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207 Atl Blvd -77-v MCCONNELL r CUSTOM DESIGN 4)A W00i)COLUMNS 303 JASMINE RD. TO BE REMOVED ST.,AUGUSTINE, 130AM AND POST FLORIDA 32086 $0. x 8'TALL COLUkINS .. -794-4500 904 FAX 794-9957 18",,Q..x 8'TALL.COLU Sj ROOF LINE TO BE REMOVED z 1,0�, Af 0 LLJ cl All z cf) z RESTAURANT WAI 1 , RESTAURANT WALL o co uj 0 ROOF LINE 0 41 �ATZO ;A,Av -VI Lu vw .7 .-A' v 4 J. Ew, EXISTING ROOF EXISTING ROOF SLOPED PIN SLOPED Ll V I A --.4- 0 uj > 'All .. , JI.-----I LL UJ 0 (D 0� 0 zeo Z, I`Y. LLJ c� "Y f-I Y is 4 ce w ol, 71 Lu 2. c>I]STING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE<> N.T.S. SCALE <> N.T.S. CIPNTILEVER ol EXISTING ROOF NEW ROOF BEAM AND P OST SLOPED SLOPED NEW ROOF SYSTEM G TTER I U I Q EXISITNG 18" 80. 8'TALL COLUMNS R ISIONS EV EXISTING PAVERS TO REMAIN REPAIR AS REQUIRED 9/29103 MB002.DWG SECTION /OOA N 7, —7 c A MAP. SHOWING A BOUNDARY SURVEY OF THOSE LANDS OF SOUTHCOAST CAPITAL PARTNERSHIP, LTD., A FLORIDA CORPORATION LYING IN ATLANTIC BEACH AND NEPTUNE BEACH, DUVAL COUNTY, FLORIDA FOR: SOUTHCOAST CAPITAL PARTNERSHIP, LTD. , A FLORIDA CORPORATION �t AHERN STREET (57J RIGHF-OF-WA�1) SYMBOL LEGEND DESCRIPTION: (E) SET TACK IN DRILL� HOLE SET PK NAIL & DISK, L.B. 6888 0 SET 1/2" IRON PIPE, L.B. 6888 1/2" ATLANTIC BEACH PARCEL: 0 FOUND IRON PIPE (UNLESS NOTED OTHERWISE) NO I.D. cQ.3 WOOD UTILITY POLE lo2.36 (p) THOSE LANDS DESCRIBED AS "PARCEL 11" AS SHOWN IN EXHIBIT "A" AS 1/2" 100.00, -D GUY ANCHOR NO I.D. RECORDED IN OFFICIAL RECORDS 6675, PAGE 283, DUVAL COUNTY FLORIDA, FIRE HYDRANT BEING THE SOUTHERLY 15' OF LOT 7, ALL OF LOT 8, AND THAT CERTAIN 009 . 100. c� UNNUMBERED LOT, OR STRIP OF LAND, LYING SOUTH OF LOT 8 BETWEEN wv N WATER VALVE '83-23912 ." E SAID LOT 8 AND ATLANTIC BOULEVARD, AS RECORDED IN PLAT BOOK 5, GV 50'(P). 0.4' PAGE 69 OF SAID PUBLIC RECORDS, TOGETHER WITH LOTS 1 ,2,3,4,5, AND 6, GAS VALVE ATLANTIC BEACH TERRACE, AS RECORDED IN PLAT BOOK 15, PAGE 34, OF WATER METER Lp rl�. SAID PUBLIC RECORDS, TOGETHER WITH THAT CERTAIN 15 FOOT ALLEY SIGN 5 BOUNDED ON THE NORTH BY THE SOUTH LINE OF LOT 5 AND 6 AND ON BRICK COLUMN THE SOUTH BY THE NORTH LINE OF LOTS 1 THROUGH 4. WOOD / METAL CO' i LUMN.� (A CONTAINING 0.61 ACRES, MORE OR LESS CATCH BASIN WOOD COLUMN BENCH WOOD POST 0 ATLANTIC BEACH RAILROAD [RON GUARD POST 01, PLAT BOOK 5, PAGE 69 LIGHT POST ATLANTIC BEACH TEPRACE PLAT BOOK 15, PAGE 34...-. 