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6th Street 386
PAU EXIS R SPT AC AC CONDENSER EXI & DISCONNECT TEL PANEL a EXIST ELEC TO EXTERIOR C 0 EXTERIOR LIGH'T5 EXIST PANEL LIGHTS C C ELEC H H METER 7 XIS R gr WH EXIST AC CONDENSER Q IN ATTIC FOR C A ., UNIT ';GHT > F H I JH lo, < AT AT CEILING DOOR CEILING DOOR K OPE!NE!R 7 OPENER H C TO LIGHTS 5EL w C 5 77777/rF:�� B ELECTRICAL FIXTURE LEGEND: $ TOGGLE SWITCH DIMMER SWITCH DUPLEX RECEPTACLE DUPLEX RF-C, ABOVE COUNTER (4411 A.F.F.) DUP. REC, - WEATHERPROOfm 22OV, OUTLET/JUNCTION BOX 110 V. JUNC-rION BOX <1 TELEPHONE OUTLET @ SMOKE DETECTOR 491 CABLE! TV OUTLET SECOND FLOOR A PENDANT CNLING LT, FIXTURE 1/411 11-011 WALL MTD. LT. FIXTURE C RECESSED CEILING LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT C- EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY FIRST FLOOR F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) 1/411 11-011 G EXHAUST PAN k, M,C J FLUORESCENT - SURFACE MTD S I -IXTURE K VANITY r L 2411 UNDERCOUNTER L-IGHT cl: R CEILING FIXTURE - SURFACE MTD. -d vi . 0 SWITCH ONLY LOWER HALF Of:-- DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. e. PROVIDE GFI CIRCUITS AT ALL OUTLETS AT WET OR DAMP AREAS. TYPE R FIXTURE!S WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR $ (LIGHT ON WFif!N DOOR OPEN) HAVE! OWNER WALK-THRU AFTER LOCATIONS OF BURR RESIDENCE ADDITION SWITCHES, OUTLETS, F!TC HAVE! BE!E!N MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO 386 SIXTH STREET WIRING & GYP BD INSTALLATION, ATLANTIC BEACH, FLORIDA PREWIRE FOR STEREO SYSTEM AS DIRECTED BY e Structural Engineer: OWNER. Warren V. Carrigan, III Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane COORDINATE W/ SECURITY SUBCONTRACTOR FOR Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V 51 PE No. 48803 POWER SUPPLY FOR SECURITY PANEL. co 0217 -F�� TS I chkd JWTS _idato,6/14/02 4 f 4 ah. ELECTRICAL PLANS A4 CONCRE!TE NOTES 1. CONCRETE COMPREHENSIVE STRENGTH FOR FOOTINGS & SLABS 2500 PSI AT 28 DAYS (UNO). 2. ALL REINFORCING STEEL #3 & BIGGER SHALL Be ASTM A615 GRADE 40 DEFORMED BARS (UNO). 3. ALL REINFORCING STEEL SHALL HAVE! 90 DEGREe BEND AT CORNERS WITH A 251, LAP. 4. FIBERMESH 19 AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWr. 2x6 RAFTERS & 2xio CEILING JOISTS 0 1&, O.C. 5. EARTH FILL SUPPORTING SLA55 ON GRADE SHALL BE FREe OF ORGANIC MATERIAL & COHESIVE SOILS. COMPACT THE FILL IN 1211 LIFTS TO AT LEAST 95% OF MODIFIED DBLe ST DS PROCTOR MAXIMUM DRY DENSITY. 6. STEMWALLS OVER 4 COURSeS TALL REQUIRES SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION UXISTS. LA r ---I I -- I I I z 7, TO CONTROL CRACKING IN TH5 SLAB CUT 111 DEEP SAW CUTS IN A 151xl5l GRID THROUGHOUT N 8. DO NOT SCALE! FOOTING DIMENSIONS & LOCATIONS FROM THE FOUNDATION PLAN, DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN, IF FOOTING lu THE! SLAB WITHIN 12 HOURS OF A CUCRETE PLACEMENT. LU SIZE OR LOCATION IS NOT DETERMINATE FROM USE5 OF FOUNDATION PLAN ALONE, CONTACT d3 A. THE! ENGINEER OF RECORD. 2 LJ 0 0 0 EXIST SLAB r 1 0 x x ILI 11i EXIST 8" CONC BLOCK ON EXIST CONC FOOTING 2-2x1O SYP HIP 0 C) N POST FROM RIDGE M ji I RID( E @) 2�2xll) TO BEAM - SEE 0;1 1 ATTACH NEW FOOTING TO EXIST DETAIL THIS SHT 2-2x1O GYP HIP 1 'B,E! 11 �T POST FROM RIDGE! lu W/ 245 BARS x 21-611 EPDXIED A BEAM - See INTO HOLES DRILLED 611 INTO EXIST L A35 -ACH 91 TC)ETAIL THIS SHT iL FTG, CENTERED IN DEPTH OF x TIRPL RAFTER K FOOTING co x ATTACH NEW SLAB TO EXIST W1 W/ #4 BAR x 11-611 0 2411 O.C, EPDXIED FIBERGLASS SHINGLES OVER 4" CONC. AC INTO HOLES DRILLED 6" INTO EXIST LAPPED 30# FELTS ON 1/211 CD SECURE JOIST TO RAFTER W1 COND PAD SLAB AT MID-DEPTH PLYWD SHEATHING ON 2x6 6-16d NAILS AT EACH END SET 311 ABOVE RAFTERS @ 16" O.C. GRADE NEXT EXIST SLAB EXIST PAD 3- b/811:<811 LA 1 SIMPSON HS W/ 10-10d 'oZ k R b 5 C F E WS (Tr P NAILS AT CA RAFTER 1:0 x .\7 AT 5 LOCOTO� 9) EXIST THICKENED Ito 12 0 F'GLASS BATTS CONT. 4 ALUM CAVE DRIP - -W/--.BArrLES BETWN RAFTERS 5 1/2" STEP 1, 611 :51 1 -E Cq +171-6 3/4;�N 411 31 211 -YY4 OVER P.T. 1x4 ON x 2x8 FASCIA CONT —j LU zi MATCHING EXIST C4 x F- \ 7 1/2" CEILING GYP BD ON 9j\ 2x1O CEIL.19 JITS 0 1611 O.C. t- 2x6 RAFTERS @ 24 01C. \2-MT912/ ACCeSS STAIR TO ATTIC o 1 —6- 4 11 1 CENTERED OVER STEPS - @4-5 J/ ]oil 01-5 1/2 1 WIDEN FOOTING 2x4 RAFTERS @ 24:: O.C. ADJUST RAFTERS TO DDLE! 2K6 GYP #2 ME z WHERE IT MEETS PLATE! W1 SIMPSON 5PH6 x EXIST FOOTING PROVIDE FOR ACCES STAIR 3/811 ADX PLYWD SOFFIT EXI lu F ---------01 DE5L-F- STUDS W/ 3" CONT SCREENED (M W/ 10-8d NAILS AT EVERY F1 --.F OTHER STUD & EVERY HEAD'R -1811 CONCRETE BLOCK ON VENT MATCHING EXIST KING STUD A0 ffi-01-4 1/21 20"xS" CONC FOOTING W1 N lu T 245 CONT W1 FILLED CELL ROOF FRAMING PLAN 4" STUCCO FRIEZE DBLE 2x8 SYP #2 q CA W1 #5 VERT 0 ALL CCRNERS, 1/411 11-011 HEADER TYP 0 2ND FLOOR w < 4:1 ENDS, & 4'-0" O.C. MATCHING eXIST Z -j L x V* o N I 7a,S T \.O /811 811 A CW (T P 5 C To S1 W/ 1 CRIPPLE & 2 KINGS 4'1 CONC SLAB W/ 16;r6 1.4 WINDOW AT EACH SIDE J L] xW1.4 W.W.F. OVER 61 NIL. VAPOR STUCCO ON FELT BACKED OD WIDEN FOOTING BARRIER ON CLEA� COMPACTED, co WHERE IT MEETS GALV LATH OVER TYVEK TERMITE TReATED 4111 L EXIST FOOTING LU HOUSE WRAP ON 1/2" CDX 0- R-16 F'GLASS INSUL 0 ,,F=XIST 811 CONC BLg�K (IN 0 PLYWD SHUATH'G W/ 8d 811 CO�NCRE!Te BLOCK ON I -i eXIST CONC FOOT N NAILS 9 3" O,C. AT ALL 1/211 GYP BD ON 2x6 SPF U) 20"x8l" CONC FOOTING W1 r,11 0 EDGES & 6" O.C. IN FEILD STUDS @ 16" O.C. 2-#5 CONT W1 FILLED CELL L-i / CA 3/4" PLYWD STURDIPLR W/ 05 VERT 0 ALL CORNERS, 16"xl2ll DP. THICKENED ENDS, & 4'-0" O,C. SLAB W/ 2-#5 CONT ALIGN 2ND FLOOR STUDS ON 16'1 DEEP TJI W/ 19T FLOOR STUDS W1 JOISTS 0 16" O.C. SIMPSON C516 x 4411 STRAP L j W/ 22-10d NAILS CONNECTING +9'-6 3/4kj r-1 I 1 11 x EVERY OTHER 2ND FLR STUD & I I EVERY HEADeR KING STUD To 141-83/411 121-23/411 ALIGNED 19T PL-R STUD OR 0 16lIx8l' THICKENED HEADER BELOW N EDGE! W/ 245 CONT 1 1/2"xl6ll RIM BOARD CONT -19 BATT INSUL CONT rj d to L L b /2" CEILING GYP BD J L — - - - - - -h 12"xl 1/211 STUCCO BAND T- — — - - I - 1-1 r-r F7 L-j I I LJ LJ L QBLff. 20 6 + ALIGNED W1 BOTTOM OF - YP f 2 JOP STUCCO ON 1/211 PLYWD PLATE L SOFFIT AT NORTH EXTENDED 21-011 , 91-011 at-all 91-011 -011 x ---- r i BAY W1 SLOPED TOP EDGE WET EMBEDDED'0���-' - - I 91 1 1— 1 1 WET EMBEDDED SIMPSON STHD14 SIMPSON STHD14 STUCCO ON FELT 5ACKED DBLE 2x12 SYP #2 HEADER SEE 1ST FLOOR PLAN 3r SEE 1ST FLOOR PLAN Lj 0 GALV LATH OVER TYVEK W/ 1/211 PLYWD PLITCH NOTE SHEC-T Al HOUSE WRAP ON 1/211 CDX TYP AT 1ST FLOOR U.0,N. z NOTe SHr:C-T Al 0 PLYWD SHEATH'G W/ 8d W/ 1 CRIPPLE & 2 KING j J NAILS 0 311 O,C. AT ALL STUDS AT EACH SIDE W/ CO 4 z 0 EDGES & 611 O.C. IN FEILD SPH6 W/ 10-10d NAILS AT =co 0 0!! EACH HEADER KING J a_ FOUNDATION PLAN -.%-o -1 WINDOW 1/411 = 11-011 0/ R-16 F'GLASS INSUL IL P.T. 2r,6 SILL PLATE W/ SIMPSON L a. SPHIS W/ 10-10d NAILS AT 5VERY 1/211 GYP BD ON 2x6 SPF lu 11 LU STUDS 0 1611 O.C. > r OTHER STUD & EVERY HeADeR UPLIFT CONNECTION HARDWARE (ALL HARDWARE BY SIMPSO�!) KING STUD P T, 2x8 \ L j - Ur 1/2"x 12" ANCHOR BOLT W/ 2"x2llx1/80 WASHER 0 5211 O.C, 1/411 EXPAN JT MATeRIAL 1. RAFTER TO BEARING WALL 1-H8 W/ 10-10d 1 314"X1611 MICROLAM BeAM JL J 'I r n 4" CONC SLAB W/ +01-011 0) 2. HIP RIDGE TO WALL 2-H8 W/ 10-10d — 'i "Ox 3. RAFTER TO HIP RIDGE! OR MAIN RIDGE A35 W/ 12-8dxl 1/211 + 3-10d TOE! NAIL-9 1 3/4"X16" MICROLAM BEAM,,, VINYL STUCCO EDGE 55AD W1.4xW1.4 W,W.F. UJI 4. HIP RIDGE TO HIP POST 2-H8 W1 10-10d PAINTeD CMU STEM WALL 5. DBLE PLATE TO STUD PER WALL SECTION L 0 L 6. SILL PLATE! TO STUD PER WALL SECTION 4. z C-4 1 7. 2ND FLR TO IST FLR STUDS PER WALL SECTION FINISH GRADE! VARIES U(D r. 13 8. WINDOW/DCIOR HeADERS PER WALL SECTION 2-2x12 HEADER W1 1/211 2-2X12 HEADER W/ 1/211 9. MAIN RIDGE TO HIP POST PLYWO FLITCH W1 PLYWD FLITCH W/ Y' 0 HUS 210-2 24"X12" CONC FTG W/ 2 2 CRIPPLE! & 2 KING 9 CRIPPLE & 2 KING 10. HIP POST TO SUPPORT BEAM 4-CS16 W/ 10-10d AT EACH END OF' STRAP Y" #5 CONT ALIGN W/ EXIST STUDS STUDS 11. HIP POST SUPPORT BEAM TO DBLE STUD 2-HTS28 W/ 22-10d %� j it 12. CANTILEVEREO JOIST TO TOP PLATE! SOLID BLKG 5eTWN 2-H6 W/ 8-8d 4�. % 3/4"xl6ll RIM50ARD Wl" CANTILEVERED TJI'S C.��TIOL%VERED 16111 [DEEP INVERTED HANGER TO TJI'S I /PR & C916 STRAP W/ 10-10d WALL SECTION 50� JOI, 0 16111 OC S� 17PRO 250 JOIS 4 NAILS EA END TO STUD�? 4 ...... 