.2- 4/74. - Building Department A II ■ • . , DATE// r ‘ 1 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORIT'i 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : /S-0‘7'Y / 9 0-1 - -- a-1.4.,,L - 9 .1j4-z-L-'-' Enclosed are the blue copies of the permits. 7"----- !!" SI ELY, atj-. 4L4.,4%, BUILDING INSPECTION DIVISION cc: FILE ` ,' CITY OF 4d ltc /3 tt .- `O A ! Office of Building Official (y', REQUEST FOR INSPECTION Date ` �?! ? Permit No. / C//0/ Time / A M Received , P.M. _ 90 ,/ 17 ga r-.{,.ic I 1_d *dre s L Locali 4' Owner's , Name .e Contract. dt. ' BUILDI CONCRETE ELECTRICAL/ PLUMBING MECHANICAL Footing = Rough Wiring Rough — Air Cond. & Re Roofing Slab Temp Pole . Top Out Heating Insulation Lintel — Final — Sewer Fire Place Pre Fab READY FOR INSPECTION Z A.M. Mon. �T+ues. Wed. Tf- Friday rm D — Z 1 -� 7 _ A.M. Inspection. MadF PM. Inspector Final Inspection ._ Certificate of Occupancy I Date _ TRANSMITTAL DOCUMENT FOR JEA DATE: f - l k_ 7 The following permits have passed "rough" inspection: Permit No. Address / cU s ate/ fli /9 t Cam'/, .!+'.,�.1..�!_ Eylimbccses14>amexxxamx:(JaktieD)xxxopi:escxzcafx>ddte>opecrxebtisc. Please update your records accordingly. - ThanW'you,' ' 1I LDI NG CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA c.L V Approved by APPLICATION FOR ELECTRICAL PERMIT � TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_, _ / 191 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,,,o01.1.1/ ( , I ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME_?" )(> .��Y h ADDRESS: •I LID 4 Se I■ !YIoG. ►'_RFD BOX BLDG.SIZE 2 23 BETWEEN:�etYG YI(1alSeVnto G,,Kit s RES. (-/r- APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW VI-- OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. 2236- g SERVICE: NEW 1./( INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE 4-0 AMPS WO COPPER ( )_ ALUM. ("- SWITCH OR BREAKER 26)0 AMPS i PH 3 W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED _ OPEN - TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES , BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT ' I 3-}t›-.) 43 0.1 1 - OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES -__ aled Aouednoop to aleogl uoiloadsul leuld 7 ` Joloadsul OW 0 apeiN uogoadsul 0 Aepud •sJnyl •paM 'sang •uoW NOLLO3dSNI EOd AOV3H qed aid aoeld ailj JOMOS ;] IEUld lawn uogelnsul 6ulleaH ) lnp dol alod dwal geIS n 6ugoolj alj g6no/ 6uuM 6n% J 6ugood 6 ei Alt ilICZMiliiiliWap —�� 13313 313dONOO ,! JNIOlif9 Ice- s -I aweN s,JauMp alk s� go lip �X6, iTJ ` 06, \ W d panlaoad / •IMV ewll CI g& /6/ o. !Wied alea e.L..Q_r/ L I / ".' /23 71' O NOIl9 SNI IO3 /S311O3a I .OIJ4 6ulplin8 40 a31140 /,,� ff °771#77t4 JO X1110 1 CITY F ATLANTIC B RECEI V O C EACH ED TREE REMOVAL APPLICATION APR 2 9 1997 City of Atlantic Beach All .•• i ato s I u .e r- :ive• • • t e • • • Bui di .• 14 ing• meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. CAcToL r _lor�� ? y' �ELI� ,1)i. .Ab. ')4�- (2U APPLICANT N ME ADDRESS I TELEPHONE 2. \ at 3 3EvILL,& (; M<, Omit' OKIrj ��i i,& tt& Inu. ADDRESSOR LEGAL DESCRIPTION OF PROPOS:D TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: NEW CD i5T 1V71✓TIOI�I CE ix t _ r: 3 t: I,17ENCE 4 SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 3 v.!r`.E,T 1 IAA P LE. \ sti 5. TOTAL NUMBER OF TREES TO BE REMOVED: rl 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: cQD Q 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8 ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ 1" I) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE - BY RED SURVEYORS RIBBON. (F)11,1\-) 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. Cc\ReuN) 11 . INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 1 Gr 4 APPLICANTS SI NAT RE DATE (10 Oeil OWNERS SIGN URE DATE APPROVED TREE CONSERVATION BOARD CHAIRMAN DATE CITY OF /*al(tic Veda - '1 Gytudet PROPERTY DESCRIPTION RECEI032233-5445 TELEPHONE(904)247-5100 Lot # ,9 , Block # , Section # MAY 2 2F 04)247-SNS Subdivision: of-• "-'-,,h. 1,Df�UF�jS City of Street Name '1 7 BuildingDESAtlantic Beach CRIPTION OF WORK or Address : Dt'' . t' {2 M1):. 3t.NC If in a FLOOD HAZARD Flood Zone: A area complete page 3 . Brief Description ' CO ; .''< ^•r l} 2 -s z0e`f 11.1c FAM1Li Cla of (Wor : (New/ Remodel/Addition: gEvi ZONING INFORMATION Type of Construction: rrp),Snl • Zoning 15l Proposed District : ' Op Use: std\-P. qrnA Estimated Value $ <<oC,ao 0 Exceptions or Variances Materials: u.)c)c' Granted: 1.10 L1LE Solid or Filled � Ground: Roof : /�`,ftk AL; Method of Heating: AIL- A“2 NEAT TEMP OWNER INFORMATION Property Owner : 1��i�L r� . AN S Phone: (y - 04c3 Mailing Address � 13 \,s0L∎ e '� Zip: ,3QQ.X3 CONTRACTOR INFORMATION Contractor: C� .146QOL,it . Phone: Q6k6 " Cot.)4 Mailing Address : 1.) co.toLk.A :SA ,L C 4 t )F L Z i p: Q a Expiration License Number : Q.e�-c_t �ric1{1 Date: ) 75T ;31 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNCW 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 VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES . REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING CF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 9 G Owner Signature ILeN- * Cou-a) Date 6-.23- 91 7 / Contractor Signature � I/�CDk V K�.�J� Date 6-( -3-1/ __ PSR-3844 1 5 3 81 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- PERMIT INFORMATIOD - LOCATION INFORMATION --- Permit Number: 153€81 Address : 1904 SELVA MARINA DRIVE Permit Type :UTILITIES ATLANTIC BEACH , FLORIDA 32233 :lass of Work:NEW --------- LEGAL DESCRIPTION - Constr . Type:WOOD FRAME Block: Lot : 3 Twp: Proposed Use: SINGLE FAMILY Section: 0 Subd: Rnq' Dwellings : 1 Subdivision: SEVILLA GARDENS Est . Value : 0 . 00 Improv . Cost : 0 . 00 Total Fees : 25. 00 Amount Paid: 25 . 00 Date r . -i ' '" - Desc . _ STEM ----- - --_ OWNER INFORMATICN --- - • - -- APPLICATION FEES -- S PERMIT 25 . E Name : CAROLYN P . JONES Addr ' 2-' _ MAGNOLIA STREET ATLANTIC BEACH FLORIDA 3 Phone: 904 ) 245-6.04 7, ------- -- CONTRACTOR INFORMATION ----- • Name : D S F IRRIGATION Addy:: 13806 SPANISH MARSH TRAIL JACKSONVILLE . FLORIDA 32225 Lic :. I-51 Exp: / / n p. NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN IMPROVEMENTS." IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIONgFOR 14 VIOLATION OF APPLICABLE PROVISIONS OF LAW. .00 CHECKS 92@ 081 @n03221020 ATLANTIC BEACH BUILDING DEPARTMENT By: 1 . CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING.7 PERMIT � JOB LOCATION: ,© `p—\2A MA-rinok D r` OWNER OF PROPERTY: RCGE_ Cc tA -\7_P- PLUMBING CONTRACTOR: Tfi2 S �-��6&T1 CAI CONTRACTOR'S ADDRESS: ‘3 Wpb S pPt n k r /'t' Dh fra STATE LICENSE NUMBER: St TELEPHONE: HOW MA11Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.0 SIGNATURE OF OWNER: Vi4'`giya SIGNATURE OF CONTRACTOR: .