00 '(p) 00 PALM TREE rTl & HANDICAP PARKING E) DRAIN 00 ELECTRICAL OUTLET 6 0 -Ou- OVERHEAD UTILITY LINE 5 f4) -w- WOOD FENCE wi - �3 6 -x- CHAINLINK FENCE 0 -U 01 T MORE OR LESS ( 35� RAFFIC CONTROL SIGNAL O.R.B. OFFICIAL RECORDS BOOK .01 O.R.B 6675 PC. 28� b'.6'1 PC. PAGE �ACRES CIA 00 THE FOLLOWING SURVEYS WERE USED AS REFERENCES IN PREPERATION OF THIS SURVEY. CONCRETE 00 CONC. RAMP MEML AWNING- - 100'(P) 1) SURVEY BY H.A. DURDEN & ASSOCIATES, FILE No. 7624, DATED: SEPT. 21 , 1978 ET] ELECTRIC TRANSFORMER & SRICff BRICK STEP CONC. RAMP pL4NTER- 2) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. F246-34-00 16522, DATED: SEPT. 12, 1934 M,�TAL AWIVING METAL AWNING P/< 06, 3) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 59148 F432-114, DATED: MAR. 1 , 1973 No /.D. . . . : . /V ru 4) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 00-64-B, DATED: 2-4-2000 AIL 0.81 WEST or 11VE 5) SURVEY BY R. WELLINGTON, DATED: 29 SEPT. 1937 6) SURVEY BY ELLIS, CURTIS & KOOKER FILE No. ON6564 F155-146, DATED: OCT. 16, 1924 Ln J/ ........ 01 0 ------ c: (FLORIDA DEPARTMENT OF TRANSPORTATION), RIGHT-OF-WAY MAP, __4 7) STATE OF FLORIDA, STATE ROAD DEPARTMENT 1/2" 14.5 a: L.B. 3080 SECTION No. 7210-113, DATED: 12/11/56 7 X RE-& R FRA E I-STORY 8) SURVEY BY H.A. DURbEN, DATED: OCT 27, 1948 b.3"-FROM END 6085 EYORS,. FILE: No. 0-2672, DATED: AUG. 8, 1997 9) SURVEY DURDEN LAND SURV 7�' .. ......... 14'��S7 7` OF.WAIJIL WALL UR-TIS KOOKER, DATED: JULY 1 , 1913 OF' 09: 100 10 -------- BRICK 10) SURVEY BY ELLIS, LEMS, DATED: NOV. 24, 1971 25.0 -- ------ ... 11) EXPLANATION BY H.A. DURDEN & ASSOCIATES, EXPLAINING RIGHT-OF-WAY PROB 01, 23'1 �14 25'(P) 0.4' 83 0 9 ..... 12) ATLANTIC BEACH, PLAT BOOK 5,! PAGE 69 25'(P) �80: 25'(P) I . . U) 9.6' _001 7�4 13) NEPTUNE BEACH TERRACE SECTION 2, PLAT BOOK 15, PAGE 44 �::::--.�--.:-. >� 0 Un 14) NEPTUNE, PLAT BOOK : 4, PAGE 46 A 6.0' 10.7' V cn 15 R ORY ---------- Jo- /0� -FRAME ATLANTIC BEACH TE RACE, PLAT� BOOK 15, PAGE 34 4 ------ P): .0 3 1 1 i: 2 0) rrl O.R.B 6675 PG. 283 cn 25'(P) I K MRY-BRIC Ul i-S, (COMMERCIAL) GO 3,465 Square Feet 8 .0 RIGHT-OF-HAY AS iPER I COULD NOT SET PZA T 800K 15 PA Gf-J4 I (INSIDE BUILDING) Z 999 W I 100.74' 8 9 27'3 0 �R)GHT-OF-XAY AS PER FIAT BOOK 8, PAGE 2 G! 0.6' AND P05TING 1011011923 1.3' - — — — — — — — — — — — — S 89*24'50" W 100.17' 118' 0.7' THE FOLLOWING TITLE REPORTS PREPARED BY OLD 0.8, j REPUBLIC TITLE (ORT) INSURANCE COMPANY WERE USED IN 1"13 a a 0 9/319 ---------------------------- -------------------------------------------------------------- (-n Z?RlCff WALlir 0.8 41-- PREPARATION OF THIS SURVEY: BRICK WALK _m/ LOT _m?L ---- -- __'N�-------- -------- ------- �'6.9, --------- - ------ ORT No. 03103150 DATED: OCT. 22, 2003 -------------- X ORT No. 03103153 DATED: OCT. 22, 2003 r5;zl_l RIG-HT0f_- Y AS Pfi� ORT No. 03103188 DATED: OCT. 22, 2003 ASPHAL r PL4 BOOK PA GE 69 PARMING ORT No. 03103191 DATED: OCT. 23, 2003 ASPI�41 T PARMING CURZ? ORT No. 03103192 DATED: OCT. 23, 2003 GUTTER . . . . . .. ORT No. 03103197 DATED: OCT. 23, 2003 ORT No. 03103198 DATED: OCT. 23, 2003 I mc ic ORT No. 03103280 DATED: OCT. 27, 2003 4,TLAjvTlC ROULEVARP ORT No. 03103918 DATED: OCT. 28, 2003 ASPI-IAL TPA VEM�-NT rn . . . . ... .. . ASPHALT PA 11EYfNT ASPHALT PA VEMENT k (1?1GHT-0f_-WA)- VA/?IES)- NOTES: ASPHALT PARfflNG E RA CK BIKE RACAir 81K 11 BRICK WALK 1) BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, IN ATLANTIC BEACH, BEING BIFICA' WALK SOUTH 5*54'10" EAST, AND REFER TO SURVEY BY H.A. DURDEN & ASSOCIATES, FILE NUMBER 7624, DATED: SEPT. 21 , 1978. BRICK W4LK BRICK HAL K BRICK WALK M 2) UNDERGROUND IMPROVEMENTS/ENCROACHMENTS, IF ANY, WERE NOT LOCATED BY THIS SURVEY. RRICK WALK 3) FOR A LIST OF TITLE REPORTS USED IN THE PREPERATION OF THIS SURVEY SEE THE TABLE AS SHOWN HEREON. IN 89*27'38" E- 201 .11' 4) THE PARCELS SHOWN HEREON LIE IN ZONE 'Y' AS SHOWN ON FLOOD INSURANCE RATE MAPS 120079 0001 D (NEPTUNE BEACH) 0.2' om/ ;� 1�1 I INSIDE 0.4' i13 01\1 AND 120075 0001 D (ATLANTIC BEACH), DATED APRIL 17, 1989. ATM INSIDE Nt (ST Cco) I LOT UNNU"l9Et?E9 9,0 SHEET 1 OF2 _RPETIML PE EASEME-NTAGRELMENT PE t R ORB. 8701� ��G, 2009 AMF-M9ED 11V. O.R.B. �7936.-RG. -7020 5773 NORMANDY BOULEVARD SEE SHEET 2 1 9 JACKSONVILLE, FLORIDA 32205 RAULCY RVEYORS PHONE (904) 786-6400 FAX (904) 786-1479 20 10 0 20 40 1 D LICENSED BUSINESS No. 6888 PABLO FERRARI - SCALE IN FEET It FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No. 5601 W.O. NO.: 03635 12/18/2003 DRAFTED BY: A.WALLEN 1 20' NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED W.O. NO.: D-03-63�771 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER , CHECKED BY: P. FERRARI CAD FILE: 03635.DWG FB 475 PGs 46-74 McCONNELL 4X4 WOOD COLUMNS CUSTOM DESIGN TO BE REMOVED 303�JASMINE RD. 18" SQ. x 8TALL COLUMNS BEAM AND POST ST. AUGUSTINE, FLORIDA 32086 904-794-4500 18" SQ. x 8' TAL.L COLUMNS I I FAX 794-9957 ROOF LINE — I I I I TO BE REM6�El) y Lu D r— uj ca F- uu RESTAURANT WALL RESTAURANT WALL a) Z /A 0 Vk/ I U4 ROOF LINE z 0 co EXISTING ROOF EXISTING ROOF SLOPED SLOPED "75 /Al z ;Y Lu (D R or -Z A ILU K,1/4 (D Z EXISTING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE N.T.S. SCALE <> N,T.S. t4 CANTILEVER EXISTING ROOF NEW ROOF BEAM AND POST 4�5-1: SLOPED il-OPED NEW ROOF SYSTEM GUTTER 5 EXISITNG 18" SQ. x 8'TALL COLUMNS J 0 Lu cn (.5 c)3 REVISIONS EXISTING PAVERS TO REMAIN REPAIR AS REQUIRED MBoa SECTION I'N EL L DESIGN JINE RE). STINE, k 32086 �_4500 1_99, 57 rEX 1,(,T I Qtj �IA L L 01 --Olt oz Vit 12�PLEX �41 LS; I Vil 0.ej EA, :�Ttl P 14 SA, "blPE OF' PP�R VEF-T. RF-10F, MW. .0 6,OL. Faall < L L I LIOPE OF Flel LI �J E -IF ,,HI4 WALL 6 0 TO P LA f.1 E�J !:�e�J4, 47 E,4 T E 0 lt7ll'� I �To EART H - E�A, 5 5 0 F loe'O R T T P. r-_)(lf:vTjQ4 l0we. 1�L44 VII Fl 0 0 AT SM� 6,0NlZ,0;F, 9E�eTpe dg- L4�7VI HAY. t4 '�vTEEL� F� i o W F #4 o 4 04. 