2ND FLOOR FRAMING PLAN 1/211 11-011 'k 1/411 11-011 2-2x1O VERTICAL W/ 1/211 PLYWD FLITCH ATOP ALL 1ST FLOOR HEADERS ARE 2-2x12 U N 01-'�-' NOTES: H8 STRAP SUPPORT BEAM BELOW -C916 STRAPS AL-L 2ND FLOOR HEADERS ARE 2-2x8 UKOI 1, ROOF SHEATHING TO Be 1211 MIN, CDX W1 8d W1 4 d" COMMON WIRE NAILS 0 411 O.C. 0 ALL EDGES & - HOLD 1-2x1O SHORT TO SUPPORT HIP 611 O.C. @ INTERMEDIATE SUPPORTS, 2-2x8 HIP RIDGE 2. ALL WALL SHEATHING SHALL 5ff 1/211 CDX PLYWD W1 BLOCKING AT EDGES, W/ 8d COMMON NAILS AT "2�2-2xlO MAIN RIDGE BURR RESIDENCE ADDITION 311 O.C. AT EDGES & 611 O.C. IN FIELD, SEE SHT A2 FOR SHeAR WALLS & NOTES. F HUS 210 HANGER 386 SIXTH STREET 3� GLUE & NAIL ALL 3/411 STURDI-FLOOR PLYWD SU5-FLOOR SHEATHING W/ 10d ATLANTIC BEACH, FLORIDA COMMON WIRE NAILS @ 411 O,C. EDGES & 611 O.C. PIELD. INSTALL SOLID H8 STRAP Structural Engineer: BLOCKING BeTWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. Warren V. Carrigan, TOE! NAIL BLOCKING TO DOUBLE TOP PLATE! W/ 12d NAILS 0 611 O.C. BEAM DELOW Ill Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida z 0 01 PE No. 48803 0217 TS' lchkd JWTS 1dal. 6/14/02 5 4 HIP/RIDGE POST DETAIL AL. ah. 1 1/211 11-011 FOUNDATION & FRAMING PLANS & WALL SECTION A3 ---------- ........................... RIDGE- VENT OR 12 NEW FIBERGLASS SHINGLE GLASS 5LOCK EXIST ROOF TO REMAIN ROOFING it I 1 -1 -4, RAISED STUCCO PILASTER MATCHING EXIST Fm F1 E-1 I I I I I I I I I I I I T I I I I FINISH ON NEW SECOND FLOOR Eil EXIST ROOF BEYOND FALSE BRACKET OF F pa F F t I I F I- I- r- I LI 9 P.T. #1 6x6 HORIZONTAL & 4x6 VERTICAL & DIAGONAL - CHAMFER EXPOSED ENDS 111 Cq 2T or RIZONTAL & F HA eR El 511 E3 El E3 '---�STUCCO BAND FEIE FM ----OVERHeAD GARAGE DOOR F] EILIE] RECONSTRUCTED GARAGE & NEW EXIST SECOND FLOOR NORTH ELEVATION WE!ST ELEVATION I Al 11-011 1/411 11-011 NEW FIBERGLASS SHINGLE NEW FIBERGLASS SHINGLE! ROOFING ROOFING I I fill EXIST ROOF r I-,- I I I I I I I I I -L-- TO RE!MAIN L j- RAISED STUCCO PILASTER MATCHING EXIST 50.01 1 If I I f 00 F711 0) 7-L .1 T- SETqK .......... STUCCO FINISH ON NEW SECOND FLOOR STUCCO BAND J (0 SET K EXIST STRUCTURE 0 EXIST 10 0 0 _=Z,. EXIST RECONSTRUCTED GARAGE & NEW RESIDENCE " SECOND FLOOR SOUTTH ELEVATION EAST ELEVATION 1/41, jl-011 1/4�,� 11-011 Og 0 EXIST GARAGE! - I B J —1 0 SECOND FLOOR 04 —FIRST FLOOR GARAGE! ADDITION ADDITION 0 4 lu 21- 11 1 oil 'm z XIL100 L EXIST CONIC DRIVES DRIVE! REMOVED NEW 411 CONC SIXTH STREET uk m 40' R/W SITE PLAN 0 111 201-011 LOT 37, BLOCK 7, PLAT NO. 1, V, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE 7 CURRENT PUBLIC RECORDS OF BURR RESIDENCE ADDITION DUVAL COUNTY, FLORIDA, 386 SIXTH STREET ATLANTIC 5EACH, FLORIDA AREAS: Structural Engineer: EXISTING 2240 SP Warren V. Carrigan, III NEW IST FLR STAIR 14 -j 1571 Blue Heron Lane Fisher & Simmons Architects, Inc. TOTAL 16T PLR 2254 SF 3z Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 EXIST GARAGE 459 SP PE No. 48803 GARAGE ADDIN 199 0217 TS tkd JWTS I date 6/1'4/02 20f 4___ TOTAL GARAGE 658 SF 0 ah. ELEVATIONS & SITE PLAN A 2 ............... TABLt-j--COMPONENT AND CLADDING 12ffr2jQN 9-RITERIA AND LQA2a Qfaj9zN PR2j&URI5 TYPI! OF CONSTRUCTION: TYPE VI UNPROTECTED Building Q2de Z4,one HIGHEST POINT OF ROOF ABOVE! 2001 fflorida Building Code esignation, Interior Zone End Zone ive (pal (pef) EXIST 19T FLOOR SLAB: 23'-411 Cod2 fQr Deslan -Loada Effecti 9 ffe ANSI/ASCC- 7-98 Wind Area 13!2!2f Loading (Cd- 1.25) 0 20 af +48 -51 +48 -60 Top Chord Dead Load 7 psf Top Chord Live Load 20 pof 21 60 of +46 -49 +46 -57 Bottom Chord Dead Load 5 psf Bottom Chord Live Load 10 psr 51 100 of +43 -48 +43 -52 Flo!2c Lggding (Cd-I 1.00) Top Chord Dead Load 10 pof +42 Top Chord Live Load 40 paf 101 200 af -45 +42 -49 Bottom Chord Dead Load 5 psf Bottom Chord Live Load 0 pof E!ND ZONE DISTANCE, a -- 31 THIS STRUCTURE� 15 LOCATED IN THI-= WIND BORNC- DEBRIS REGION AND HAS Viod L (Cdn 1.60) BEE!N DESIGNED AS A PARTIALLY E!NCLOSE!D ASCI! , 55 Gust 120 MPH STRUCTURE. Exposure Category C Importance Factor 1.0 Building Category Partially Enclosed Interior Pressure Cooff 0.55 C&C Design Pressures (see table 1) I EXIST EXIST ROOF 5r:LOW IN EXIST REMOVE EXIST ALIGN NE!W WALLS ACCESS TO ATTIC' / W/C-XIS eXIST ATTIC\ :51'.8y SFTNR DOOR 141-8%'ll 211 51-4Y211 PAU VERIFY TO ALIGN W1 EXIST 19T FLOOR' A I-S E-XIST ] TEL PANEL 301,x 0 ROD & SHELF 0 321111 1 EXIST .3211 0 A6R 0 IL ] PANEL 7.11111 J I tu x E-XIST J 1 :5011 CLOSET —Tot- E-LEC HARDWD I F=XIST 5 1/211 1-6111-611 METC-IR X STEP 0 N A MASTER ROD & SFTE—L�F 10 5 1/211 STEP 5 1/211 STEP HAROWD J J C14 2411 FULL HT LINC-N EXIST GARAGE! CABINff-T W/ SHELVES GARAGE J LLJI V. 0 041 T,0 ci 0 2811 PKT 2811 PK- <13: -XIST CONC DRIVE 91-j J \/C j 2z 0 Il0 (D REMOVED -- IL = -1 a 3: CI 0 C-4 Cq 3,211 z 0 -1 . I z MASTER lu 01— 0 U) 0 BATH X J C> L IL C4 TILE 0< 0 4�— 0 2 -1 0 *0 L=XIST WALL U)-1 REMOVED C41 0 C4 ON 1 x 0 HIGH �IXED 0 7.1 5KYLT W C4 WINDOWS W/ TO LI TS LT SHAF 3211 0 =IBE-RGL J C4 PLANT SHELF BF!LOW CENTERE --��--CLeAR GLASS 55 r" 0 1 N VANIT SHWR SURROUND J 321 5211 J �b J J W1 2411 GLASS e) DOOR 91x7l OVERHEAD DOOR 91x7l OVERH 0 DOOR W02020AWO 5� 2--26505H 2-26 50SH SIMPSON STHD14 W/----c> SIMPSON STHD14 W/ 38-16d SINKL2RS AT 121-011 '91-011 41-411 91-011 ---------- 58-16d NKERS AT 5;4265 11 EACH MND OF SW-11 101-311 EACH E! D OF SW-1 F C 19H W1 IN LIF=-U OF MTT285 IN LIE! OF MTT285 71-roll 41-1011 41- L 71-roll 301-811 PI 11 1 -DOWN STAIR �71 SIM TO ATTIC ABOVE! LEG;END A Nv -% SO \CONC WALK EXTENDED EXIST ISW-1 SHEARWALL W/ 1/211 COX PLYWD SHEATHING 4" . CONG WALK 5E(:;0ND PLOOR . 4� ON 2x6 SPP #2 STUDS 0 1611 O.C. SECURE W/ C3 ,-4 r's . . 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES 1/411 11-011 0 & 611 O.C. IN FIELD. INSTALL SPF #2 BLOCKING RE G E- �AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON A M P 1 C L 6 H5 I Ed, 0 N S e 0 C 3,0"x 5all 5011 0 C-4 32 IL 9515IR DOOR -4 IN Tr MTT285 W1 5/8"x1211 ANCHOR BOLT & W1 24-16d NAILS P1 r TO STUDS AT eACH F-ND OF SHC-ARWALL SC-GMENT 2 :3 FIRST FLOOR city of Xilantic Beacfi f.pq Ito, TO CONC FOUNDATION BELOW. Planning and Zoning Department cily of Atlantic r��!,K) 1/411 11-011 APPROVFD This approval vertfies compliance with applicable 2ND FLOOR SHEARWALL W/ 1/211 COX PLYWC) SHE!ATH10 T Zoning, Subdivision and other local land CITY OF A LANU ON 2x4 SPF #2 STUDS @ 1611 O.C. SECURE W1 BUILDING QFFICF. but does not constitute a s3uance Of P8rMftL Compliance F EXIST WALL TO REMAIN 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES with Florida Building Code and ad other applicable P", & 611 O.C. IN FIELD, INSTALL SPF #2 BLOCKING JUI'� �� 8 20L)2 locall, State and Fee (ntitting requirements PC EXIST WALL TO BE REMOVED AT ALL HORIZONTAL JOINTS. INSTALL 2 SIMPSON must be verified &lure Of a Ci tlantic 17777771 NEW WALL Beach Bu0*19 It 9" Prior to the 1, uar of a CS16 STRAPS W1 11-10d NAILS AT DBLE! STUDS AT EACH 'a ell Building PenaL r_,��m eNO OF SHeARWALL SeGMENT TO DBLE STUDS ENDS ob -4 ARE-AS: OF: SW-11 SHEAR WALL BELOW OR WALL FRAMING BELOW. Apmvtd Bp E!XISTING 2240 Sr- Date (e. it NEW 19T FLR STAIR 14 NUMBER OF FULL HEIGHT 2x6 STUDS TO USE! I . NF-W 2ND FLOOR 663 AT EACH SIDE OF HEADER. USE 2 MIN TOTAL AC'D 2817 SP= TYPICALLY UNLE-55 NOTED OTHERWISE. E-XIST GARAGE 459 SF- GARAGE ADDIN 199 NOTES: 1. VERIFY ALL DIMENSIONS. BURR RESIDENCE ADDITION TOTAL GARAGE 658 Sf= 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. 386 SIXTH STREET SHEATHING, OR Cr:NTE!RLINC- OF INTERIOR PARTITION UNLESS ATLANTIC BEACH, FLORIDA OTHERWISE NOTED. FOS - f1ACF- OF STUD. Structural Engineer: 3. PROVIDE- WE-ATHff-RPROOP THRESHOLDS & WE-ATHERSTRIPPING AT ALL Warren V. Ca San, III E-XTE!RIOR DOORS. rri Fisher & Simmons Architects, Inc. 31 1571 Blue Heron Lai 4. ALL L-XTE!RIOR WINDOWS BY WEATHERSHILED. ALL EXTERIOR DOORS & Jacksonville Beach, Florida 32250 1510D Second Street South Jacksonville Beach, Florida WINDOWS TO MEET WIND PRESSURES INDICATED IN "DESIGN CRITERIA" ABOVE. PE No. 48603 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD fSP15), 0217 TS chkd JWTS I dal. 65/114/02 1 4 OR APPROVED EQUAL. STUDS CAN BE! SPF NO. 2, ALL TIMBeR SHALL HAV5 A ah. MAXIMUM MOISTURE! CONTENT OF 19%. PLANS Al .7 v, ALUM: FLASHING TURNEQ` all UP BEHIND FELTS 'AT�-STUCCO CONCRETENOTeS STUCCO ON FELT BACKED FIDaRGLASS SHINGLE OVeR Q_ALV LATH OVER TYVEK C '1TE,' COMPRf!HeNSIVE STRENGTH FOR FOOTINGS AONCRL & SLABS 2 500. PSI AT 28 DAYS (UNO). WRAP ON ,1/211 CDX :zINFQR.CING .5TEf!L, #34, DIGGER SHALL BE A5TM A610 , GRAD 40 DEFORMED 5AR5 (UNO), LAPPED 300 FF_LTS 'PN,1/2ll CDX HOUSE 2. Lt. ,,RL 6 *ATHIQ -W1 8d mINFORCINQ STEEL $HALL HAVe, .90 DE!GRee BEND AT- CQRNERS, WITH A 2511 LAP, PLYWP: SHeATHING`QN..,2,,x6 PLYWD SHE I "W.,-, -RS & 2x10 CEILING JOISTS 0 1611 O.C. RAFTI!RS 0 1611 Q.C. 4'. F15ERME5,HAS AN ACCEPTABLE ALTERNATIVE & SHALL NOT ' REEQUIRa, WW 2K6 RAFTE NAILS 0 � 3VO,C� AT ALL-, F 5. 'EARTH FILL SUPPORTING SLABS�� ON GRADE S EDGES & 011 0.C I N F E I L 0 HALL BE ,FREE OF ORGANIC MATERIAL & -TS TO AT, LEAST 95% OF MODIFIED ALUM' UAVE DRIP CoHrzslvf!,,, SOILS. COMPACT THE,.FILL IN 124 Lir DBLE ST DS OVEN, PT. 1x4 ON PROCTOR. MAXIMUM, PRY 12 -DENSITY. MATCHING EXIST 1 0. STeMWALLS, OVER 4, COUR5ESTALL Rff_Q ;NTION TO' BRACING DURING 2x8, FASCIA CONT 2x6 & 2x4. LEDGERS W1 UIRES SPECIAL ATTL CQNSTRUCTIQNf',, 'CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. I SIMPSON A35 W1 9-8d x I 1 1/211 NAILS AT LOA RAPT5R 7. TO.