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2nd Street 338 remodel 08 07 PAU1 K R. ESIDENCE Rep ir nd Reh blilteq.M...". tion 338 Second Street Atlantic Beach , Florida 32233 a Perm it ' Docu ments S ARCHITECT VIA Concepts, LLC Third Street South Jacksonville Beach, FL 32250 FL LIC NO. AA26001354 4%81 P R A T10, ell VM W'Pj) COND TE. -:�76-7 INDEX OF DRAWINGS SITE LOCATOR ABBREVIATIONS AND EA. EACH JAN. JANITOR R. or r. RADIUS PAULK G-000 TITLE SHEET AT E.W. EACH WAY JT. JOINT REINF. REINFORCEMENT < CENTERLINE E. EAST REQD. REQUIRED 0 DIAMETER OR ROUND EEC. ELECTRICAL R.D. ROOF DRAIN A-000 INDEX, GENERAL NOTES, SYMBOLS & ABBREV. POUND OR NUMBER E.W.C. ELECTRICAL WATER COOLER K.P. KICK PLATE RM. ROOM RESIDENCE # EL. ELEVATION KIT. KITCHEN R.O. ROUGH OPENING ELEV. ELEVATOR K.D. KNOCKED DOWN R. RISER EX-050 EXISTING SITE PLAN A.F.F. ABOVE FINISHED FLOOR EMER.. EMERGENCY REPAIR & REHABILITATION A.C.T. ACOUSTIC CEILING TILE EQ. EQUAL EX-100 EXISTING FLOOR PLANS ADJST. ADJUSTABLE EQUIP. EQUIPMENT LIN. LINOLEUM SECT. SECTION ADJ. ADJACENT E.F. EXHAUST FAN LAV. LAVATORY SHT. SHEET CUENT AGGR. AGGERATE EXIST. EXISTING LT. LIGHT SHWR. SHOWER EX-300 EXISTING ELEVATIONS A.H.U. AIR HANDLER UNIT EXP. JT. or E.J. EXPANSION JOINT LG. LONG SIM. SIMILAR ALT. ALTERNATE EXP. EXPOSED & SOUTH AL OR ALUM. ALUMINUM EXT. EXTERIOR S.C. SOLID CORE A-100 FIRST, SECOND, AND THIRD FLOOR PLANS z ANGLE MH MANHOLE SPEC. SPECIFICATIONS Ms. Pamela Paulk A.D. AREA DRAIN MFR. MANUFACTURER SO. SQUARE 338 Second Street A-1 01 STAIR TOWER PLAN AND OVERALL ROOF PLAN A.P. ACCESS PANEL FT. or FEET M.O. MASONRY OPENING SCLDFT. or SQUARE FEET Atlantic Beach, FL 32233 F.A. FIRE ALARM MAX MAXIMUM S.S. STAINLESS STEEL BM. BEAM F.E.C. FIRE EXTINGUISHER CABINET MECH. MECHANICAL SIL STEEL A-300 NORTH AND EAST ELEVATIONS BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER MET. or MTL. METAL STOR. STORAGE BLKG. BLOCKING FiN. FINISH MIN. MINIMUM STRUCT. STRUCTURAL ARCHIMCT BD. BOARD F.H.C. FIRE HOSE CABINET MIR. MIRROR SUSP. SUSPENDED A-301 SOUTH AND WEST ELEVATIONS BOT. BOTTOM Fin FIXTURE MISC. MISCELLANEOUS SYM. SYMMETRICAL BLDG. BUILDING FLASH. FLASHING MM. MOUNTED S/TR SINGLE LEAF DOOR W/ TRANSOM VIA Concepts, LIC FL FLOOR 506 Third Street South A-400 PARTIAL BUILDING SECTION AND DETAILS CAB. CABINET F.D. FLOOR DRAIN Jacksonville Beach, FL 32250 CPT. CARPET FLUOR. FLUORESCENT N. NORTH TEL TELEPHONE AA26001354 C.B. CATCH BASIN FIG. F001ING N.I.C. NOT IN CONTRACT TEMP. TEMPERED CEIL OR CLG. CEILING FDN. FOUNDATION NO. or # NUMBER THR. THRESHOLD CTR. CENTER FR. FRAME N.T.S. NOT TO SCALE T.O.S. TOP OF STEEL CONTRACTOR C.T. CERAMIC TILE FURR. FURRING T. TREAD CL CLEAR TYP. TYPICAL CLOS