�!:�C� ,- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. rCr-TraIWZMIZZ-=131G--1,,,...:..-.312F MIIIIITOWE,..1,-.7/0=f7=1"•J•ax,..,,..u.a-an.....sscr---rcreso,..-xt----sx--ag=rovr'sm=-,maceragreaspimoMINMI7 11 , .Z" • • » 18'-0.31" 16'-11.56" 43 0.00" / 7.5' J.E.A. DRAINAGE EASEMENT 78.00' 10' rB.R.L. -..,; 0; I M r. r I" O I 10' "' 10 22152 SQ. t-r. B.R.L. B.R.L. C LIVING) JON�5 ID � o o RV5It7 NG� M ° I il 20' 18'-0.31" � r7 I B.RL. 1\-16' 5'x10' 1D CONC. J.E.A. DRIVE II EASEMENT N 7.5' J.E.A. l___.______} EASEMENT 80.00' FLARE TO i� 22', 5" THICK DRIVE MARINA SELVA RECEIVED I , I APR 2 8 1997 City of Atlantic Beach Building and Zoning i CUSTOM Pi ANS BY MEHM 1010 PARK STREET SUITE B, JACKSONVILLE, FL (904) 356-202 SUBDIVISION: _ /� , ^ n 1011111E1 ManneM OIN:=1 0‘6-116 20:72162-DATE: ipL2IL. 2S 1 -7 JOB NO.: a t-�-_ � —O� * cgv \L- _ _'` ',2_0F,)-> -J ll PLAN NO.: �t� \� 0�� V(XL. CO SCALE: , - c i� 1 IA JJ14..0.7 t.N.nJ l •J✓Jro7 i✓,yl�]] +c4.! uo✓/ 6'% +u7 0A'Ia'-4s4d' 040A' /d/9 04°-1-D W 31Yx.7/�l/Jo.A7 2 ,,(3AJ2S ON✓7 s1onb, J/�Y /0,1!.,...2 o,lKl -U07 J6od Y1d 03y3lS/93Y'Zd.,b al� O. 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I i t i 1 t t j } } , • , . ,6L•'b10Z •'?3 , 1 } 1 t w ; 111 : 1 j111 ! , # . ; 1 --- 71 r - , � . . . . . . - }� ; 1 1 , - 1 • (r-vi/Zi , oo1 -� �RI-da 2HS a-10 t,-��w�o. . „ , )5 PAK Nd 1 i ■ S("NrC�' fl rvr�-a O n 01 0313 Al 'V01H013 'AINf103 — - -j 30 S0H033H 0118ld 1N3HHf10 3H1 30 f/� '01 S39Vd Cam- ' )1008 1V1d NI 0301:1033H SV NO i 1 (v n s(y T.(i i v V- n l,n3 s :O A3A1`lt1S AtIvaN1103 ONIMOHS dVW PSR-3844 15077 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ------ PERMIT INFORMATION --- -_ _ - _ - LOCATION INFORMATION Permit Number : 15077 Address : 1904 SELVA MARINA DRIVE Permit Type:MECHANICAL ATLANTIC BEACH, FLORIDA 32233 :'lass of Work:NEW LEGAL DESCRIPTION Constr . Type:WOOD FRAME Block: Lot : 3 Twp: Proposed Use: SINGLE FAMILY Section : 0 Subd: Rng : Dwellings : 1 Subdivision: SEVILLA GARDENS Est . Value: 0 . 00 Improv . Cost : 0 . 00 Total Fees ! 51 . 00 Amount 51 .00 DatP W HEAT 'r:WNER INFORMATION ----- ---- - - -- APPLICATION FEES ---------- Name: CAROLYN R . JONES _ R MI T cI nr Addr : 2173 MAGNOLIA STREET ATLANTIC BEACH , FLORIDA 32233 Phone: 904 )245-6043 ------ CONTRACTOR INFORMATION - - game : AIR ENGINEERS INC . Addr : 10947 BEACH BLVD JAX.FL . 32246 Li c : MBAR-634 Exp Tyne NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCA��O1 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 8/11/97 01 Receipt: 100771185 CHECKS ei/V3 00100003221000 ATLANTIC EACH BUILDING DEPARTMENT --- By: i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 1/111 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT --- Applicant to complete all items in sections I, II, Ill, and IV. LOCATION S►rest Address: \boy IF Int.rtactin, Strssts: WILDING Sub•diritiea II. IDENTIFICATION — To be completed by all applicants. In cont;derstion of permit 9;..n for doing the work as described in the above statement we hereby ogres to perform said wort in accordance with the attac►od plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordi.ancet and standards of good pract.ca listed therein. New. .l Mechanical Centreet.n CeaM.ae► (Print) � (� V1f■iL Mast** � • Nome .l hpar (� r� C . ty Owner J\Cbc:r(z) Siga.tere ef.Owner Signature el Artb.ris.d Agent Architect at Engineer • III. GENERAL INFORMATION A. Type.f heating feel: B. 15 OTMER CONSTRUCTION SEISM DONE ON Ereectric MIS BUILDING OR SITE? O Gad—O LP ❑ Netser., ❑ Casttnl Utitlly IF VU GIVE NUMSER OF CONSTRUCTION Q 00 PERMIT Q Other — Specify IV. MIIKNANICAL EM MEN? TO EE INSTALLED NATURE Of WORK (P.s.ida c.mpiet.tvit.f e.mpaa.ah.a bed.1 Ws Iwo) -a- Residential or 0 Commercial p/M..t O Spec* 0 Recessed 13 Cweta' O Re.. ❑" New Building p--A'.C.a4.t;..ia,t 0 R..sts 0 Cealrel ❑ Existing Building D O cs Sy.t.w: Materiel 0 Replacement of sideline system ❑ New Installation(No*Went pwtowfy Idsaiwwn capacity \1/4"\00 she. NnstaIlsd O R.frig.s.ti.. O Externe n or add-on to existing system O •+Mg *vet: Capacity 9411.110- ❑ Other —Specify C. Q See eprinllen: Nwmb.r eI h..d. _ (] Ei.wtetr 0 Irlealat 0 Es..I.ter (weber) MS !►ACS POI OPP= WI CORY Q Cesium ps (swmber) (Rees Bed) O Ts'+' (tattwb.r) ReatMe Q LAC osere;er • (aemhw) O Weed peewee vow O 1. . Perm* Approved by, saes O O•ber — SpecHp Permit pas. Lief' ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT • Number Malta Dsseut$i N Mold Nta bi d r1 HEATING - FURNACES, BOILERS, FIREPLACES Mealier ber liana Daserfptisa Mad limber Ilmstitabsser l>fl'V j .,, TANKS liar Many Nominal Capacity 7 Ugd4 Nora of Se 3y= sad DMwr Scala �out+l�keE Yarlsetwor No. 1 gt.ANize CITY OF ATLANTIC BEACH FACSIMILE TRANSMISSION TO FOLLOW .r t'rt • I Ipp At 0R0 C7 TO: D- E 4 FAX # 6 3 - -7 3 7 2_ FROM: G PAGES TO FOLLOW: DATE: 6 - a 7 -9 7 MESSAGE: 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5877 •e Jc, CITY OF 1 G l Atia4.14c Be.ach-qlrytiela Office of Building Official REQUEST FOR INSPECTION i � �tdl / 7 —9 Permit No. Date-41_7 "— A.M. Time PM. Received /_.—��---- — < �� - A •,�� ' I` Locality Job Address C�T?—e--g1 —" Owner's i _Contractor Na IL �! MECHANICAL ELECTRICAL PLUMBING BUILDING Rough LT. Air Cond. & IT Footing A< Rough Wiring L! g Heating Framing ❑ Temp Pole ❑ Top Out ❑ Slab � ❑ Fire Place �' Insulation Roofing n Final Sewer Pre Fab Insulation ❑ Lintel READY FOR INSPECTION Thurs. Friday___---- Mon. T `ues. /P 9 P.M.A.M. Inspection Made // Final Inspection JO�� / �. --------------------- Insprictor-__ -- Certificate of Occupancy D.-le - v CITY OF C yk< 4114441k Beacit-410,ada Office of Building Official REQUEST FOR INSPECTION Permit No. Date—_____w___________. -----+�—///��- 7_-- :i Time �� / - Received Locality Job Ad ress Contractor �•� ' �� Owner's _ PLUMBING MECHANICAL Name ELECTRIC L ❑ Air Cond. I CO BETE C, Rough ❑ Heating 0 BUILDING ❑ Rough Wiring ❑ Top Out D Footing Pole ❑ Fire Place D Temp ❑ Sewer Pre Fab & 0 Framing ❑ Slab 0 Final Re Roofing ❑ Lintel Insulation READY FOR INSPECTION riday„ ?ti N' Thurs. 