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88 Ocean Blvd Interior Reno 2013 plans CATHERINE A. DUNCAN architect 1922 Felch Avenue I a Jacksonville,Fl. 32207 13 ��DWNHOU5E 0 - MEN 88 D D 103 INDEX Of DRAWING5 88 OCEAN BOULEVARD :�3 A-0 COVER 5HEET, 51TE PLAN Iff IN15H 5CHIE DULF ATLANTIC BEACH , FL 32233 A- I f LOOP, PLAN5 * DEMOLITION PLAN5 A-2 WINDOW AND DOOR 5CHEDULE5 fel: 904 824 4673 A-7. I INTERIOR ELEVATION5 LEGAL DE5CRIPTION cat herinedunc@aol.com A-7.2 INTERIOR ELEVATION5 THE SOUTH i Of LOT G, 13LOCK 34 PLAT NO. 1 , SUBDIVISION "A"ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF 2 I'L LICENSE#AR94478 RECORDED IN PLAT BOOK 5, PAGE G9, Of THE CURRENT PU13LIC RECORDS Of DUVAL COUNTY, FLORIDA. A-7.3 INTERIOR ELEVATION5 FIL LICENSE#ID5522 E_ I ELECTRICAL AND POWER PLAN5 RE#: 170225-0010 NCARB #65873 PROJECT 5UMMARY LEED AP PROJECT DE5CRIPTION: THE EX15TING 13UILDING 15 A THREE 5TORY TOWNHOUSE. TH15 UNIT 15 LOCATED ON THE SOUTH HALf Of THE BUILDING. THE EX15TING 5TIRUCTURE Of THE 15UILPING 15 CONCRETE BLOCK CONSTRUCTION ON THE IF IR5T f LOOP, AND f RAIVIE CONSTRUCTION ON THE SECOND AND THIRD f LOOKS. THE ROC)f 15 f RAIVIED N WOOD AND HA5 A fLAT PARAPET ROOF. THE TOWNHqU51ff 15 EQUIPPED WITH AN EXISTING fIRE 5PRINKLER 5Y5TEM. THE 5COPE Of THE INTERIOR RENOVATION WORK INCLUDES REMODELING THE KITCHEN, BATHROOM5, AND PROVIDING NEW fIN15hE5 THROUGHOUT _1711E TOWNHOUSE. NEW MARVIN WOOD CLAD REPLACEMENT WINDOWS WILL BE INSTALLED TO REPLACE EX15TING VINYL WINDOW5. BUILDING DATA ENCL05ED CONDITIONED SPACE: 2,851 S.F. EX115TING THREE 5TORY TOWNHOU5E COVERED UNCONDITIONED SPACE: 572 S.F. TOTAL NUMBER Of STORIES: 3 STORIES RE MAIN DER Of NORTH UNIT (NOT PART Of TH115 WORK) BUILDING HEIGHT: 34'-10"- (ABOVE AVERAGE GRADE) LOT G 13LOCK 34 OCCUPANCY CLA551FICATION: R-3 (NOT INCLUDED) I CIGI CONSTRUCTION TYPE: TYPE VI (5PRINKLERED) PARTY WALL CONSULTANTS 201-7 114" GENERAL INIFORMATION : 1 . THE ARCHITECT SHALL NOT CONTROL OF,BE RESPONSIBLE POP,THE CONSTRUCTION MEANS AND ZE5 OR SEQUENCES OR THE ACT5 Of OMISSIONS OF THE CONTRACTOR METHODS, TECHNIQUES, PROCEDUIR ------------ OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY Of THEM TO CONSTRUCT LU U.J THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIJ. LOT G TIN T EX15TING THREE 5TORY 13LOCK 34 0 a,/ �D 2. If THE DRAWINGS AND SPECIFICATIONS APE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND D_ TOWNHOU5E REQUIREMENTS SHALL GOVERN. 0 3. PLANS, NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. TYPICAL DETAILS 0 LU U AND 5ECTION5 NOT CUT ON PLANS SHALL APPLY UNLE55 NOTED OTHERWISE. 0 .......................... 4. CODE5U5ED: 2010 I'LORIDABUILDING CODE - EX15TING BUILDINGS. LATEST EDITION USED. 5. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL THEIR DISCIPLINES AVOID ANY CONFLICTS DURING CONSTRUCTION. ITS THE CONTRACTORS RE5PON5IBILITYT0 COORDINATETHE TO 4- ARCHITECTURAL DRAWINGS WITH THE FIELD CONDITIONS AND ALL OTHER CONSTRUCTION DOCUMENTS. 0-2 10 3/4" G4'-G" RENOVATION ' G. LOCATION, SIZES AND QUANTITY Of ALL OPENINGS MAY NOT BE COMPLETELY INDICATED IN THE DRAWINGS. LI:K CONTRACTOR 5 RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL D15CIPLINE5 PRIOR TO FABRICATIONS. OFTHE 7. CONTRACTOR SHALL VERIFY DIMEN51ON5 AND CONDITIONS AT JOB 51TE PRIOR TO COMMENCING CONSTRUCTION. DOWARD (5. ALL CONTRACTORS ARE REQUIRED TO VERIFY EX15TING CONDITIONS PRIOR TO ANY FABRICATION OR PROPERTY LIN� I OGI NORTH CONSTRUCTION. If EX15TING CONDITIONS APE DIFFERENT THAN SHOWN, NOTIFY ARCHITECT IMMEDIATELY FOR LOT 7 TOWNHOUSE MODIFICATIONS TO DRAWINGS. 15LOCK 3-4 9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED ARCHITECTURE AND DO NOT INDICATE THE METHOD STRUCTURE DURING THE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED T015RACING, Of CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT TUF-, SHORING, UNDERPINNING, ETC. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE CONTRACTORS MEANS, 51TE FLAN METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES DURING CONSTRUCTION. ��A-0 5CALE: 3/1 G" = P-O" 10. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIORTO 5UBIVITTALTO ARCHITECT. DR. DAVID DOWARD 11 . CLAIMS FOR ADDITIONAL COSTS OR TIME: ALL QUOTATIONS 0KCLAIM5 FOR CHANGES IN WORK SHALL 15F 88 Ocean Boulevard SUBSTANTIATED BY COMPLETE ITEMIZED STATEMENTS SHOWING QUANTITIES AND UNIT PRICES FOR MATERIAL, LABOR, AND MATERIALS AND SHALL BE ACTUAL COSTS TO THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT Atlantic Beach, FL 32233 RECEIPTS OR OTHER EVIDENCE AS THE ARCHITECT MAY DIRECT, SHOWING H15 ACTUAL COSTS AND H15 RIGHT TO THE PAYMENT CLAIMED. ROOM fIN15H 5CHF-DULf- a. FOR ALL WORK DONE BY H15 OWN ORGANIZATION, THE CONTRACTOR MAY ADD TEN PERCENT (10%) Of 15 ACTUAL COSTS FOR COMBINED OVERHEAD AND PROFIT. CA51NG COUNTf-RTO 5 ; b. FOP,ALL WORK DONE BY H15 SUBCONTRACTORS, THE RESPECTIVE SUBCONTRACTOR MAY ADD TEN PERCENT NUM 5PACE f LO 0 5A5f_ WALL5 CEILING PAINT COLOK5 Rf-MARKS NUM . . ISSUE (10%) Of THEIR ACTUAL COSTS OR COM13INED OVERHEAD AND PROF IT AND THE GENERAL CONTRACTOR MAY no. date description ADD FIVE PERCENT (5%) Of THE AE30VE 5UBCONTRACTOR!5 TOTAL FOR H 15 OVERHEAD AND PROF IT. LU 1 5/5/13 SCHEMATIC DE51GN 12. REIFERENCETOTRADE5TANDARD5: MANY REFERENCES APE MADE TO COMMERCIAL AND TRADE z p STANDARDS AND SPECIFICATIONS. IN EACH CASE, THE REFERENCE SHALL IMPLY THE LATEST EDITION Off THE >1 2 G1 1/13 PROGRESS SET < STANDARD OR 5PECIf ICATION. U 3 G1 13/13 PROGRESS SET 0 J < < LU 2 2 4 7/9/13 PROGRESS SET z 0 LLJ lu 0 (1) LU 0 _J Cn 22 E/ U) ED n _J ED Ir- U) Ir- z _J F_ _J 5 7/22/13 PROGRESS SET _J V U _J U) U) (n UJ U-1 z 0 x LU UJ It It U-1 C) U LU _J n n U Ir- JJ G 7/25/13 PRICING SET 0 Q Q ILL z m/ 0 f LORI DA PRODUCT APPROVAL5: 0 0 0 7 7/29/13 PERMIT SET U (n LIU L0 0 0 z: U U U 0 0 _J C\J T_ LU r_ _�: I A. WINDOWS: r x z 2 2 m m _J U) quz 0 :;z 0 C6 Z 0 l'- Q C' z LU It tu l'- N C\1 UJ 0 LU N x x REVISIONS MANUFACTURER: MARVIN WINDOWS AND DOORS, U T_ IL Ln (0 (n P.O. BOX 100 (n :Iz In no. date description WARROAD, MN 5G7G3 1 2 3 4 5 G 7 5 9 10 1 1 1 2 13 14 15 .1 G .1 7 1 (5� 1 9�20'2 1 1 2123 24 25 2G 7 2(5�29. Iff I R5T f LOOK: NON-IMPACT WOOD INTERIOR* CLAD EXTERIOR SECOND Iff LOOR: NON IMPACT IN WOOD INTERIOR AND CLAD EXTERIOR THIRD FLOOR IMPACT WINDOWS AND DOORS IN WOOD INTERIOR AND CLAD EXTERIOR 101 ENTRY fOYER 2 G 10 15 20 101 1 . MARVIN CLAD ULTIMATE CASEMENT: fL-13145. 1 102 GAME ROOM 2 10 15 20 102 103 15ATH # 1 13 1 103 2. MARVIN CLAD ULTIMATE CASEMENT PICTURE FL-13150.2 2 17 119 22 3. MARVIN CLAD ULTIMATE AWNING FIL-13150.1 201 LIVING Room 3 G 10 115 119 201 COD 4. MARVIN CLAD ULTIMATE fPENCH5LIDING DOORfL4939.3 202 MECHANICAL ROOM 3 10 115 119 202 203 POWDER ROOM 3 7 17 15 1 23 203 15. GARAGE DOOR: 204 KITCHEN 3 G 6 10 1 117 15 1 24 204 MANUFACTURER: DESIGNER DOORS, INC. 205 DINING 3 G 10 15 19 205 scale: VARIE5 702 TROY ST. HALL 110 RIVER FALLS, WI 54022 301 3 G 101 15 - 301 project #: 1304 1 . fL-G442-R3 302 GUEST BEDROOM 3 G 10 15 -- 10 302 10 drawn by: CAD I 1 303 ra 2. NOA- NO. I I-I OOG.04 (NOTICE Of ACCEPTANCE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION) 303 GUEST BATHROOM G 7 17 10 1 25 checked by: CAD GUEST CL 115 304 (1 z I 115 13 305 SHEET TITLE 305 LAUNDRY ROOM 2 10� + 304 05ET 3 1 G 10 19 C. SKYLIGHT: 10 15 COVER SHEET 30G MASTER CLO5ET 3 G 10 30G MANUFACTURER: VELUX AMERICA, INC. 2 N 1 1 12 25 307 Q (.)Eo �' I P.O. BOX 5001 307 MASTER BATHROOM 3 G 7 1 17 le� W & FINISH GREENWOOD, 5C 29G4(5 307A MASTER TOILET ROOM 3 7 1 1 1 � 12 17 119 307A 0 1 1 12� I G 17 10 307D 1 . fL-13303.1 3073 MASTER SHOWER 7 0 !