4��o wo 119, DETAIL AT NEW WALL RAGTIM-E TAVERN -AT SUNKEN FLOOR RETAINING WALL Y, K L 5/4/8.5 NO, r% rATC 7F op elk- 2112"THICK-250OPSI POROUS coNcRErE 8"o c mp sL o r rED DR4 IN 1 6 GRADES AS SHOWN ON PLAN CONC. WALL I SLOPE 3 01o' S LOPE J ---------- C) PRojEcr Loc4 rION 9 5 I"o( HoLEsZ I'c,-NrERs (OR SLors) TO BE DONE 4rF4croRy PRIOR To JNSrALL4TION . .......... 9 112" 1"GRAVEL BED ATLANTIC BOULEVARD COMP4CTED 84CKFILL TYPICAL CROSS-SECTION THRU DRAIN N07TO SCALE 5o'- 18','0 cmp WITH GRArr EXISrING 4SPH4L T P4 vElsfEyr (44SHTQ M-36)SLOTTED DRAIN To BE roRN tip a RiuovED w1rH-1."o HOLES OR SLo rs ON AND REPLACED WITH 2500 PSI. BOTTOM HALF OF PIPE(SEE 2 112"THICK POROUS CONCRETE TYPICAL CRO�S-SFC770N) : TO PROP03ED GR4 DES SHOWN EXISrING FENCE TO REANIN 8.6 P A A WOODEN FENCE TO BE REMOVED 1� ! ! lljmll I I IFCi 0 J4 11 1 1 1 11 I' ll I T41 I 1 1+1+1 I ' ll 111�1111 BOTH ENDS OF PIPE' 1 111111111111111 11 11114 111 Q 4 yC8.7t TO BE COVERED WITH-1 NED IUM WEIGHT FILTZR sump FABRIC (_�__METER ,ty I) 8.6 7 777_77777 77 77 777J EYISTING BUILDING NOTE: ELEVATIONS TAKEN FROM FINISHED FLOOR OF 8L DO. ASSUUED FLEV 9.00 LEGEND T ExlsrINo SPOT ELEmrloN PROPOSED SPOT EL EvA rIoN SCA L E: 114 /'-0 FLOW DIRECTION 0,v 'BEh0li 13uli-D OFFICS TE FL A A/ FOR THE RA G TIME TA VERN- rREVISIONS BY EXISTING 1 8 it x18" BRICK INSTALL :2 P)x10" SYP No.2 BLOCKING W AS REQUIRED IN—BET EEN NEW RAFTERS COLUMNS TO REMAIN "AS—IS" (TYPICAL 3 LOCATIONS) 2"xl 0" SYP 'No.2 RAFTERS @ 24" O.C. 1/ " CDX PLYWOOD SHEATHING, FASTEN ; 2 (MATCH EXISTING SIZE AND SPACING). 9" MIN. W/ 8d COMMON WIRE NAILS, @ 4" 0.C. REMOVE EXISTING FASCIA AND BLOCKING AS LAP 2 FASTEN TO EXISTING DBL TOP PLATE EDGE AND 4" O.C. FIELD REQUIRED TO INSTALL NEW "SISTERED" RAFTERS .0 _ I S-1 w/ 3pcs 12d! TOE—NAILS NAILS ON ONE SIDE OF RAFTER 12 2 xib" P.T. SYP No.2 SUB FASCIA. ' FASTEN TO EACH RAFTER w/ MATCH EXISTING 5-12d COMMON WIRE NAILS ll'_o 6'-0 12"x`12" CMU PIER w/ 2—#5 VERTICAL (TYPICAL 3 LOCATIONS) EXISTING RAFTERS FINISHED CEILING OVER 7/16" OSB 6"x`12" P.T. SYP No.2 2pcs SIMPSON MTS12 CEILING DIAPHRAGM. FASTEN w/ SPLICE NEW RAFTER TO 0.C. ROOF SUPPORT BEAM TWISTED STRAPS EXISTING RAFTER w 8-12d 8d COMMON WIRE NAILS 0 6 Zx 71, 2"xl 0 P.T. SYP No.2 SUB� FASCIA. S EDGES AND 6 0.C. FIELD 0 COMMON WIRE NAIL 0 FASTEN TO EACH RAFTER W/ 1pc SIMPSON CCQ66SDS2.5 COLUMN 5-12d COMMON WIRE NAILS ADD 1pc SIMPSON A35 CLIP i I 1 0 0111 7 AT EACH NEW RAFTER. FASTEN CAP w/ 16pcs l/,"0x2l/," SDS CN SCREWS INTO THE BEAM AND 14pcs w/ 6-10dxll/2" NAILS INTO uj 0 x 21/2 SDS SCREWS INTO THE _w < x2l/4" PAN RAFTER AND 