- CONTROL CRACKING IN THE SLAD, CUT ll� DEEP SAW CUTS, IN A 151xl5l GRID THROUGHOUT e FOUNDATION PLAN. DO NOT < VENT MATCHING EXIST' DETERMINE "FOOTING LOCATIQN FROM ARCHITECTURAL 'PLANS OR FRAMING PLAN, IF POOTING ILI THE,,SLAB, WITHIN ,12 HOURS OF A C6NCRETE PLACEMENT. 31811 APX PLYWD SOP, FIT W1 30' CONT 5CREENEQ� �, S. DO NOT, SCALE - FOOTING DIMENSIONS & LOCATIONS FROM TH -TERMINATE FROM U5f! 'OF FOUNDATION PLAN ALONE, CONTACT 113 SIZE OR� LOCATION IS:. NO.T DE H :*T ENGINEER OF ReCORD. E X P.T. #1 4x4 W/ 1/21lx8ll LAG SCREWS W1 V WASHERS _j _j 1 L 0 0 6x6 HORIZONTAL � 'Ax6 DIAGONAL 5RACKE!TS - SECURE W1 1/2"x r r r U) U) 3 10" LAG SCREW$ W1 V DIA "0 WASHER. COUNTERSINK & PLUG. .. . EXIST SLA5 .0 x (CHAMPER ENDS -111 di tu _j _j EXIST 811 CONC BLOCK ON x1O SYP HIP POST FROM RIOG 2r2xl D( SHff D ROOF SECTION EXIST CONC FOOTING 2-2 e if-Qlj TO BEAM - 5E!e 2-2XIO BYP HIP 1/211 ATTACH NEW FOOTING TO EXIST DETAIL THIS BHT �T POST FROM RIDGE W1 2-#5 BARS x 21-611 EPDXIE!D SEE L INTO HOLES DRILLED 6" INTO EXIST h TO BEAM A35 EACH SIDE of!TAIL THIS BHT 4 FT.G, CENTERED IN. DEPTH OF OF TRPL: RAFTER x FOOTING 0) (0 ATTACH NEW SLA5 TO EXIST W1 J., L x C -PDXIED W/, #4 BAR x 1'-6" 9 2411 O.C. E; FIBERGLASS SHINOLeS QVER 4" CONC. AC LAPPeD 30# FeLTS ONA./211 CD COND PAD INTO HOLES DRILLED roll INTO EXIST VERIF OIME!NSION TO 10TST SECURE JOIST TO RAFTER W1 SLA15 AT MID-Dr:P,TH ALIGN EDGE OF STEPPED PLYWD 5HE!ATHING ON �.U6 SET 3" A50VF_ 6-16d NAILS At EACH ENE) SLAD, W/ IN51DE (BACK) I? O.C. GRADE NEXT RAFTERS- @ 1611 EXIST SLA5 -XIST PAD FACE OF DRYWALL Of- E -011 0 0 w ) - 3- /811x8ll LA _-4�L� & STAIR WA fk k SCF EWIS IT YP 1 SIMPSON H8 W1 10-10d'. 00 NAILS AT EA RAFTER ON to AT 5 TCA T S) -,GLASS BATTS CONT, 5XIST THICKE!NED o r 4 Q. 12 _j x ALUM E!AVP- DRIP BAFFLES BETWN RAFTERS 5 1/21" STE: C14 OVER P.T. 1x4 ON 6 41-011 -6 11 11 roll �4. x 2x8 FASCIA CONT di %--k i MATCHING EXIST x 1/2" CENLING GYP BD ON ell O.C' di I \2-MT512 2AO CaILIG JITS 9 1 _j ACCE!5S STAIR TO ATTIC - 0 '. -WIDP-N FOOTING CENTERED OVER STEPS - oil 11 2x4 RAFTERS 0 24 ADJUSTRAFT5RSTO UDLff, 26§ �YP #2 TOP, Z 0 WHERE IT MEETS W1 SIMPSON SPH6 x PROVjDff 2x6 RAFTERS 0 2411 O.C. SOFFIT., PLATE -6-01 5 P211 EXIST FOOTING O.C.�/\DBLE STUDS 3/8" AOX' PLYWD (tMA A EX W1 10-8d NAILS AT EVERY F W1 5"', CONT SCREENEP PROVIDE 3/4" PLYWD FLOORING'� XRY :3A -TE BLOCK ON KING STUD C4 , N exisT , OTHf!R .STUD & .eVL HE VR _0j_5 010,811 CONCRE IN ATTIC (81xl6l AREA) VENT MATCHING _j UP 1/211 2011x8l' CONC FOOTING W/ IL_ ,; - ROOF FRAMING PLAN 2-#5 CONT W1 FILLED CELL lu ODLE 2x8 SYP #2 3, 0 V 4" STUPCO . FRIEZE C14 1 1 . 0. " , W/ #5 VERT 0 ALL CCRNERS, 1/411 11-011 il lu < MATCHING EXIST HEADER TYP 0 2NQ FLOOR Z:�, + Z J ENDS, & 41-011 O.C. W1 1 CRIPPLE & 2 KINGS d) . 4 4U CONC SLAB W/ Ore 1.4 WINDOW AT EACH SIDE! r xW1.4 -W-W.F. OVER 6 NIL, VAPOR STUCCO ON f=E!LT BACKEV�, WIDEN FOOTING BARRIER ON CLEA COMPACTED, WHERE IT MEETS TERMITE TREATED �11 L QALV LATH OVER TYVEK , I d b�,� EXIST FOOTING HOUSe' WRAP ON 1/211 0_' 0 R-16 F'GLA5S INSUL PLYWO SHEATH-10 W/ EXIST 81' CONC 5Lf K N 8" CONCRETE BLOCK ON NAILS 9. 31 O.C. AT ALL,' . 1/211 GYP 5D ON 2x6 SPF1 . EXIST CONC FOOT N? 20"x8" CONC FOOTING W1 EDGES 4. 6" O.C. IN FEILD.' STUDS 0 1611 O.C. 0 2-#5 CONT W/ ,FILLEQ CELL C14 X1,2- OP, THICKENE Di 3/41$ PLYWD STURDIFLR ' . W1 #5 VERT 0 ALL CORNERS, r COW +01- ON 16,') QEEP ' TJI ff_ND%' & '4'-011 O.C. ALIGN 2ND FLOOR . STU T3ev� T -0j W1, IST, FLOOR STUDS W JQISTS;.,.,&: 1611' 0,C. jL SIMP5O.N.'.'.qS16 x 4411 STRAP� U) x W/ . 22-1.00�'_NAILS CONNECTING +91-5 - 3/4h-j ILI "ADER K: A 14i 8 Y411 EVERY H,L ING- $TUO',-70 -LR �$TUD & EVERY, OTHER, 2ND F 1 Vr 2 N411 0 ALIGNED, IST FLR STUEI�' NED 10 HEADER' DELOW x8l' THICKE� C-DQr= #0 CONT j 1 1/211X1611 RIM BOARD C'Q,N.T - 9 BATT INSUL CONT L _j C; T T1 -ILING GYP 50 Lr 121W 1/211 STUCCO BAND 1/2" CE _j 64-01-su p_f2 IQ _7t 1 j r I Ir ;,j ALIGNED, W1 BOTTOM . OfA,'r DBLE 2x§ BY Ep! r rL L_ r STUCCO, ON 1/21' PLYWD,""' PLATE! x 91-011 . 91-011 U) BAY W/ SLOPED TO WET EMBED SOFFIT AT NORTH EXT =21-011 P EWE DED LLJ - . I W E T EMBEDDED SIMPSQN STH014 301-811 SIMPSON STH014 STUCCO. ON FELT BACK' 19T FLOOR PL 0 P5LE' 2.�12 'SYP #2 HEADER SEE AN.- SEE IST FLOOR PLAN LJ . ,GALV LATH OVER. TYyf!k, W/ .1/2" PLYWD FLITCH NOTE! SHEET Al -ET -HOUSE- WRAP ON 1/211 CD�, , z NOTE SHE _ A1 TYP AT 15T FLOOR U-0,N. a3 0 2 KING PLYW0, $HEATH'G W/ 8d W1 1 CRIPPLE J. C14 NAILS. 9' 3u, O.C. AT ALL:,,I,! STUDS AT EACH SIDE W1 4 r EDGES '& 61' O.C. IN FeiLp SPH6 W1 10-10d NAILS AT 0 04 lu EACH HEADER KING w 0- FOUNDATION PLAN WINDOW 0/ CA X 1/411 R-16 FlGLAS5 INSUL P.T. 2XO , SILL PLATE! W�/.. 51MPSON 1/211 GYP 5D ON 2x6 5PP 0):2 SPH6�'W/' 10-10d NAIL$. AT �!Vf!RY STUDS 0 1611 O.C. > OTHER STUD & E!Vf!RY, .HEAQF_R KING STUD. P.T. 2x8 -CTION, HARDWARL= UPLIFT CONNE (ALL HARDWARE BY SIMPSON) 1/2"x 1211."ANCHOR 5OLT"W/_,_ =ARING WALL 1-H8 W1 ,IQ-10d 1/411 EXPAN JT MATERIAL - I.. RAFTER TO BE I 3/4"x1611 MICROLAM BEAM At- L 2llx2llx1/.6ll, WASHER 0: �P4 C. y -Irr 'I r I EF 04 U) 2. HIP RIDGE TO WALL 2-H8 W/ 10-10d 4" CONC SLAB W.1 +01- 3. RAFTER TO HIP RIDGE OR MAIN RIDGE! A35 W1 12-8dxl 1/211 3-10d TOE NAILS I 3/4"x1611 MICROLAM BEANIN., W1.4xW1.4 W.W.F (1) VINYL STUCCO EDGE 'BEAD r lu 4. HIP RIDGE TO- HIP POST 2;-HS W/ 10-10d TO. STUD PAINTED CMU STEM WALL . 5. ODLE PLATE PER WALL SECTION el"IV,<</ 0 IL 6. SILL PLATE TO STUD PaR WALL SECTION 1 0-4 C4 wz 7.. 2ND FLR. TO 1ST FINISH , GRADE VARIES FLR STUDS PE!R WALL SECTION LU "ADdRS 2-2x12 HEADER W1 1/2" 2-2x >_j 8. WINDOW/DOOR HL PER WALL, SECTION 12 HEADER W1 1/211 9. MAIN RIDGE TO HIP POST HUB 210-2 PLYWD FLITCH W1 PLYWD FLITCH W1 2411XI211 CONC fmTG W1 2' CRIPPLE & 2 KING 10, HIP POST TO SUPPORT BEAM +�CS16, W1 10-10d AT EACH END OF STRAP STUDS 2 CRIPPLE! & 2 KING #5 CONT 4 STUDS ALIGN W1 E�(J�ST 0 4 4 0 11. HIP POST SUPPORT BEAM TO OBLE STUD 2-HTS -10d 12. CANTILeVf!RE!D JOIST TO TOP PLATE 2-.H5 W1 a-8d SOLID 5LKQ BETWN t 28 W`1 22 3/4"xl6ll RIMBOARD W11 CANTIL5V5Rr:D TJI'S INVERTED HANGER TO J CAjRTILEVE!Rf!D 1611LDEEP & C516 STRAP W/ 10 1 10-1 PPRO 256 JOIST9 0 161' O.C. TJ?/ ok NAILS EA END TO ST WALL SECTION 2ND FLOOR FRAMING PLAN 'm 1/2" 1/4" 11-011 -2x1O VE!RTICAL W1 2 �.".�1�13 'S 1/2" PLYWD FLITCH ATOP ALL 1ST FLOOR HEADERS ARE 2-2x12 U.N. it H8 STRAP NOTES- SUPPORT BF!AM. BELOW ALL 2ND FLOOR HEADERS ARE 2-2x8 U.N.O. 11�' 1. ROOF SHEATHING TO BE 12" .MIN. COX W1 ad W1 4-CS16 , STRAPS COMMON WlgEk�NAILS 0 40 O.C, 0 ,�LL EDGES & HOLD 1-2x10 SHORT 6" O.C. 9 INTERMEDIATE SUPPORTS. TO SUPPORT HIP 2-2x8 HIP RIDGE, ALL WALL S,Hf!ATHING ,SHALL BE 1/211 CDX PLYWD W1 5LOCKIN0'-_AT, EDGE;% W1 8d COMMON NAILS AT 3a O.C. 'AT EPOES & Oil O.C. IN FIELD. ��7-:_��2-2xlO MAIN RIDGE! BURR RESIDENCE ADDITION SEE 5Hr .A1`r-OR SHEAR WALLS & NOTES. 386 SIXTH STREET 31.' GLUf! & NAR�ALL 3/411, STU RDIr'FLOO R PLYWD SU5-FLOO'R SHEATHING W/ 10d HUB 210 HANer::R ATLANTIC BEACH, FLORIDA HS 'COMMON WIM�,.NAILS. 0 411 ,O.C. EDGES & .611 O.C. FIELD. ,IN$TALL�. SOLID STRAP '. Structural Ensincer: TOE! NAIL, 50CKING TO DOUBLE TOP PLATE W`1 12d, NAIL$ 0, OR O.0 Warren V. Carrigan, III BEAM BELOW Fisher & Simmons Architects, Inc. 15LOCKING 15f:TWEEN FLOOR TRU55C9 AT ALL 5E!ARING' WALLS & SHEWWALLS, 1571 Blue Heron Lane 2 Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 0 PE No 48803 f JWTS d.l. 6/14/02 :5 f. 4 -VISION 0217 TS 7/23/02 GeNERAL. RE ohkd IL HIP/RIDGE POST- DETA 0 sh. + T_ D_ Ir 1 1/211 4 FOUNDATION & FRAMING A3 ANS & WALL SECTION 51 ............ zNT 0 R R 10 E! V L I r f I I I OFF RI 0 G f! VENT I I I I f I G LA 5 S BLOCK. 11 7 NEW FIBE!RGLASS 5 H I N 0 L E, EXIST ROOF T 0 1 2 ROOFING -0,-,j I I I I F I I I I I I F I I I I I p I f I I f I f I I I I I T__F__ I f _L_T_j RAISED STUCCO PILASTff-R F MAT 3XIST CHINQ L STUCCQ FINISH ON NEW 9 E!CqN 4,,ELQ QR LLL1 LLL1 SHED ROOF St!Lm 2/A 5 1 -Lj 1 1 1 1 1 LLU WU p/ , e rist-R 0 0 F"'5j5,Y 0 N d"- _j _L7_L I FALSE'5RACK5T ' OF pig I T I 1 1 7 & 4x6 VERTICAL DIAGONAL - CHAMFER eXP05r:E) e N 1)5 111 13 E3 STUCCO BAN rCREATE�D W/ VINYL STUCCO EXPANSIN JOIN TS OVE R H aAD GARAGE DOOR 0 El 0 RECONSTRUCTED GARAGE & NEW EXIST SECOND FLOOR NORTH ELEVATION WEST ELEWATION 1/411 11-011 1/411. , 1'-Oil I T I I T I I I I I r --I,- Nr:W FIBERGLASS SHINGLE! NEW FI5t!R0LA$S SHINGLE F I I I I I I I rll_ ROOFING ROOFING I I I f I I I EXIST ROOF TO REMAIN L _L L I I I I I I I I I I i I L L 1 -1 T--T-T--L-T`-T-'r r =J--- L___L -L _.L L 20 STUCCO PILASTER RAISE! MATCHING EXIST 50.01 co 0 j- + SETqK LLI�0-111 , STUCCO FINISH ON NEW SECOND ,FLOOR 5 T U_C_ C(Z. /1--_C R ff AT 1!o-W/ L E I STUCCO t�XPANS'N JOINTS S TE K eXIST STRUrTURF_ 61 EXIST 16 RESIR�NCE EXIST RECONSTRUCTED GARAGE & NEW " SECOND FLOOR SOUTTH, ELEVATION EAST EL15VATION 1/411 11-011 1/411 it-oil -CIT SFT51 0 ' EXIST GARAOL3 5 0 SECOND FLOOR —FIRST FLOOR GARAGE* ADDITION ABOVE! 