CLOSET OFF. OFFICE Elite Building Contractors, Inc. COL COLUMN GA. GAUGE O.C. ON CENTER 55 Forrestal Circle CONC. CONCRETE GALV. GALVANIZED OPG. OPENING U.O.N. UNLESS OTHERWISE NOTED Atlantic Beach, FL 32233 CONC. BLK� CONCRETE BLOCK GL GLASS OPP. OPPOSITE U. URINAL C.M.U. OR�OU CONCRETE MASONRY UNIT O.D. OUTSIDE DIAMETER - -_CBC1254650 - CONST. Jt� CONSTRUCTION JOINT G.B. GRAB BAR O.A. OVERALL _�7 C.J. CONTROL JOINT GYP. GYPSUM O.S. OVERFLOW SCUPPER V. VENT CORR. CORRIDOR G.W.B. or GYP. BD. GYPSUM BOARD OHD. DR. OVERHEAD DOOR VERT. VER11CAL C.S. COUNTER SINK VEST. VESTIBULE V.C.T. VINYL COMPOS11ION TILE DET. DETAIL H. or HDW. HARDWARE PR. PAIR V.W.C. VINYL WALL COVERING DIA. or DIAMETER HT. HEIGHT P. LAM. PLASTIC LAMINATE DIM. DIMENSION H.C. HOLLOW CORE > or P. PLATE DIST. DISTANCE H.M. or H.MET. HOLLOW METAL PLYWD. PLYWOOD W.C. WATER CLOSET DR. DOOR HORIZ. HORIZONTAL P. PAINT W/H WATER HEATER " 7 DBL DOUBLE H.B. HOSE BIBB PO.T PORCELJN 11LE WP. WATERPROOF DN. DOWN P.H. PANIC HARDWARE W.R. WATER RESISTANT D.S. DOWNSPOUT PNL PANEL W. WEST D. DRAIN WDW. WINDOW DWG. DRAWING I.D. INSIDE DIAMETER W/ WITH D.F. DRINKING FOUNTAIN INSUL INSULATION QTY QUAN11TY W/o WITHOUT GENERAL NOTES : D/TR DOUBLE LEAF DOOR W/ TRANSOM INT. INTERIOR Q.T. QUARRY TILE WD. WOOD 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS AND DIMENSIONS. ALL DIMENSIONS ARE SHOWN TO THE EDGE OF THE FINISHED SURFACE. IF ANY APPLICABLE CODES & GENERAL NOTES: MATERIALS LIST. DRAFTING SYMBOLS- MATERIAL LEGEND- CONFLICTS BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS ARE FOUND, THE CONTRACTOR SHALL APPLICABLE CODE: FLORIDA BUILDING CODE 2004 EDITION BUILDING SECTION NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING WITH THE WORK. MATERIALS LIST DETAIL OR SECTION IDENTIFICATION 2.THE GENERAL CONTRACTOR OR HIS/HER SUBS SHALL PROTECT ALL EXISTING ELEMENTS FROM SCOPE OF WORK: REHABILITATION OF EXISTING FOUR STORY RESIDENCE C.M.U. U� DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND REPAIR OR REPLACE ELEMEN TS DAMAGED BEFORE COMPLE11ON OF CONSTRUCTION. WOOD FRAMING BUILDING ENVELOPE WALL LOAD BEARING CMU 7 T 3.PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED SURFACES HAVE BEEN WOOD FRAME 1. WOW STUDS (SPRUCE) AWPA C 15-95 ASTM-E-136-93 DRAWING SHEET ON WHICH SECTION EXPOSED BY DEMOUTION. MATCAi ADJACENT AREA FINISHES. ROOF: DnIIING ROOF ASSUMED TO BE MOMAKE ROOF IS DETAILED 4.ANY RELOCATION OF CEILING MOUNTED DIFFUSERS, GRILLES, SPRINKLER HEADS, FIXTURES, ETC. ST ON WOOD DECKING ON WOOD STRUCTURAL SYSTEM 1'12 BE VERIFIED NTH THE DESIGN PROFESSIONAL PRIOR TO INSTALLATION. NUMBER OF LEVELS: FOUR GYPSUi WAUMM 5.ALL CONTRACTORS (GENERAL OR SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF MATERIAL INFO: ROOFING 1. USG FIRE CODE CORE ASTM-E-136-93 UNDERLAYMENT - ASTM 4869 TYPE 1 CONCRETE E ANY ITEMS ABOVE THE DESIGNATED CEILING PLANES AND PARTITION. ANY MODIFICATION TO TH FLASHING (DRIP, RAKE, CAP, VALLY) - 26 GA 2. GYPSUM BOARD -1391 DETAIL PARTITIONS, CEILINGS (GYP. BD. DROPS, MILLWORK, ETC.) DUE TO LACK OF COORDINATION WILL BE 0;CO27MC 3. CORNER BEADS, TRIM AM-C-1047 DETAIL OR SEC11ON IDEN11FICAlION N, mO THAT CONTRACTOR'S RESPONSIBILITY. PRIMARY DESIGN FLORIDA BUILDING CODE 2004 (FBC) CONIROL JOIN7S . ..... CODE 6.EXTEND SCHEDULED FLOOR FINISH AND BASE INTO OPEN SPACES UNDER COUNTERS. 4. JOINT COMPOUND & JOINT TAPE ASTU-C-475-94 'lls 7.PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, Ef ECTRICAL PANELS, ACCESS PANELS, 5 CONSTRUCTION TYPE. TYPE V (UNPROTECTED, UNSPRINKLED) UNI-STRUT, ETC. TO MATCH ADJACENT FINISH. -DRAWING SHEET ON WHICH SEC11ON OCCUPANNCY CLASS GROUP R3 (RESIDENTIAL) 'y WIND-BORNE DEBRIS REGION AS DEFINED &ALL ROOF ASSEMBLIES SHALL HAVE AN R-VAWE OF R-30. WIND ZONE INFO. IS DETAILED STEEL 9.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY GASKETS OR BY FBC- 120 MPH THREE SECOND GUST FLOW RNISH COATINGS OR BOTH TO AVOID GALVANIC CORROSION ACTION. 1. CERAMIC TILE ANSI-A-137.1 2. LATEX-PORTLAND CEMENT MORTAR MSI-A-118.4 10.UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL LIST'OF ATTACHMENTS: NONE 3. LATEX-PORTLAND CEMENT GROUT MSI-A-11&4 ELEVATION .......... FINISHED SPACES. "'B 11. PATCH FLOOR FILL WHERE PARTITIONS HAVE BEEN REMOVED AND MERE FLOOR FILL OR FINISHES ELEVATION IDENTIFICATION HAVE BEEN REMOVED. FINISH TO AN ACCEPTABLE LEVEL FOR NEW FINISH MATERIAL STANDARD. 1. LIVE LOADS CONCRETE 12.PATCH FLOORS, BASES AND WALLS TO PROVIDE A SOUND EVEN SUBSTRATE FOR MANUFACTURER'S UNIFORM LIVE LOADS BATT INSULATION RECOMMENDED APPLICATION OF SCHEDULED FINISHES. FLOOR 40 PSF 1. PORTLAND CEMENT ASTM-C-150 2. HOLLOW LOAD BEARING DRAWING SHEET ON WHICH SECTION 13.CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILING RECEIVING CASEWORK, ROOF 20 PSF CONCRETE MASONRY UNITS ASTM-C-90-NI IS DETAILED SIGNAGE, COAT HOOKS, STORAGE RACKS, MARKER BOARDS, AND OTHER MOUNTED ITEMS ACCORDING IN &a TO MANUFACTURER'S RECOMMENDATIONS. 2. WIND LOAD BASIC 120 MPH I MORTAR FOR CONC. MASONRY UNIT ASTM-C-2770-92 IMPORTANCE FACTOR 1.0 14.EQUIPMENT OR FURNITURE SHOWN IS OWNER FURNISHED AND OWNER INSTALLED UNLESS OTHERWISE EXPOSURE Itif NOTED. MEAN ROOF HEIGHT ROOFING MATERIAL INTERIOR ELEVATION NO. RE\ASION/ISSUE DATE 15.THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF ROOF PITCH FLAT 1. MEMBRANE ROOF 7 ELEVATION IDENTIFICATION EARTH THE ARCHITECT. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF NTH THE EXISTING FASTENERS CONDITIONS AND ADVISE THE ARCHITECT IN WRITING OF ANY SITUATION THAT WOULD NOT ALLOW 3. ALLOWABLE UNIT STRESSES- 1. DRIVEN FASTENERS- ASTM-F-1-667-95 A-002 HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. A) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION NAILS. SPIKES AND STAPLES DRAWING SHEET ON MICH ELEVATION 16.ALL DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK. N01IFY THE COMPRESSIVE STRENGTH Im = 1500 PSI Z STEEL DRILL SCREWS FOR ASTM-C-954-93 IS DETAILED CONTENTS, ARCHITECT IN WRITING OF ANY DISCREPANCIES. B) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 THE APPLICATION OF GYP. BOARD 17.ALL FINISHED WOOD TRIM SHALL BE STRAIGHT, KNOT FREE, 1- NOMINAL. PRIME AND APPLY 2 COATS OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE GENERAL NOTES FINISH ENAMEL WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WOOD BLOCKING 18.LIGHT FIXTURE STYLE, COUNTER TOPS, MOULDING PROFILE AND PAINT COLORS, NEED TO BE BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL ELEC7RICAL DETAIL APPROVED BY OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. BE SPF NO.2 (UNLESS NOTED OTHERWISE) 1. CIRCUIT BREAKERS UL-E-11W2 SYMBOLS 19.THE DESIGN PROFESSIONAL SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUC11ON 4. PROVIDE ALL TEMPORARY BRACING, %MING, GUYING OR OTHER OUTLETS UL-498 DETAIL IDENTIFICATION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING SWITCHES UL-20 4. SWITCH BOXES UL-514-A ABBREVIATIONS CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF CONSTRUCTION. 5 ELECTRICAL CABLE DRAWING SHEET THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE DOCUMENTS 5. FIELD VERIFY ALL DIMENSIONS. - HARD DRAWN ASTM-B-1 P 20-CONTRACTOR SHALL PROVIDE FOR REMOVAL OF CONSTRUCTION DEBJ;US AND FOR GENERAL _qTE - MEDIUM HARD DRAWN ASTM-B-2 LYWOOD - SOFT OR ANNEALED CLEANUP FOLLOWING COMPLETION OF WORK. 6. THE DESIGN PROFESSIONAL SHALL NOT HAVE CONTROL OR BE - COPPER ARE ASTM-B-3 4C LAY ASTM-B-8 21.THE NEW EXTERIOR DOOR SHALL COMPLY WITH REQUIREMENTS OF THE FBC INCLUDING SEC11ON RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, - CONCEN7F �--DENOTED AREA BEING PROCEDURES, OR SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE DETAILED 1609, -WIND LOADS (1609.1.3 ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SUDING),- AND CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR SECTION 1714, "MATERIALS AND ASSEMBLY TESTS (1714.5 EXTERIOR WINDOW AND DOOR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ASSEMBLIES).