5—#8 Ld Z 2 HEAD SCREWS INTO EXISTING 6"x6" POST 6%6" P.T. SYP No.2. POST EXISTING I// LU kj DOUBLE TOP PLATE w :D —1 /' STRUCTUR- V-6 x3'-6"x2'—O"d E Z LL_ < _j LIJ d CONCRETE FOOTING w/ < > -1-:1 00 z < 4—#5x3'—O" EACH WAY EXISTING TIMBER—/ F— < FRAMED WALL 0 < LLJ (TYPICAL 3 LOCATIONS) x _j M C5 04 0 z 1 1"--� Li X LLI LLj o _3 Lu V) (j) _I a_ w i 0 _> b:j z 7 n K (oou- lpc EMBEDDED POST BASE SIMPSON 0 0) :D CBSQ66—SDS2 w/ 14pcs 1/4"Ox2l/2 F y EX STING BRICK VENEER cf) 04 SDS SCREWS INTO THE 6"x6" POST z 74 0 OVER EXISTING TIMBER Ih_' o _Vx __D WALL z FR4M[- WASH 7 >= BRICK VENEER WRAPPED AROUND m 12"xl2" CMU PIER w/ S-1 2—#5 VERTICAL DOWELS 12"xl2" CMU PIER 04 n 0 �X: EXISTING CONCRETE 2—#5 VERTICAL DOWELS w/ 0A K-4 STANDARD 90- BEND INTO SLAB ON GRADE VERS FOUNDATION EXISTING BRICK PA r------ x_x_x_x Z T-T I I I I I I I I I I I I I I I I I I I I IN. 0 L------ REMOVE AND REPLACE EXISTING BRICK PAVERS AS REQUIRED TO C) d q4 INSTALL NEW CONCRETE FOOTINGS I I . . EXISTING 8" CMU STEM WALL AND 12" CMU COLUMNS 0 9 0 3t-6ppx3*-6$)x2p-0$fd I EXISTING FOOTING CONCRETE FOOTING w/ 4—#5x3'—O" EACH WAY 3" CLEAR (TYPICAL 3 LOCATIONS) 0 0 TYPICAL WALL SECTION AT REAR COVERED PATIO 3 f—6 fp 0 < WALL SECTION , TYPICAL t 1 0 RQOF FRAMING PLAN AT REAR COVERED PATIO 3 SCALE: /4 V-0" SCALE: 1/4 is—oll Z Ld o m C) Z > P < LIJ z APPROVED CITY Of AiLAiyi,jc BEACH BUILDING OFFICE APR 2 6 20o4 o ADD 1pc SIMPSON A35 NEW 2"x`10" SYP No.2 RAFTER CLIP AT EACH NEW @ 24" O.C. "SISTERED" TO 6"x6" P.T. SYP RAFTER. FASTEN w/ EXISTING 2N10" RAFTER w/ No.2 POST 6%6" P.T. SYP No.2 POST < < 6-10dxll/2" NAILS INTO 8-12d COMMON WIRE NAILS 6N12" P.T. SYP No.2 ADD 1pc SIMPSON A35 ROOF HEADER BEAM RAFTER AND 5—#8x2 /4" ER PAN HEAD SCREWS INTO EXISTING 2 x10" RAFT CLIP AT EACH NEW EXISTING DOUBLE TOP PLATE RAFTER. FASTEN w/ EXISTING 2 xi 07 RAFTER —1 pc SIMPSON CBSQ66—SDS2 EXISTING BRICK PAVERS 6-10dxll/2" NAILS INTO EMBEDDED POST BASE RAFTER AND 5—#8x2l/4" 0 PAN HEAD SCREWS INTO EXISTING DOUBLE TOP PLATE 12" CMU PIER w/ ILI 1 0 0 2--#5 VERTICAL DOWELS L11 81' MIN. ry ,H. - 4 REMOVE AND REPLACE EXISTING BRICK PAVERS BRICK VENEER 4 , AS REQUIRED TO INSTALL 0 NEW CONCRETE FOOTINGS N . A - . 4' AND 12" CMU COLUMNS < 4 A uj _j 7 —————————— 000 \— EXISTING DOUBLE 3$-60px3)-61lx2l-0lld TOP PLATE � CONCRETE FOOTIN EXISTING DOUBLE G w/ TOP PLATE NEW 2%107 SYP No.2 RAFTER P�l I I I I MLC DRAWN 4—#5x3'—O" EACH WAY, 6"x6" P.T. SYP 3" CLEAR TOP AND BOTTOM CHECKED @ 24" 0.C. SISTERED" TO 4.1:.l... (TYPICAL 3 LOCATIONS) EXISTING 2%10" RAFTER w/ No.2 POST tf EXISTING STUDS V-6 0�-6$) CCK A 8-12d COMMON WIRE NAILS DATE v 04/02/04 CBSQ66-SDS2 CCQ66-SDS2.5 ALTERNATE POST FOOTING SCALE RAFTER SPLICE DETAIL RAFTER SPLICE DETAIL-PLAN VIEW 12 CMU PIER 2$ I'll 1;i!