� SCHEDULE 308 MASTER BEDROOM 3 15 308 9 ;4 0 SHEET NUMBER 4 � 5 G 7 9 10 1 1 � 12 13 14 1 5 � 1 G� l 7 1 (51� 1 O�20 1 22 23 24 25 2G 3 12 1 A ERINE A. DU NCAN f f T" archi ec e c A, II�7 11 TEI I I I EN T1 N f THE E T 7 77 ro 110 NUM Ll Ji PERMIT SET NEW PLUMBING CATHERINE A. DUNCAN f IXTU RES TO REMOVE TILE, CABINETS DISCONNECT WATER CAP Off PLUMBING architect REPLACE EX15TING 2'-0" G.- oil [AND PLUM51NG FIXTURES PRIOR TO REMOVAL Of f IXTURE5 1922 Fell Avenue ,OUND TILE fLOOP,---\ OR7 2'-0" 0 Jacksonville,FL 32207 WATERPROOF TUB 5URP TILE PLO WOOD ffLOOR--\ WITH SCHLUTER KERDI D WATERPROOF ING SYSTEM FOR �'Iol Li 0 TUBS, SEE DETAIL G/A-7.3 ------- -qr.H' 'JT-FR KFRF)i 973MAI :IGIESIT,-, GUE LAUNDRY MASTER it (SIMILAR) 0 7—WATERPROOf ING.5Y5T 11 11 2T_ Ie == 0 D D 117-�-- 13ATP 11 'n 7�'LO. 13 13 0 D DRESSER 0 WITH 5LOT DRAJN WITH ILE G, SEE _J---- SAFE I Y GI_At�_-) 41 U r-I A[L G/A-7.�3. L REMOVE RENOVATE ::in 1/-13 ��C;LC)TffE5K0_D__ LJ 110_� Nir-11F 5 OWEKDOUK _U DOORS VV I I I I C^ WALL BATHROOM, IAI -1 - CLO KAA z�) KAA.C�TFR L /I,- AK I '0011i IV., 15TER HIGH DOO -- SEE DRAWINGS 0 N/ GUEST HALLWAY 11 DOOR T5 it M C).'::)FT 15ATI 13EDROO 6/ 30 A 2% BALCONY REff RAME DECK WITH _–( 18 F3�07G F T-09 ----------------- MASTER tel: 904 824 4673 NEW P.T. WOOD 14 11/Z ao .com t7r-7e- - -=LE 0 _r-F T-1-r-T T-1-1-T-7 FRAMING AND IPT I \4Ni I t�1_3 3/4" F+! I I I I I I I BEDROOM WOOD DECKING KM CKA I I I i-i-FT7 I I I I'L LICENSE#AR94478 5'-,5" -3- 231-6 1 lb" '-3 3/8" _3� _F FL LICENSE#ID5522 �3-4 5 r 27l lZi Rft�-6_'Tj C- DOOR,- REMOVE P.T. DECKING NCARB#65873 NEW H -I-AMINATFr) RAILING N DECK* REPLACE LEED AP MATCH E XISTI _Z fIXEDGIASS WITH NEW MATERIAL (5f-Ef VELUX DRAWINGS OF NEW WORK) 5TRI P BEDROOM t IALL CURB MOUNTED 11 5'l (Y'\ SIKYLIGHT� 5CALE: 1/8" 1 '-0" RE-PAINT X17 GUf_5T 2 X 4 ( 3 EXISTING THIRD 1`100P, PLAN EXISTING STEEL 17 FY15TINC- I \\_OP WINDING Iff N STAIRCASE. \- NEW HAR-MA40017)- I . I ')"� I P � FLOORING, AS 51-ICAllii �W[�DOW C) k A A �l I I D15CONNECT WATER * CAP Off PLUMBING COLOR TO BE el� PLAN -4 IVII-\L) I L-N ----- - PRIOR TO REMOVAL Of FIXTURES DETERMINED BY ; BEDRIGIOM I OWNER * - ELE OR L 1___J -------- ARCHITECT DOWINI AINAINATFF) ------ ECH. CL05ET 7 E�] _JL_IL_ FOWDE4\1 E�2_S= _'J KITCHEN --- 'ErLACE DOO RE MO WALLS It I ::_111 L----- 111 11 11 111 11111DOWNI I I I I I I I LIVING ROOM BALCONY -4 ji:1-6 REMq PEP, T CONSULTANTS (D (D NEW KITCHE CABINETS TO REMOVE P.T�---_ REPLACE EXISTING EXIF)TING STAIRS THIRD 1`100P, PLAN DECKING 5CALE: 1/4" 1 '-0" "LING N DECK DINING LE 0 R. REPLACE WITH NEW MATERIAL (SEE DRAWINGS Of NEW WORK) 15'-4" 1 P-9 7/8" -7 NEW PLUMBING EX15TING SECOND fLOOR PLAN FIXTURES AND WOOD 5CALE: I/l = P-O" VENT HOOD THRU 51DE WALL MOUN FLOORING WALL IUILCI REfRIG. DISCONNECT WATER * CAP Off PLUMBING PRIOR TO REMOVAL Of FIXTURES 10 I \ / L___J oil ------- - RENOVATE Lr I KJTCHf_N 71� ----- - THROOQ BATHROOM, SEE OF ------M+64;11elv A v I I A I k v F204� 2 -7. # DRAWINGS D RAW R 8 —all STEP I . -i I 1K ISIMA/ HARD�61000 REPLACE DOOR5[ REFKAME DECK WITH NEW P.T. WOOD 1kJ FLOORING _17 lid 11� GARAGE! FRAMING AND IPT WOOD I i 1 14 RENOVATION DECKING ------ EMOVE CL05ET Rl"OVE EX15TING EXISTING OF THE I O\h LIVING ROOM .PIZ gr--- ELOWTOIN5TALLNEW r VE CLO5 T r L2GAME ROOK OPEN TREAD STAIRCASE DOWARD LE Lil 5TRI P 41, ENTRY FOYER /___ — __ 3--: RE-PAINT �7 -C TOWNHOUSE 10 -7.3 EXISTING STEEL 1 : /- OPEN TO I3ELOW--/"l RELOCATE DOOR, AS PE\R WINDING NORTH PLANS STAIRCASE. COLOR TO BE I I Ni(�; DETERMINED E53Y EXISTING I`=IR5T 1`100P, PLAN OWNER 12051 L J ARCHITECT ELEV OR 5CALE: I/l P-O" 7"' 7 lip DR. DAVID DOWARD 88 Ocean Boulevard Atlantic Beach, FL 32233 4 G) SECOND f LOOP, PLAN ISSUE 5CALE: 114" P-O" no. date description NEW PLUM13ING f IXTURE5, GENERAL DEMOLITION NOTESI: 1 5/5/13 SCHEMATIC DE51GN CAE31NET *TILE, SEE 2 G1 1/13 PROGRESS SET NTERIOR ELEVATIONS SAFETY GLA55 SHOWER 1 . DEMOLITION, REMOVAL Of DE13RIS SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL DOOR * PANEL REGULATION. UNLE55 OTHEKW15E INDICATED. DEMOL15HED MATERIALS BECOME CONTRACTORS PROPERTY. 3 G1 13/13 PROGRESS SET 4 7/9/13 PROGRESS SET ------------------- FOLD-DOWN /-5HOWER NICHE 2. MAINTAIN AND PROTECT EX15TING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH 5 7/22/13 PROGRESS SET MURPHY 13ED 4 7 DEMOLITION, PROVIDING 13YPA55 CONNECTIONS TO OTHERS, AS REQUIRED. G 7/25/13 PRICING SET 7-5LOPE SHOWER 3. LOCATE, IDENTIFY, SHUT Off, DRAIN, D15CONNECT AND CAP Off UTILITY SERVICES TO BE DEMOLISHED. J FLOOR-L" PER fT. 7 7/29/13 PERMIT SET �NEWWALL � 5 TOWARDS DRAIN 4. REMOVE AND REPLACE EX15TING WINDOWS AND DOORS, AS SHOWN ON DRAWINGS. PRIORTO REMOVING k-t-Ni N i I 5 E E I NTERIOR 5 WINDOWS, MEASURE AND DOCUMENT EXACT 51ZE OF fRAME5 FOR REPLICATION. EX15TING DOORS SHALL WATERPROOF SHOWER WITH -PULL CUT ELEVATION5 6 TI-1\0 -5ff AT SCHLUTER KERDI REMAIN IN PLACE UNTIL THE INSTALLATION 15 TO TAKE PLACE IN ORDER TO MAINTAIN THE SECURITY Of THE REVISIONS E)ff rz WATERPROOFING SHOWER BUILDING. SYSTEM, SEE DETAIL G/A-7.3 5. CARE SHALL BE TAKEN TO PROTECT ADJACENT PROPERTY AND BUILDINGS. DAMAGE TO ADJACENT PROPERTY no. date description KI FU/�I I F SHALL BE PROMPTLY REPAIRED, REPLACED, OR CORRECTED AT NO ADDITIONAL C05T TO OWNER. -L 3.11 11 11 FLOOR DVER NEWTILE U G. PORTIONS Of THE EXISTING BUILDING TO BE RE MOVED: PROVIDE, INSTALL AND MAINTAIN TEMPORARY EXISTING f LOOP,O\Iff R ROOM GARAGE BRACING Of EX15TING/REMAINING STRUCTURE, AS REQUIRED, WHILE STRUCTURE 15 15EING REMOVED. PROTECT 5LAB 5 -7. 7 GA��If EX15TIN13 < A I I lrlKUL) TFUU 1 1 1021 SLAB ALL EXP05ED FRAMING AND REMAINING MATERIAL FROM WATER DAMAGE WHEN THE WINDOWS AND DOORS ARE \V I ------------------------- REMOVED. FIRST FLOOR TI-ROUGHOU� :�ONDITJONED ? -NffW OPEN Fl P,51 ?I SPACE Fq:F A i 5P.ACE TREAD 7. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND 51TE IMPROVEMENTS. PR(,)\/inF MOUNTING 8. PROMPTLY REMOVE DEMOL15HED MATERIALS f ROM OWNER5 PROPERTY AND LEGALLY D151`051! Off IT. DO NEW BEAM--� NOT BURN DEMOLISHED MATERIAL. BRACKET FOR E NT;�Y ff QYE P\ 'r.v. f-LE OK — 1 9. ANY QUESTIONS REGARDING REMOVAL Of STRUCTURAL ELEMENTS IN QUESTION NEED TO BE IMMEDIATELY A) E�T DIRECTED TO ARCHITECT BEFORE PROCEEDING WITH ANY fUKTHEK DEMOLITION WORK, IN THE AREA IN scale: VAKIE5 C N PEfQJIPED RELOCATE- CL QUESTION. FRONT DOOR I zz I project #: 1304 10. IT 15 THE CONTRACTORS 50LE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE AND SEQUENCE TO MEN] IN5URE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING DEMOLITION. TH15 INCLUDES BUT 15 drawn by: CAD NOT LIMITED TO THE: ADDITION OF TEMPORARY BRACING, AS PEQUIPED. � 'kL -0---n __ n n __ n n A 1_1 checked by: I r�-:o W--- 1 1 . PROTECT EXISTING WORK WHICH 15 TO REMAIN IN PLACE, 13E REUSED, OR REMAIN AS THE OWNERS CAD G) G) 11 11 11 11 I 1 1 11 11 11 11 11 11 11 11 PROPEKTY. REMOVE AND STORE MATERIALS AND EQUIPMENT INDICATED TO BE REUSED OR RELOCATED TO Li u PREVENT DAMAGE AND RE-IN5TALL AS THE WORK PROGRESSES. SHEET