0 ADDITION ! . __= s L V. d3 z 21- W-01 -011 U) w< I C_ x 1L)0 0 CIA a 1 121 5yi LU 0) O"L. S T B 9P_TB to 4 4" CONC f!XIST CONIC DRIVES DRIVE REMOVED SIXTH STREET 40' 91W C.0 Uj SITE- PLAN -011 '2 kxT LOT 57, 5LOCK�71 PLAT NO. 1, SUBDIVIS1W.1%11 ATLANTIC BEACH A ECORDeD IN PLAT BOOK 5, PAQJ�,-�69 OF THE . �CURRENT PUDLIQ RECORDS Of(�, DUVAL COUNT-'Yj, FLORIDA. BURR RESIDENCE ADDITION 386 SIXTH STREET ATLANTIC BEACH, FLORIDA 3AS: ARE! EXISTING 2240 SF ' Structural Engineer: L *'A I R 14 n V. Carrigan, III NEW 1ST F Warre Fisher & Simmons Architects, Inc. P L TOTAL 19 2254 SF 1571' Blue Heron Lane 459 SP EXIST GA Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida PE No. 48803 (GARAGE! 199 Sp TS ,, 6/14/02 2 4 4 TOTAL GARAG 050 7/23/02 GENERAL REVISION �.m 0217 drwn JWTS T� ELEVATIONS T 0 NIZO" TA A L HA FeR El El El _LLLD_ Li Z'47 r_T_ & SITE PLAN A2 4 ... ............... 1ABLe 1 COMEONE —ANQ CLAIMING DC�jIGN CRITff.BIA AND LOADa 0-25M PMaSURES TYPE OF CONSTRUCTION: TYP� VI U,NPROTE-CTE!D Zon Building Qgde ;-ST POINT OF ROOF ADOVe inatior HIGHE 2001. f9orlda. Building Code Interior Zone End Zone -XIST IST FLOOR SLAB, 220-411 cgsig for Dq*igrL__1Qad5 (paf) (pef) Ef f ectiv AN5I/ASCE! 7 .48 Wind A 92of Loa!jin (Cd- 1,25) 0 - 20 af +48 -51 +48 -60 Top Chord good Load 7 pof W Top Chord Live Load 20 Paf 21 - 50 af +46 -4 +46 -57 Bottom Chord Dead Load 5 paf Bottom Chord Live Load 10 pof 51 100 ar +43 -48 +43 -52 ff_lg!2r Loodi (Cd- 1.00) Top Chore' Dead Load 10 pof 101 200 ar +42 -45 +42 -49 Top Chord Live Load 40 pof Bottom Chord Dead Load 5 paf Bottom Chord Live Load 0 psf END ZONE! DISTANCE, a 31 THIS STRUCTURE! IS LOCATED IN THE 5ORNE DEBRIS REGION AND HAS Loading (Cd- 1,60) BEEN DESIGNED AS A PARTIALLY ENCLOSED A�Cf! 7-98, 3a Guat 120 MPH STRUCTURE. expooure Categ(?ry C IrTiportance Factor 1.0 54ildin Cate�ory II Partialpy Enclosed Interior Prossure Cooff 0.55 C&C 09319n Pre*aurea (age table 1) EXIST RESIDENCE EXIST ROOF DELOW. NEW 80 GAL WATER .HE! CR AT IN PLACE! 'OF EXIST IN EXIST S ALIGN NEW WALLS ACCESS TO REMOVE! EXIST W/r:XI$T ATTIC R DOOR EXIST ATTI SPTNR 141-8:Y411 C\ 31 8xil 4y,11 EXIST VERIFY TO ALIGN W1 EXIST 1S f=LOOR' A[ L5 TEL - PANEL f PAINTED 11 DEEP 71 HIGH BOOKSHELVE 30"x _j 4Z 5811 T 5211 ROD & SHELF 32111 0 *LE!C L i� IL Y_ w k� AGR 0 PANEL EXIST .1111 1 1 x Q I . CLOS 'IT I J. Jj T 71 L IL HAROWD METER EXIS 611 w T 5 1/211 T_ 0 C4 STEP r-1-41 . '4� 0 I . .. 11 1 1 . .. - -, . , . . . MASTE'R (Rol) 6: 5HELF ' C4 _1D 10 5 1/211., STEP oe, 5 1/21, STE:P HARDWD ce LO 2411 FULL HT LINaN 0 -A ST- OARAGE ACCESS PANEL GARAGE e A FOR SPA = r 0 -0 0 2811 PKT 2811 PK T 0 EXIST CONC DRIVe _! J -0 W_ 0 40 0 W_ .REmovr co L C-4 C14 3211 z _j f MASTER 7- 0 x C4 BATH U) 0 - - TILE! j 0 !00 Q) x EXIST WALL to_j REMOVED DN I M 0 HIGH klxeD SKYLT W 0 _IC1 0 WINDOWS W1 TO LI TS LT SHAF 0 Cl CLEAR GLASS PLANT SHELF J BELOW CeNTaRE C,4 0 N VANIT SHWR SURROUND L3 2 3211 W1 2411 GLASS DOOR ri 9IX71 OVER 9'x7l OVERH D.. DOOR I HEAD DOO 202016,WO J 1;� r r 2 ,26 OSH ...... 2-26 505H 5IMP5ON STHD14 W 1-011 91-011 91-011 SIMPSON STHO14W/ F 7 . SINKERS AT 41-411 41-411� ERS AT 26510 H W1 1-5 11 \ 38-16d 38-16d NK ' -011 f= L yA 51 EACH, END OF SW-1 EACH E D Of* SW-1 IAL CIRCL IN LIMU.'OF MTT28B lol- 31-011 L, OVERHEAD CEILING MOUNTED IN LIE! OF MTT28D 71-611 SHOWf!R HEAD W/ SINGLE VALVE! 301-811 PULL-DOWN STAIR IM TO ATTIC ABOVE Lf!GEND \CONC 'WALK EXTENPED EXIST 1SW-1 SHEARWALL W1 1/21t COX PLYWD SHEATHING CONC WALK ON 2xG SPF #2 STUDS @ 1611 O.C. SECURE W/ SECOND FLOOR 8d COMMON WIRC NAILS 0 311 O.C. AT EDGES 1/411 11-011 FIELD. INSTALL SPF #2 BLOCKING & 611 O.C. IN r AT ALL HORIZONTAL JOINTS. INSTALL I SIMPSON MTT285 W1 5/Wx1211 ANCHOR BOLT & W1 24-16d NAILS Do T =ACH END OF SHeARWALL SEGMENT 0 STUDS AT E! FIR5T FLOOR TO CONC FOUNDATION BELOW. P vl tA%TIC BEACH 1/411 11-011 girfrif k 2ND FLOOR SHEARWALL W1 1/211 COX PLYWD SHEATH'G W, \U ON 2x4 SPF #2 STUDS 0 1611 O.C,. SECURE! AUU 0 Ne . Z W1 8d COMMON WIRE! NAILS 9 311 O.C. AT exbGE9 I EXIST WALL TO RE! -LD. INSTALL SPF #2 BLOCKING C" :MAIN V E & 611 O.C. IN F I E =1 EXIST WALL TO, B5 REMOVED AT ALL HORIZONTAL JOINTS. INSTALL 2 SIMPSON Q NEW WALL S' AT DBLE STUDS AT EACH -10d NAIL C916 STRAPS. W1 11 JUL 2 5 2cr END OF SHE!ARWALL SEGMENT TO D5LE STUDS ENDS City of Atlantic Beach 4,z) 'AS: -1 SHEAR WALL BELOW OR WALL FRAMING BELOW. ARE OF SW Ail EXISTINO 2240 Sf= Building and Zoning NEW 1ST FLR STAIR 14 NUMBER OF FULL HEIGHT 2x6 STUDS TO USE -LOOR 663 AT EACH SIDE OF' HEADER. USE! 2 MIN NEW '2ND r TOTAL ACID 2817 Sf= -SS NOTED OTHERWISE. TYPICALLY UNLE EXIST GARAGE 459 91= GARAGE! ADDIN 199 -Y ,ALL DIME,NSIONS. BURR RESIDENCE ADDITION . . .NOTES: 1. VERIr TOTAL GARAGE 658 SP 2. ALL OI,ME!N5IONS ARE! TQ, FACE! OF BLOCK, rACP. Of- PLYWO, 386 SIXTH STREET OF INTERIOR PARTITION UNLESS SHf!ATHINGJ' OR CMNTERLINE! ATLANTIC BEACH, FLORIDA OTHERWISE NOTED. FOS FACE OF' STUD. Structural Engineer: 3. PROVIDE! WEATHEMPROOF THRESHOLDS & WdATHER5TRIPPING AT ALL w , arren V. Carrigan, III EXTERIOR DOORS Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane 4. ALL EXTERIOR -WINDOWS BY WEATHERSHJL�P. ALL EXTERIOR DOORS & Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida WINDOWS TO' MEET WIND PRESSURES INDICATED IN "DESIGN CRITERIA" PE No. 48803 1 7/23/02 GENERAL REVISION 0217 TS JWTS d.t. 6/14/02 1 4 cihkd Qf S. ALL TIM5f!R FOR,' BaAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPjIB) 3D oh. OR APPROVE! EQU1,Aj_. ' STUDS CAN2 BE SPF NO. 2. ALL TIMBER ' sHALL HAWd A S 3 E IN IM A P L 6 H d E - '0 N 5 0 re FAR '3011x, EXIST L*LE!C PANEL /ko" T 0 OOOR t17L r ENDC D e E!XT - CONC WALK A' MOISTORr= CONTENT OF 199. MAXIMUNI PLANS A 1 I F I I ----7..----- __ . . __ ___ . ___ ------ I I � — - .---- ._� .—I.----- --..--.. ..--.-- .------.--.- - .. - , , ,- �, . . '. . , ,. '. , - , ,.1 ,, .. . ,. , ..� I .,. � . 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K. 92009 VHIRC) DEACH, FEORIDA 407 562 5410 co 0 10 MAP SHOWING SURVEY OF LOr 37, SLOCK 7, PLAT No. 1, suBDIVISION 6A* ATLAWIC BEACH AS FOCORDF-D IN PLAT BOOK 5, PACE 69 OF THE CURRENr RMIC RMIORDS OF LAVAL C0IJR1Y, F-1,0RIDA. 6th 40'RIW PAVED STREET (49.92'FIELD) 114.39' FIELD 50.00 FOUND 1/2'IRON PIPE FOUN '*-FOUND V9'IRON D 'co PIPE NO CAP LAL 104-'PE 0 1"P J� L.S. 1046 0 4'CHAIN LINK FENCE U) 20.4' rn 12.0 0 0 4,§ I STORY STUCCO RESIDENCE LOT 39 LOT 35 No. "6 -j 0 UJI FINISHED FLOOR .6 ELEVATIONs 12.36 '0 6 CC41tED/ 4.0 U') CONCRETE NOTES STOOP 0 THIS IS A BOUNDARY SURVEY, NO BUILDING RESTRICTION LINE PER PLAT. 14.0' 4 ANGLES AS PER FIELD SURVEY. NORTH PROTRACTED FROM PLAT. 10.9, CONCREIE CNCREOTE STOOP PATIO 7 re-' Mr c 6 1993 *VW PRIVACY Building and Zoning FENCE 4'C14VAIN'UNK FOUND I/elmots Pirt FEN 9 40.4' NO CAP FOUND 1/c INON Plpz:;� NO CAP ro.4 50.00' LOT 40 (50LIO'FIELD) I LOT 36 LOT 38 THE PROPEM SIMN k1EREON APPEARS 70 LIE IN FLOOD ZONE *Xw (AREA OUrSIDE 500-YEAR FLOOD PLAIN) AS WEJL AS CAN BE DETE11,11NED MOM THE wFLOOD INSURANCE RATE MAP" MR ATLANrIC 1711 SOUTH STH STREET - JACKSONVILLE BEACH. FL 32250 - (904) 241-8550 - FAX 241-3346 MAP SHOWING SURVEY OF LkYr 37, BLOCK 7, PLAT W. 1, SUBDIVISION "A" ATLANTIC BEACH N 7, -CORDS OF DUVAL COUNIY, RI 5, PA(7, 69 OF 11 CURRF1,11' PIfi3fIC RE FLO 6th 40' R/W PAVED STREET bw1ding and Z()vllllg 114.32' FIELD 50.00, P FOUND 1/2"IRON PIPE FOUND 112*tRCM-PIPE "-FOUND 1/2'IRON PIPE 0 NOCAP L,13. 1048 777 �.S. 1040 01 4 (n m m I LOT 39 LOT 35 ab 0 w 0 Lt- -o 0I, NOTES THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE PER PLAT. ANGLES AS PER FIELD SURVEY. NORTH PROTRACTED FROM PLAT, ALL FENCES SHOWN ARE 4CHAIN LINK. 7 0 FOUND 1/2'11ROX PIPE j( CAP FOUND- ;.-I E NOCAP 0.3, A 0.4* 50.00' LOT 40 :1 50,04'FIELD LOT 38 :1 LOT 36 THE PROPER�N SIJCWN APPEARS 1`0 T41E IN FUDOD ZCtE X" (ARFA OUMIDE 500 YEAR FLOOD PLAIN) A.S WL1, AS CAN BE DE',lTERflUjNED F" 'lliE "FLOOD INSURANCE RATE MAP" IT)R N17AWIC BEACH, FLORIDA. T laREBY CERTIFY 'IT) JTFFF?,b`Y AND CAROLYN WJODS, AND PRC)FFSSI(,)NA[, LAND TIlTY, INSURANCE ,JWANY ITIAT I HAVE SURVEYED llff�, JANDS AS SfKJWN IN 'IlfE ABOVE CAPTION AND TliAT THIS MAP IS A TRUE AND CORRECT REPRESENTNfION OF '111Nr SURVEY AND '111AT 'niE SURVEY REPRESEWED HEbZEON *ZM THE MIN-IMUM WCHNICAL STANDARDS OF TTff� FLORIDA ADMINISTIWIVE' (X)DF, CliAVn-;'R 21-1-Hi-6 AND IliE FLORIDA LAND TtTL.E ASSOCIATION. Ism THIS SURVEY NOT VAUD UNLESS MAXINE C, CLARKE,- L.S.. SEALED WITH AN EMBOSSED SEAL FLORIDA REG. LAND SURVEYOR Nd. 3117 OF SURVEYOR SIGNED HEREON SCALEs 1 20' BOATWRIGHT LAND SURVEYORS, INC DATE: APRIL 1, 1992 DRAWN BY' swc 1711 5th STREET SOUTH SHEET_L OF FILE: 92-220 JACKSONVILLE BEACH, FLORIDA 241-8550 MAP SHOWING SURVEY OF LkYr 37, BLOCK 7, PLAT W. 1, SUBDIVISION "A" ATLANTIC BEACH N 7, -CORDS OF DUVAL COUNIY, RI 5, PA(7, 69 OF 11 CURRF1,11' PIfi3fIC RE FLO 6th 40' R/W PAVED STREET bw1ding and Z()vllllg 114.32' FIELD 50.00, P FOUND 1/2"IRON PIPE FOUND 112*tRCM-PIPE "-FOUND 1/2'IRON PIPE 0 NOCAP L,13. 