_�.. - AS NOTED COLUMN CAP (NO 12 x12" CMU PIERI 1111floto I JOB NO. E04-026 + r2 6 SHEET r5 I r4 SECTION SECTION SECTION SECTION DETAIL _011 t 0-011 SCALE: l'—0" 2 SCALE: V/2" SCALE: V/2" V-0" S i SCALE: V/2' 1/2 SCALE: 11/ z OF oil ell 2 �ZHEET OF QiJUkAill"I ., _��t�;, --------------------- 7/7:nco I ZIA o rREVISIONS B Y) BOUNDARY OF ROOF UPLIFT CONN, ECTOR SCHEDULE STRUCTURAL NOTES: SHEATHING OR CEILING I DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE DIAPHRAGM MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS EXAMPLE OF REGION. DESIGNED AS "PARTIALLY ENCLOSED." PLYWOOD PANEL E_DGE NEW CONVENTIONAL ROOF FRAMING: w/ BLOCKING NEW SHED RAFTER: 6"xl 2" HEADER -BEAM (2)MTS1 2 1. LIVE LOADS WHERE REQUIRED UNIFORM LIVE LOADS BYSCHEDULE ROOF 20 PSF OR NOTES NEW SHED RAFTER: EXISTING DEL TOP PLATE (1)A35 NAIL SPACING AT 2. BASIC WIND SPEED 120 MPH SUPPORTED EDGES, NEW SHED RAFTER: EXISTING RAFTER SPLICE w/ 8-12d NAILS IMPORTANCE FACTOR 1.0 SEE NOTES OR SCHEDULE EXPOSURE 6N12" HEADER BEAM: 6"x6" POST (1)CCQ66o—SDS2.5 COLUMN CAP MEAN ROOF HEIGHT 15.0 FT. EXAMPLE OF UNSUPPORTED —\* ROOF PITCH 1/12 (4.8 DEGREES) (UNBLOCKED) PANEL EDGE. 6"x6" POST 12N12" CMIJ PIER (1)CBSQ66—SDS2 EMBEDDED POST INTERNAL PRESSURE COEFICIENT "PARTIALLY ENCLOSED" +0.55/-0.55 UNSUPPORTED PANEL EDGE BASE IS TYPICAL CONDITION UNLESS BLOCKING IS 3. ALLOWABLE UNIT STRESSES: A) CONCRETE — DESIGN AS PER ACI 318 LATEST EDITION REQ'D BY SCHEDULE NOTES: CONVENTIONAL FOUNDATIONS f'c 3000 PSI OR NOTES ROOF RAFTERS 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. ALL OTHER CONCRETE (U.N.O.) f'c 3000 PSI 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. � I OR: INTERMEDIATE NAILING TO 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECT B) REINFORCING STEEL — ASTM! A615 GRADE 60 Z: (n MTS12 14 NAILS ry SUPPORT IS 6" —1 Odxl '/2 Li O.C. MAX. UON A35 6-8dxll/2" NAILS AND 5—#8x2l/4" PAN HEAD SCREWS C) WELDED WIRE FABRIC — AS'TM A185 _w < CCQ66—SDS2.5 16— /4"Ox2l/, " SDS SCREWS INTO BEAM AND NAILING PATTERN FOR SHEATHING zwo D) SOIL BEARING (DESIGN MAX.) 2500 PSF w D _j '/"'0x2lk' SDS SCREWS INTO POST < zu- 0 14— 4 _j N < UP ON ROOF AND CEILING DIAPHR.AGM CBSQ66—SDS2 14— /4"0xN2" SDS SCREWS INTO POST 00 E) CONCRETE MASONRY — DESIGN PER ACI 530 CURRENT EDITION Q� < 0 (o COMPRESSIVE STRENGTH fm = 1500 PSI < 0 DETAIL 0 Z DESIGN UPLIFT WIND PRESSURES FOR ELEVATED F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 of w UJ �— o _1 ui SCALE: NTS ROOF COMPONENTS AND CLADDING (PSF) OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE (n U) _j CL WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION = 005; AREA 1 Osf 20sf 50sf n Zw BY AMERICAN FOREST & P APER