TITLE ( 4 1`1 R5T f LOOR PLAN FUTURE PORTICO_'1____-11L11 ---------------------- ROOF OVER DOOR 12. PROTECT EX15TING FIRE 5PRINKLEK SYSTEM DURING THE DEMOLITION. DRAIN DOWN THE PIPES IN THE DEMOLITION 5CALE: 114" 1'-0" 11 :1 Al It ii ii ii ii 11UTURE 11 11 it it 11 11 11 11 11 SYSTEM IN ORDER TO PREVENT DAMAGE TO THE 5Y5TEM HEADS OR WATER DAMAGE TO THE BUILDING. REMOVE PE�IGOq� 11 11 11 �j 11 11 11 11 :1 ESCUTCHEON PLATE OR FLANGE A55EMBLIE5 THROUGHOUT THE BUILDING AND STORE DURING THE INTERIOR TILE TO EXTEND PLANS & NEW TO EXTERIOR PORCH CONSTRUCTION PRIOR TO REMOVAL Of THE CEILINGS. PRIOR TO RE-IN5TALUNG THE 5Y5TEM WITH WATER, INSPECT FOR ANY DAMAGE AND REPAIR ANY DAMAGE OR LEAKS PRIOR TO TURNING 5Y5TEM BACK ON. Rff ER LANDING PLANS m::::DEff:==m:q:_jq ff:z ir D TO Nf PA 5000, Nf PA 13, FLORIDA BUILDING CODE AND THE LOCAL BUILDING CODES. ALL WORK SHALL BE DONE BY A LICENSED f IRE 5Af ETY CONTRACTOR. U LI u U u 1J U 11 U 1.1 U IJ SHEET NUMBER X ''Lr FLL I L I tWA NG5 R I Y5T _OOF P I WI TEpt ATH 5LO -A N WITH TH T DR L VEKING, 5ff E 'I E VEfP TAI /A-7.3 -7 A 7WIIDEF LLM DOO + L NEW K C 'ABIN I CE E> REPLA 77 8 PERMIT SET SCONCE LIGHTS M015TURE RES15TANT DRYWALL DROP CEILING T CONTINUOUS I X CEILING. fURR DOWN CEILING TO ALLOW DUCTING CONTINUOUS I X WOOD TRI ACCOMMODATE EXHAUST FAN FOR CEILING FAN WOOD TRIM r-------- r------------------ ------------------- CATHERINE A. DUNCAN - - - - - - - - - - - - - - - - - - - - - architect 1922 Felch Avenue 2 X 12 GLAZED-, --- - - - - - - - - - - - - - 0 Jacksonville,FL 32207 - - - - - - - - - CERAMICTILE /\It 0 '4' LIGHT FINISH DRYWALL WITH- /T A LEVEL 5 FINISH - 1/1,11 11% - - - - - - MIRROR TO BE PAINT - - - - - - - J If I N" L 1% PROVIDED 13Y POL15HED PLATE OWNER (y) �_LAMINATED FIXED GLA55 - - - - - - - - - GLASS MIRROR kk%k1k' OPEN TO HALL TO MA5TER - - - - - - - - - - - - - - - 5 H If Lff CL05ET L - I/ \11 tel: 904 824 4673 \Rb',17�E D NICHE - - - - - - / _1`2�TD ET T155UE 13ACKSPLA5H ------ catherinedunc@aol.com - - - - - - - - - - Le R:11 57 )PAGE COUNTERTOP MATERIAL - - - - - - - - - - - - - I'L LICENSE#AR94478 5 AINLE55 5T _L I'L LICENSE#ID5522 C OTHE5 HANG NIG INCARB #65873 R( )D - - - - - - - - - - - - - - - LEEDAP - - - - - - - - - - - - - - - - - - - - - - C\J ------- 0 16-d I x 3 545 WOOD- TOILET--' - - - - - - - BASE BOARD WITH A 16=3 CLEAR FINISH PLEXI-GLA55 5HOFZ WOOD CABINETS WITH RACKS PROVIDE BLOCKING FOR ALL BATHROOM CERAMIC TILE-"� 130OKMATCHED FRONTS ACCESSORIES 2'-1' G'-(5" 2'-1 ON DOORS t DRAWERS 31/2' MASITER CL05ET MASITER 13EDROOM/13ATH ELEVATION MASITER E3EDPOOM/13ATH ELEVATION MASITER 5HOWER 5CALE: 112" 1 '-0" 5CALE: 112" P-O" 5CALff: 112" 1 '-0" 2 X 4 WALL 5CALE: 112" 1 '-0' CONSULTANTS -2L.' DRYWALL WITH DRYWALL WITH LEVEL 5 FIN15H LEVEL 5 fIN1511 MW --CONTINUOU5 I X 3 1 x 3 545 WOOD F I ME WOOD TRIM TO ALIGN WITH CC TRIM WITH A CLEAR TRIM IN ROOM I x 3 Wool)TRIM;--'/ W, FINISH '��51IADE POCKET IN DRYWALL :ONTINOU5 THROUGHOUT ROOM I X 2 WOOD 5TOP5 POCKET SHADE INTO Ilk \\-LEVEL 5 DRYWALL 50ff IT \Ilk LAMINATED fIXED GLA55 FINISH, PAINTED �A-7.__1) 8 1 11 PROVIDE -,F I"I 13LOCKING I x 2 5 5 WOOD-_� FIN15H DRYWALL WITH A ARTICULATING ARM FIN15H DRYWALL WITH A TKI WITH A LEVEL 5 FINISH PAINT TO WALL MOUNT --LAMINATED fIXED GLA55 LAMINATED FIXED GLA55 LEVEL 5 FINISH PAINT CLE NIR f I N15H T.V. - RECE55 I X 2 WOOD 5TOP5 OUTLET * ARM 515TING RAIL TO BE REUSED LAMINATED GLA55 INTO DRYWALL DRYWALL WITH �N D AREAS THAT NEED TO BE kk 11 01�LEVEL 5 f IN15H CON 5TRUCTED NEW TO MATCH I X 2 WOOD TRIM-/ EXISTING _-50UND BATT IN5ULATION AROUND MA5TER DEDROOM CONTRACTOR Ell,"I I x 3 EA5E 50ARD 545 SHALL FIELD ................................. WOOD WITH A CLEAR fIN15H VERIFY EXACT RENOVATION IPE WOOD FLOORING HEIGHT WITH 12" DRYWA4L WITH, LEVEL 5 OWNER OF THE A I x 3 BASE 13OAKD I x 3 BASE BOARD 545 WOOD WITH A DOWARD SECOND f LOOP, CLEAR IF IN15H 545 WOOD WITH A 11 /CLEAR FINISH DETAIL FIXED GLA55 M . BEDROOM - ------------------------ ------ _T TOWNHOUSE FINISH DRYWALL WITH A 5CALff: I-112 1'-0" LEVEL 5 FINISH - PAINT I x 3 545 WOOD KE-fKAME DOOR5 TO DR. DAVID DOWARD & HEIGHT FROM 0-8 SECOND IFLOO TRIM WITH A CLEAR- ......... CEILING HEIGHT 88 Ocean Boulevard .............. . ... FINISH i" CL_fAR SAFETY .................. 2 Atlantic Beach, FL 32233 ........... GLA�5 SHOWER MIRROR DOO .............. .......... ............. PE_U5E EXISTING HANDRAIL ........ ISSUE T REFINISH ALL END PANEL MADE TO:::� DRYWALL WITHLEVEL 5 MATCH CABINET ass I x 3 545 WOOD no. date description FINISH TRIM WITH A__\'� FINISH 1 5/8/13 SCHEMATIC DE51GN CLEAR f IN 15 H f I N 15 H D RYWALL WITH A I x 3 545 WOOD- V LEVEL 5 FINISH - PAINT 2 G1 1/13 PROGRESS SET TRIM WITH A CLEAR FINISH 3 G1 13/13 PROGRESS SET IP 0 T EXISTING HANDRAIL TO 4 7/9/13 PROGRESS SET 0 BE R17-1-15ED WITH NEW 5 7/22/13 PROGRESS SET .... .. STAIR I x 3 A,5E BOARD C? G 7/25/13 PRICING SET 545 \A OOD WITH A C 1EAR IF IN 15 H 7 7/29/13 PERMIT SET TILE . .. .... .... 7 _J F WOOD CORING WOOD FLOORING REVISIONS TILE CUPBt�L no. date description /I x 3 BASE BOARD MASITER 13ATH/E3EDROOM ELEVATION 545 WOOD WITH A 5CALE: 112" P-0" CLEAR f IN 15 H H r POCKET FOR SHADE EXISTING HANDRAIL TO BE KE-U5ED WITH NEW STAIR 3'-1 1 TYP. SPA I x 3 545 WOOD-- FIN15H DRYWALL WITH A I RIM WITH A CLEAR LEVEL 5 FINISH - PAINT FINISH k' STEP LIGHTS scale: VAKIE5 FIN15H DRYWALL project #: 1304 WITH A LEVEL 5 FINISH - PAINT drawn by: CAD checked by: CAD SHEET TITLE I X 3 WOOD 545 TOP Of TREAD INTERIOR BASEBOARD, CLEAR TO CENTERLINE ELEVATION5 FINISH Of LIGHT NEW TILE FLOOR OVER EXISTING CONCRETE I x 3 BASE 13OAKD 5LA15 SHEET NUMBER 545 WOOD WITH A CLEAR f IN 15 H MA5TER DEDROOM/BATH ELEVATION 5TAIR ELEVATION 5CALE: 112" = 1'-0" ��7. 1 5CALE 11211 = 1 1-011 PERMIT SET 5ECOND f LO R -------------------------------------------------------------------------------------------- 3'-0" f I R5T f LOOK 5'-0" 3'-0" 3'-0" CEILING LINE---� 31-011 -01, 3'-0" THIRD f LOOK 4. e- 3' 3'-0" --------- -------------- ----- - CATHERINE A. DUNCAN -------------- -----I----------------------- -------- ------- 3 0" ------- -------- --------- architect CEILING LINE CEILING LINE ------ - ------ ---- --------- 1922 Felch Avenue o Jacksonville,FL 32207 n UK C\J (\J C0 0 0 U? U) Ln =a 0 0 U) FINISH FLOOR LINE FINISH FLOOR LINE--\ ----- ------ It -------------- FINISH FLOOR LINE 0 I tel: 904 824 4673 ------------------------------------------ ----------------- \ ___ _ *3 CASEMENT CASEMENT --------------------------------------- --------------- -4\1-. I CASEMENT 2 CASEMENTS PICTURE lz----------------- ---------------*----------- -------------------- -------------- 3 CA5EMENT5 CASEMENT CASEMENT AWNING AWNING --- cafherinedunc@aol.com PICTURE PICTURE CASEMENT GAME ROOM GAMEROOM ENTRY FOYER LIVING ROOM ELEVATOR HALL DINING KITCHEN GUEST BEDROOM GUEST 13ATH M. BATH STAIRWELL STAIRWELL ELEVATOR HALLWAY FL LICENSE#AR94478 MA5TER BEDROOM TO f IT IN EX15TING FL LICENSE#ID5522 NCARB #65873 WINDOW AND DOOR TYPf5 WINDOW OPENING LEEDAP 1 . FRENCH DOOR* WINDOW UNITS REFERENCED ABOVE ARE TO BE INSULATED CLAD WINDOWS WITH NON-IMPACT GLASS, EXCEPT AT THIRD FLOOR. WOOD 5H ALL BE TREATED FOR M015TU RE RESISTANCE. WINDOW TYPES INCLUDE: CASEMENTS, AWNINGS AND FIXED GLASS. 2. SIZES SHOWN ARE APPROXIMATE ROUGH OPENING SIZE. STANDARD SIZES SHALL BE USED WHENEVER POSSIBLE. 