1048 777 �.S. 1040 01 4 (n m m I LOT 39 LOT 35 ab 0 w 0 Lt- -o 0I, NOTES THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE PER PLAT. ANGLES AS PER FIELD SURVEY. NORTH PROTRACTED FROM PLAT, ALL FENCES SHOWN ARE 4CHAIN LINK. 7 0 FOUND 1/2'11ROX PIPE j( CAP FOUND- ;.-I E NOCAP 0.3, A 0.4* 50.00' LOT 40 :1 50,04'FIELD LOT 38 :1 LOT 36 THE PROPER�N SIJCWN APPEARS 1`0 T41E IN FUDOD ZCtE X" (ARFA OUMIDE 500 YEAR FLOOD PLAIN) A.S WL1, AS CAN BE DE',lTERflUjNED F" 'lliE "FLOOD INSURANCE RATE MAP" IT)R N17AWIC BEACH, FLORIDA. T laREBY CERTIFY 'IT) JTFFF?,b`Y AND CAROLYN WJODS, AND PRC)FFSSI(,)NA[, LAND TIlTY, INSURANCE ,JWANY ITIAT I HAVE SURVEYED llff�, JANDS AS SfKJWN IN 'IlfE ABOVE CAPTION AND TliAT THIS MAP IS A TRUE AND CORRECT REPRESENTNfION OF '111Nr SURVEY AND '111AT 'niE SURVEY REPRESEWED HEbZEON *ZM THE MIN-IMUM WCHNICAL STANDARDS OF TTff� FLORIDA ADMINISTIWIVE' (X)DF, CliAVn-;'R 21-1-Hi-6 AND IliE FLORIDA LAND TtTL.E ASSOCIATION. Ism THIS SURVEY NOT VAUD UNLESS MAXINE C, CLARKE,- L.S.. SEALED WITH AN EMBOSSED SEAL FLORIDA REG. LAND SURVEYOR Nd. 3117 OF SURVEYOR SIGNED HEREON SCALEs 1 20' BOATWRIGHT LAND SURVEYORS, INC DATE: APRIL 1, 1992 DRAWN BY' swc 1711 5th STREET SOUTH SHEET_L OF FILE: 92-220 JACKSONVILLE BEACH, FLORIDA 241-8550 MAP SHOWING SURVEY OF LOr 37, SLOCK 7, PLAT No. 1, suBDIVISION 6A* ATLAWIC BEACH AS FOCORDF-D IN PLAT BOOK 5, PACE 69 OF THE CURRENr RMIC RMIORDS OF LAVAL C0IJR1Y, F-1,0RIDA. 6th 40'RIW PAVED STREET (49.92'FIELD) 114.39' FIELD 50.00 FOUND 1/2'IRON PIPE FOUN '*-FOUND V9'IRON D 'co PIPE NO CAP LAL 104-'PE 0 1"P J� L.S. 1046 0 4'CHAIN LINK FENCE U) 20.4' rn 12.0 0 0 4,§ I STORY STUCCO RESIDENCE LOT 39 LOT 35 No. "6 -j 0 UJI FINISHED FLOOR .6 ELEVATIONs 12.36 '0 6 CC41tED/ 4.0 U') CONCRETE NOTES STOOP 0 THIS IS A BOUNDARY SURVEY, NO BUILDING RESTRICTION LINE PER PLAT. 14.0' 4 ANGLES AS PER FIELD SURVEY. NORTH PROTRACTED FROM PLAT. 10.9, CONCREIE CNCREOTE STOOP PATIO 7 re-' Mr c 6 1993 *VW PRIVACY Building and Zoning FENCE 4'C14VAIN'UNK FOUND I/elmots Pirt FEN 9 40.4' NO CAP FOUND 1/c INON Plpz:;� NO CAP ro.4 50.00' LOT 40 (50LIO'FIELD) I LOT 36 LOT 38 THE PROPEM SIMN k1EREON APPEARS 70 LIE IN FLOOD ZONE *Xw (AREA OUrSIDE 500-YEAR FLOOD PLAIN) AS WEJL AS CAN BE DETE11,11NED MOM THE wFLOOD INSURANCE RATE MAP" MR ATLANrIC 1711 SOUTH STH STREET - JACKSONVILLE BEACH. 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Building Code Interior Zone End Zone -XIST IST FLOOR SLAB, 220-411 cgsig for Dq*igrL__1Qad5 (paf) (pef) Ef f ectiv AN5I/ASCE! 7 .48 Wind A 92of Loa!jin (Cd- 1,25) 0 - 20 af +48 -51 +48 -60 Top Chord good Load 7 pof W Top Chord Live Load 20 Paf 21 - 50 af +46 -4 +46 -57 Bottom Chord Dead Load 5 paf Bottom Chord Live Load 10 pof 51 100 ar +43 -48 +43 -52 ff_lg!2r Loodi (Cd- 1.00) Top Chore' Dead Load 10 pof 101 200 ar +42 -45 +42 -49 Top Chord Live Load 40 pof Bottom Chord Dead Load 5 paf Bottom Chord Live Load 0 psf END ZONE! DISTANCE, a 31 THIS STRUCTURE! IS LOCATED IN THE 5ORNE DEBRIS REGION AND HAS Loading (Cd- 1,60) BEEN DESIGNED AS A PARTIALLY ENCLOSED A�Cf! 7-98, 3a Guat 120 MPH STRUCTURE. expooure Categ(?ry C IrTiportance Factor 1.0 54ildin Cate�ory II Partialpy Enclosed Interior Prossure Cooff 0.55 C&C 09319n Pre*aurea (age table 1) EXIST RESIDENCE EXIST ROOF DELOW. NEW 80 GAL WATER .HE! CR AT IN PLACE! 'OF EXIST IN EXIST S ALIGN NEW WALLS ACCESS TO REMOVE! EXIST W/r:XI$T ATTIC R DOOR EXIST ATTI SPTNR 141-8:Y411 C\ 31 8xil 4y,11 EXIST VERIFY TO ALIGN W1 EXIST 1S f=LOOR' A[ L5 TEL - PANEL f PAINTED 11 DEEP 71 HIGH BOOKSHELVE 30"x _j 4Z 5811 T 5211 ROD & SHELF 32111 0 *LE!C L i� IL Y_ w k� AGR 0 PANEL EXIST .1111 1 1 x Q I . CLOS 'IT I J. Jj T 71 L IL HAROWD METER EXIS 611 w T 5 1/211 T_ 0 C4 STEP r-1-41 . '4� 0 I . .. 11 1 1 . .. - -, . , . . . MASTE'R (Rol) 6: 5HELF ' C4 _1D 10 5 1/211., STEP oe, 5 1/21, STE:P HARDWD ce LO 2411 FULL HT LINaN 0 -A ST- OARAGE ACCESS PANEL GARAGE e A FOR SPA = r 0 -0 0 2811 PKT 2811 PK T 0 EXIST CONC DRIVe _! J -0 W_ 0 40 0 W_ .REmovr co L C-4 C14 3211 z _j f MASTER 7- 0 x C4 BATH U) 0 - - TILE! j 0 !00 Q) x EXIST WALL to_j REMOVED DN I M 0 HIGH klxeD SKYLT W 0 _IC1 0 WINDOWS W1 TO LI TS LT SHAF 0 Cl CLEAR GLASS PLANT SHELF J BELOW CeNTaRE C,4 0 N VANIT SHWR SURROUND L3 2 3211 W1 2411 GLASS DOOR ri 9IX71 OVER 9'x7l OVERH D.. DOOR I HEAD DOO 202016,WO J 1;� r r 2 ,26 OSH ...... 2-26 505H 5IMP5ON STHD14 W 1-011 91-011 91-011 SIMPSON STHO14W/ F 7 . SINKERS AT 41-411 41-411� ERS AT 26510 H W1 1-5 11 \ 38-16d 38-16d NK ' -011 f= L yA 51 EACH, END OF SW-1 EACH E D Of* SW-1 IAL CIRCL IN LIMU.'OF MTT28B lol- 31-011 L, OVERHEAD CEILING MOUNTED IN LIE! OF MTT28D 71-611 SHOWf!R HEAD W/ SINGLE VALVE! 301-811 PULL-DOWN STAIR IM TO ATTIC ABOVE Lf!GEND \CONC 'WALK EXTENPED EXIST 1SW-1 SHEARWALL W1 1/21t COX PLYWD SHEATHING CONC WALK ON 2xG SPF #2 STUDS @ 1611 O.C. SECURE W/ SECOND FLOOR 8d COMMON WIRC NAILS 0 311 O.C. AT EDGES 1/411 11-011 FIELD. INSTALL SPF #2 BLOCKING & 611 O.C. IN r AT ALL HORIZONTAL JOINTS. INSTALL I SIMPSON MTT285 W1 5/Wx1211 ANCHOR BOLT & W1 24-16d NAILS Do T =ACH END OF SHeARWALL SEGMENT 0 STUDS AT E! FIR5T FLOOR TO CONC FOUNDATION BELOW. P vl tA%TIC BEACH 1/411 11-011 girfrif k 2ND FLOOR SHEARWALL W1 1/211 COX PLYWD SHEATH'G W, \U ON 2x4 SPF #2 STUDS 0 1611 O.C,. SECURE! AUU 0 Ne . Z W1 8d COMMON WIRE! NAILS 9 311 O.C. AT exbGE9 I EXIST WALL TO RE! -LD. INSTALL SPF #2 BLOCKING C" :MAIN V E & 611 O.C. IN F I E =1 EXIST WALL TO, B5 REMOVED AT ALL HORIZONTAL JOINTS. INSTALL 2 SIMPSON Q NEW WALL S' AT DBLE STUDS AT EACH -10d NAIL C916 STRAPS. W1 11 JUL 2 5 2cr END OF SHE!ARWALL SEGMENT TO D5LE STUDS ENDS City of Atlantic Beach 4,z) 'AS: -1 SHEAR WALL BELOW OR WALL FRAMING BELOW. ARE OF SW Ail EXISTINO 2240 Sf= Building and Zoning NEW 1ST FLR STAIR 14 NUMBER OF FULL HEIGHT 2x6 STUDS TO USE -LOOR 663 AT EACH SIDE OF' HEADER. USE! 2 MIN NEW '2ND r TOTAL ACID 2817 Sf= -SS NOTED OTHERWISE. TYPICALLY UNLE EXIST GARAGE 459 91= GARAGE! ADDIN 199 -Y ,ALL DIME,NSIONS. BURR RESIDENCE ADDITION . . .NOTES: 1. VERIr TOTAL GARAGE 658 SP 2. ALL OI,ME!N5IONS ARE! TQ, FACE! OF BLOCK, rACP. Of- PLYWO, 386 SIXTH STREET OF INTERIOR PARTITION UNLESS SHf!ATHINGJ' OR CMNTERLINE! ATLANTIC BEACH, FLORIDA OTHERWISE NOTED. FOS FACE OF' STUD. Structural Engineer: 3. PROVIDE! WEATHEMPROOF THRESHOLDS & WdATHER5TRIPPING AT ALL w , arren V. Carrigan, III EXTERIOR DOORS Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane 4. ALL EXTERIOR -WINDOWS BY WEATHERSHJL�P. ALL EXTERIOR DOORS & Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida WINDOWS TO' MEET WIND PRESSURES INDICATED IN "DESIGN CRITERIA" PE No. 48803 1 7/23/02 GENERAL REVISION 0217 TS JWTS d.t. 6/14/02 1 4 cihkd Qf S. ALL TIM5f!R FOR,' BaAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPjIB) 3D oh. OR APPROVE! EQU1,Aj_. ' STUDS CAN2 BE SPF NO. 2. ALL TIMBER ' sHALL HAWd A S 3 E IN IM A P L 6 H d E - '0 N 5 0 re FAR '3011x, EXIST L*LE!C PANEL /ko" T 0 OOOR t17L r ENDC D e E!XT - CONC WALK A' MOISTORr= CONTENT OF 199. MAXIMUNI PLANS A 1 I F I I 51 ............ zNT 0 R R 10 E! V L I r f I I I OFF RI 0 G f! VENT I I I I f I G LA 5 S BLOCK. 11 7 NEW FIBE!RGLASS 5 H I N 0 L E, EXIST ROOF T 0 1 2 ROOFING -0,-,j I I I I F I I I I I I F I I I I I p I f I I f I f I I I I I T__F__ I f _L_T_j RAISED STUCCO PILASTff-R F MAT 3XIST CHINQ L STUCCQ FINISH ON NEW 9 E!CqN 4,,ELQ QR LLL1 LLL1 SHED ROOF St!Lm 2/A 5 1 -Lj 1 1 1 1 1 LLU WU p/ , e rist-R 0 0 F"'5j5,Y 0 N d"- _j _L7_L I FALSE'5RACK5T ' OF pig I T I 1 1 7 & 4x6 VERTICAL DIAGONAL - CHAMFER eXP05r:E) e N 1)5 111 13 E3 STUCCO BAN rCREATE�D W/ VINYL STUCCO EXPANSIN JOIN TS OVE R H aAD GARAGE DOOR 0 El 0 RECONSTRUCTED GARAGE & NEW EXIST SECOND FLOOR NORTH ELEVATION WEST ELEWATION 1/411 11-011 1/411. , 1'-Oil I T I I T I I I I I r --I,- Nr:W FIBERGLASS SHINGLE! NEW FI5t!R0LA$S SHINGLE F I I I I I I I rll_ ROOFING ROOFING I I I f I I I EXIST ROOF TO REMAIN L _L L I I I I I I I I I I i I L L 1 -1 T--T-T--L-T`-T-'r r =J--- L___L -L _.L L 20 STUCCO PILASTER RAISE! MATCHING EXIST 50.01 co 0 j- + SETqK LLI�0-111 , STUCCO FINISH ON NEW SECOND ,FLOOR 5 T U_C_ C(Z. /1--_C R ff AT 1!o-W/ L E I STUCCO t�XPANS'N JOINTS S TE K eXIST STRUrTURF_ 61 EXIST 16 RESIR�NCE EXIST RECONSTRUCTED GARAGE & NEW " SECOND FLOOR SOUTTH, ELEVATION EAST EL15VATION 1/411 11-011 1/411 it-oil -CIT SFT51 0 ' EXIST GARAOL3 5 0 SECOND FLOOR —FIRST FLOOR GARAGE* ADDITION ABOVE! 