11:1 - ` Wedgy �...x Tues. / A.M. 4r " I, Mon. G6lv "2" y)�a-�'�""--P.M. j� fi �-' . �' as{'�- /^ ° / / �! 7 Final Inspectio t.,t-'-'.:-.)' ,� ka3 p� - Inspection Made --- (�\ Certificate of Occupancy s:i'" ' -z X0,9 a s \ \ �x , Inspector Date _ CITY OF /� i'^� Office of Building Official REQUEST FOR INSPECTION D Permit No. / / Date , '‘r Time Received / C N. "- Job Address _ocality Contractor MECHANICAL € Owner's / PLUMBING C Name ELECTRICAL Air Cond. & CONS L Rough Wiring ❑ Rough C Air Cond. BUILDING oo i � Pole ❑ Top Out - Fire Place �� Temp ❑ Sewer pre Place Framing Slab Final Re Rooting Lintel Insulation READY FOR INSPECTION . Thurs. Friday_--� Wed. Tues. C� �y A.M. Mon. F l J P.M. 1 Final Inspection C Inspection Made , ,� Certificate of Occupancy Inspector i� Date V u� -U CtT' OF "fi; yril ( (`_ c �� i' �� Official l� office of Building REQt.1EL7 FOR INSPECTION Permit No. _ Date__-- Time --__-- A i' Received .-- __ . 3 J - ---bb- /5A Address ti -(— C "-P.M �u Locelity — �� s Contractor _ �i Owner'= --— MECHAN CA- Name -- ELECTRICAL ❑ Cond. & 1NCRETE Rough Heating Framing BUILDING Rough Wiring L Top Out Footing Temp Pole Fire Place Insulation Lint : Sewer Pre Place �it+r Final Re Roofing 'I' Lintel ' Insulation READY FOR INSPECTION �� Friday. \Ned. , Tues � e � Mon. � t' nspection Made _ _--- =M. \ Final Inspectton CC . Oc:ipancy 14180 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ----- LOCATION INFORMATION -- - '-) rmit Number: 14180 ' -idress : 1904 SELVA MARINA DRIVE Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 :lass of Work :NEW LEGAL DESCRIPTION Constr . Type:WOOD FRAME Block : Lot : 3 Twp: Proposed Use : SINGLE FAMILY Section: 0 Subd: Rng: Dwellings : 1 Subdivision : SEVILLA GARDENS Est . Value : 0 . 00 Improv . Cost : 0 . 00 Total Fees : 71 .00 Amount Paid: 71 . 00 rat,- Paid: 6./24/ 1997 De.9c :NEW HOUSE PLUMETNG ------ - - )WNER INFORMATION - APPLICATION FEES Aame: CAROLYN R. JONES PERMIT 71 AA Addr7 27 .. MAGNOLIA STREET ATLANTIC BEACH, FLORIDA 32 . Phone: 904 )246- 043 ------ CONTRACTOR INFORMATION lame : DAVE FOriOS PLUMBING Addr: 9378 ARLINGTON EXPRESSWAY NO i JACKSONVILLE , FL 32225 CFC049438 Exp : / ' 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. $71.80 14 Date: 6/24/97 51 Receipt: 0066221 CHECKS 3548 ATLANTIC BEACH BUILDING IPARTMENT 00100003221000 By: \•, i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : /qd 21r� /yl�ri.v� „b,. ) OWNER OF PROPERTY:_ �` eLfralr,�/ 4,5e N) U I�� PLUMB I NG CONTRACTOR D(41/ -- P/G," „vs' T,�/c CONTRACTOR' S ADDRESS: Z - �24 '//u5/ 4J �k�iy /gC STATE LICENSE NUMBER: tea-.02. 94.567 TELEPHONE: 7Z 7 Z,6J c/ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS AD / SHOWERS LAVATORY / WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER /' TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 - c/-f-) SIGNATURE OF OWNER: �J SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 r HUNTER ELECTRIC COMPANY SUI4I UJST JACKSIUST BANK, ,FtoRiDA FLORIDA,NA 0 1 4 1 9 2 6858 PHILLIPS PARKWAY DRIVE S. JACKSONVILLE,FL 32256 NO. 63-2341630 TELEPHONE: (904) 268-4203 DATE AMOUNT 466s •PAY 10.OREZ e.../ be Ate 46E/Ke OF l q( L- AUTHORIZED SIGNATURE THE REVERSE SIDE OF THIS DOCUMENT INCLUDES AK ARTIRCIAL.WATERMARK-HOLD 4E AM ANGLE TO VIEWW. III L 4 L 9 20 ':0 6 300 2 3 4 6':0 2 4000 L 7 2 9 5 78111 100000002500o' Oale-84fOl 7- F- 9 7 12 60 Cr-r� 1 Qe...40 .r -ir-r7 PSR-3844 14197 • DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH • • • ,PERMIT d'. F`_;: r 11'4 -__ - LOCATION INFORMATION I'eL�Ti t N1....mbe ' }. { . :. .' Addrazs : 1904 SELVA. .MARINA DRIVE Fer?r t Ty pe ' ELECTRI.7AT. ATLANTIC' BEAC1{, FLORIDA .32233 Work TEMP')RARY POLE, - - -- LEGAL DESCRIPTION Tyre 1400D FRAME Rlc,r _ . Lot :.3. Twp: 4=copoz d Use .SINGLE FAMILY Secti c : 0 Subd : Rnq: ,, • Dwellings : 1 Subdivision: SEVILLA GARDENS Est . Value: 0 -00 Imrro>v, Cost ' 0 .00 Total Fees 25 ,00 Amount Pail 25 , 00 Wor;: ,_ :; AMPSLPH WF` nt' 190+; SELVA b4AR1NA TENT. nC'DRE; . 'W 1ER tNFOR.M tTIC'N . _ - �_ AFFLL:ATION FEES _ .. Nair,_ !`FROL.Y { F 7/ONE • PERMIT A.4,1 _ MAGW.:,1_,.A .ETREET • I DA x"'''Y'3 • r � 1IP. • f 'a INF..,RMATICJA.. Hr3NTEF ELETR I Addz PAFEWAY DRI V J ,21. ,!4 !ILLE. r'f_ .RID 3 2 _ • XP r / 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. $25.88 14 Data' 6/25197 61 Receipt: 0866425 CHECKS . 14192 ATLANTI BEACH BUILDING EPARTMENT 88180883221888 By: /97 CITY OF ATLANTIC BEACH; FLORIDA r— ----A ► 'e;—_. APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: PATE:__..__1(22..a.4...._1997 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR GONG THE WORK Ar. DDrESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK iN ACCORDANCE WITR THE I},TfACHED PLANS AND SRECIFICAW)NS, viwi H ARE A PART HEREOF, AND IN ACCORDANCE W:T4 THE EtECTRiEAL :REC1.II_R7IONS. CODES AND CO° OF ATLANTIC BEACH ORDINANCES. LECTR3r,AL FIRM: /� 1/ .... (�f�� f� :AME CX� l Ofl 1►C IC DDRESS:.1. !,�!w ) ! .,!, by 6RFD—BOX._.. AL.Do.SIZE_ ..._..._._. , BETWEEN;_—__ .. Rcu. ( APT.( ) ' COMM. I I PUBLIC I I INDUS. I I NEW ( / OLD( ),r new. I I 1:.DIT1OP. ( I TRAILER ( ) TEMP Vr SIO+vS I ) ...,..,...,...W._..$O. FT. .__.—. ..._ ...,..._...._._....... _ SERVICE; NEW INCREASE 1 I REPAIR ( I __FEE CDo C +ICx1CTOR SIZE 4 4..._ '�0� AMPS _.. COPPER ' ..�, ALUM,Kr _ wITCH QR BREAKER (00 81AIS i PH 3 .2/4 401 E. . :x.__.______...-...__,. .._-__. EXIST.SERV.SIZE •--_ AMPS ._� PH W VOLT _ AA.A o_y_____,__, _ FEEDERS NO. SIZE NO. SIZE • NO. SIZE LIGHTING OUTLETS - CONCEALED _ OPEN " ^. - TOTAL RECEPTACLES CONCEALED OPEN TOTAL. -.--.--. 0.40^M1'«. � l at-too-AVM SWITCHES _ ---- ____________ INCANDESCENT -----------� _ ..._�.._�.._ FLUORESCENT&M.V. _ - FtIAN t.3 °gip =-+ 6YtF[ APPLIANCES $Et,E.TRANSF. AIR H.P. RATING H.P.,RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT KW-HEAT ____ 0-1 OVER H.P. VOLTAGE PHS NO. 1 H.P VOLTAGE __ �. t, MOTORS w -- _ _ . MISCELLANEOU- 11•1,,, 'al-016 F� 1r � Mr- . ...__._._ _._.._, . ..."1"..thalt~.3.........1 ■■•••.■•••■■•4111•11.91MAIIITIPIMO .—T TRANSFORMERS; UNDER 600 V. OVER 6O V. NO. KVA N0. KVA ' NO.NEON TRANSF. • NO. VA. MA. MOTOR SIZE --- EACH SIGN __-l �__ --- ---- _� . —� .._... _ ....W.. l ._..._ _ FORWARDED S ' O ) TOTAL FEES T__ . rLA. III? LAW) RAMCO roam •of rs 713.1) _JJ... q i 1 1 gnnt< ntt t�oQPR IsA.GF�- ..