3. GENERAL CONTRACTOR 15 RE5PON5113LE FOR f IELD Vf RIFYING ROUGH OPENING 51ZE5 Of ALL WINDOWS AND DOORS PRIOR TO ORDERING, COUNT Of WINDOWS DOORS TO AVOID CONFLICTS WITH EXISTING STRUCTURE. DESIGNATED WINDOW TYPES OCCUR AT MULTIPLE LOCATIONS. 4. GLAZING TO BE TEMPERED IN ALL LOCATIONS REQUIRED 13Y CODE. VARIES 5'-0" 51-0" VARIES VARIES 11 3'-0" -4- ------------------------------ --- C\J N CONSULTANTS 0 WINDOW 5CHEDULE MAKK ROOM KOLIGH OPENING 51ZE TYPE QN15h GLA55TYPE A GAME ROOM G 1 11 X GG" CASEMENT CLAD INSULATED PRIMED WOOD INTERIOR FINISH FLOOR LINE ------- ------ ------------------\__4_1-------I-------- ------J-------I_ -------- L 15 GAME ROOM 37"X GG" CASEMENT CLAD INSULATED PRIMED WOOD INTERIOR Sk ----- ___+ ILI Af RICAN MAHOGANY GARAGE INTERIOR 50LID INTERIOR 50LID EXTERIOR INTERIOR 50LID FRENCH DOOR FRENCH DOOR FRENCH DOOR C LIVING ROOM 37"X 53-5/5" PAIR CASEMENTS CLAD CLEAR WOOD INTERIOR DOOR BY DESIGNER DOORS, INC. CORE SLAB BIRCH CORE SLAB VENEER MAHOGANY FRENCH CORE SLAB VENEER PR 5'-0"x G'-b" PR G'-O"x ,5'-O" PR 5'-0"x 5'-0" INSULATED (FIELD VERIFY EXISTING SIZE) DOOR WITH A HIGH DOOR WITH A CLEAR DOOR DOOR WITH A CLEAR D ELEV OR HALL (2NE) FL) 37"X 53-5/5" PICTURE CLAD INSULATED CLEAR WOOD INTERIOR GL055 PAINTED FINISH FINISH FINISH E DINING ROOM 37"X 53-5/6" 3 CASEMENTS CLAD INSULATED CLEAR WOOD INTERIOR f I R5T f LOOP, SECOND * THIRD FLOORS f KITCHEN 37 X 83-5/8" CASEMENT CLAD INSULATED CLEAR WOOD INTERIOR J MASTER BEDROOM/ 37"X 71 -5/8" CASEMENT CLAD GUEST BEDROOM INSULATED R WOOD INTERIOR ACRYLIC OUTER DOME K GUEST BATHROOM 33"X 35-5/45" AWNING CLAD INSULATED CLEAR WOOD INTERIOR ACRYLIC INNER DOME RRSONE 5EAL L MA5TER BATH-5HOWER 37"X 35-5/45" AWNING CLAD INSULATED CLEAR WOOD INTERIOR FOAM TAPE M STAIR HALLWAY 25"X G7' PICTURE CLAD EXTRUDED ALUMINUM COVER N STAIR HALLWAY 3 1"X 9G -1/6" PICTURE CLAD INSULATED CLEAR WOOD INTERIOR gsgg- S. ... 2 INTERNAL CONDENSATE VHB TAPE INSULATED CLEAR WOOD INTERIOR ELEVATOR HALL QRD fQ 25"X 40 CASEMENT CLAD 00 0 INSULATED CLEAR WOOD INTERIOR �__(3) PR05000 .00 CONTROL GUTTER WITH ..-.0000000 0 THERMAL. eze; OPTIONAL WEEP HOLES OF THE R-GUARD, WRD .0-:-00- 0. BARRIER A55EM13LY 5CREW5 Q 37"X GG" 0000000-0. 00 ENTRY FOYER CASEMENT CLAD 0 EXTRUDED ALUMINUM I INSULATED CLEAR WOOD INTERIOR 00 X 0 0 ONE PIECE ALUMINUM OUTER INNER FRAME DOWARD 00 0.000 0. 0 0. . 0 0, 1 0 CURB SKIN WITH MOUNTING 0 0 8" ALUMINUM INNER C _ _ 0 MIN FLANGE (0.032 MIN.) U RB - SKIN (0.025 MIN.) TOWNHOUSE 0 0.02g-0-- 000 0 0.0000000 g 1MIN ROOF LINE--�� (1) PRO5000 R-GUARD JOINT 00000000 RIGID INSULATION ::.0:000. *0 1 . GENERAL CONTRACTORTO FIELD VERIFY COUNT Of WINDOWS. DESIGNATED WINDOWTYPE5 OCCUR AT MULTIPLE LOCATIONS. SEAM f ILLER AT : DEFICIENCIES. (FULL *0.00.0 2. GLAZING TO BE TEMPERED IN ALL LOCATIONS REQUIRED By CODE. PROVIDE WINDOWS MEETING EGRESS, AS REQUIRED. 0:0*0 .0; 0 0 PERIMETER AND CORNERS) 00:0 0 00 0:0. . 010 r5 '�CURB MOUNTED VELUX 5KYLIGHT DETAIL 3. GENERAL CONTRACTOR 15 RESPONSIBLE fOR FIELD VERIFYING ROUGH OPENING ,51ZE5 Of ALL WINDOWS AND DOORS PRIOR TO ORDERING, (2) PR05000 R-GUARD 0 00 TO AVOID CONFLICTS WITH EXISTING STRUCTURE. 0000:000 0 fA5TfLA5H (FULL 00" 0 ��-2)5CALE: N.T.5. 00-000. PERIMETER) *0.-*.-0*.00 :.0.000.*00 . DR. DAVID DOWARD U00.0*00 00-0 0. a 0000 0:0000 0 0 88 Ocean Boulevard 0.0000000 3-COAT 5Y5TEM 5TUCCO---=� 0 00.00 0.000.0.0.000E0 Atlantic Beach, FL 32233 0*.*0 00 N 0. (2) PRO5000 R-GUARD 00 .-NONN: (2) PROSOCO R-GUARD STUCCO ACCENT HEAD TPIM----, fA5TfLA5H (FULL 0.000000.00 *:.0.0.0.00.0.0.5.5.* JOINT * SEAM fILLER (IN5TALL OVER STUCCO BROWN PERIMETER) .0.5 0*00 0*.0.0 AT DEFICIENCIES. COAT) 0-:.-: '7'---DP,rWALL 0 (FULL PERIMETER AND (1) PRO5000 R-GUARD -.'gego-eggo 00 CORNERS) JOINT * SEAM FILLER 0 0 00 0.0 0.* U5E AIRDAM INTERIOR SEALANT DOOR 5CHEDULE ISSUE On ag 0 0 Z.og DE ICIENCIE5. 000 TO CREATE A WEATI-If R TIGHT 0 000.000 (FULL PERIMETER AND 00 00000000 a -0-- (3) PR05000 5EAL AT INTERIOR Of WINDOW, AS MAKK Ploom 51ZE TYPE no. a e description 0. CORN E RS) M 00000 R-GUARD FASTfLASH PEP,MANUfACTURER5 REMARK5 0 0-01, 100" U 0; 0 011, 0* - 00 .00;00001' INSTRUCTION5. .101; 2 �.'1 1 5/b/13 5CHEMATIC DE51GN -1 (FULL PERIMETER) DO NOT 5EAL AE30VE HEAD- (S) 0 LLJ FLASHING (3) PP'05OCO X 3 TRIM z LLJ 2 G11113 PROGPE555ET (4) PROSOCO 0 n r_ R-GUARD, WRB R-GUARD, WR5 z 3 G/13/13 PROGPE555ET PAINTED .032 ALUMINUM HEAD APPLY DEAD OF CAULK AT ALL JOINTS IN LLJ C) Q) FLASHING WITH HEMMED EDGE (IN5ERT 0 LLJ Q) > 4 7/9/13 PROGRE55 5ET UPTURNED LEG BEHIND FELT) WINDOW OPENING WITH PRO5000 0 L 0 R-GUARD JOINT SEAM FILLER. FL 5 7/22/13 PROGRE55 5ET JAM13 EXTENSION, 13Y TRIM G 7/25/13 PRICING 5ET COAT ENTIRE WINDOW OPENING CARPENTER EXTERIOR ENTRY FOYER 3'-0" G'-5" 1 3/4" FRENCH R.H. (HEAD * 51DE5) WITH FAST f LASH 1 11 - 3 POINT LOCKING 5Y5TEM AFRICAN MAHOGANY TEMPERED GLASS, CLEAR WOOD INTERIOR INTERIOR- 51KKEN5 CLEAR FINISH F/29/13 PERMIT5ET WATER RE515TANT BARRIER. 2 EXTERIOR GARAGE 141-0 7-0" 2 3/4" GARAGE OVERHEAD AFRICAN MAHOGANY CONTINUE MATERIAL 8"AROUND MARVIN WINDOW - DESIGNER DOOR IN AFRICAN MAHOGANY- SIKKEN5 CLEAR FIN15H I ENTIRE PERIMETER Of WINDOW 3 13ACK PORCH GAMEROOM 5'-0" GI-811 1 3/4" SLIDING SLIDING 3 POINT LOCKING SYSTEM PAINTED WOOD MARVIN - TEMPERED GLASS, CLAD EXTERIOR WITH SCREEN OPENING REVISIONS 4 ENTRY FOYER ELEVATOR 3'-0" G'-5" 1 3/4" SLAB L.H.R. ELEVATOR LOCKING CLEAR WOOD VENEER 5L\B 50LID CORE [DOOR no. date description WINDOW WINDOW r_l '�WINDOW HEAD DETAIL 5 ENTRY FOYER GAME ROOM 3'-0" G'-,5" 1 3/4" FRENCH L.H. PRIVACY CLEAR WOOD WATERPROOf ING 5ECTION TEMPERED GLA55 SINGLE LITE INTERIOR FRENCH DOOR �/_�4WATEKFKOOI`ING ELEVATION 5CALE: 1-112" 1'-0" G GAMEROOM BATHROOM (I 5T f L.) 2'-b" -81, 1 3/4" SLAB R.H. IVA PAINTED �tJ25CALE: 1-112" l '-0" 5CALE: I-1/2 1 1-011 ,A-2 IF P 13IRCH SOLID CORE DOOR 7 2ND I=L HALL ELEVATOR 3'-0" 0-8" 1 3/4 SLAB L.H.R. ELEVATOR LOCKING CLEAR WOOD VENEER SLAB 50LID CORE DOOR (PANEL A15OVE TO 5' HT.) 5 HALLWAY POWDER BATH 2'-G" 8'-0" 1 3/4" 5LAB L.H.R. PRIVACY CLEAR WOOD VENEER SLAB 50LID CORE DOOR 9 HALLWAY MECHANICAL ROOM 3'-011 6'-0" 1 3/4" SLAB POCKET DOOR PA55AGE CLEAR WOOD VENEER SLAB SOLID CORE DOOR APPLY DEAD Of CAULK AT ALL JOINT5 IN- 10 KITCHEN 2ND I'L. BALCONY 5'-0" 5'-0" 1 3/4" 5LIDER 5LIDER 3 POINT LOCKING SYSTEM CLEAR WOOD MARVIN - TEMPERED GLASS, CLAD EXTERIOR WITH SCREEN WINDOW OPENING WITH PRO5000 MARVIN WINDCW R-GUARD JOINT 5fAM FILLER. 11 LIVING ROOM f PONT BALCONY G'-O" 5'-0" 1 3/4" SLIDER SLIDER 3 POINT LOCKING SYSTEM CLEAR WOOD MARVIN - TEMPERED GLASS, CLAD EXTERIOR WITH SCREEN USE AIRDAM INTERIOR 5EALANT 12 LIVING ROOM FRONT BALCONY G.-O" 5--0" 1 3/4" SLIDER SLIDER 3 POINT LOCKING SYSTEM CLE MARVIN - TEMPERED GLASS, CLAD EXTERIOR WITH SCREEN TO CREATE A WEATHER TIGHT AR WOOD PROVIDE A CONTINUAL P051TIVE 5EAL AT INTERIOR Of WINDOW, AS 13 3RD fL. HALL ELEVATOR 2--b" G'-8" 1 3/4" 5LA15 L.H.R. ELEVATOR LOCKING 5LOPE TO EXTERIOR BELOW PER MANUFACTURERS CLEAR WOOD VENEER SLAB 50LID CORE DOOR WINDOW. COAT ENTIRE 51LL* INSTRUCTIONS. 