ASSOCIATION. ZO UPLIFT SUCTION SUCTION SUCTION 0 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER cn —47.0 —46.8 —46.6 FOR REINFORCING SHALL BE AS FOLLOWS: _ Z 7) I it 0 CONVENTIONAL FOOTINGS 3 ry 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: CONCRETE 40 BAR DIAMETERS MASONRY 48 BAR DIAMETERS 7. ALL LOAD BEARING EXTERIOR 12N12" MASONRY COLUMNS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. FILL ALL CELLS SOLID WITH CONCRETE GROUT. V) Z 8. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. 'ORARY BRACING, SHORING, GUYING OR OTHER 9. PROVIDE ALL TEMP Ljj MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 10. VERIFY ALL DIMENFIONS WITH ARCHITECTURAL DRAWINGS. 0 PROJECT SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT (D < LOCATION 0 SHOWN ON STRUCTURAL ............... DRAWINGS. < 0 _j 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES;: FOR THE ACTS OR OMISSIONS OF THE V) LJJ Q CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR Lj w m THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. z Lu Wind Zone Map Ld cn cn < ry 0 DRAWN MLC CHECKED CCK DATE y4 02 04 SCALE ASNOTED JOB NO. E04-026 4% 1 SHEET � 11 IV C.4 I.- 'k " 20.. j F 4%j 00 HLET 2 OF LANTIC BEACH CITY OF AT 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 jilt Application Number . . . . . 10-00001190 Date 9/29/10 Property Address . . . . . . 1157 E LINKSIDE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 142S ---------------------------------------------------------------------------- Application desc REPLACING 3 SKYLIGHTS ONLY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DERKSEN JELTSJE RAVEN ROOFING 1157 LINKSIDE COURT E 2041 BELOTE PL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 237-1758 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . 3 SKYLIGHTS ONLY Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1425 Expiration Date . . 3/28/11 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERmiT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: _4 4,vi, ,eas Permit Number: Legal Description 3 7-.2J- ,a3 g- SAILe� uni, I,.#- Parcel 4 1,3 ; -7 S-6 T Floor Area ot Sq.Ft /T Sq.Ft Valuation of Work 'Proposed Work heated/cooled /4'ill non-heated/cooled Repair Mo D In lition pooVspa window/door Class of Work(circle one): New Addition Alteration V-,o jen Use of existing/pro sed structure(s) circle one): Commercial Residenti If an existing strucCe,is a fire spriWer system installed?(Circle one)�: es No ('-N�/A Florida Product Approval A f-Z- 13' 7 41, For multiple products use product app roval form Describe in detail the typo of work to be perforr-ned: Ae,.d1rCe-- Property Owner Information: Name: Te-�f 5 ; e- Re r-k f e Y\ Address:,115--) city re- 721 tate jelZip-?,,P-O�Phone *.o-y- 11.2 E-Mail or Fax#(Optional) Contractor Information: Company Name: a r,#X -00 Qualifying Agent: Ze 3e Address: 1. 