- N otitr of 01.nuiturittentletti311 1 IN DUPLICAT•1 Ju tulluitt it mag tuu trit: `(\-■ 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. IV Description of property Lot 3 Sevilla Gardens, Unit One �� Atlantic Beach, Florida t .,-„,. S New Construction — Single Family description General description of improvements. � Y Residence Two Story 4 Bedroom/2 . 5 Baths Owner Carolyn Rose Jones . 1 /lddress 273 Magnolia Street, Atlantic Beach, Florida 32233 Owner's interest in site of the improvement Fee Simple Title holder (if other than owner) Name , Address Contractor Carolyn Rose Jones. Address 273 Magnolia Street, Atlantic Beach, Florida 32233 Surety (if any) Address • Amount of bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Carolyn Rose Jones Address273 Magnolia Street, Atlantic Beach, Florida 32233 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) (F), Florida Statutes. (Fill In at Owner's option). Name Address THIS SPACE P611 RECORDER'/ USE ONLY y0: TIC'CTrMi 0 ncmz H,fu° _ ner • I-3)7.17:1,—p no = E if ) T, 1-•... / c'' "'1-'N��, ._`Sworn to and subscribed before me this i cn o°-4cocc,.°,;�n ru1..0, -r�. i co deyoE.��.1.0 19. .:.... -no m Cl • r"O • p_0 xi .„ 01111v4, 'A, DENISE M.AFflotary Public Notary abilo,State of Roach MJ Oomn.Fes•11/'27"9' Comm.No OC:3315asv PSR-3844 14101 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --- PERMIT INFORMATION LOCATION INFORMATION ----- Permit Number : 14101 ‘ddress : 1904 SELVA MARINA DRIVE Permit Type: BUILDING ATLANTIC BEACH , FLORIDA 32233 lass ot Work :NEW LEGAL DESCRIPTION ----------- Constr . Type:WOOD FRAME Block : Lot : 3 Twp: Proposed Use: SINGLE FAMILY Section: 0 Subd: - Rng : Dwellings : 1 Subdivision: SEVILLA GARDENS Est . Value: 0 .00 Improv . Cost : 171 , 5990(.: Total Fees : 3 . 369 . 40 Amount Paid : , .3369 . 40 Date Paid : 6,10/1997 — ' - NEW HOME PER FLAIL RADON 1541 ---- ---- OWNER INFORMATION APPLICATION FEES lame : CAROYN R . JONES PERMIT 1 .029.00 Addr : 273'MAGNOLIA STREET WATER IMPACT FEE 630 . 00 ATLANTIC BEACH . FLORIDA 3223 SEWER IMPACT FEE 1 . 250. 00 Phone: Y..404 )246-€,043 WATER METER/TAP 8. 00 RADON GAS-H . R . S . 7 . 32 ------ CONTRACTOR INFORMATION RADON CAB 5% 0 . 38 lame: PROPERTY OWNER CAPITAL IMPROVE . 325 . 00 Addr : SEWER TAP 0..00 CROSS CONNECTION - 35 . 00 Lic: Exp: / / SEC H IMPACT FEE 0 .00 rype: I CONST . SURCHARGE 6 . 94 SCHARGE/ATL .BCP 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. Dog! 1 ATLANTIC BEACH BUILDING PARTMENT By: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l`fC`( Sc=c✓b4 1'l*t-2/Nf4 ,Z Date co — ( - 7 Heated Square Footage 2 )4-2- @ $ 10 0.0 per sq ft = $ /5-4/4' t(0 Garage/Shed 47Y @ $ 0 - °°O° per sq ft = $ Oa G / Carport/Porch 2-( 41 @ $ ( Y_0 0 per sq ft = $ 3 1e S_2 Deck 0 @ $ C per sq ft = $ Patio (` @ $ d per sgft = S 0 TOTAL VALUATION : SI F/ tJ 1 7 /, S 9 f60.00 $ 1/60 P o To-al fi Vai a ion 1s. a,1OC) OOO l s 2/6 .00 Remaini/ng Value $ .ao per thousand or portion thereof . TOTAL BUILDING FEE $ 67C 00 + 1/2 Filing Fee $ 3 3 V' ,40 ( ) Fireplaces @ $15 . 00 $ /6.©O BUILDING PERMIT FEE $ /029 00 WATER IMPACT FEE $ 30.00 SEWER IMPACT FEE $ /�J ,e)0 _ WATER METER/TAP $ —0 - _ -- CAPITAL IMPROVEMENT S ? 21760 SEWER TAP 8 (/f) RADON (HRS ) . 0050 S '�,�2�� 38 ( / SECTION H PAVING ( ) $ -- 0 — HYDRAULIC SHARES S — 0 CROSS CONNECTION $ 3 . a ( f j 1O SURCHARGE . 0050 S 6 .9 . 9-6 OTHER $ n GRAND TOTAL DUE $ 3 )2 7L(N D 3, e9. ,./0 ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : :m _1 CITY OF - reol \� 800 SEMINOLE ROAD �1 ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 '• FAX(904)247-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST _ 1. Building Application Form _2. Two complete sets of plans including detailed site plan - Four if commercial 3. Recent survey, including tree survey or letter certifying no trees are on property _4. Owner/Building Affidavit (required when owner acts as contractor) _5. Energy Sheets 6. Notice of Commencement TIME REQUIRED FOR PERMITTING, APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. MAP SHOWING BOUNDARY SURVEY OF LOT 3 sev1LLA GARDe-OS Ury ( T OIVL AS RECORDED IN PLAT BOOK �-j PAGES GI 62A OF THE CURRENT PUBLIC RECORDS OF 1)Uu4 L COUNTY, FLORIDA. CERTIFIED TO Jontini L—`-rO i 5 i I .AI-� II I { IIIII ;` � I !I ' i i i r ` • 11 ' ' ! � � � ; I ' '` 1 ; + . II i I , } 11 II i III Itll II 41 III I III { ' I , , ! fi 1 ! I '•I �� 111 •i ! 1 1 ' -, • 1 , 1 . . I 1 � . 1111 III 1II ! ! ; I Ilt� ! I Ii ! i1 . 1 : i 1 1 , 1 ; : .� . , I . , I ' 11i � � I : 1I ! -- ; ! 1 : 1 I . : ' . ; ; ' III . : ' ' $ ii : : II . : . a III I . 11 ! It. . . 11 ; I III ! I 1 ! I I . Ili , I � ' 1 ' I ' ' 1 �•A MAPZI NA DR(VE 1 . . . 1 i FORMERLY OLD SNE212 ( DRIVE ,s-- 10O ' R/(Ai) � � 1i : ! i . : : . ' . : : ' ! ' ; : ' Iii ' ' � � 1fi1 � I r • 4."94 • . • • ,R- 2014.79' 1 ilLi • . ' ' _J.I .'._ + -. ■ F otiiJi) V '1. y 9„5G O I° 37.4.Z.-: I I ! I P.T. (�cam) S. f 2°4 s' O9 ”E. 80.C10"p 0 rCeAV ' • • 127.&0(A�) FouuO 1I I.P. \ I A . E4 S EM /.J z ,% \ puNzoe4J lo'u lo' J.E. . �I _ _J 3N00 1 • EA5er-4ET.IT- •4 { i 27"0 ; • to/)JTC.OIJG. PAP ER m� PIA IJJ(t.*• �J�� d;7'CA7o8A 1 I 0 - I m 0 -�� I • ZI M4PIkI 'II •II P to ■ l IC�' I 11'8 • j 13'SG ; I. 11 4 I IY r. I . , , . , i • bt 1 I l ; • 1 • i ""!�'a•-`- -1C 1 1 1 . 1 ; ! ; _ ; `.J j i 1 1 I I ' , i• 11 I S 1 1 V i• 1 1 1 2i oN , aaN1c1ISjZj P : : : ' ' T; �� if . ;'. 1 L'o-Tr I ! : . : : ! I . z� SANQP i.0 . • . •� I : , 1 : ,� • 'J-1'! 'bS ��7�Z d)• 1 , I i ''. ,• � , . i ;� i I 1 • I ; i 1 1 • i i 1 . 1 1 j ; ; 11 '• 1 . 1 I+1 ` t 1 . ; . I 1. , •...1.1_:_ 1. . + �.:_.i.i 1.4::04 K.. I f ! ! t I I /I.o ; - , ' I I .7-SPRwe1ER1 PRn IrJAG EASE(l .N1 1p, 1 1 . ii I 1 i REC1Eb '06,N' 120 03 ' v 781 i.N FOUIJO '/2'1.1''.' r lo°- 4144 . MAY 212 199 i • : ,.. _ ,... : . . ; .�. ' � '_ ; : ; . i :� i i + ; i { I 1 I � 1 ! 1 1 1 ' 1 .. 1 : i; i �'... 1• pity ofi A i nti Bea h 1 ' I I ! ' I l f { ! i ! ; ► I I j i uildil� !a�Ti�I q i� + . ; I i 4 . : ' . 1 I I 1 nl ' il ' 1 . i i ' 1 1I ; 11 , . 1 . 111 : i ; I I � I � � � I I UNLESS IT )EARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAVING,SVETCH, /AP IS FOR INFORNAT IDUAL Ptj PITS ONLY AN11 IS NOi VAI ID. I. Beaming, are bond . KR__ R/uJ LINE SELVA Y1A• A-JA DRIVE LEGEND DATE MAY 9, 1990, 2. Ms Is a GT+AIP1r721d!.dlIMM .Z Elevation shorn thus (/50)refer to US. C.•seal and Groobt,r Sce•vey Da h.rt A11 to a/ O a7O'rs CIlK7lr/r Anwar SCALE 1'� = 4- Geodetic Vrr tica/ Lb t1.n o£1929 (NG V.R of 19897. •w'1' �p�r�pOnr�-T�pr JOB No 4 30 1 4- 4. 