14 3RD I'L. HALL GUEST BEDROOM 2'-,5" 5'-0" 1 3/4" SLAB L.H. PRIVACY scale: VARIE5 13ACK DAM *51DE5 WITH FAST CLEAR WOOD VENEER SLAB 50LID CORE DOOR project #: 1304 FLA5H WATER RE515TANT BARRIER 15 GUEST BEDROOM CLO5ET 2'-,5" 51-011 1 3/411 SLAB POCKET DOOR PA55AGE -.1 1 - I - I CLEAR WOOD, VENEER 5LA15 SOLID CORE DOOR drawn by: CAD % IG GUEST BEDROOM GUEST 15ATH 3'-0" 5'-0" 1 3/4" 1 SLAB R.H. PRIVACY CLEAR WOOD VENEER SLAB SOLID CORE DOOR 5111M� AS REQUIRED BELOW WINDOW checked by: CAD SEALANT BELOW WINDOW g (5HIM5 ,5HALL BE COMPO51TE 17 GUEST BEDROOM 3RD I'L. BALCONY 5'-0" 5'-0" 1 314' SLIDER SLIDER 3 POINT LOCKING 5Y5TEM CLEAR WOOD MARVIN - TEMPERED GLASS, CLEAR WOOD INTERIOR/ CLAD EXTERIOR NON-WOOD MATERIAL)TO ALLOW FOR DRAINAGE 1 (5 3RD fL. HALL LAUNDRY 4'-0" 5'-0" 1 3/4" 5LA13 POCKET DOOR PA55AGE SHEET TITLE APPLY FA5T FLA5H AIR* WATER--- CLEAR WOOD VENEER SLAB SOLID CORE DOOR RE515TIVE BARRIER 8" DOWN THE 15 3RD I'L. HALL MASTER BEDROOM 5'-0" 1 3/4" DK`rWALL 3'-0" L.H.R. PRIVACY SLAB FACE Of THE PL`r`WOOD CLEAR WOOD WINDOW AND VENEER SLAB 50LID CORE DOOR SHEATHING (BATHROOMS AND KITCHEN TO 20 MASTER BATH TOILET 2'-,5" 8'-0" 1 3/4" FRENCH L.H. PRIVACY CLEAR WOOD SINGLE LITE INTERIOR FRENCH DOOR WITH TRANSLUCENT GLA55 U5E MOISTURE 21 MASTER BEDRM. FRONT BALCONY DOOR C Oil RE515TANT (5,-o,, 1 3/4" SLIDER SLIDER 3 POINT LOCKING 5Y5TE OOD ERED GLASS, CLEAR WOOD INTERIOR CLAD EXTERIOR WITH SCREEN 5TUCCO ACCENT SILL(IN5TALL-/ M CLEAR,W P DIR OVER STUCCO 13ROWN COAT) YWALL) 22 SCHEDULES ENTRY FOYER GARAGE 3'-011 1 3/4" SLAB R.H. PRIVACY CLEAR WOOD VENEER 5LA13 50LID CORE DOOR NOTr: I . EXTERIOR FRENCH DOOR UNITS REFERENCED ABOVE TO 13E BY MARVIN WINDOWS. SHEET NUMBER 3-COAT 5Y5TEM 5TUCCO WEATHER RE515TANT BARRIER 2. PROVIDE OWNER WITH A MASTER KEY TO UNLOCK ALL DOORS PLr`WOOD WALL SHEATHING 3. NOTE: CONTRACTOR 15 RESPONSIBLE POP,VERIFYING ALL DOOR 51ZE5 AND SWINGS FOR APPROPRIATE f IT PRIOR,TO ORDERING DOORS. ALL ROUGH OPEN 51ZE5 SHALL BE MADE TO SPECIFICATIONS PROVIDED BY WINDOW MANUFACTURER 4. CLEAR WOOD VENEER SPECIES Of DOOR f IN15H TO BE DETERMINED BY OWNER AND ARCHITECT. 0 U N TT 1) N E _P 5 W AT IT EXT VM2 t___ I�/7�/J Ll H 77T UM M P HOL fC U 1P,13 ( EE E5 DED ALUM I N _ f PPAM_ 1/1' N U M I NN ER 0-025 M I N. I U L TIO N5 A N .0 �2WINDOW 51LL DETAIL A - 2 ��2 5CALE: 1-112" = P-0" PERMIT SET CATHERINE A. DUNCAN LIGHT M015TURE RE515TANT/ ��MO15TURE RE515TANT architect 1922 Felch Avenue DRYWALL CEILING T-T-T-T l t 11 1 DRYWALL CEILING o Jacksonville,FL 32207 -------------------------------------------- —WALL TILE --------------------- ------ --------- POL15HED PLATE GLA5,7-- it ED fULL-HEIGHT OPEN 5HELVE5 MIRROR WITH 13RUE NICKEL EDGE 13AND WALL TILE TO BE .......... ..... .... .... ..... 01313 .. .... .. .. .... .... 5ELECTED 13Y OWNER =. ... .... ............ 2"5Af ETY n ............. ----- I �_. . .... ... 2'" GLA55 5Af ETY ............ .... ..... i GLA55 5HOWER DOOR ..... ... .. .... .... .. .............. ... . .. PANEL* 5HOWER ............... .... .... MURPHY BED - DOOR RECE55ED NICHE-- .... .... QL EEN 51ZE MATTRI!55 -.1 ..... ..... . M fOR 5HAMPOO 015TURE D P1YW OPEN 5HELVE5 1 2" 5Af ETY GLA55-\ tel: 904 824 4673 ... .. .... ....... ...... ---RE515TANT ALL fULL HEIGH PANEL 5HOWER CA51NET ------------ PAINTED catherinedunc@aol.com ... ...... DOOR ..... ... ...... ...... .... .... ......... FL LICENSE#AR94478 7RECE55 TOILET RECE55 . ... ..... ... .. ... ... FL LICENSE#ID5522 OPEN-, UNDER51DE Of UNDEP151DE Of . .... .... _J NCARB #65873 50LID 5URfACE CA13INET fOR CA51NET FO P, 1% J ... ..... ... .... .... LEEDAP .. .... ..... .... ... .... .... ...... ........ ..... ... ......... COUNTERTOP LIGHT LIGHT -OPEN ...... ....... TI IfE .. .... .... .... ..... ..... ... .... ............... ...... ... ... ... ... ............. ... ... .. . .... ... .... ........ .... ... ... ... I........ ..... ..... ........... ......... ------ IF _1 i 0 PULL-OUT DE5K ... .. ... ..... .... .... ... TOILET ..... .... .... ... I X 3 POPLAR (RELOCATE DRAIN fROM .... ........ ..... .... 5A5EBOARD, PAINTED fX15TING I x 3 BA5E BOARD-,, 1/8"flT. ------------- -------------------- ------------- LOCATION) t J FT L PROVIDE BLOCKING fOR ALL BATHROOM 5CHLUTEP KERDI-LINE 21-0" 5'-3" 2'-0" 2'-1 5'-9" 2'-1 ACCE5501ZIE5 f LOOP,DRAIN IN BRU5HED 5TAINLE55 5TEEL GRADE WITH 5QUARE I SIT F= GAME ROOM ELEVATION r2 15T IFL. [3ATMROOM ELEVATION PERFORATION5 15T fL. BATHROOM ELEVATION 1 SIT f=L. BATHROOM ELEVATION L. BAT�IROOM ELEVATION 2 5CALE: 112" P-0" �.2 5CALE: 112" P-O" ��.�25CALE: 112" 1 '-0" 5CALE: 112" P-0" �.2 5CALE: 1/2" 1'-0' CONSULTANTS I x 3 POPLAR 545 1 x 3 POPLAR 545 51NGLE LITE CLEAR GLA55 I x 2 POPLAR 545 PAINTED TRIM PAINTED TRIM DOOR PAINTED TRIM I x 2 POPLAR 545 I x 2 POPLAR 545 PAINTED TRIM UPF ER DE5K PAINTED TRIM f I N 15 H D KYWALL WITH A CABINET5 5LAB 50LID CORE f IN 15H DRYWALL WITH \0 A LEVEL 5 fINI5H - BIRCH DOOR5, LEVEL 5 fIN15H - PAINT PAINTED f I N 15 H D KYWALL WITH A PAINT LEVEL 5 f IN 15H - REPAINT 50LID CORE— MIRROR� BIRCH DOOR' 50LID 5URfACE PAINTED BikCK5PLA511� COUNTERTOP CABINET-- RENOVATION OPEN 13ELOW DE5K OF THE I x 3 BA5E B I x 3 DA5E BOARD OARD I x 3 BA5E E30ARD (POPLAR PAINTED) (PC PLAR PAINTED (POPLAR PAINTED) DOWARD y TOWNHOUSE I X 3 POPLAR-`� PAINTED GAME ROOM ELEVATION GAME ROOM ELEVATION GAME ROOM ELEVATION BA5EBOARD 15T ft. 13ATHROOM ELEVATION �.2 5CALE: 112" = 1 '-0" 5CALE: 112" P-O" �.2 5CALE: 112" P-0" 5CALE: 112" 1 '-0' DR. DAVID DOWARD I X 3 5,15 CLEAR fINI5H M015TURE LEVEL 5 fINI5H DRYWALL, PAINTED I X 3 545 CLEAR WOOD,_p11M' RE515TANT DRYWALL LIGHT -MO15TURE r LIGHT fIX7URE 88 Ocean Boulevard WOOD TRIM, CONTIN JOU5 WITH A LEVEL 5 RE515TANT CONTINUOU5 AROUND ROOM FIN15H - PAINT DRYWALL AROUND ROOM BLAB ROI�ERN 7 MIRROR TILE TO WRAP INTO ISSUE !NEER DOOR MEMCINE - WINDOW AND I V �2 Cz I i5 CLEAR GA INET/ BECOME JAMB no. a e description \&OOD TRIM ,,-TILE MIRPIOR EXTEN51ON 1 5/5/13 5CHEMATIC DE51GN 2 G/1/13 PROGRE55 5ET J I + 3 G/13/13 PROGRE555ET 4 7/9/13 PROGRE55 5ET L INK 5 7/22/13 PROGRE55 5ET COUNTERTOP RECE55ED 51NK t 50LID 5URfACE TILE---_ L`f COUNTEKTOP 7 7/29/13 PERMIT 5ET ,_-,5LAB WOOD z -4 - J - OUNTERTOP Ll 5LAD WOOD _T_1 COUNTERTOP T-1 /-WALL MOUNTED TOILET LACQUER PAINTED ---- (PROVIDE 13LOCKING DOOR5 * DRAWER5 BATH TU13 REVISIONS IN WALL) no. a e escr p ion \A'ALL 0 0 0 MOUNTED TO LET Wool) PACE fRAME, LEG5, 5HELf BOXE5 Ll NEW TUB TO TOILET (NEW LOCATION 15 ADJACENT TO fXI5TING POWDER ROOM ELEVATION POWDER ROOM ELEVATION �JPOWDER ROOM ELEVATION /1�2POWDER ROOM ELEVATION RE PLACE DRAIN -CONTRACTOR TO f IELD VERIfY CONDITION5 �4GUESIT BATHROOM ELEV. rl 5CALE: 112" 1 '-0" fX15TING AND ADJU5T ACCORDINGLY) 5CALE: 112" 1 '-0" A-7.2 5CALE: 112" �.2 5CALE: 112" 1 '-0" �.2 5CALE: 112" 1 '-0" 2 rl 3'�GUE5T BATHROOM ELEV. 2) �.2 5CALE: 112" 1 '-0" + scale: VAKIE5 f IN15H DRYWALL WITH A project #: 1304 LEVEL 5 fIN15H - PAINT drawn by: CAD BULLN05E I TILE AT EDGE --- checked by: CAD MIRROR SHEET TITLE INTERIOR I x 3 TRIM 545 1OD WITH A CLEAR ELEVATIONS I x 3 TRI I'vf 1945 \11\ --- 50LID 5URFACE -)D WITH A CLEAR COUNTERTOP FIN15H SHEET NUMBER 5HELf A- 7 ,0 2 BA5E5OAPD 'OOD WITH A 1EAR f IN 15H PROVIDE BLOCKING fOR ALL BATHROOM PERMIT SET U' E�I�T �RO�OM �ILEV�. ACCE550RIE5 U E 13��T �OO M�E L�EV 5C_AEE?12�' 2 Z L E EXHAUST VENT FROM 5TAINLE55 STEEL FRONT HOOD THRU WALL ON FACE Of CABINET AT WOLF 34-3/8" PRO HOOD ENTILATION HOOD LINER EXHAUST HOOD CATHERINE A. DUNCAN architect --------------------------------- 7�1 ----------------------------------- -- -1 X FULL HEIGHT 