0 ADDITION ! . __= s L V. d3 z 21- W-01 -011 U) w< I C_ x 1L)0 0 CIA a 1 121 5yi LU 0) O"L. S T B 9P_TB to 4 4" CONC f!XIST CONIC DRIVES DRIVE REMOVED SIXTH STREET 40' 91W C.0 Uj SITE- PLAN -011 '2 kxT LOT 57, 5LOCK�71 PLAT NO. 1, SUBDIVIS1W.1%11 ATLANTIC BEACH A ECORDeD IN PLAT BOOK 5, PAQJ�,-�69 OF THE . �CURRENT PUDLIQ RECORDS Of(�, DUVAL COUNT-'Yj, FLORIDA. BURR RESIDENCE ADDITION 386 SIXTH STREET ATLANTIC BEACH, FLORIDA 3AS: ARE! EXISTING 2240 SF ' Structural Engineer: L *'A I R 14 n V. Carrigan, III NEW 1ST F Warre Fisher & Simmons Architects, Inc. P L TOTAL 19 2254 SF 1571' Blue Heron Lane 459 SP EXIST GA Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida PE No. 48803 (GARAGE! 199 Sp TS ,, 6/14/02 2 4 4 TOTAL GARAG 050 7/23/02 GENERAL REVISION �.m 0217 drwn JWTS T� ELEVATIONS T 0 NIZO" TA A L HA FeR El El El _LLLD_ Li Z'47 r_T_ & SITE PLAN A2 4 .7 v, ALUM: FLASHING TURNEQ` all UP BEHIND FELTS 'AT�-STUCCO CONCRETENOTeS STUCCO ON FELT BACKED FIDaRGLASS SHINGLE OVeR Q_ALV LATH OVER TYVEK C '1TE,' COMPRf!HeNSIVE STRENGTH FOR FOOTINGS AONCRL & SLABS 2 500. PSI AT 28 DAYS (UNO). WRAP ON ,1/211 CDX :zINFQR.CING .5TEf!L, #34, DIGGER SHALL BE A5TM A610 , GRAD 40 DEFORMED 5AR5 (UNO), LAPPED 300 FF_LTS 'PN,1/2ll CDX HOUSE 2. Lt. ,,RL 6 *ATHIQ -W1 8d mINFORCINQ STEEL $HALL HAVe, .90 DE!GRee BEND AT- CQRNERS, WITH A 2511 LAP, PLYWP: SHeATHING`QN..,2,,x6 PLYWD SHE I "W.,-, -RS & 2x10 CEILING JOISTS 0 1611 O.C. RAFTI!RS 0 1611 Q.C. 4'. F15ERME5,HAS AN ACCEPTABLE ALTERNATIVE & SHALL NOT ' REEQUIRa, WW 2K6 RAFTE NAILS 0 � 3VO,C� AT ALL-, F 5. 'EARTH FILL SUPPORTING SLABS�� ON GRADE S EDGES & 011 0.C I N F E I L 0 HALL BE ,FREE OF ORGANIC MATERIAL & -TS TO AT, LEAST 95% OF MODIFIED ALUM' UAVE DRIP CoHrzslvf!,,, SOILS. COMPACT THE,.FILL IN 124 Lir DBLE ST DS OVEN, PT. 1x4 ON PROCTOR. MAXIMUM, PRY 12 -DENSITY. MATCHING EXIST 1 0. STeMWALLS, OVER 4, COUR5ESTALL Rff_Q ;NTION TO' BRACING DURING 2x8, FASCIA CONT 2x6 & 2x4. LEDGERS W1 UIRES SPECIAL ATTL CQNSTRUCTIQNf',, 'CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. I SIMPSON A35 W1 9-8d x I 1 1/211 NAILS AT LOA RAPT5R 7. TO.- CONTROL CRACKING IN THE SLAD, CUT ll� DEEP SAW CUTS, IN A 151xl5l GRID THROUGHOUT e FOUNDATION PLAN. DO NOT < VENT MATCHING EXIST' DETERMINE "FOOTING LOCATIQN FROM ARCHITECTURAL 'PLANS OR FRAMING PLAN, IF POOTING ILI THE,,SLAB, WITHIN ,12 HOURS OF A C6NCRETE PLACEMENT. 31811 APX PLYWD SOP, FIT W1 30' CONT 5CREENEQ� �, S. DO NOT, SCALE - FOOTING DIMENSIONS & LOCATIONS FROM TH -TERMINATE FROM U5f! 'OF FOUNDATION PLAN ALONE, CONTACT 113 SIZE OR� LOCATION IS:. NO.T DE H :*T ENGINEER OF ReCORD. E X P.T. #1 4x4 W/ 1/21lx8ll LAG SCREWS W1 V WASHERS _j _j 1 L 0 0 6x6 HORIZONTAL � 'Ax6 DIAGONAL 5RACKE!TS - SECURE W1 1/2"x r r r U) U) 3 10" LAG SCREW$ W1 V DIA "0 WASHER. COUNTERSINK & PLUG. .. . EXIST SLA5 .0 x (CHAMPER ENDS -111 di tu _j _j EXIST 811 CONC BLOCK ON x1O SYP HIP POST FROM RIOG 2r2xl D( SHff D ROOF SECTION EXIST CONC FOOTING 2-2 e if-Qlj TO BEAM - 5E!e 2-2XIO BYP HIP 1/211 ATTACH NEW FOOTING TO EXIST DETAIL THIS BHT �T POST FROM RIDGE W1 2-#5 BARS x 21-611 EPDXIE!D SEE L INTO HOLES DRILLED 6" INTO EXIST h TO BEAM A35 EACH SIDE of!TAIL THIS BHT 4 FT.G, CENTERED IN. DEPTH OF OF TRPL: RAFTER x FOOTING 0) (0 ATTACH NEW SLA5 TO EXIST W1 J., L x C -PDXIED W/, #4 BAR x 1'-6" 9 2411 O.C. E; FIBERGLASS SHINOLeS QVER 4" CONC. AC LAPPeD 30# FeLTS ONA./211 CD COND PAD INTO HOLES DRILLED roll INTO EXIST VERIF OIME!NSION TO 10TST SECURE JOIST TO RAFTER W1 SLA15 AT MID-Dr:P,TH ALIGN EDGE OF STEPPED PLYWD 5HE!ATHING ON �.U6 SET 3" A50VF_ 6-16d NAILS At EACH ENE) SLAD, W/ IN51DE (BACK) I? O.C. GRADE NEXT RAFTERS- @ 1611 EXIST SLA5 -XIST PAD FACE OF DRYWALL Of- E -011 0 0 w ) - 3- /811x8ll LA _-4�L� & STAIR WA fk k SCF EWIS IT YP 1 SIMPSON H8 W1 10-10d'. 00 NAILS AT EA RAFTER ON to AT 5 TCA T S) -,GLASS BATTS CONT, 5XIST THICKE!NED o r 4 Q. 12 _j x ALUM E!AVP- DRIP BAFFLES BETWN RAFTERS 5 1/21" STE: C14 OVER P.T. 1x4 ON 6 41-011 -6 11 11 roll �4. x 2x8 FASCIA CONT di %--k i MATCHING EXIST x 1/2" CENLING GYP BD ON ell O.C' di I \2-MT512 2AO CaILIG JITS 9 1 _j ACCE!5S STAIR TO ATTIC - 0 '. -WIDP-N FOOTING CENTERED OVER STEPS - oil 11 2x4 RAFTERS 0 24 ADJUSTRAFT5RSTO UDLff, 26§ �YP #2 TOP, Z 0 WHERE IT MEETS W1 SIMPSON SPH6 x PROVjDff 2x6 RAFTERS 0 2411 O.C. SOFFIT., PLATE -6-01 5 P211 EXIST FOOTING O.C.�/\DBLE STUDS 3/8" AOX' PLYWD (tMA A EX W1 10-8d NAILS AT EVERY F W1 5"', CONT SCREENEP PROVIDE 3/4" PLYWD FLOORING'� XRY :3A -TE BLOCK ON KING STUD C4 , N exisT , OTHf!R .STUD & .eVL HE VR _0j_5 010,811 CONCRE IN ATTIC (81xl6l AREA) VENT MATCHING _j UP 1/211 2011x8l' CONC FOOTING W/ IL_ ,; - ROOF FRAMING PLAN 2-#5 CONT W1 FILLED CELL lu ODLE 2x8 SYP #2 3, 0 V 4" STUPCO . FRIEZE C14 1 1 . 0. " , W/ #5 VERT 0 ALL CCRNERS, 1/411 11-011 il lu < MATCHING EXIST HEADER TYP 0 2NQ FLOOR Z:�, + Z J ENDS, & 41-011 O.C. W1 1 CRIPPLE & 2 KINGS d) . 4 4U CONC SLAB W/ Ore 1.4 WINDOW AT EACH SIDE! r xW1.4 -W-W.F. OVER 6 NIL, VAPOR STUCCO ON f=E!LT BACKEV�, WIDEN FOOTING BARRIER ON CLEA COMPACTED, WHERE IT MEETS TERMITE TREATED �11 L QALV LATH OVER TYVEK , I d b�,� EXIST FOOTING HOUSe' WRAP ON 1/211 0_' 0 R-16 F'GLA5S INSUL PLYWO SHEATH-10 W/ EXIST 81' CONC 5Lf K N 8" CONCRETE BLOCK ON NAILS 9. 31 O.C. AT ALL,' . 1/211 GYP 5D ON 2x6 SPF1 . EXIST CONC FOOT N? 20"x8" CONC FOOTING W1 EDGES 4. 6" O.C. IN FEILD.' STUDS 0 1611 O.C. 0 2-#5 CONT W/ ,FILLEQ CELL C14 X1,2- OP, THICKENE Di 3/41$ PLYWD STURDIFLR ' . W1 #5 VERT 0 ALL CORNERS, r COW +01- ON 16,') QEEP ' TJI ff_ND%' & '4'-011 O.C. ALIGN 2ND FLOOR . STU T3ev� T -0j W1, IST, FLOOR STUDS W JQISTS;.,.,&: 1611' 0,C. jL SIMP5O.N.'.'.qS16 x 4411 STRAP� U) x W/ . 22-1.00�'_NAILS CONNECTING +91-5 - 3/4h-j ILI "ADER K: A 14i 8 Y411 EVERY H,L ING- $TUO',-70 -LR �$TUD & EVERY, OTHER, 2ND F 1 Vr 2 N411 0 ALIGNED, IST FLR STUEI�' NED 10 HEADER' DELOW x8l' THICKE� C-DQr= #0 CONT j 1 1/211X1611 RIM BOARD C'Q,N.T - 9 BATT INSUL CONT L _j C; T T1 -ILING GYP 50 Lr 121W 1/211 STUCCO BAND 1/2" CE _j 64-01-su p_f2 IQ _7t 1 j r I Ir ;,j ALIGNED, W1 BOTTOM . OfA,'r DBLE 2x§ BY Ep! r rL L_ r STUCCO, ON 1/21' PLYWD,""' PLATE! x 91-011 . 91-011 U) BAY W/ SLOPED TO WET EMBED SOFFIT AT NORTH EXT =21-011 P EWE DED LLJ - . I W E T EMBEDDED SIMPSQN STH014 301-811 SIMPSON STH014 STUCCO. ON FELT BACK' 19T FLOOR PL 0 P5LE' 2.�12 'SYP #2 HEADER SEE AN.- SEE IST FLOOR PLAN LJ . ,GALV LATH OVER. TYyf!k, W/ .1/2" PLYWD FLITCH NOTE! SHEET Al -ET -HOUSE- WRAP ON 1/211 CD�, , z NOTE SHE _ A1 TYP AT 15T FLOOR U-0,N. a3 0 2 KING PLYW0, $HEATH'G W/ 8d W1 1 CRIPPLE J. C14 NAILS. 9' 3u, O.C. AT ALL:,,I,! STUDS AT EACH SIDE W1 4 r EDGES '& 61' O.C. IN FeiLp SPH6 W1 10-10d NAILS AT 0 04 lu EACH HEADER KING w 0- FOUNDATION PLAN WINDOW 0/ CA X 1/411 R-16 FlGLAS5 INSUL P.T. 2XO , SILL PLATE! W�/.. 51MPSON 1/211 GYP 5D ON 2x6 5PP 0):2 SPH6�'W/' 10-10d NAIL$. AT �!Vf!RY STUDS 0 1611 O.C. > OTHER STUD & E!Vf!RY, .HEAQF_R KING STUD. P.T. 2x8 -CTION, HARDWARL= UPLIFT CONNE (ALL HARDWARE BY SIMPSON) 1/2"x 1211."ANCHOR 5OLT"W/_,_ =ARING WALL 1-H8 W1 ,IQ-10d 1/411 EXPAN JT MATERIAL - I.. RAFTER TO BE I 3/4"x1611 MICROLAM BEAM At- L 2llx2llx1/.6ll, WASHER 0: �P4 C. y -Irr 'I r I EF 04 U) 2. HIP RIDGE TO WALL 2-H8 W/ 10-10d 4" CONC SLAB W.1 +01- 3. RAFTER TO HIP RIDGE OR MAIN RIDGE! A35 W1 12-8dxl 1/211 3-10d TOE NAILS I 3/4"x1611 MICROLAM BEANIN., W1.4xW1.4 W.W.F (1) VINYL STUCCO EDGE 'BEAD r lu 4. HIP RIDGE TO- HIP POST 2;-HS W/ 10-10d TO. STUD PAINTED CMU STEM WALL . 5. ODLE PLATE PER WALL SECTION el"IV,<</ 0 IL 6. SILL PLATE TO STUD PaR WALL SECTION 1 0-4 C4 wz 7.. 2ND FLR. TO 1ST FINISH , GRADE VARIES FLR STUDS PE!R WALL SECTION LU "ADdRS 2-2x12 HEADER W1 1/2" 2-2x >_j 8. WINDOW/DOOR HL PER WALL, SECTION 12 HEADER W1 1/211 9. MAIN RIDGE TO HIP POST HUB 210-2 PLYWD FLITCH W1 PLYWD FLITCH W1 2411XI211 CONC fmTG W1 2' CRIPPLE & 2 KING 10, HIP POST TO SUPPORT BEAM +�CS16, W1 10-10d AT EACH END OF STRAP STUDS 2 CRIPPLE! & 2 KING #5 CONT 4 STUDS ALIGN W1 E�(J�ST 0 4 4 0 11. HIP POST SUPPORT BEAM TO OBLE STUD 2-HTS -10d 12. CANTILeVf!RE!D JOIST TO TOP PLATE 2-.H5 W1 a-8d SOLID 5LKQ BETWN t 28 W`1 22 3/4"xl6ll RIMBOARD W11 CANTIL5V5Rr:D TJI'S INVERTED HANGER TO J CAjRTILEVE!Rf!D 1611LDEEP & C516 STRAP W/ 10 1 10-1 PPRO 256 JOIST9 0 161' O.C. TJ?/ ok NAILS EA END TO ST WALL SECTION 2ND FLOOR FRAMING PLAN 'm 1/2" 1/4" 11-011 -2x1O VE!RTICAL W1 2 �.".�1�13 'S 1/2" PLYWD FLITCH ATOP ALL 1ST FLOOR HEADERS ARE 2-2x12 U.N. it H8 STRAP NOTES- SUPPORT BF!AM. BELOW ALL 2ND FLOOR HEADERS ARE 2-2x8 U.N.O. 11�' 1. ROOF SHEATHING TO BE 12" .MIN. COX W1 ad W1 4-CS16 , STRAPS COMMON WlgEk�NAILS 0 40 O.C, 0 ,�LL EDGES & HOLD 1-2x10 SHORT 6" O.C. 9 INTERMEDIATE SUPPORTS. TO SUPPORT HIP 2-2x8 HIP RIDGE, ALL WALL S,Hf!ATHING ,SHALL BE 1/211 CDX PLYWD W1 5LOCKIN0'-_AT, EDGE;% W1 8d COMMON NAILS AT 3a O.C. 