6y Graphic plotting only, the property shorn her-re., /ass r/thn'Zones, O V iN Ga,!�R. �Anv a r,�r as shorn on the Federal E eryenc-y Annagenent Agency lTE.NA.4 M,mono/ Flood insurance • '�L 4 A.�CT: f'g G'9� Proyran flood Insurance Rate Nap (F,/R.8, Coywwrty-Pane,' Mi bur • (As h)Ply l page 55 Nap Rrvrstd ah to , .X L1'orrT Ceatt cur C0110. File 5 Lhlers o themes, noted any por t.tan of the parcel that nay be plumed os Vet/ands by State or Governhen tal Agencies has not been aF tern.t,ea'and any labn'ity res4A tiny p & c thrrrfYon sir not the responr*Mity of the Ieroersgned FK.i 7MI,V A �LEf I M �7:M'�T�S 6. There 'soy be Restrictions r Easements of Record evidenced by title exorwrotan that PROFESS/OVAL LAND SURVEYORS NC have not been shorn hereon. 6701 BEACH BLVD. SUITE ie00 Fax (ANJ 721-57■ ABDREVIATIONS r,4r MAY BE USED IN THIS SUPVLry JACICSaWiLLC FLOP/A4 38816 Tele. CAN) 721_1M - ��vT,trTC�--.�.rlNmLw--_------— 4Ba�vranL�v—tgr-nvlrTav---- C PrrnonenI Control Pont L.J. ticensed Aisne"' hes P.R/I Permanent Reference 1101W/ft R S Registered Iano'Su-vr or 1'r'a r►rnr71441' e1' .tunisItA Mr,eprttyDVratnvprAvAcne P.QC. Perm of Curvature Y !III,stwvir.w.1'as r n•1'traprV/S.PV Ana IV Ar V C 71! P,UB. Pont of leper y ( A .bcksannt/e Elec trio Autho'lly k)4PI TIlhi'55 sr AJ f•7Q A AV r R1r%N Y f1'oat Air Coen t wain a1'gro,rsuthom 444■rulrrarr wv nw+rl►i IN c�w PG Pont of Ccerva furl A/C A,r Ca-wet/one,- CI'am•r1y OW Mt a�/ZaUSH&MIVrJa eels 4/N y P T. Poh t of Tangency CAT.V Cable Tele■/sxw .1Y71'rav 47tAr7,/Lariat frAnnrs 1'M L'oLIL rrL►sz4w1'err P.R.C. Pont of Reverse Curvature Litt Overhead uses P.I. Pont of Intersection l/a y (F.NJ Far/d heq als ' _ C R/V Rght of Voy P. Radvs equals .ra4t;] 1 5 Q.P.BVd. OTFKp/Rrcrds Volume l L. Arc tenth •q..a/r ✓p,VAT• ! 13. :OW• pogr Boo4 �- Chfx-d Bearnp I ptrtancr rq,.0/s LAND STAPVEY CERTIFICATE Ha ¢6c,cs 1r-D L. Area w Restr•irta, the 1P Ar to or Crn7ra/Any// ♦glwa/r LIQ Pre/ sin t Easehen t Conc. CIron r ' , CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. - BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) i WATER CLOSET % WATER CLOSET, TANK OPERATED (4) i VALVE OPERATED (8) ' BATHTUB/SHOWER (2) • URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) f SHOWER STALL DOMESTIC (2) 2 i LAUNDRY TRAY (2) . . 3 LAVATORY (1) 3 ` COMBINATION SINK AND TRAY (3) / WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) / DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) U KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) V BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8)URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)SHOP (2) SURGEONS SINK (3) ) LAVATORY, SURGEONS (2) 13 "` JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3 I, S e $20.00 EACH $ C. 30 . 00 JOB INFORMATION jc-ja e/ Sc c t.14- fl'/1iIV. ' _ 1 Oeoart'ment of Community Aflfair"s IN: 5131 FLORIDA E,VERGV E•FFICIENCY.CODE FOR [WILDING CONSTRUCTION FORM 6004-93 Residential Whole Building Performance Method A . NORnY PROJE=CT NAME: Plan 4' 2282 So. Ft. /81/11VER: Carolyn Jones AND ACORE SS: /(7011,-/4iodlNrixl8TH, `PE'RMI TTI/Yi,;,'�TLAAn c Rut/CZ IMA l E.. /OF"'ICE: 1i+ l Coun t yl.'OiVE: 1/,/ 21 I 3L./ OWNVER: 6.-XiKpL7 / R, .TonJ&s 'PERM)' NO.041//o/ .)U91.30 1;T'Z'ON NO. ../s1 ID CK 7. New construction or addition 1. New i;onstr'uction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units .-. 0 4. If Multifamily, is this a worst case (yes,/no) 4. ____ • 5. Conditioned floor area (sq. ft.) 5. 2282.00 6. Predominant cave overhang (ft. ) J. 1. 50 ` 7, Porch overhang length (ft. ) , . 0.00 3. Mass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osg ft. 359.BOsgf 5. riot, film or solar screen Sb. 0,Osgft 0. )Osgft 9. Floor type and insulation: a. Slab on grade IR-value, perimeter) 9a.R- 0.00 170.00 ft. 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R 11. f0, 2139.4Osc.Yff_' b. Adjacent: 2. Wood frame (Insulation R-value) 105-2 R 1 1_00, 250. 9Osgft ;'1.Cei l ing type, area and insulation: a. Under attic r.Insulation R'-- ,`alue1 1Ia.!R-19.00 198,00sgft a. Under attic (Insulation R-value) 11a.R-30,00 , 18.50.00sgft 12.Air distribution systems a. Ducts (Insulation i' Location) 12a, R- 6.00 uncond .. 13.Cooling system 1.3. Type: Central A/C __ SEER: 12.00 14.Heating System: 14. Type: Heat Pump HSPF: 7. 50 5C 15.Hot water system: 15. Type: E'lectr'ic F.: 0. 93 _ 1 .Hot Water Credits: (HR-Heat Recovery. 16. OHP-Oedica t'ed Heat Pomp) 17. Infil t.'rat.ion practice: 1. 2 or 3 77. '' -- - 13,HVAL Credits (CF-Ceiling Fan, CV-Cross vent, 13. HE-Whole house fang RB-Attic radian/ har'r'ier. M''-ful tilone) 79.501 (must not exceed 100 points) :9. 98.50 a. Total As'-Built points 19a. 41021.09 _,. 5.. Total Base :;points 19b. 4164 5.52 I Hereby certify that the plans and / Review of the plans and specifications specifications covered by this calcu- 1 covered by this calculation indicates lation are in compliance with the l compliance with the Florida Energy Florida Energy Code. f Code. Before construction is completed I this building will be inspected for PREPARED / compliance in accordance with Section BATE: * / 553. 908 F.S. • I hereby certify that this building is I in compliance with the Florida Energy l Code. ' / �/M 1 ,. D � f BUILDING OFFICIAL : '^"c, DATE: -. _.- -. .- I____I_ .._ .._.. . DATE..._______`q,....`.....L Q,: ______.....__._. 0 X X X X X X X X X X X X X X X X X X X X X X X X X G C C C C C C C C C C C C C C C C C C C C C C C C C a Av .'C 70 7VI 70 70 XV 7U3) U)V 7CA Uv XCA AV AV 7VI 70 U)V 70 AV .'O Cl) 7Cl2) U)V AV U) C W W W W W W W W W W W W W W W W W W W W W W W W Z N) NJ NJ N NJ N N NJ N N NJ N N N N N N N N N) N N N NJ N GI 0 0 .O `O 0 •O 0 `O `O 0 0 •O 0 0 .0 0 0 `O 0 `O `O `O `O 0 `O 2 V V V V V V V V V V V V V V V V V V V V V V V V V C W W W W W W W W W W W W W W W W W W W W W W W W W W vt v, vI vi vi VI VI W W W W W W W W W W W W W W W W W W m 000000000000000000000000072. O 0 0 N 0 0 0 0 W W 0 VI 0 VI V 0 CO V O' VI j- W IV -I 0 •O CO V 0 Os VI A W Y VI I/I VI UI VI VI VI UI UI VI VI UI VI VI VI VI VI VI VI VI VI VI VI VOI VI O CD N VI VI VI VI VI VI VI O Os OT P Os P OT Os Os P O, Os O• O, Os Os O• T '- m ~' 0 m 'O O O O O O O O .O O O O O O •O O 43 O O O O '0 O O O " Q. 5 N N N N N N N N N N N N N N V N V N V V V V V V V f� N K y ori N :;Kx x X X X X X X X X X X X X X X X X X 73 OM A y• C C C C C C C C C C C C C C C C C C C D_ 70 70 70 70 A 70 .73 70 70 70 70 70 70 70 70 70 70 70 70 g• C9 a IV N) IV � NJ NJ NJ NJ NJ N IV IV NJ IV N) N NJ NJ IV N N N N NJ NJ N NJ N N) N N NJ N N N) N NJ N = r O O .O O 'O .O O O O O .O O O O O O O O .O O C 'O C) MIMI V V V V V V V V V V V V N N N V V -4 -.43 0 W W W W W W W W W W W W W W W W W W W m � 0 ,�.I MI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI 70 "'+ 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N — — 0 0 0 0 0 N N j N 0 p ro AI VI t Of V W t P CO O• t O• N �O O N •O '+ O r O CD T. 