- -WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE ACCORDANCE WITH THE DOCUMENTS. PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. RIGID INSULA11ON PERMIT SUBS11TUTE ANCHORING SYSTEMS FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRAnON ROOM IDENTIFICATION DOCUMENTS MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED WOMEN ROOM NAME BY ACCEPTED ENGINEERING PRACTICE, -(I.E. ENGINEER'S RATIONAL ANALYSIS). VERIFICATION OF STATE ROOM NUMBER PRODUCT APPROVAL AND MANUFACTURER'S INSTALLATION DETAILS AND SPECIFICATIONS SHALL BE 00070418 PLO AS SHON 5/2007 SUBMITTED THROUGH THE ARCHITECT/ENGINEER (COPIED TO THE DCPS PROJECT MANAGER) To DCPS PROJ. NO. DWN BY S L / \,,DATE CODE ENFORCEMENT PRIOR TO INSTALLA11ON OF EXTERIOR WINDOWS AND DOORS. SAID DOCUMENTS OPENING IDENTIFICATION SHALL ALSO BE MADE AVAILABLE AT THE SITE FOR INSPECTION PURPOSES. DCPS MIAMI-DADE N0710E PLAN IDENTIFICATION ONLY f f OF ACCEPTANCE (NOA), STRUCTURAL INTEGRITY TEST REPORT AS PRESCRIBED BY SECTION 1714, OR 30/68 DOOR IDENTIFICATION FINISH WOOD A RATIONAL ANALYSIS BY A FLORIDA REGISTERED ARCHITECT OR ENGINEER. (OPENING WIDTH / OPENING HEIGHT) A- 0 22.CONSTRUCTION SHALL COMPLY NTH FLORIDA BUILDING CODE 2004 AND ANY OTHER APPLICABI F 30/50 SH WINDOW IDENTIFICATION DENOTING CODES AND GUIDELINES. (OPENING WIDTH / OPENING HEIGHT) (f DENOTING SINGLE HUNG (SH) OR DOUBLE HUNG (DH) PAULK RESIDENCE REPAIR & REHABILITATION SECOND STREET CUENT (40' RIGHT OF, WAY) Ms. Pamela Paulk CM-ERUNE OF R/W 338 Second Street Atlantic Beach, FL 32233 AARCHITECT EWE OF PAVMEW MA Concepts, LLC F1 STORM rani 506 Third Street South GRAX FO lff 1j'M------0POWER JacksonVille Beach, FL 32250 POWER G�--OH-OH----OH -OH----OH---OH--OH----O�-1--MD-CW- POLE AA26001354 POLE 75.00' 0.0 SoUrrmy CONTRACTOR /I 1111tw 1 O"PALM, 5(LW I NO CAt 250.00" > 5)(70,00" Elite Building Contractors, Inc. 1 'C PH R uj 55 Forrestal Circle BENCH 90,0,00" Atlantic Beach, FL 32233 LLI SET X—C T ON 3t CBC1254650 LL. 0 0 20� B.L. < 20"PINE bF_ 0 13"PINE 0 _m7 C) BRICK STEPS AND BLOCK PLANTER Uj 12"OAK BRICK 1 � --- — 7.1' 41.7' 0.6' X_x x EXISTING HOUSE DWELLING #336 10 1.4" 04 -0-0-0- FINISH FLOOR ELEVATION (12.48") 0 LAJ 0 le EXI NG AG (n 41.7' ------------ 7.1' CD 0 C� 0 0 WELL C RUE STEP 0 _j .j x 0 20"OAK x LEGEND : 0 x 0 FOUND CONCRM MONUMENT 0 1 Ir FOUND IM 10 0 11r SET IMN - LB 1704 7-1117 B.R.L. BULDM RESIRIC11111011111 UNE A CUMINAL Mal R PADIUS 25 L ARC LEN07H NO. REMSION/ISSUE DATE x CH CHM P.C. POW OF CURVA7W METAL SHED 0 P.T. PONr OF TANGENCY 6.5' FD. FOUND "o R/W INW—OF—VAY 6.1' 0 x— W WOOD FENCE EXISTING !/= 70 FACE EA 9010,00" C� 0 90,0100" —o— 4 CHAIN LM FENCE K 3 W/f IEB M FACE SITE PLAN 74' -OH-- OVERIIIM POM LINE Uff x Lor 11 1_80 10 1 ...- 50AW 0- 0- -0 -AR 0-9-'� 75.00 LOT 16 LOT 14 >I I LOT 12 LOT 10 >0 PERMIT N N DOCUMENTS EXISTING SITE PLAN X-05 SCALE: 1 10'-0" 00070418 PLO AS SH 08/15 PROJ. NO. 