'AT EPOES & Oil O.C. IN FIELD. ��7-:_��2-2xlO MAIN RIDGE! BURR RESIDENCE ADDITION SEE 5Hr .A1`r-OR SHEAR WALLS & NOTES. 386 SIXTH STREET 31.' GLUf! & NAR�ALL 3/411, STU RDIr'FLOO R PLYWD SU5-FLOO'R SHEATHING W/ 10d HUB 210 HANer::R ATLANTIC BEACH, FLORIDA HS 'COMMON WIM�,.NAILS. 0 411 ,O.C. EDGES & .611 O.C. FIELD. ,IN$TALL�. SOLID STRAP '. Structural Ensincer: TOE! NAIL, 50CKING TO DOUBLE TOP PLATE W`1 12d, NAIL$ 0, OR O.0 Warren V. Carrigan, III BEAM BELOW Fisher & Simmons Architects, Inc. 15LOCKING 15f:TWEEN FLOOR TRU55C9 AT ALL 5E!ARING' WALLS & SHEWWALLS, 1571 Blue Heron Lane 2 Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 0 PE No 48803 f JWTS d.l. 6/14/02 :5 f. 4 -VISION 0217 TS 7/23/02 GeNERAL. RE ohkd IL HIP/RIDGE POST- DETA 0 sh. + T_ D_ Ir 1 1/211 4 FOUNDATION & FRAMING A3 ANS & WALL SECTION ............... TABLt-j--COMPONENT AND CLADDING 12ffr2jQN 9-RITERIA AND LQA2a Qfaj9zN PR2j&URI5 TYPI! OF CONSTRUCTION: TYPE VI UNPROTECTED Building Q2de Z4,one HIGHEST POINT OF ROOF ABOVE! 2001 fflorida Building Code esignation, Interior Zone End Zone ive (pal (pef) EXIST 19T FLOOR SLAB: 23'-411 Cod2 fQr Deslan -Loada Effecti 9 ffe ANSI/ASCC- 7-98 Wind Area 13!2!2f Loading (Cd- 1.25) 0 20 af +48 -51 +48 -60 Top Chord Dead Load 7 psf Top Chord Live Load 20 pof 21 60 of +46 -49 +46 -57 Bottom Chord Dead Load 5 psf Bottom Chord Live Load 10 psr 51 100 of +43 -48 +43 -52 Flo!2c Lggding (Cd-I 1.00) Top Chord Dead Load 10 pof +42 Top Chord Live Load 40 paf 101 200 af -45 +42 -49 Bottom Chord Dead Load 5 psf Bottom Chord Live Load 0 pof E!ND ZONE DISTANCE, a -- 31 THIS STRUCTURE� 15 LOCATED IN THI-= WIND BORNC- DEBRIS REGION AND HAS Viod L (Cdn 1.60) BEE!N DESIGNED AS A PARTIALLY E!NCLOSE!D ASCI! , 55 Gust 120 MPH STRUCTURE. Exposure Category C Importance Factor 1.0 Building Category Partially Enclosed Interior Pressure Cooff 0.55 C&C Design Pressures (see table 1) I EXIST EXIST ROOF 5r:LOW IN EXIST REMOVE EXIST ALIGN NE!W WALLS ACCESS TO ATTIC' / W/C-XIS eXIST ATTIC\ :51'.8y SFTNR DOOR 141-8%'ll 211 51-4Y211 PAU VERIFY TO ALIGN W1 EXIST 19T FLOOR' A I-S E-XIST ] TEL PANEL 301,x 0 ROD & SHELF 0 321111 1 EXIST .3211 0 A6R 0 IL ] PANEL 7.11111 J I tu x E-XIST J 1 :5011 CLOSET —Tot- E-LEC HARDWD I F=XIST 5 1/211 1-6111-611 METC-IR X STEP 0 N A MASTER ROD & SFTE—L�F 10 5 1/211 STEP 5 1/211 STEP HAROWD J J C14 2411 FULL HT LINC-N EXIST GARAGE! CABINff-T W/ SHELVES GARAGE J LLJI V. 0 041 T,0 ci 0 2811 PKT 2811 PK- <13: -XIST CONC DRIVE 91-j J \/C j 2z 0 Il0 (D REMOVED -- IL = -1 a 3: CI 0 C-4 Cq 3,211 z 0 -1 . I z MASTER lu 01— 0 U) 0 BATH X J C> L IL C4 TILE 0< 0 4�— 0 2 -1 0 *0 L=XIST WALL U)-1 REMOVED C41 0 C4 ON 1 x 0 HIGH �IXED 0 7.1 5KYLT W C4 WINDOWS W/ TO LI TS LT SHAF 3211 0 =IBE-RGL J C4 PLANT SHELF BF!LOW CENTERE --��--CLeAR GLASS 55 r" 0 1 N VANIT SHWR SURROUND J 321 5211 J �b J J W1 2411 GLASS e) DOOR 91x7l OVERHEAD DOOR 91x7l OVERH 0 DOOR W02020AWO 5� 2--26505H 2-26 50SH SIMPSON STHD14 W/----c> SIMPSON STHD14 W/ 38-16d SINKL2RS AT 121-011 '91-011 41-411 91-011 ---------- 58-16d NKERS AT 5;4265 11 EACH MND OF SW-11 101-311 EACH E! D OF SW-1 F C 19H W1 IN LIF=-U OF MTT285 IN LIE! OF MTT285 71-roll 41-1011 41- L 71-roll 301-811 PI 11 1 -DOWN STAIR �71 SIM TO ATTIC ABOVE! LEG;END A Nv -% SO \CONC WALK EXTENDED EXIST ISW-1 SHEARWALL W/ 1/211 COX PLYWD SHEATHING 4" . CONG WALK 5E(:;0ND PLOOR . 4� ON 2x6 SPP #2 STUDS 0 1611 O.C. SECURE W/ C3 ,-4 r's . . 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES 1/411 11-011 0 & 611 O.C. IN FIELD. INSTALL SPF #2 BLOCKING RE G E- �AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON A M P 1 C L 6 H5 I Ed, 0 N S e 0 C 3,0"x 5all 5011 0 C-4 32 IL 9515IR DOOR -4 IN Tr MTT285 W1 5/8"x1211 ANCHOR BOLT & W1 24-16d NAILS P1 r TO STUDS AT eACH F-ND OF SHC-ARWALL SC-GMENT 2 :3 FIRST FLOOR city of Xilantic Beacfi f.pq Ito, TO CONC FOUNDATION BELOW. Planning and Zoning Department cily of Atlantic r��!,K) 1/411 11-011 APPROVFD This approval vertfies compliance with applicable 2ND FLOOR SHEARWALL W/ 1/211 COX PLYWC) SHE!ATH10 T Zoning, Subdivision and other local land CITY OF A LANU ON 2x4 SPF #2 STUDS @ 1611 O.C. SECURE W1 BUILDING QFFICF. but does not constitute a s3uance Of P8rMftL Compliance F EXIST WALL TO REMAIN 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES with Florida Building Code and ad other applicable P", & 611 O.C. IN FIELD, INSTALL SPF #2 BLOCKING JUI'� �� 8 20L)2 locall, State and Fee (ntitting requirements PC EXIST WALL TO BE REMOVED AT ALL HORIZONTAL JOINTS. INSTALL 2 SIMPSON must be verified &lure Of a Ci tlantic 17777771 NEW WALL Beach Bu0*19 It 9" Prior to the 1, uar of a CS16 STRAPS W1 11-10d NAILS AT DBLE! STUDS AT EACH 'a ell Building PenaL r_,��m eNO OF SHeARWALL SeGMENT TO DBLE STUDS ENDS ob -4 ARE-AS: OF: SW-11 SHEAR WALL BELOW OR WALL FRAMING BELOW. Apmvtd Bp E!XISTING 2240 Sr- Date (e. it NEW 19T FLR STAIR 14 NUMBER OF FULL HEIGHT 2x6 STUDS TO USE! I . NF-W 2ND FLOOR 663 AT EACH SIDE OF HEADER. USE 2 MIN TOTAL AC'D 2817 SP= TYPICALLY UNLE-55 NOTED OTHERWISE. E-XIST GARAGE 459 SF- GARAGE ADDIN 199 NOTES: 1. VERIFY ALL DIMENSIONS. BURR RESIDENCE ADDITION TOTAL GARAGE 658 Sf= 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. 386 SIXTH STREET SHEATHING, OR Cr:NTE!RLINC- OF INTERIOR PARTITION UNLESS ATLANTIC BEACH, FLORIDA OTHERWISE NOTED. FOS - f1ACF- OF STUD. Structural Engineer: 3. PROVIDE- WE-ATHff-RPROOP THRESHOLDS & WE-ATHERSTRIPPING AT ALL Warren V. Ca San, III E-XTE!RIOR DOORS. rri Fisher & Simmons Architects, Inc. 31 1571 Blue Heron Lai 4. ALL L-XTE!RIOR WINDOWS BY WEATHERSHILED. ALL EXTERIOR DOORS & Jacksonville Beach, Florida 32250 1510D Second Street South Jacksonville Beach, Florida WINDOWS TO MEET WIND PRESSURES INDICATED IN "DESIGN CRITERIA" ABOVE. PE No. 48603 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD fSP15), 0217 TS chkd JWTS I dal. 65/114/02 1 4 OR APPROVED EQUAL. STUDS CAN BE! SPF NO. 2, ALL TIMBeR SHALL HAV5 A ah. MAXIMUM MOISTURE! CONTENT OF 19%. PLANS Al ---------- ........................... RIDGE- VENT OR 12 NEW FIBERGLASS SHINGLE GLASS 5LOCK EXIST ROOF TO REMAIN ROOFING it I 1 -1 -4, RAISED STUCCO PILASTER MATCHING EXIST Fm F1 E-1 I I I I I I I I I I I I T I I I I FINISH ON NEW SECOND FLOOR Eil EXIST ROOF BEYOND FALSE BRACKET OF F pa F F t I I F I- I- r- I LI 9 P.T. #1 6x6 HORIZONTAL & 4x6 VERTICAL & DIAGONAL - CHAMFER EXPOSED ENDS 111 Cq 2T or RIZONTAL & F HA eR El 511 E3 El E3 '---�STUCCO BAND FEIE FM ----OVERHeAD GARAGE DOOR F] EILIE] RECONSTRUCTED GARAGE & NEW EXIST SECOND FLOOR NORTH ELEVATION WE!ST ELEVATION I Al 11-011 1/411 11-011 NEW FIBERGLASS SHINGLE NEW FIBERGLASS SHINGLE! ROOFING ROOFING I I fill EXIST ROOF r I-,- I I I I I I I I I -L-- TO RE!MAIN L j- RAISED STUCCO PILASTER MATCHING EXIST 50.01 1 If I I f 00 F711 0) 7-L .1 T- SETqK .......... STUCCO FINISH ON NEW SECOND FLOOR STUCCO BAND J (0 SET K EXIST STRUCTURE 0 EXIST 10 0 0 _=Z,. EXIST RECONSTRUCTED GARAGE & NEW RESIDENCE " SECOND FLOOR SOUTTH ELEVATION EAST ELEVATION 1/41, jl-011 1/4�,� 11-011 Og 0 EXIST GARAGE! - I B J —1 0 SECOND FLOOR 04 —FIRST FLOOR GARAGE! ADDITION ADDITION 0 4 lu 21- 11 1 oil 'm z XIL100 L EXIST CONIC DRIVES DRIVE! REMOVED NEW 411 CONC SIXTH STREET uk m 40' R/W SITE PLAN 0 111 201-011 LOT 37, BLOCK 7, PLAT NO. 1, V, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE 7 CURRENT PUBLIC RECORDS OF BURR RESIDENCE ADDITION DUVAL COUNTY, FLORIDA, 386 SIXTH STREET ATLANTIC 5EACH, FLORIDA AREAS: Structural Engineer: EXISTING 2240 SP Warren V. Carrigan, III NEW IST FLR STAIR 14 -j 1571 Blue Heron Lane Fisher & Simmons Architects, Inc. TOTAL 16T PLR 2254 SF 3z Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 EXIST GARAGE 459 SP PE No. 48803 GARAGE ADDIN 199 0217 TS tkd JWTS I date 6/1'4/02 20f 4___ TOTAL GARAGE 658 SF 0 ah. ELEVATIONS & SITE PLAN A 2 CONCRE!TE NOTES 1. CONCRETE COMPREHENSIVE STRENGTH FOR FOOTINGS & SLABS 2500 PSI AT 28 DAYS (UNO). 2. ALL REINFORCING STEEL #3 & BIGGER SHALL Be ASTM A615 GRADE 40 DEFORMED BARS (UNO). 3. ALL REINFORCING STEEL SHALL HAVE! 90 DEGREe BEND AT CORNERS WITH A 251, LAP. 4. FIBERMESH 19 AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWr. 2x6 RAFTERS & 2xio CEILING JOISTS 0 1&, O.C. 5. EARTH FILL SUPPORTING SLA55 ON GRADE SHALL BE FREe OF ORGANIC MATERIAL & COHESIVE SOILS. COMPACT THE FILL IN 1211 LIFTS TO AT LEAST 95% OF MODIFIED DBLe ST DS PROCTOR MAXIMUM DRY DENSITY. 