5TAINLE55 STEEL FINISHED 1922 Felch Avenue WOOD 545 TRIM FRONT TO CABINET WITH HOOD a Jacksonville,I'L 32207 0 F9 F I X 2 \&OOD 545-� TRIM W11 H A CLEAR FINISH 1113 000 WOLF 34-3/5" PRO I X 2 WOOD 545---� IENTILATION HOOD LINE FINISH DR`rWALL TRIM WITH A CLEAR WITH A LEVEL 5 FINISH FIN15H - FAINT WOOD CABINET---�, -RECE55 BOTTOM Of I X 2 WOOD 545---� CABINETS TO RECEIVE tel: 904 824 4673 V", TRIM WITH A CLEAR WOOD HANGING- LIGHTS catherinedunc@aol.com WOOD SHE_f 5TAIN[.E55 5TEE -42"5UBZERO FINISH SHELVES WITH A[R SWITCH HA14GING ROD REFRIGERATOR 51 Alt Lf 55 STEEL 5TAINLE55 STEEL GARBAGE FL LICENSE#AR94478 5TAINLE55 STEEL DISPOSAL 3'-5 114" I'L LICENSE#ID5522 BACK5PLA5 51DE-BY-51DE WITH -1/ill 2'[1 3/4' COUNTERTOP5 5TAINLE52r 5TEI NCARB #65873 HEATH CERAMICS TILE BUILT-IN C DUNTE"TOP CABLE HANGERS Iq INTERNAL WATER I`RANKf kUCET I/ COUNTI�RTOP LEED AP WOOD END PAN DISPENSER 51 N GLE 1,P L I I N K--_, 5TAINLE55 STEEL COUNTERTOP5 -------- 1111 / L___J 00 .0- 00 WOLF 30"GAS ------- (y) Z L__J RANGE PANEU� N C (_J I X 3 WOOD 545 I x 3 WOOD 545 BASEBOARD WITH A CLEAR FINISH BA5EBOARF, WITH A U U CLEAR f IN 1511 \-WOLF 30" GAS 5TAINLE55 STEEL END--/ PULL-OUT TRA5H-J GARBAGE-� DISHWASHER WITH A V5HARP MICROWAVE RANGE PANEL D15PO5AL PANEL FRONT TO MATCH DRAWER CABINETS KITCHEN ELEVATION KITCHEN ELEVATION KITCHEN ELEVATION 5CALE: 112" = 1 '-0" 5CALE: 112'1 1-011 �3 5CALE: 11211 1-011 CONSULTANTS 5TAINLE55 STEEL FIN15H-\ DKYWALL 50f f IT AEIOVI—\\ ON CABINET WITH HOOD CABINETS LINER I X FULL HEIGHT---__- I x 2 545 WOOD WOOD 545 TRIM TRIM, CONTINOU5, WITH A CLEAR FINISH I x 2 545 WOOD TRIM WITH A CLEAR FINISH I x 2 545 WOOD TRIM WITH A L L CLEAR f IN 15H 5TAINLE55 STEEL 5T,\1 N LE55 5 rEEL RENOVATION COUNTERTOP (-r)UK1TFWTnP_\ -4k 3RD f LOOK OF THE r7_7 LANDING THIRD 1LOOK--\\ DOWARD TOWNHOUSE 0 (Y) RE-U5E EX15TING E� HANDRAIL 5TAINLE55 STEEL ENDJ WOOD fIN15H:�/(5, PANELS ON 15LAND _(5 112" DR. DAVID DOWARD 5TAINLE55 STEEL BASE 88 Ocean Boulevard 3'-1 1 Atlantic Beach, FL 32233 STUDS GAME ROOM ELEVATION �3 5CALE: 112" 1 '-0" ISSUE ?_e��d'eft ��qj x� RECE55ED5TEP LIGHTS no. date description 1 5/5/13 SCHEMATIC DE51GN TILE OR STONE 2 G1 1/13 PROGRESS SET WATERPROOFING 3 G1 13/13 PROGRESS SET 4 7/0/13 PROGRESS SET /-CEMENTITIOUS BACKER BOARD 5 7/22/13 PROGRESS SET 5HEETROCK G 7/25/13 PRICING SET 3x IPE WOOD F 7 7/29/13 PERMIT SET TREADS I x 2 545 WOOD TRIM WITH A CLEAR IF IN 15H REVISIONS SLOPE 1/4" TOP Of TPEAD-,P,,, no. date description 2ND FLOOR FIN15H DP,YWALL WITH A NEW STEEL POWDER COATED STRINGERS WITH OPEN RISERS. R15E AND RUN TO LEVEL 5 FINISH - FAINT MATCH EXISTING NOTE 1 : SPACING: ff LOOP,JOI5T5 SHALL E3E I G" O.C. OR DOUBLE LAYERS Of 3/4" PLYWOOD NEW 13EAM CEILING J015TS SHALL BE 1 2" O.C. WALL STUDS, (g I G" O.C. NOTE 2: USE STAINLESS STEEL SCREWS OR DECK SCREWS COAT WALLS Of SHOWER WITH-\ WATERPROOF ING , AS PER NOTE 3: BEFORE WATERPROOFING, THIN SET AND MANUFACTURER5 FIBER TAPE ALL CORNER5 RECOMMENDATION5 NOTE 4: NO WATERPROOFING ON FLOOR Of THRESHOLD SET IN BED Of THIN-5ET FULL HEIGHT CEMENTITIOU5 SHOWER OR CEILING 13ACKER BOARD scale: VARIE5 TILE OR STONE THRESHOLD NOTE 5: WATERPROOF ING SHALL BE SCHLUTER CEMENTITIOU5 BACKER I x 2 545 WOOD project #: 1304 KERDI SHOWER WATIf RPROOfING 5Y5TEM FOR BOARD TO TOP Of PAN 5HOWER5. WATERPROOF Of TOP Off CUIRE3 WOOD TRIM WITH A drawn by: CAD THIN SET TILE OR STONE ON 5TUD5 5" CLEAR f IN 15H CEMENTITIOUS, BACKER BOARD f LOOP,* WALLS O.C. 5HEETROCK checked by: CAD MUD 5ET TILE TILE OR STONE THIN SET SLOPE PAN TO DRAIN SHEET TITLE DRAIN MUD BED SLOPE MUD SETTING BE D TO W �,TERPROOIF Of TO SLOPE SHOWER PAN LINER TO DRAIN DRAIN INTERIOR Of f LOOP, ENTI RE 3/4" PLYWOOD 5U15fLOOR > CURB, 5LOPED MUD SETTING BED BELOW ELEVATIONS PAN TO DRAIN (ESTA51-151-If-5 PAN'5 CEMENTITIOU5--� SLOPE) BACKER BOARD NEW TILE FLOOR OVER J I x 3 BASE BOARD CLEAR IF IN 15H 'Ilk _J DRY SET MORTAR 13OND COAT 3/4" PLYWOOD 5UI3f LOOP, E3ATHROOM WALL CURB DKAIN WALL W1 NICHE 50UTH 5TAIRWELL ELEVATION r5 A- 703 N 91 P05AL 3 5CALE: 112" P-0" 5HOWER WATERPROOff ING DETAI L �3 5CALE: 112" ! '-0" PERMIT SET 7CATHERINE A. DUNCAN arC It Ct archi ec 1922 Fe ch Avenue il L 0 s07 13 Jacksonville,FL 32207 q Llm�I 103 D 0 e catherinedunc@aol.com C_f I ND FL LICENSE#AR94478 lgd�l I _U_A1 D LT-F` FL LICENSE#ID5522 ELECTRIC POWER LEGEND f round licjht IF A' A I /,aJ NCARB #65873 LEED AP fD D 0 f LOOK DUPLEX RECEPTACLE LIGHT- P11 N ,,,CL0_9ET VION shower 0 DUPLEX RECEPTACLE AIR JE 1-5 ACTIV C 16JI�t head IN TL 3 U Ly tV)0(�)4 fan1li6jht 0 SWITCHED DUPLEX RECEPTACLE 3'-1 5/5'. Ln (recessed can _.6-- 3 liqht with fan) A13OVE COUNTER DUPLEX RECEPTACLE D D + FIELD VERIFY EXACT HEIGHTS C 4'-4 1/6" *V D C C C �'-4 5/5'. 112" 17' 4'-0" 4'-01' 4'-0" UmA1r_U ,,;)rA GARAGE DOOR OPENER SPECIAL PURPOSE RECEPTACLE (TO MATCH EQUIPMENT) D < L (�)2 SMART JACK 2 - I COAX, I CAT 5e - DATA C (�)4 5MART JACK 4 - I COAX, I CAT 5e, - PHONE D 2'X 4' 5KYLIGHT 4'-0" 4'-01' 4'-0" CONSULTANTS QUADCOAY -TV U? 0 it ' 3 =L7 C �n C: Q JUNCTION BOX I BTE' D V TELEPHONE r 42 42" ABOVE f LOOP, L 220 220 VOLTS GfI GROUND FAULT INTERRUPTER THIRD f LOOP, ELECTRICAL POWER PLAN WIP WATERPROOF ( 3 5CALE: 1/4" 1 '-0" F=1 METER WITH 5HUTOf f D15CONNECT SWITCH T P. SECURITY 5Y5TEM TOUCH PAD IFY AND PROVIDE FOP,ALL ELECTRICAL REQUIREMENT5 Of ALL APPLIANCE5 THERMOSTAT CONTRACTOR 5HALL VEP ELECTRIC PANEL FVHAI 1CT Hnnn ARn,/F, RENOVATION EX15TING(�)4 r_F1 r_F1 0 2F I f 5UBZERO OF THE C D \90�D E) _50�2 ZEf RIGERATO DOWARD 4'-0" 4'-0 4'-0" 4'-0" 2'-7" -O*L 2' 7" TOWNHOUSE L L MICKUWAVt 0 DRAWERI� DI5HWA5t1lEP G 9D '_-C I '5TAP LIGHTS) C\1 i+ LIGHTING fIXTURE 5CHEDULE G=1 0 (A�GAKB D15PO5AL DR. DAVID DOWARD OA SURFACE MOUNTED LIGHT �C D 5'-2" 5'-2" z ��li _V 10 3/4" eD 4'-2 7/5"""" 3-WAY SWITCHED AT 88 Ocean Boulevard PENDANT LIGHT q fIR5T I'LOOR G Atlantic Beach, FL 32233 Of WINDOW D RECESSED DOWN LIGHT WITH WALL WASH C5. 4 4-WAY SWITCHED AT C RECESSED DOWN LIGHT 4'-0" 4'-0" 4 3'-4 5/8" J THIRD I'LOOR ISSUE PLACE EX15TING f I (T1 IRE C I RECESSED STEP LIGHT WITH DECORATIVE f al)RE TO no date description 13E SELECTED 13Y 1 5/5/13 5CHEM ATIC DE51GN D RECE55ED WALL WASHER �_Z-0-- 2'-0" X�4 2 G/1/13 PROGRE55 5ET Iff INTERIOR5CONCIf C I Z' 3 G/13/13 PROGRE55 5ET 2 Iff I EXTERIOR SCONCE 4 7/9/13 FROGRE55 5ET 3'-1 1 3'-1 1 3'-1 1 UBZERO R G 0 I_ERATP 5 7/22/13 PROGRE55 5ET f SHOWER LIGHT 5ECOND f LOOK ELECTRICAL POWER PLAN G 7/25/13 PRICING 5ET CHANDELIER 5CALE: 114" 1 '-0" 7 7/29/13 PERMIT 5ET Q C LED CLOSET LIGHT REVISIONS UNDER COUNTER LIGHTING 2'-10 1/6" 3'-10 112" no. date description =N EXTERIOR FLOOD LIGHT _7774 '4-t' -ITM P-71 EXHAUST f AN D c4r +Gf=l R, f 4'- 4 1/5" 3' 0" 4w, C C I C I t3 3'-1 1" 41-01' WID D scale: VARIE5 project #: 1304 drawn by: CAD 0 0 C\J checked by: CAD dc SHEET TITLE ELECTRICAL 00 P-G" I'-G" AND POWER iiiiiiiiii A11111 it r PLANS .............. SHEET NUMBER E] E] El NORTH E - I f IR5T f L01OR ELECTRICAL It POWER PLAN I I-On 5CALE: 1/4" PERMIT SET t�j m w GENERAL NOTES U Lj L4 CL (D w .I 1. CODES USED: 2010 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. SHOP DRAWING SUMBMITTALS: p 3: < Z all 11�- (27 ITEMS: z 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING THE GENERAL CONTRACTOR SHALL SUBMIT, FOR APPROVAL, THE FOLLOWING a ci mw JURISDICTION MR THE WORK. STEEL STAIR FABRICATION ERECTION DRAWINGS 0! 