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REVISION/ISSUE DATE --- --- - - - - " ------ �' - - - - - - V THIRD FLOOR HEIGHT - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - -- -- - V THIRD FLOOR HEIGHT -----,---- -------- ----------,--- � � .------ -- I - EXISTING - -------am-- 11 --,- III I- ---] ELEVATI ON S ,,,Illliiilllllllllllll�illillililllllllllllllillillilllllllllllllllllillililllI � I 11 11111.111111,11,1111,111,11,11,�ll,,,��l�illillililllllllllllll1111,11�ll,iii,�� I -1- I I ... I A -j 1111111111110'iiiiiilIIIIIIIIIIIIIIIIIIIIII10 WWO-0,00,011, .::�� jh ELEVATION - .--- - ---- ..- --- -- -.---- ----. --- ------ ---- -------- ---- - �- ------ - -- -- - , j:�h ELEVAT10N -- --'---, ----- --- ----- -- - E��l '-- -- - ---- - - V SECOND FLOOR HEIGHT --- -- -- -- ---- --- --- - - --- -- - --- -- -- --- - --- --- -- - - V SECOND FLOOR HEIGHT L-� I I � � ---- � . . I j -- -- I - / / . I PERMIT I I I I .04 DOCUMENTS \ � \ 00070418 PLO AS SHOW PROJ. NO. DWN BY Sq9CE\, DATE jh ELEVATION I Al - - -- --- jh ELEVATION 11 I " . , . . I - -- -.-- - - &I'''A'' '"'/, IV r.Rntimn n np wrlr-�L - - -- - - - - - - - - - - - - - - - - - --- - --- GHT k� I )/, ,,,,, - I I 1� - - - - - IF J - - ", k, J" I --------� " /,<" I e "'r, EXISTING ". I "./ EXISTING ( , ( I - EX- 300 I" I", ' ' I ,� , 1. - , " IQ EAST ELEVATION 1 NORTH ELEVATION - � I I A, � 1: , I " )�', , SCALE: 1/4"=l'-O" X-30 SCALE: 1/4"=l'-O" "I I "()I ol�,, I ,,� , % 1. �,. � I I I 'e" I (� I lt(,:*,f,f [I,I x) ,, I ---------------- I , "tf,"', - � I . I . I � . . I I I I I � I . I � . I . . . . . I I I � I � I I I I I I I I I I , � I I I I I I I I I I I I I I I I I I I I I I I . . . � . . . . . . � � . � . . � � � I I I I I � I I I I I I I L I � � L L L L I I � I L � � L I I � 1 4 1 L � � i - - I - - - - - I I I I I I I I I � � � I I I I I I I . . . . . . . . . . . . . . . . I I � I � I I � I I I I I I I I I I I I I I I . 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APPLY STUCCO SYSTEM EXTERIOR FINISH. WENT REPLACE EXISTING SKYLIGHT NTH NEW VELUX FCM FIXED Ms. Pamela Paulk SKYLIGHT ON CURB. CONTRACTOR TO VERIFY 338 Second Street SKYLIGHT DIMENSIONS AND Atlantic Beach, FIL 32233 ROUGH OPENING. OC CONTRACTOR TO REMOVE EXISTING SLIDING GLASS ARCHfTECT DOORS AND RAILINGS. INSTALL NEW STOREFRONT VIA Concepts, LLC SYSTEM WITH IMPACT GLAZING IN EXISTING OPENINGS. 