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Op al r r 2 - p v °>2 2 0 n c O 1-+ N -4 r. zc,m�pm o C W ° K , W r >i SQ1m z N (IT W • -n - �°roai,3, • cn O A o=�npi.zi�m. .° W a T-of-o,,,, _sue A 1O m 3 M20 �0 0 N • ▪ �= O 00 r .. 7 c°z- N O OA �� m 2 o'z-m ° - , rD o n>z a i >o� O N x N z ° o- z N N ono z-O> • --1 N £m N N °Ppmr-1�i, ,pN;� W m zn CO m = ,, v, =7. a°,_.., X I1 y r n in z ° :a m A°i A �6 X D D O °° _ III rA■ r mm � r x III � A n NN n o n O CO r O ■-' Vi N z q 07Z Z m 0 A A m 07 •-• m y r, V ONO E -I • -i m O z .-• o O O .•• O CO V p 1=. ; 20 00 ^• -I-0 - r N V N n m O - - O m 0 0 A m wzz ,_. .N. N O O J = = N N N X X X 0 MI A A A C— 0 LA N N N m F v v v A n - -. — — CD 2 W N N r, 0 Al 0v O C MM CU 70 A r o a ar .< II D co N -•i o< a,_ fD (p, _A r N (D >m m =o z o n �). W II L mms`T'=i,°'a c 1 ci,z m m m � v N mmm a III uo - - = m lD Ca =u y L N cz i, D z o : zox C Al v z = z°u o W o N i�m=o :z •_ O V V -1 N z -t. 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N V v (/) O -I CD W -1 - V z • • c C O C) C) C7 C") �k p O D 20 -I r z .+ . 0 0 C') I-" O p f r m (Dorm 4k r" .-+ -n f- r r r f'- n • 0 O 2 D 0 \ -I m 3 m (n G7 C) • 1-, v -i m D o N > m w z T m z O W N \ D3 V O O V O * i 3 m N 1-■ N 0 0 0 0 0 , A 70- D ,,, .-, 0 O )) c 0 0-0 -lo -1z) -0 -0 - mi z z N N N N (n 1) -n 'Tl -n -11 m C) m o x N z O -4 c T (/) --1 0 0 3 v m Al m 70 m x 70 D m z a 0 0 , f —I T y c -4 3 2 rn _, m mm 2 ac N o 3 z V II 1 m w • G, N n w O N W ---, N (T1 , V C d N S ,o \ 4-"1 N . V �v I--, CT v, W W Ol T 3 0 l.0 . 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A N o -1 A O 2 UI .1•44 - VI r • cry, v VI C7 � a a -I -4 k z • N c C O C) C") C') C') �k tl 0 • -{ T O 0 70 •I r • _m o N m 4k r C • r r z D o A m G) n • --• - v-I D N D n w 1 z m T z -4 . o W 1-I N N 1 O O V O m --I 3 O z a • N 0 0 0 0 0 . • A z- D N O CD O CT -V - -0 - -0 = 0 O VI N VI C/I C/I = m z z N T T T T T m c) m o = z GI -I c o m m = m x =3 D m z 3 Z m _, m m Z x CD p • G) c 70 3 V II -< m 1-, W • C. N O w O N GI M . I-, N W '..4 A c N Z e \ I U' N • 1--I 01 - N u W O) T 3 o LO z rn v CO • • 73 = D. = 0 0 ' _ 0 > � � -4 0 VD r N -t-I N V N • == O - >11 O r N a m r C — � G N N N wm 0 0 0 1-.4':A r= • 2 0 n .-n m C m v N N N N O .A .A.A C- - D v .. N m N- V/ - -0 I _ -v- > A = Cl) N 4k 1.)9k n _. - - = T D Z Cl.)N N n .-. N O T A 0 m v v C - - N N D M . 0 m cD • y o� - ' L0 -4 r'1 > Ln f•.• .-• 2,c) -4 A °p C N N D < •--• N N N m H o s m o n ; o O r sr I n o o O N I--• • i m W N 2 n w 03 a r unos-•-�o�..i, N r-+ v 1 -I A o='v.c.i w W O s -p xa N m m z 3 a o� _ A• Z Z mr. - 0 n"m o i s - N -ate C O c N N o 2 o▪>=�, N O rz m ° p zO m fo m. ...a.= Z --in nmc- . > a, (..4.) W -'=g r rzi c , `0 ia 0 :=co " O .5,: ,^= ff r) -1 O� N c 9 N A 22▪ a m -, o ao,7: - (T. ° 1 !; N N m n m n D_ r D r v ■ • n r w -4 O v 1--+ m 2 n r m z CO L./ 2 N O A m v V 1 !iPI : n'-.CO Ill N.) ,__, -0 -4 1-4 = -II' =D z G•T 3 z v c NJ O "z A w z=�1 v z c N 7 -4 Co CO -4 -♦ u o - c O n n n n T, - D 70 -4 .r co o CA ^ CI • • r � 0 r r N O Cr, T �k .-. -n r r r r r \., t, • 0 z m z D G•) n • — °z 'CI > co N D n w 7D T T 2 -I W 1--4 N m • A zn = .-. O -J O O V O m 3 e)N F, m 0 0 0 0 0 > N \ z o O 01 o N V) V) C/) C/) +� A z Cl, N T -n m nl -�-I = m c) O O = C, N £ •1 c z T m m V -N � 7 r a V0 m X Z D m C n O O 4 -I T o, -. s z m m m Z x CD O • O c 70 3 z - i i m< M 1-. C. N C) Cl co N W A . N N M 4 --.4 C N = ,so - Ln N 1--. F.. ON ' N w W M wn N \ L.= T T A 0 V LID 0 D ➢A x 00 N -1 Cl £_= O ri - H - -1 0 2cm u•w, m r c m00 p co AA ~ - _ -0 - N N D N A N N O O =V 0 m C A D N N N O AAA C` Cr) - /V -- J Nm C VI m - '0 - MI 77-073 0 N ➢N -I N N •-. r-,- - - - - CD ) , y 2 G) W N N n N 0 m➢ z O - - - - \\':' m A 0 m 0 0 Y D m-< o CD CO Z CU Z c C) = = =0 0 _ ' < W A n r D -1 N -1 to N>oa go--. p CD r mm 0 CD CD 0 0 C moron_ `np yon" i r W O •mac»-.-i,� czcia '0 m -0 0 r', Z Y,n^py !^..T 0 0 W W Z A C D m "o°>o r m II �, - AAA N i W r + N �•`) 2 m z D_ c ., O 4, A A G» m r oo O ➢ mC.. N N T z o z _o >o i m N m �,�-onm II X I.Ti.> N>T?o c ? /W A z D n A o �. Nmm ONO % m .�.. r o a mm W N z n (..7 rT_�- ▪ 'g II 0 -1 -♦ A n°m. ° 3 O °oD :>m c O A o'z� _ N O z m Cr po o= mxNmP=ra.9� rD W>p N J I ,>:-Roo3oAO:� o.' C ).� o�zo:T_ _� -) O- i° l'm N ono o i r--1 i-. N £ m N N ppm >- �ov.�"O 0 A .. z co v s LA N m z p 9 0.-. m z n n m ,�m 2 O r .n-. .n-. N-. i o> V ➢ -I ON ➢ O o c,°a z o 0 0 0 r n o n r Y 0 A O n o n o rCO -1 0 AI II z r m 2 „p.,CO W m C O A Z O •• m > n V- ➢ - 70 CT �LLO, W • O Oor O O CO q V 1/� X �■ X z -0 -1 .--• z N 0 p N--• III 2 m r 2 3 N = D 0 3 D CO 2 n v 2 C) G) £D = G) O m ..-1 m 3 II l''' .1 A 00 ,-• A c N F•-'' I m Z m - 0 co £ 0 0 r^ 0 N = C) - -4 (.) 0 = •-• t..) z ( ) O -4 W W -1 -1 v r z . rn c I O • -♦C O C ) > 7 O O co T D C7 r C7 p f- rn o V+ m r- 0 Tt r r- r r I- .➢ • a > Z D o n o A GI CI • N m 3 m NO \ v m D 0 N I. 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D m m 3 z z £ Po 0 O < .-• 0 £ z m m 07 = co O n m- v A o m•-- - r 0 A v , N C) —1 W W —I —I v 0 T C O n n n n I z w 0 0 D 7Q O o m • o n • • r p p r T r r r r r O -+ a z D O O m 3 m ° c) n . v m D N cm D n w m z M • W c--• N O_ N ►-, v 0 0 0 = 0 a L7 z m • N 0 0 0 0 0 i D N O al _, N N N N N 70 z T T T T T = N T -1 0 m .T M X .7O D M n Z 3 O 0 r —1 T a • 3 z m m . - Z m m i n C Z7 O 3 -- v II m m r • D W • C. N T ro O N W O (Ti - z . CD ,--' 01 ' Ni 2 W U1 C1 T 3 o \ (p m m o 4 N 1 — ► I _ - W� 0 — . = r �" £x x �� - P7.1 '� HOC N N N X X X C A A A/A co N V)N 7 O fD E f.+ 4k 4k k O C.4 IV IV A - - .- - mm O Na = = -I s°.°io o °n. m [-- L A N (1) v A m i'�D•m-ci- -c zcc'" U'1 W `e A >om. .. i i' N X u o,- - r n m • VD >o- A VI mm=cx'c w • N CV °v m > i C m :0 - m -P. A> '^p'^a^ _ I V>m st o N V I° m m c .....1 A�n ul o o irmi - O s...1 v i °m V .0.-m r _ mc'- >o� N O �� i74=74im.rT,40:2t1'-'4 III "z--000-n 0 °.n .70 N o- x i i= a 0 0 ° W opo9oy m .. C .