6. STEMWALLS OVER 4 COURSeS TALL REQUIRES SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION UXISTS. LA r ---I I -- I I I z 7, TO CONTROL CRACKING IN TH5 SLAB CUT 111 DEEP SAW CUTS IN A 151xl5l GRID THROUGHOUT N 8. DO NOT SCALE! FOOTING DIMENSIONS & LOCATIONS FROM THE FOUNDATION PLAN, DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN, IF FOOTING lu THE! SLAB WITHIN 12 HOURS OF A CUCRETE PLACEMENT. LU SIZE OR LOCATION IS NOT DETERMINATE FROM USE5 OF FOUNDATION PLAN ALONE, CONTACT d3 A. THE! ENGINEER OF RECORD. 2 LJ 0 0 0 EXIST SLAB r 1 0 x x ILI 11i EXIST 8" CONC BLOCK ON EXIST CONC FOOTING 2-2x1O SYP HIP 0 C) N POST FROM RIDGE M ji I RID( E @) 2�2xll) TO BEAM - SEE 0;1 1 ATTACH NEW FOOTING TO EXIST DETAIL THIS SHT 2-2x1O GYP HIP 1 'B,E! 11 �T POST FROM RIDGE! lu W/ 245 BARS x 21-611 EPDXIED A BEAM - See INTO HOLES DRILLED 611 INTO EXIST L A35 -ACH 91 TC)ETAIL THIS SHT iL FTG, CENTERED IN DEPTH OF x TIRPL RAFTER K FOOTING co x ATTACH NEW SLAB TO EXIST W1 W/ #4 BAR x 11-611 0 2411 O.C, EPDXIED FIBERGLASS SHINGLES OVER 4" CONC. AC INTO HOLES DRILLED 6" INTO EXIST LAPPED 30# FELTS ON 1/211 CD SECURE JOIST TO RAFTER W1 COND PAD SLAB AT MID-DEPTH PLYWD SHEATHING ON 2x6 6-16d NAILS AT EACH END SET 311 ABOVE RAFTERS @ 16" O.C. GRADE NEXT EXIST SLAB EXIST PAD 3- b/811:<811 LA 1 SIMPSON HS W/ 10-10d 'oZ k R b 5 C F E WS (Tr P NAILS AT CA RAFTER 1:0 x .\7 AT 5 LOCOTO� 9) EXIST THICKENED Ito 12 0 F'GLASS BATTS CONT. 4 ALUM CAVE DRIP - -W/--.BArrLES BETWN RAFTERS 5 1/2" STEP 1, 611 :51 1 -E Cq +171-6 3/4;�N 411 31 211 -YY4 OVER P.T. 1x4 ON x 2x8 FASCIA CONT —j LU zi MATCHING EXIST C4 x F- \ 7 1/2" CEILING GYP BD ON 9j\ 2x1O CEIL.19 JITS 0 1611 O.C. t- 2x6 RAFTERS @ 24 01C. \2-MT912/ ACCeSS STAIR TO ATTIC o 1 —6- 4 11 1 CENTERED OVER STEPS - @4-5 J/ ]oil 01-5 1/2 1 WIDEN FOOTING 2x4 RAFTERS @ 24:: O.C. ADJUST RAFTERS TO DDLE! 2K6 GYP #2 ME z WHERE IT MEETS PLATE! W1 SIMPSON 5PH6 x EXIST FOOTING PROVIDE FOR ACCES STAIR 3/811 ADX PLYWD SOFFIT EXI lu F ---------01 DE5L-F- STUDS W/ 3" CONT SCREENED (M W/ 10-8d NAILS AT EVERY F1 --.F OTHER STUD & EVERY HEAD'R -1811 CONCRETE BLOCK ON VENT MATCHING EXIST KING STUD A0 ffi-01-4 1/21 20"xS" CONC FOOTING W1 N lu T 245 CONT W1 FILLED CELL ROOF FRAMING PLAN 4" STUCCO FRIEZE DBLE 2x8 SYP #2 q CA W1 #5 VERT 0 ALL CCRNERS, 1/411 11-011 HEADER TYP 0 2ND FLOOR w < 4:1 ENDS, & 4'-0" O.C. MATCHING eXIST Z -j L x V* o N I 7a,S T \.O /811 811 A CW (T P 5 C To S1 W/ 1 CRIPPLE & 2 KINGS 4'1 CONC SLAB W/ 16;r6 1.4 WINDOW AT EACH SIDE J L] xW1.4 W.W.F. OVER 61 NIL. VAPOR STUCCO ON FELT BACKED OD WIDEN FOOTING BARRIER ON CLEA� COMPACTED, co WHERE IT MEETS GALV LATH OVER TYVEK TERMITE TReATED 4111 L EXIST FOOTING LU HOUSE WRAP ON 1/2" CDX 0- R-16 F'GLASS INSUL 0 ,,F=XIST 811 CONC BLg�K (IN 0 PLYWD SHUATH'G W/ 8d 811 CO�NCRE!Te BLOCK ON I -i eXIST CONC FOOT N NAILS 9 3" O,C. AT ALL 1/211 GYP BD ON 2x6 SPF U) 20"x8l" CONC FOOTING W1 r,11 0 EDGES & 6" O.C. IN FEILD STUDS @ 16" O.C. 2-#5 CONT W1 FILLED CELL L-i / CA 3/4" PLYWD STURDIPLR W/ 05 VERT 0 ALL CORNERS, 16"xl2ll DP. THICKENED ENDS, & 4'-0" O,C. SLAB W/ 2-#5 CONT ALIGN 2ND FLOOR STUDS ON 16'1 DEEP TJI W/ 19T FLOOR STUDS W1 JOISTS 0 16" O.C. SIMPSON C516 x 4411 STRAP L j W/ 22-10d NAILS CONNECTING +9'-6 3/4kj r-1 I 1 11 x EVERY OTHER 2ND FLR STUD & I I EVERY HEADeR KING STUD To 141-83/411 121-23/411 ALIGNED 19T PL-R STUD OR 0 16lIx8l' THICKENED HEADER BELOW N EDGE! W/ 245 CONT 1 1/2"xl6ll RIM BOARD CONT -19 BATT INSUL CONT rj d to L L b /2" CEILING GYP BD J L — - - - - - -h 12"xl 1/211 STUCCO BAND T- — — - - I - 1-1 r-r F7 L-j I I LJ LJ L QBLff. 20 6 + ALIGNED W1 BOTTOM OF - YP f 2 JOP STUCCO ON 1/211 PLYWD PLATE L SOFFIT AT NORTH EXTENDED 21-011 , 91-011 at-all 91-011 -011 x ---- r i BAY W1 SLOPED TOP EDGE WET EMBEDDED'0���-' - - I 91 1 1— 1 1 WET EMBEDDED SIMPSON STHD14 SIMPSON STHD14 STUCCO ON FELT 5ACKED DBLE 2x12 SYP #2 HEADER SEE 1ST FLOOR PLAN 3r SEE 1ST FLOOR PLAN Lj 0 GALV LATH OVER TYVEK W/ 1/211 PLYWD PLITCH NOTE SHEC-T Al HOUSE WRAP ON 1/211 CDX TYP AT 1ST FLOOR U.0,N. z NOTe SHr:C-T Al 0 PLYWD SHEATH'G W/ 8d W/ 1 CRIPPLE & 2 KING j J NAILS 0 311 O,C. AT ALL STUDS AT EACH SIDE W/ CO 4 z 0 EDGES & 611 O.C. IN FEILD SPH6 W/ 10-10d NAILS AT =co 0 0!! EACH HEADER KING J a_ FOUNDATION PLAN -.%-o -1 WINDOW 1/411 = 11-011 0/ R-16 F'GLASS INSUL IL P.T. 2r,6 SILL PLATE W/ SIMPSON L a. SPHIS W/ 10-10d NAILS AT 5VERY 1/211 GYP BD ON 2x6 SPF lu 11 LU STUDS 0 1611 O.C. > r OTHER STUD & EVERY HeADeR UPLIFT CONNECTION HARDWARE (ALL HARDWARE BY SIMPSO�!) KING STUD P T, 2x8 \ L j - Ur 1/2"x 12" ANCHOR BOLT W/ 2"x2llx1/80 WASHER 0 5211 O.C, 1/411 EXPAN JT MATeRIAL 1. RAFTER TO BEARING WALL 1-H8 W/ 10-10d 1 314"X1611 MICROLAM BeAM JL J 'I r n 4" CONC SLAB W/ +01-011 0) 2. HIP RIDGE TO WALL 2-H8 W/ 10-10d — 'i "Ox 3. RAFTER TO HIP RIDGE! OR MAIN RIDGE A35 W/ 12-8dxl 1/211 + 3-10d TOE! NAIL-9 1 3/4"X16" MICROLAM BEAM,,, VINYL STUCCO EDGE 55AD W1.4xW1.4 W,W.F. UJI 4. HIP RIDGE TO HIP POST 2-H8 W1 10-10d PAINTeD CMU STEM WALL 5. DBLE PLATE TO STUD PER WALL SECTION L 0 L 6. SILL PLATE! TO STUD PER WALL SECTION 4. z C-4 1 7. 2ND FLR TO IST FLR STUDS PER WALL SECTION FINISH GRADE! VARIES U(D r. 13 8. WINDOW/DCIOR HeADERS PER WALL SECTION 2-2x12 HEADER W1 1/211 2-2X12 HEADER W/ 1/211 9. MAIN RIDGE TO HIP POST PLYWO FLITCH W1 PLYWD FLITCH W/ Y' 0 HUS 210-2 24"X12" CONC FTG W/ 2 2 CRIPPLE! & 2 KING 9 CRIPPLE & 2 KING 10. HIP POST TO SUPPORT BEAM 4-CS16 W/ 10-10d AT EACH END OF' STRAP Y" #5 CONT ALIGN W/ EXIST STUDS STUDS 11. HIP POST SUPPORT BEAM TO DBLE STUD 2-HTS28 W/ 22-10d %� j it 12. CANTILEVEREO JOIST TO TOP PLATE! SOLID BLKG 5eTWN 2-H6 W/ 8-8d 4�. % 3/4"xl6ll RIM50ARD Wl" CANTILEVERED TJI'S C.��TIOL%VERED 16111 [DEEP INVERTED HANGER TO TJI'S I /PR & C916 STRAP W/ 10-10d WALL SECTION 50� JOI, 0 16111 OC S� 17PRO 250 JOIS 4 NAILS EA END TO STUD�? 4 ...... 2ND FLOOR FRAMING PLAN 1/211 11-011 'k 1/411 11-011 2-2x1O VERTICAL W/ 1/211 PLYWD FLITCH ATOP ALL 1ST FLOOR HEADERS ARE 2-2x12 U N 01-'�-' NOTES: H8 STRAP SUPPORT BEAM BELOW -C916 STRAPS AL-L 2ND FLOOR HEADERS ARE 2-2x8 UKOI 1, ROOF SHEATHING TO Be 1211 MIN, CDX W1 8d W1 4 d" COMMON WIRE NAILS 0 411 O.C. 0 ALL EDGES & - HOLD 1-2x1O SHORT TO SUPPORT HIP 611 O.C. @ INTERMEDIATE SUPPORTS, 2-2x8 HIP RIDGE 2. ALL WALL SHEATHING SHALL 5ff 1/211 CDX PLYWD W1 BLOCKING AT EDGES, W/ 8d COMMON NAILS AT "2�2-2xlO MAIN RIDGE BURR RESIDENCE ADDITION 311 O.C. AT EDGES & 611 O.C. IN FIELD, SEE SHT A2 FOR SHeAR WALLS & NOTES. F HUS 210 HANGER 386 SIXTH STREET 3� GLUE & NAIL ALL 3/411 STURDI-FLOOR PLYWD SU5-FLOOR SHEATHING W/ 10d ATLANTIC BEACH, FLORIDA COMMON WIRE NAILS @ 411 O,C. EDGES & 611 O.C. PIELD. INSTALL SOLID H8 STRAP Structural Engineer: BLOCKING BeTWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. Warren V. Carrigan, TOE! NAIL BLOCKING TO DOUBLE TOP PLATE! W/ 12d NAILS 0 611 O.C. BEAM DELOW Ill Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida z 0 01 PE No. 48803 0217 TS' lchkd JWTS 1dal. 6/14/02 5 4 HIP/RIDGE POST DETAIL AL. ah. 1 1/211 11-011 FOUNDATION & FRAMING PLANS & WALL SECTION A3 PAU EXIS R SPT AC AC CONDENSER EXI & DISCONNECT TEL PANEL a EXIST ELEC TO EXTERIOR C 0 EXTERIOR LIGH'T5 EXIST PANEL LIGHTS C C ELEC H H METER 7 XIS R gr WH EXIST AC CONDENSER Q IN ATTIC FOR C A ., UNIT ';GHT > F H I JH lo, < AT AT CEILING DOOR CEILING DOOR K OPE!NE!R 7 OPENER H C TO LIGHTS 5EL w C 5 77777/rF:�� B ELECTRICAL FIXTURE LEGEND: $ TOGGLE SWITCH DIMMER SWITCH DUPLEX RECEPTACLE DUPLEX RF-C, ABOVE COUNTER (4411 A.F.F.) DUP. REC, - WEATHERPROOfm 22OV, OUTLET/JUNCTION BOX 110 V. JUNC-rION BOX <1 TELEPHONE OUTLET @ SMOKE DETECTOR 491 CABLE! TV OUTLET SECOND FLOOR A PENDANT CNLING LT, FIXTURE 1/411 11-011 WALL MTD. LT. FIXTURE C RECESSED CEILING LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT C- EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY FIRST FLOOR F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) 1/411 11-011 G EXHAUST PAN k, M,C J FLUORESCENT - SURFACE MTD S I -IXTURE K VANITY r L 2411 UNDERCOUNTER L-IGHT cl: R CEILING FIXTURE - SURFACE MTD. -d vi . 0 SWITCH ONLY LOWER HALF Of:-- DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. e. PROVIDE GFI CIRCUITS AT ALL OUTLETS AT WET OR DAMP AREAS. TYPE R FIXTURE!S WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR $ (LIGHT ON WFif!N DOOR OPEN) HAVE! OWNER WALK-THRU AFTER LOCATIONS OF BURR RESIDENCE ADDITION SWITCHES, OUTLETS, F!TC HAVE! BE!E!N MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO 386 SIXTH STREET WIRING & GYP BD INSTALLATION, ATLANTIC BEACH, FLORIDA PREWIRE FOR STEREO SYSTEM AS DIRECTED BY e Structural Engineer: OWNER. Warren V. Carrigan, III Fisher & Simmons Architects, Inc. 1571 Blue Heron Lane COORDINATE W/ SECURITY SUBCONTRACTOR FOR Jacksonville Beach, Florida 32250 1510B Second Street South Jacksonville Beach, Florida 0 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V 51 PE No. 48803 POWER SUPPLY FOR SECURITY PANEL. co 0217 -F�� TS I chkd JWTS _idato,6/14/02 4 f 4 ah. ELECTRICAL PLANS A4