506 Third Street South PATCH AND REPAIR ALL Jacksonville Beach, FIL 32250 FINISHES ADJACENT TO ALL AA26001354 OPENINGS. (D EXISTING WINDOW TO REMAIN. CONTRACTOR CONTRACTOR TO INSPECT WINDOW AND REPAIR / RESEAL AS NECESSARY Oite Building Contractors, Inc. 55 Forrestal Circle Atlantic Beach, FL 32233 CBC125,W50 A-400 B A ELEVATION ELEVATION TOP OF STAIR ROOF TOP OF STAIR ROOF NEW HIDE—AWAY SCREEN AND A (CONTRACTOR TO FIELD VERIFY EXISTING TOWER HEIGHT) (CONTRACTOR TO FIELD VERIFY EXIS11NG TOWER HEIGHT) HARDWARE (BEYOND). INSTALL SCREEN ACCORDING - — — — — — — — — — — — — — — — — — — TO MANUFACTURER ELEVATION SPECIFICATIONS. 79 ELEVATION TOP OF NEW DOOR TOP OF NEW WINDOW NEW STOREFRONT WINDOW TO MATCH PREVIOUSLY TO MATCH EXISTING HEAD HEIGHT WITH IMPACT GLAZING EXISTING PARAPET PARTIALLY EXISTING DOOR HEAD HEIGHT NEW RAILING HEIGHT REMOVED IN DRAWING FOR U RfTY_ 0 36" ABOVE FINISHEE--LANDING — — — — — — -- — — — — — — — — — — -- — — — — — — —C A a 14" ABOVE FINISHED ROOF NEW LANDING HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — IL ELEVATION ELEVATION TOP OF ROOF TOP OF ROOF NEW WOOD LANDING AND 0_:0� STEPS. STAIR RISE RUN NOT TO EXCEED 7- RISE 11* RUN. ELEVATION ELEVATION - - - - - - -- - - THIRD FLOOR HEIGHT THIRD FLOOR HEIGHT �/M 110 __0C NO. REVISION/ISSUE DATE SO ELEVATION — — — — — — — — — — — — — ELEVATION SECOND FLOOR HEIGHT SECOND FLOOR HEIGHT1 SOUTH AND (D WEST ELEVATIONS WITH KEYNOTES ELEVA11ON — — — — — — — — — — - — — ELEVATION GROUND FLOOR HEIGHT GROUND FLOOR HEI T-F-T-- I I I H_ 17-7 1 [!!7111-111- - — — — — — — — — — — — — — — — — — — — — 7:7 77: TF=_I I I= I= -11 , 77—_777777 fli II_ = II 77 w -I I lEd I F —=Ili - —111 11 E_=� I Ed I E�Ed I I -IMAIE111 - -111 Ill 111� -14 =11EI11— III- dWAII HEE14 I IEI I =1 I I=EI I M I Ed I I EI I I�Ed I F�d I El I El I I d I 1=1 I F1 I 1=1 I 1=1 I I ' Til PERMIT DOCUMENTS PROPOSED PROPOSED 00070418 PLO AS 2 WEST ELEVATION SOUTH ELEVATION PROJ. NO. DWN BY S _11, IP6 Tl� A-301 SCALE: 1/4"=V-0" SCALE: 1/4"=l'—O" A- 301 ( W" A :77 SIMPSON STRONG TIE H-2.5 TIE OR SIMILAR STRAP. TIE INSTALLED PER MANUFACTURER'S REPLACE EXISTING SKYLIGHT WITH PAULK RECOMMENDATIONS. REPLACE EXISTING SKYLIGHT NEW VELUX FCM SKYLIGHT WITH NEW VELUX FCM SKYLIGHT CURB RESIDENCE EXISTING HEADER SKYLIGHT NEW STOREFRONT SYSTEM SKYLIGHT CURB ROOF MEMBRANE WITH IMPACT GLAZING REPAIR & REHABILITATION F. EXISTING DECKING ON WOOD JOISTS ROOF MEMBRANE 1.0 GRAVEL STOP FLASHING EXISTING DOUBLE TOP PLATE GRAVEL STOP FLASHING CLIENT SIMPSON STRONG TIE 2x PRESSURE TREATED PLATE Ms. Pamela Paulk CS-18 STRAPS OR SIMILAR 18 GAUGE STRAP. TIE BATT INSULATION 1 x TRIM Atlantic Beach, L INSTALLED PER EXTERIOR STUCCO AND LATHE MANUFACTURER'S EXISTING DECKING ON SYSTEM. INSTALL PER 1x PRESSURE TREATED SILL WOOD JOISTS or AND METAL FLASHING MANUFACTURERS REQUIREMENTS. A RECOMMENDATIONS. ARCHITECT EXISTING SHEETING AND WOOD FRAME WALL. VIA Concepts, LLC NEW STUCCO SYSTEM