` ``__�� N £ m V f N ^ m O V L�� X .. z w , _ p 0 m ,0 ,c,H- O o W A z n n m 0-,o <° X ----. O r n n a i o sm =0,..> �� "(ON .. D O 26, o ° m m C-I r z 070 c) O n o co .. O A r G7 .._,70 m Z r CO A m a D n v t-, -I m O z .. co Cr O •-, 0 CO -0 -I ■ • z m V) O - z T r = o 0 = > 3 n = z n Dx 0 O .•-I m x z m £ oo O C • • 0 Z m m 7. O x u A ✓ .. v' z .-• v C/) C ) -I W ) -I -1 z • o•-0 C O C� C7 C) C� •.• m -� D 77 -.1 A A ^ C� • • I— O C7 r O C m �k ro ,--i T r r r r r • o a z D C7 1 = m o cm C7 C7 • v -{ m a VI n n w T TI Z -4 W h-■ Na • p O 3 xV O O V O C =N I-• m 0 0 0 0 0 D y o o -i .O n z m A C/) C/ (/) (/) (11 N T T T T T m O `-' O x GI - T N O O N 1,1 m m 70 m X 70 ›.- IM a O O ■ -1 T nL, v -1 3 z m _, m • -1 • Z ,. m a VI p V W I m m D C_. Na T u 0 Na LT" -1 O . s' (Tt _ A • . V , T 0 W ,_. I-` CT r VI 2 c.) al al c- O CO F u V (.T1 1 ao 30N3IS3 S3NOC '133V 3S( OH b17bOL6 13W z " ' :N0I1d301 901:NOI1dIti3S3O 90f:,19 03N0I830 m o� a c 0 E r CO uJ O W Q CC = U 0 � az Of. v) r I:3 = CC w H- _ w CD CO = m _ CC f-- {w ( o I- r = W W I--- v Z U Q WV11V JVd 1 „9i X „5'E ! D / ......... A F- F-- 171 A v 11 CIA : < a J Zld 7 I a a - a a a a a e in m x x ti lA ccu O cn- 4 _ in in i 1 0 30N30I53d S3NOf' 133V 3SflOH ;P“)L6 03t 0 " v z - w :NOI1V301 90C :NOI1dId3S30 90f :A 01\191830 m �o c�a c o 3W1 '1 a3J d •3N1 4SSf113Nu AS a31ifl 3� 9Ni�d33' O' !�'I 31dS11VM03�.• f I- . L I- „B. OE {--. m — „B. Bti - LEI , T 1-- `, CD UPI V Cr) N e m N ,, --, ,-. -,--, .--4 .r-1 s-, m I- I- DM 1 ^ F- I- H- I- I- rl H ~ , o cn 9E1 j`. 11- J1 'FH` m CU V /El 521 tri • bEl — - b21 Ii: m 1 A , �ri•cr EE1 -1- E2 .E rAlimon _ TEl � 1 m 1 - 221 - - --- — J I OEl o m 621 T21 N rn 82_i_ EIW 1 Mr 1 �� . 1--,,,---- „b, OL 1 „b,E2 + .V .92 .29 -1 lr s 05-19-1997 TJ-Beam(TM) Page 1 of 2 15:59:15 v4.50 1111 TJBEAMA TRUE TRUSS, INC. 10411 ALTA DRIVE JACKSONVILLE, FL 32226 USA Phone: (904)757-7500 Name: MIKE JACKSON Project Name: JONES RES. Page TitleH.BEAM l% File Name: 97014161 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution Application Floor - Res. Deflection Criteria (MR) Member Use BEAM Load Classification Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Span 2 L/360 L/240 Floor Decking N/A Dead Load(psf) 15.0 Repetitive Member Use N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) N/A N/A 0'- 0.00" 27'- 0.00" 0 100 Add 2 Unif(plf) Floor 1.00 0'- 0.00" 27'- 0.00" 263 97 Add 3 Unif(plf) Roof 1.25 0'- 0.00" 7'- 0.00" 97 83 Add 4 Unif(plf) Roof 1.25 7'- 0.00" 27'- 0.00" 346 294 Add 5 Conc(lbs) Roof 1.25 7'- 0.00" 1296 1104 Add r Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of True Joist MacMillan. 05-19-1997 TJ-Beam(TM) Page 2 of 2 15:59:15 v4.50 1111 TJBEAMA TRUE TRUSS, INC. 10411 ALTA DRIVE JACKSONVILLE, FL 32226 USA Phone: (904)757-7500 2 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 15'- 6.00" ^ 11'- 6.00" S I Z E ANALYSIS - A S D This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 11341 9777 < 13533 138% RT. end Span 1 under Roof loading Moment(ft-lb) 29403 29403 < 43692 149% RT. end Span 1 under Roof loading Live Defl. (in) 0.273 < 0.517 L/681 MID Span 1 under Roof ALTERNATE span loading Total Defl. (in) 0.452 < 0.775 L/412 MID Span 1 under Roof ALTERNATE span loading A A Span 1 A Span 2 Max. Reaction Total(lb) 6308 20639 5201 Live(lb) 3637(R1.25) 11416(R1.25) 3334(R1.25) Required Brg. Length(in) 4.24(W) 13.88(W) 3.50(W) Max. Unbraced Length(in) 32 32 32 Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 05-19-1997 TJ-Beam(TM) Page 1 of 1 16:04:08 v4.50 1111 TJBEAMA TRUE TRUSS, INC. 10411 ALTA DRIVE JACKSONVILLE, FL 32226 USA Phone: (904)757-7500 Name: MIKE JACKSON Project Name: JONES RES. Page Title 40423P File Name: 97014152 Based on Allowable Stress Design (ASD) SBCC building code TJM products available through Distribution Application Floor - Res. Deflection Criteria (MR) Member Use BEAM Load Classification Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking N/A Dead Load(psf) 15.0 Repetitive Member Use N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) N/A N/A 0'- 0.00" 20'- 8.00" 0 100 Add 2 Unif(plf) Roof 1.25 0'- 0.00" 7'- 0.00" 97 83 Add 3 Unif(plf) Roof 1.25 7'- 0.00" 20'- 8.00" 346 294 Add 4 Conc(lbs) Roof 1.25 7'- 0.00" 1296 1104 Add 3 Pcs of 1 . 75" x 18" Parallam(R) ES PSL 2 . 0E ^ 20'- 8.00" ^ S I Z E ANALYSIS - A S D This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 8788 7551 < 22838 302% RT. end Span 1 under Roof loading Moment(ft-lb) 46829 46829 < 81868 175% MID Span 1 under Roof loading Live Defl.(in) 0.356 < 0.689 L/697 MID Span 1 under Roof loading Total Defl. (in) 0.755 < 1.033 L/329 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 7432 8788 Live(lb) 3398(R1.25) 4132(R1.25) Required Brg. Length(in) 3.33(W) 3.94(W) Max. Unbraced Length(in) 32 Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. I Iv . - I 05-19-1997 TJ-Beam(TM) Page 1 of 1 16:06:53 v4.50 1111 TJBEAMA TRUE TRUSS, INC. 10411 ALTA DRIVE JACKSONVILLE, FL 32226 USA Phone: (904)757-7500 Name: MIKE JACKSON Project Name: JONES RES. Page Title: File Name: 970141B3 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution Application Floor - Res. Deflection Criteria (MR) Member Use BEAM Load Classification Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking N/A Dead Load(psf) 15.0 Repetitive Member Use N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs N/A LOAD: Class LDP Begin End Live Load Dead Load Comment 1 Conc(lbs) Floor 1.00 6'- 0.00" 3334 1867 Add 2 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 11'- 0.00" S I Z E A N A L Y S I S - A S D This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 3236 3139 < 10827 345% RT. end Span 1 under Floor loading Moment(ft-lb) 15272 15272 < 34954 229% MID Span 1 under Floor loading Live Defl.(in) 0.090 < 0.367 L/999+ MID Span 1 under Floor loading Total Defl.(in) 0.143 < 0.550 L/924 MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 2763 3236 Live(lb) 1735 2039 Required Brg. Length(in) 1.86(W) 2.18(W) Max. Unbraced Length(in) 32 Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. 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N E • 0! m 0 w w Z E . r c co L1 F- 3 O O • E Z U W Q 0_' X W 0e m w w N D: 0 0 I- N L1 = O 0 W l.1 L1 LL 11- 1.1 ■ i u- ,_, V) N N N N O O 0_ 0_ 0_ 0- 0- LA O F O Z < I- O O O O O • v • o i o O N- 0 0 N .--i N p N M I- Z W w • ea U < V) • < WI-- 1 • U 0 v) w = W 0 a Z o< t- 0 • J J J J J L.1 r' of w 0 J 0 0 J • • U F- 0' Q • M m r C„) N U U U U 0 0 1 0- Z F- F- m m F- 0 Cl) 1 01 an CO J Z m 2=C r m -.