7 7 2- Atr 1, eA C—ir- city State- 0=4- zip 333 Y-rr X5 ce Phoneja�y-.11 i-k Job Site/Contact Number q0 L-K, 5-zl-ap Fax# Y00- .s-66 - State Certification/Registration 9 r-C C _29(24�2 0 If ,Vchitect Name&Phone# A1�12- Engineer's Name&Phone# Fee Simple Title Holder Name and Addre-ss Bonding Company Name and Address 09- \A-Ortgage Leader Name and Address .�pplication is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or�nstallation has commencedprior to the ssuance ofapermit and tIzat all work will be pe?lbrmed to meet the standards ofall laws regulating construction inthisjurisdiction. 11his permit becomes null znd void ifwork is not commenced within six(6) months, or if construction or work is suspended or abandonedfor%-&iod ofsix(6)months at any time after vork is commenced. I understand that separate permits must be s(,curedfor Electrical-Work,Plumbing,Sikns, T e I Pools, Fzirnaces,Boilers,Heaters, Canks andAir Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COAIMENCETNMNT MAY RESULT IN YOUR PAYING TWICE FOR V"ROVEMENTS TO YOUR PROPERTY. IF YOU INTEI'-il) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR�,rC',Y BEFORE RECORDING YOUR NOTICE OF COMAIENCEMENT. 'hereby cz�ryfy that I have read and examined this' licrition and knoiv tl7e same to be frue and correct. Allprovision�fflaws and ordinances governii,,,g this ype of work-will be coTplied with wherher rZ,:Fe5 herein or not. I he granting of a permit does not presume to give authority to violate ncel the moidsions ofany otherfederal,state, or local reg ulating construction or the pei-formance ofconstruction. ')ignature of Signature of Conthraet,�� )rint Name T) L rint Name ................... A. S.JACKSON 11 S. JACKSON 1) 4-- —A ...jj,��-A �—I, DD676978 Sworn to and 1,2011 th i s a ION#D0676971 4 1 1 Zvi I i:�— 1,ta' Y'pqa ly RE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. Rovised 01.26.tO BY. FILE COPY !' DATE: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Addres 4M ate Department review required Yes/ No Building Applicant: R0411W Planning &Zoning Tree Administrator Project: ------- Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept,of Environmental Protection Florida Dept, of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLJCATION STATUS Reviewing Department First Review: MApproved. ElDenied. (Circle one.) Comments: BUILDING) PLANNING &ZONING Reviewed by: Date:— TREE ADMIN. Second Review: FlApproved as revised. F�ffenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. FIDenied. Comments: Reviewed by: Date: Revised 05114109