REPLACE ALL DISTURBED BATT. INSULATION ON SHEETING 506 Third Street South GYPSUM WALL BOARD I'L 32250 Jacksonville Beach FINISHES TO MATCH GYPSUM WALL BOARD BATT INSULATION AA26001354 EXISTING. TAPE AND FINISH EXISTING MASONRY SEALANT GYPSUM WALL BOARD, PRIME 1x PRESSURE TREATED NAILER SYSTEM ON CMU WALL. GYPSUM WALL BOARD CONTRACTOR AND PAINT. PATCH AND REPAIR AS 6 66 Ic FLASHING NECESSARY. SIMPSON STRONG TIE CS-18 EXISTING DOOR AND Elite Building Contractors, Inc. M DOOR FRAME STRAPS OR SIMILAR 18 1)/2" RIGID INSULATION Atlantic Beach, FL 32233 6 6;il GAUGE STRAP. TIE NEW STOREFRONT SYSTEM WITH CBC1254650 INSTALLED PER . . . . . . IMPACT GLAZING. . . . . . . HIDE—AWAY SCREEN BEYOND MANUFACTURER'S GYPSUM WALL BOARD RECOMMENDATIONS. h 5 WOOD FRAMING STRAPPING DETAIL 3 STAIR TOWER GRAVEL STOP DETAIL A-400 SCALE: 3/4"=1'—O" SL�I� A-400 SCALE: 1 1/2"=l'—O" SL EXISTING SHEETING AND WOOD FRAME WALL. 4 3 EXTERIOR STUCCO AND LATHE A-400 A-400 SYSTEM. 400 Mw ELEVATION STUCCO STOP AND DRIP TOP OF STAIR ROOF NEW STUCCO SYSTEM ON "P, f FLASHING. AND WOOD 4111f GYPSI[JNA \UALL BOARD ON FRAME WALL SYSTEM. FURRING STRIPS WITH RIGID �S' moo INSULATION ON EXISTING CMU WALL. EXISTING CMU WALL WITH EXISTING DOOR AND FRAME. EXTERIOR SEALANT. 'd NEW HIDE-AWAY SCREEN 4 SYSTEM (BEYOND). NEW STOREFRONT SYSTEM 6 STUCCO FLASHING DETAIL CONTRACTOR TO INSTALL WITH IMPACT GLAZING . .... A-400 CALE: 3"=l'—O" SYSTEM ACCORDING TO MANUFACTURER SPECIFICATIONS. NEW LANDING AND STEPS. KEYNOTES: A-400 OA CONTRACTOR TO REPAIR EXISTING WATER DAMAGED t '7 STAIR TOWER PORTION TO EXISTING CONFIGURATION. APPLY STUCCO SYSTEM Ll EXTERIOR FINISH. REVISION/ISSUE DATE NO. REPLACE EXISTING SKYLIGHT —----- WITH NEW VELUX FCM FIXED SKYLIGHT ON CURB. CONTRACTOR TO VERIFY SKYLIGHT DIMENSIONS AND ROUGH OPENING. CONTRACTOR TO REMOVE -d Or SECTIONS AND CD EXISTING SLIDING GLASS DOORS AND RAILINGS. INSTALL NEW STOREFRONT DETAILS WI TH SYSTEM WITH IMPACT GLAZING ELEVATION KEYNOTES IN EXISTING OPENINGS. PATCH AND REPAIR ALL TOP OF ROOF FINISHES ADJACENT TO ALL OPENINGS. (D EXISTING WINDOW TO REMAIN. 5 CONTRACTOR TO INSPECT WINDOW AND REPAIR / A-400 RESEAL AS NECESSARY CONTRACTOR TO REMOVE WATER DAMAGED GYPSUM D WALL BOARD AS NECESSARY PERMIT AT THESE LOCATIONS. CLEAN D PRESENT. INSTALL AND D L-11 AND REMOVE ALL MOLD OCUMENTS FINISH NEW GYPSUM WALL BOARD. PRIME AND PAINT. I ITF__FT1_ 00070418 PLO AS SHOWN 08 /2007 CONTRACTOR TO TEMPORARILY PROJ. NO. DWN BY S?AtF PATE CD REMOVE SPIRAL STAIR TO ACCESS GYPSUM WALL BOARD 1 / 0 "' I REPAIRS. CONTRACTOR TO 14 RE—INSTALL SPIRAL STAIR AND PROVIDE SECURE PROPOSED A- 400 ATTACHMENT OF STAIR TO STAIR TOWER RECONSTRUCTION SECTION BUILDING STRUCTURE. 0 SCALE: 3/4'=l'—O"