-i U ac W o C a m I__ LL Z 1• C 3 w Z • M w r .-. O 0 = <3 U Z 0- (...) < Z O - O = J W K \ O ✓) W Z .--. I- 1 O .-I0 -0 p 20 W I- < U < •^ < W 0 0 1 Z 1' C N '--1 • 2 w J CO cc U C U 5 C 3 J U W U LC) '•'2 o u o O < v) 1--- <o i W U UZ .--i III m O �� w ...Va 1 CO Z — < •.. Let N w 3 X :� X 01 ~J <o_:.no 3 M o B ..."!-2,t - =u o 0 O 3 N N = ° i 3 ▪ 0- M M M C>N _• o=z CC .,=` 3 yJ N •-�o< ocim L O c m --- d o O N 0_ .�o- O .z o - - o —, , �oo _io L.0'D .zo. .lliillk L d o m > £=tio�=J�o� o ID O Ln�p rn O 01` d m m� W o o N N f7 M 'a O 3 N ^ 0 111 > — V1 — C C.)N N O �/� -NC 3 — — c a v c = x x x /� N N N 1 — C =ON r = == N F- C ==3 . F- . CV C 0 v O O F-m Lo N cc N 01 ~O N l0 11) V S N tO .--4 f•-•1 • \ o+ C.7 Ol W I- NI N O M Li N '7 r • M r•-. ¢ I-I w m II N, N M U m = K U r z 1- • r W ~ W Z f O CO L� H 3 Co z m W N w ¢ x w CY I- O O 1- N w N x o W 1.1 LL U LJ L.L N 2 CC W N V) N N N C) O O d d d d LO O H O z < H O O O O O N • Y 2 C7 E • • N O x 0 O r\ \ O O t O � 2 N r-) M Li- .0 U < V) • < w I- d vf W = 1.,... O Q Z ¢ K O I- 0 • J J J J J LL f••• LL O J O O J • • U ON LC, CO U U U U O = a r- • r` p •o • 2 ♦- I- m m H O V) fl •. f- - J 2 O) - S o •-. F•- 0 -r U w O C 3 CO ,_ W 2 .-r O 0 d K 3 W Z F w H r--r O C7 S Q 3 U 2 0- U Q Z O - O = J w CC 0 N LL 2 r I- d 0 •.■ O CO O 2 O w I- 1 CC U < -n w •-• C7 O;) a Z L O II ,--f z W J CC O I- CO J L U O 1 M C H 7 d' 0 3 J U W U Lll -0.=c•! o O Q N H u U U O rtio cow ~ .. w U U Z a m2r-• III o n. I- N V) W3 X i'- X A A M I--• W <oy- us... 3 M .--f cv p •• W - 0 0 0 III g"Z< J N M N • W o o- °°u 0 N N `N II -J t• 3 Cr co ^ IHHiHHH1! cwi m 1 4 a°<owo_Y. coo N _ _ <_<o s W c`v<u < N - 0 ,,,o -i o.� r F Z: - L c c 4 LP • o▪ o.n i 3 L "My W• 0 U r--r co <,6-',°,S6-.‘- .▪ T 0c °w d O r� B uo , " LA o W - c� CO N U1 LL • ,.y 1/4r) ["" i i i n 3 _0000= •.--..,,,,=0- �_- ,...f Cf) --o u c ▪ N = cr e) 0-o mm�u...00 F-• C C ..0- .--I nt C N N M X O 3 4k 4k 3 O O V)a d 1,c > - - V)N N Y 3 - c x x x -CC x x x ^ CV CV CV : Lr?00m �LN� N N O) o ce E L. l0 in m 2 N ^ 3• \ O c N N O L- N 7 W > II N- N Q M m cY = C.'3 r O N r Z w r. W W Z M I- z U LL H 3 O O co w N C O O I- V) LL. m Lu 2 N O wLL_ LL_ U. L.L. 1.1_ V) N V) V) V)• = C W Q O a. C d Lo O O C z < O O O O • W F • N f z 0 S CD r\ CD 0 1� O x 0 N .--1 M M C • 1- 2 W W WS U < V) < LL) I-a • U C7 CI, W = 1..L. O M Q Z n C O ri J J J J J LL. o L O • J C C J • • U ▪ � co al ~ 0 Q U U U U O 0 d I I- I- M M I- C (/) =• O = /--- .. J = III O CC - C U O Z3m x ;1 X A A M h.. 3 3 = _ .400 d C 3 W 2 N N f w F-•-. .H .-1 M O L7 x < 3 A u z d c.) Ln ■ Ln 0 \ OJ V) .NON '~ CO m• , V. 2O III ao J Ln 1 cc a z C D I al / • z w J 3 L aC. O I- m J U C) O CD CCM d W o¢ J U W U 1p o_ o O < V) I- 1` <<oi g tn en U O O LC) V) z°d . - X �72 ono g.72....7_,o os o = W UU2 LC) c0 N J - Wuo C m z • !! �� I� U •• 000 co o 7 113z-.....0 o X ` C O --=----0.o o- 3 I �� m , U vi o2='=oc2�=i L2'_•'�� i C_000 zx-.a o r� = Q Jo s z°ex o o=ce C1 0 D - z T 2 < O CO C.) •- o -∎-o-,z o J W C - O 2 .Zr C F- w O = �o 000� - LI rs O O f U q LL `°• Z Z m < U �" co < ¢ J U F- J C X ,--I - o -S o,- ^ H < < "-' H o z m W V C' W < 2 - i LL !•'-'6-' mOCJ20 • .. 3 O V V —oo= =o� J Z < U <s.- c u W W J < K X z x .....x J < m CO 2 N C - "'-i•.,.< CO r C V) O 3 o°,+ z°` ch W _1 CO S«-. _ x • 1- <H H =$W= W LLI < < U•-•U J C J 2 N 3 W o rn o c zo<m o- N W M C x U •• V) 'Cr 2 W o- x 0 0~ Cl) C J S m X U - - u C L W -0 O .0 <> N oz o o <i) N S - 2 N •• i-m I - H J Z `-'W♦- F- 2 < w . ~ = U 3 W W CL zz•=z z-In W o•o<_I- J .-, I- mC L!) J J CC S J E -°u o -- J < •--. W U < W V) S°° w H < = o mv,u.., Lf) 0 0) > U F'- 1- • W L.L)i - R o 0 ,_y IA v) C W F I- mm 0' I- C C O C m < C 4J - - - - (1) Cl) w O 3 O .--, CC 21- C • C t- a I- V) O P C W ■-• - - - N N C) •'• < W =O J C 3 - C < N=,-•• Cl) (r�'�-11 O L Cl 1 O L- 0. W I- C >C1) - - C N V)V) W = . V) J O W (0 N 4 = m z■- 3 - C C < •P L J > <w < = X X X 3 S J 1- J M • '11"�'H ry_/, N N N CO W C') < 7 it C7 O_ C O C)N V) S N O 2 r c`II 3 CCm OO O 00.. ~ O C x x 3 I- f.• )<W <CI < I- Y U U V) O • ■ w O z C J - - - - C V) Z m I- <m d. = Cl-1- .■• O O C O < - •- - I-an I- O `-' r� Lo • N Ol N C • Ql OLr, LL M lD L1') 2 - LO 3 r V Lc) o r---) C7 Ol . r\ L.n O cc 1- M N O n U- N 7 • Cam) ,• < ,-1 W > II r• N X m CC = C.7 o a) x Z W I-- W Z 1- O 11 3 O O - z W Q cc >< W cc m w Ct O 0 f N LL w Vl = c7 C) - 0 w LL U_ Li Li L.I- L/) Ln V) Ln (f) C C d d d d d p LP O• v)- < CC O O O O O N - z I- M Z c7 f O r� 0 0 ,--L I N o = o N N r+ M o ■ C • H Z w w e0 U Q V) O • H Q W F-- a r '"i • V C7 N w mu_ O Q Z p C O J J J J J LL J • J 0 0 J • • U co CO m I III U U U U O = a Lo z II X u ■-, X A A A o I- I-- m m I-- 0 (/)• d O VD ... J N II M z rn .-1 = 0 3 P ce O 0 3 CO w Z o. C 3 w z II E w I- ,∎ 3 o C7 = Q 3 U Z 0_ (...) C < M O - O = J L- P V) N Crl z F-- C. ,-CO N,--, II CD P ■ z O to r"`--LP ,---.r L.,.) c.7 a Z cc = f dZ W O H m J N U C C °o J U w U W O o° N - = w U U Z C_ m Z ~ ~ V) v) w 3 III _- L 4J� ▪�m. - 3 to d N U • N o S V - U C- C•1 CD ZV) w U VAI .,-� Nx- _ O o x O D o _-_- - O w L.7 . _ _ _ c o -- _ crC �•i\, , c _- „ w o - .0 ..‹ U a_ . 3 I !1!I p�111\14,..k r� N I oid�ic Q Q U ■ U Ln mom>a`�: JzN3w �,--. ,-, �s U V) C = W 1p -72''''.- n, O N Q > ou o,s, .--I w U Q W V) X Y o- O1 N I- I- • w d= `,, ,n ,n w I- I--- co co ��YI N 3 V V V = O C C m a C W \\ - -I r , J ) v 0 3 0 O O C- w r,.) N N M LLJ I O J 3 ■ a = > v1 L a d o) w D_ w H C C V) V) V) V) J W F m 2 Y !- - ^ C c V" v w > Q w < _ t ' � = X X X = J J f • 1� N N N J d /�I -' C7 Q O C C7 >- 0-. I.,[„) O C) O v) O Z N )-- - [� - C C C CO m d CO l� 0 = 3 R W Q U ■ C = = 3 x C Q N _J Y U U w O Z C J - - - - '- I C m a in d , G C m ct N 01 LL_ cl \ o� In cn S v) - Lc, .--I 3 O cc \ rn C7 O lP N ---... 1--1 • M N O m Li N '7 r • CO Q ,--r W CO II r---. N Z ° f C7 LLJ CV x Z p r W ~ W Z E Z LO Li F- 3 ' CJ O CO W (n W Q Ce X W 0= I- o o a F- cn W = p 0 w N L I- L1 L I- LL. 1-1- Z o[ U.- (/) V) Cr) V) o O d Cl_ d d 0_ LP O N H Z < 1- CC O CD O O O N • f z L F o = o O r- O O 1^.... i N 0o U Q V) yI W f w r\ I • C7 ° O M Q Z -' U- O __J C) CI -1 J l . (.J .... O _ O O CO II III V' U CJ U CJ O S D_ m • z X �•' x A A oo F- F- m m F- D N CO ,•,. = p 3 3 M CC w O 0 3 CO 1_ w Z p M C._ OL 3 w z •,1-•Ct w I- .-, II O 0 x ¢ 3 ,--1,--i O Z CL L.) CO Q E O N N O S J 4. 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