2 J mm Lj < OCT 0 WZ z cn w 3. CONTRACTOR "LL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS $HALL _j so j 0 _j Z Li LL -D LL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS, m 01) L'j DESIGN SPECIFICATIONS- DESIGN CODE: 2010 FLORIDA BUILDING CODE EXISTING BUILDING Ul uj REPAIR & ALTERATION LEVEL 2 w L'j Q� ............... OCCUPANCY: RESIDENTIAL GROUP R-3 2x6 STRONG BACK x m ALL NAILS, SCREW$ uj cs d ctf 0 a: ±8'-O" LONG, SEE 0 CONSTRUCTION: TYPE V 4c z _j Z DETAILS C2/S-2 W W c�o BASIC WIND SPEED: 130 MPH WINO-BORNE DEBRIS REGION 0; d w co Lj Uj z z HA NGERS & S TRA 110-111607 EXPOSED NEW GLASS WALL, SEE C3/S-2 Q_ U Q:� q9 ILI -c uj RISK CATEGORY; 11 1 1 1 1 1 1 0 D L'i mo m Q �------- ARCH. DRAWINGS WIND EXPOSURE: D 12 Ar 0 z Lu Lr INTERNAL PRESSURE COEFFICIENT: 0.18 TO THEELEMENTS SHALL AMC - 0 � U. U. ll� a- Li L' MAXIMUM DESIGN WIND PRESSURES (PSF): zz NEW STAIR STRINGER /PROVIDE 0 VERIFY L'i S TA 1K ES- S S TEEL& EET S-� EXIST. ROOF m [�j 0 OPENING SIZE (SF) EDGE ZONES (5'-0- FROM OUTSIDE CORNERS) INTERIOR ZONE SEE DETAIL SH MIN. (2)2x8 HDR. __j U TRUSS (TYP.) 0 �L z < 0-10 +47.1 and 63.1 +47.1 and �:)51,2 cr Lj 58.9 +45.0 and )49.0 L�j l__ 11-20 +45,0 and -------- c\j C) Y_ 21-50 +42,2 and :2 +42.2 and 4 :2 o <Q� 0 _��44 i'' . m +40,1 and �:�53 0 i, I I I I I 51-100 49 +40.1 and >100 +351 and - 39.1 +35.2 and 39.1 95 CL�' I P NOTE: THE ASCE 7-10 LOAD RESISTANT FACTORED DESIGN (LRFD) COMPONENT AND CLADDING PRESSURES LISTED ABOVE MAY BE u cn (n n CD [-- MULTIPLIED BY 0.6 (IN ACCORDANCE WITH ASCE 7-10 AND THE 2010 FLORIDA BUILDING CODE) TO OBTAIN THE UN-FACTORED bj z Lj co -------------- ALLOWABLE STRESS DESIGN (ASD) PRESSURES. THE (ASD) PRESSURES MAY BE USED FOR SELECTION OF THE COMPONENTS & ........... T- § '=o z < 0 -r -- o CLADDING ELEMENTS OF THE STRUCTURE IF THE DESIGN PRESSURES LISTED BY THE MFG. HAVE NOT BEEN FACTORED. 0 1 J, I I I o Lij Ln c/) ct� Lj LJ C� 00 Lc) DESIGN LIVE LOADS: > Z 1 00 11 Ljj < I-- NEW J"O THREADED Ll�j� 19�L_lj�t ROOF: 20 PSF CONVENTINALLY STRAP WALL THIS AREA, CONVENTINALLY STRAP WALL THIS AREA (n < l-- rj� Lij N U) _j (D 1 7 ROD LOCATION INSTALL COUPLER AND EXTEND LOL�j < - Li- U-) (o FLOORS/STAIRS: 40 PSF SEE DETAIL A2/S-2 SEE DETAIL A3/S-2 THREADED ROD THRU DBL. Ln 0- �7 cy u') (TYP.) z C) F- DESIGN DEAD LOADS: TOP PLATE & INSTALL NUT & C, ROOF: 10 PSF U5 Ff� L'i-Z Ld FLOORS: 10 PSF 3"x3")J" PLATE WASHER cn co< L'j cf) LLJ I,_ Z _j Li 0 cr =) _j ==� 0 THIRD FL 0 OR PLAN x a- < < > 0*) 0 A2 A3 Lj Z X0 o) CONCEETE: < L_Lj LLJ _j LLJ L'j 0- 0 CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 D CD 0 SCA7E. 114.--= 1 '-0" Ld 0 DAYS. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. 0 E x cn Ls T_1-- L'j :I- Lu rn 0 < "OVERPOUR" SLA ry F__ T_ < = LL_ SLAB "OVERPOUR" THICKNESS IS ±4' & SHALL BE POURED OVER A 10 MIL. VAPOR BARRIER. USE Ld < CL 6x6 W1,4xW1.4 WWR PLCAES IN THE MIDDLE OF THE SLAB OR FIBERMESH REINF. WITH MINIMUM FIBER 0 LENGTH = 1/2". < 2x6 STRONG BACK x ±8'-O" m SEE DETAIL Cl/S-2 SEE DETAIL C1/S_2 LONG 0 48" o.c. (TYP.) SEE FOR CONN. FOR CONN. ry STEEL REINFORCEMENT: DETAILS C2/S-2 & C3/S-2 Lij REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, 0 ACI 318 AND AS NOTED IN THESE PLANS. ------------ CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2' FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (2)2x6 STUDS BELOW HDR. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 0 CMU w/(2) FASTEN 1 st STUD T CORNER REINFORCEMENT SHALL BE LAPPED 30", ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. EXIST. P.T. (2)2xl2 f= ALL REINFORCING STEEL SHALL BE HELD J"O x2j" TAPCON SCREWS 0 12- SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. LEDGER o.c. & NAILS 2nd STUD MASONRY: 48 BAR DIA. w/(2)10dx3" NAILS 0 12" o.c. CORNER REINFORCEMENT SHALL BE LAPPED 30�, I A R MASONRY: STUDS MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-05. !Z� ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET TIME BETWEEN LIFTS. 0 L------L EXIST. DBL. 16" BEAM r.0 I . � S-�2 TRUSS (TYP.) M ALL NEW VERTICAL FRAMING MEMBERS SHALL BE SYP #2, SEE PLANS FOR SIZE. ALL WOOD IN DIRECT CONTACT WITH 2x10 LEDGER WOOD FRAMING: .11, ------ --------- --------------- EXIST. FLOOR I I I a __ __ ___ I X1 I CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. NEW STAIR STRINGER, (2)2x6 STUDS BELOW HDR. THREADED ROD: I M SEE DETAIL SHEET S-3 m 04 < THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM F1554 GRADE 36. FASTEN 1st STUD TO CMU w/(2) ry �17 o J"O x2j" TAPCON SCREWS @ 12" < :IX L X:11 I - o.c. & NAILS 2nd STUD > STEEL: uj luj ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC & AISC. w/(2)10dx3" NAILS 0 12" ox, < 0 ALL ANGLES, PLATES, CHANNELS AND MISC. STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. CTURAL STEEL SHALL BE ASTM A972-GR50 ALL STRU _j ALL STRUCTURAL TUBING SHALL BE ASTM A500 (GRADE 8) z ALL BEAM-TO-BEAM & BEAM-TO-COLUMN CONNECTIONS SHALL BE DETAILED IN COMPLIANCE WITH ASIC STANDARDS AND SHALL BE SIZED BASED ON AISC SHEAR/SPAN TABLES. 0 ALL FILLET WELDS SHALL CONFORM TO SECTION J2.28 OF AISC SPECIFICATIONS, EVEN WHEN SHOWN CONTRACTOR TO///a m 0 0 OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. CONVENTINALLY STRAP WALL THIS AREA NEW J"O THREADED oo VERIFY/PROVIDE MIN. CONVIENTINALLY STRAP WALL THIS AREA EXIST. JOISTS < ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT SEE DETAIL A2/S-2 ROD LOCATION lo SEE DETAIL A3/S-2 (TYP.) Lj _j NOT SIZED SHALL BE A MINIMUM OF A" FILLET, 2" EACH END AND 2" AT 12* ox, BOTH SIDES. (3)2x6 STUDS BELOW < < ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES, EXIST. FLOOR BEAM (TYP.) > < m > ::D CONTRACTOR TO 0 C-) 0 SUBFLOORS: VERIFY/PROVIDE MIN. WHERE SUBFLOORING (FLOOR SHEATHING) IS INDICATED IN THESE PLANS, USE -Y4" T&G PLYWOOD GLUED WITH A A2 A3 (3)2x6 STUDS BELOW LLJ 0 CONSTRUCTION ADHESIVE AND FASTENED PER FBC. �7 EXIST. FLOOR BEAM SECOND FL OOR PLAN < ANCHORING ADHESIVE: 00 00 ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCT (DUAL CARTRIDGE INSTALLATION ONLY): * SIMPSON STRONG-TIE CO., PRODUCT: ET-HP SCALE: 114" 1 '-0" < METAL CONNECTOES: ALL METAL CONNECTORS $HALL BE SIMPSON STRONG-TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD (E.O.R.) METAL CONNECTORS: AH METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHAH BE STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO THE EXTERIOR TREATED WOOD (I.E. BORATE) SHALL BE STAINLESS STEEL. NAJLS: ALL NAILS 5:1 EXPOSED TO THE EXTERIOR SHALL BE STAINLESS STEEL. ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL (ALL METAL .0 CONNECTORS SHALL BE FASTENED TO MEMBERS PER MANUFACTURES RECOMMENDATIONS) 7 c< _y CQ 0< 3:< u�2 Z_< c' 0) EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: < FASTEN MIN. 316" THICK SHEATHING W/ 8D COMMON NAJLS SPACED 6" O.C. AT PANEL EDGES AND 6" O.C, AT INTERMEDIATE SUPPORTS, WITH LONG SIDE OF SHEATHING HORIZONTAL TO STUDS REDUCE NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. C�d C;6 LAMINATED WOOD FRAMING: FABRICATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APA AND THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: < MINIMUM ALLOWABLE STRESSES SHALL HAVE THE FOLLOWING PROPERTIES AND SHALL BE A DRY USE CONDITION: GWE: 1.9e __j Ff FXURAL STRESS: 2600 PSI GROUT: A THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8- PLACED AT ry AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. C= U 0 c 53, o MASQNRY CONSTRUCTION: CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET Lai V) __j AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270) NEW (2)2xl2 BEAM (HIGH) TO SUPPORT NEW IN ACCORDANCE WITH ACI 5,30, THE 1900 PSI BLOCK IN COMBINATION NTH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENTH (f'm) OF 1500 PSI. NEW STAIR STRINGER, STAIRS - CONTRACTOR TO COORDINATE mono* SEE SECTION ABOVE FOR GROUT SPECIFICATIONS SEE DETAIL SHEET S-3 CONNECTIONS & SUPPORTS w/E.O.R. AFTER DEMO DEFINITIONS: #5 x 8" DOWELS EPDXIED INTO TAKE PLACE PRIOR TO CONSTRUCTION GROUI POUR HEIGHT - THE TOTAL HEIGHT OF MASONRY TO BE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. EXIST. SLAB/CMU WALL 4" GROUT POUR - CONSISTS OF ONE OR MORE GROUT LIFTS. WHERE SHOWN & AT MAX 24" ±4" CONC. SLAB "OVERPOUR" SEE GROUT LIfi - THE LAYER OF GROUT PLACED IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 MM). (USE OPTIMESH SCREENS IN RODDING - THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS OF AIR POCKETS WITH O.C. GENERAL NOTES ON SHEET S-1 REPEATED STABS OF A ROD. HOLLOW CMU) PUDDLING - THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD. rA PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. Z PUDDLE STICK - A STICK OR ROD USED TO CONSOLIDATE GROUT BY HAND. 0 %%;, REVISION MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: zo 1. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS. L1 4- NO. DATE REVISED 0 2 FACE SHELLS OF BED JOINT SHALL BE MORTARED. #5 DOWELS 0 p 3. WEBS $HALL BE MORTARED AT CELLS TO BE GROUTED. u 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. FOR LINTEL SIZE, SEE EPDXIED INTO 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. 11NETYPEKEY -NEW 8" CMU WALL EXIST. FTG. (TYP. DETAIL B1/S-2----------------- --- b 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. SEE DETAIL Al/S-2 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY CONCRETE HIDDEN MATERIAL DELETERIOUS TO MASONRY GROUT. ;� Al 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING, NEW 8" CMU WALL '--------FUTURE PERGOLA rx" 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. ------ ----------- 10. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. FASTEN (2) 0-4 11. PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES ARE NOT REQUIRED). SIMPSON CS16 NEW HEADER, LINTEL & STAIRS 12. A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, TO ENSURE THERE ARE NO VOIDS IN GROUT. STRAPS w/(1 0) EXIST, PRE-ENGINEERED TRUSSES FIRSTFLOORPLAN 13. PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE OF DOWEL IN CELL (ACI 530-1.12.3.3) Aff 14. GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS. 10dx1j" NAILS EA. NEW CONVENTIONAL FRAMING CONVENTIONAL FRAMING NOTES: f3 193 15. DO NOT BEND OR MOVE REINFORCEMENT AF`TER GROUT HAS SET. END ........ ...... 1 �7 16. FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. ------------------------- NEW LEDGER SCALE: 114) 1. ALL CONVENTIONAL FRAMING SHALL BE SYP# 2 OR BE17ER 17. PROVIDE LEVEL "B" QUALITY ASSURANCE, AS PER ACI 530-08 TABLE 1.15.2. sm I L�j Ld L4 I 0 Lu CL < < 1i ___j cs _j Z J z < w LLJ Cn < w = UJ NEW (2)1.75xl 1.25" APA RATED WALL Li cf) (L 0 0�_ z LVL HDR. SHEATHING, SEE z N _j < _j 0_j GENERAL NOTES --j EXAMPLE OF UNSUPPORTED (UNBLOCKED) ct� 0- (4) 1063" COMMON PANEL EDGE, UNSUPPORTED PANEL EDGE IS a� cn PROVIDE (4) J"O x 6" TITEN TOE-NAILS (2) CS16 STRAPS w/(10) EXIST. TRUSS TYPICAL CONDITION UNLESS BLOCKING IS REQ'D 0 BOUNDARY OFSHEARWALL HD BOLTS (2-EA. SIDE OF 10d NAILS EA. END BY SCHEDULE OR NOTES 0 LU Uj EXIST. DBL. LVL BEAM) 2x4 BLOCK 0 EA. TRUSS Lj c� a: 1 1 0- le .1 FACE NAILED TO TOP cl� 0 uj 38 he w EXIST. CMU APA RATED 49 z _j z WALL BOTT. CHORDS w/(2) FLOOR M UJ UJ 1063" COMMON NAILS z z SHEATHING, SEE U E -4 w w (SEE DETAIL C3/S-2) SLOPE PER ARCH. 0 = L_j m 0 w GENERAL NOTES [)f L_� LJ APA RATED w -c LL U. 2x4 BLOCK @ EA. TRUSS SH HING Li Ljj L -FACE NAILED TO TOP & . . .. . . . . . . .. cr- _Lj LLJ BOTT. CHORDS w/(2) NAIL SPACING AT 0 L, ��0 SUPPORTED EDGE 0 M LLJ,u 10dxY COMMON NAILS \-EXAMPLE OF PANEL EDGE w/ 0 -'*S' z SEE NOTES OR SCHEDULE Cy Lj BLOCKING WHERE REQUIRED BY I- Ld 0 SCHEDULE OR NOTES CD < C\4 m (D \-EXIST P.T. 2x12 FILOOR LLJ CONTRACTOR TO oe� L, N JOISTS 0 16" o.c. < 0:�� VERIFY EXIST. HGR. & EXIST. DBL. 16" BEAM 0 u U-) �- STUDS, ROOF TRUSSES, CD = (o 0 CONTACT THE E.O.R SIMPSON LUS28 HGR. w/(6) Li Z LJ D FOR APPROVAL OR FLOOR JOISTS Z I 10d NAIL TO LEDGER & (D 0 C4 --d- EXIST. < Li N Ln N (A a Lj 00 U-) FLOOR (4)10d NAILS TO JOISTS LJ TRUSS NAILING TO INTERMEDIATE > EXIST. P.T. ch c� Lj < I.__ 1 00 (TYP.) P.T. 2xl 2 LEDGER w/(4) J"O x 4 SUPPORT IS 6" O.C. MAX. U.O.N. L,�J) =< Lj N Cn ID I (2)2xl2 LEDGER Lj -) �u G�j < Li- u 2x6 STRONG BACK NAILED u� 0- SDS WOOD SCREWS @ 12" o.c. z cj:� TO EA. BLOCK w/(3) 10dxY (D 0 I__ Ln Z Lu COMMON FACE NAILS Cf) LLJ Cf)< (4)2x6 STUDS w/PLIES NAILED TOGETHER LLJ C) c/) 0� w 0 Ld I _j C) ,4- NAILING PATTERN FOR SHEATHING ON w/(2) 1063" COMMON NAILS 0 12" o.c. x u� < > 0) 0 'i = x < 2x6 STRONG BACK @ 48" ALL EXTERIOR WALLS < Lj Li 3: z 0-) [�f ___j �_ o.c. NAILED TO EA. BLOCK L�j a- D LLJ Lj_ 0 z _j C) ,d- U) w/(3) 10dxY COMMON FACE o Ljj 0 0 v Z x NAILS (SEE DETAIL C3/S-2) �To Ld ro y I—, < U) ro 0 1-1 rK 7-- < = LEDGER CONNECTION DETAIL LEDGER CONNECTION DETAIL STRONGBACK CONN . DETAIL NAIL PATTERN DETAIL @ BEAM LOCATIONS C1 @ BEAM LOCATIONS C2 C3 C4 SCALE: 1 "=V-0" SCALE: 11 "=V-0" SCALE: 1 "=V-0" SCALE: 1 /2"=1 '-0" ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE NUT & 304" Ld PLATE WASHER SIMPSON SPH6 wA10) 10d 0 LINTEL LEGEND F=GROUT FILLED/U=UNFILLED (TYP.) x 11" NAILS (TYP.) WHERE SHOWN & @ MAX. 32" o.c. # OF REBAR IN LINTEL ,-NUT & 304" PLATE WASHER 8F8-1 B T .5z JL 5? asz REBAR LOCATION B=BOT,T=TOP NOMINAL HEIGHT (TYP.) NOMINAL WIDTH OPTION PRECAST LINTEL Ll = 8F8- 1B/1T OPTION #2 MIN. BRG. 8" EA. END oo of ,/-FILL ALL CELLS CS16 STRAP NEW J"O THREADED wl(10) 10d NEW go I HREADED ROD w/CONC. ROD ENSION NAILS EA. END L2 8F16-2B/2T 2-#5 CONT.-""' (TYP.) WHERE MIN. BRG. 8" EA. END SHOWN & @ :101 NEW (2)2x6 ST_DS MAX. 32" o.c. AS REQUIRED MASONRY LINTEL J"O COUPLER 'As ,-NEW J"O THREADED ROD L3 = 8F24-2B/2T MIN. BRG. 8" EA. END NEEDED MIN. BRG. 8" EA. END (ATIL. 8F8-1B/1T) Ll n,, < < NOTE: 8$9 NEW J"O THREADED ry 01 0 FOR EXACT LOCATION OF 10 4"c FILL CELLS W/CONC. ROD (TYP.) < LJ OPENINGS SEE ARCH. A.. U) NEW J"O COUPLER 0 0 :D 0 2-#5 CONT. T. & B. m C) /-6 #5 CONT. W/#3 TIES @ NOTE: CONT. REINF. TO W/#3 TIES 0 8" < W/1800 8 EXTEND 24" AV- W/1800 HOOK (ALT) IN HOOK (ALT) < < BEYOND FACE OF 16" LINTEL BLOCK (y) > OPENING TYP. MASONRY LINTEL MA ONRY LINTEL MIN. BRG. 8" EA END 0 NOTCH FOR MIN. BRG. 8" EA. END (ATL. POKY F IREADED VERTICAL 8F1 6-28/2T) (ATL. 8F24-28/2T) Z L2 L 3 ROD INTO EXIST. U REINFORCING COL. MIN. 12" Li (TYP.) a, < klld��, 00 _j MASONRY LINTEL 131 DETAILS SCALE: 1 /2"=V-0" �'�7(2)CS`I 6 STRAPS CS16 STRAP \(2)CS1 6 STRAPS \\-(2)CS16 STRAPS CS16 STRAP w/(l 0) 1 Od w/(1 0) 1 Od w/(10) 10d w/(10) 10d w/(10) 10d EXIST. THREADED R NAILS EA. END NAILS EA. END P.T. (2)2xl2 BEAM-\ J"O x 6" LAG SCREW (TYP.) SCREWED 3" NAILS EA. END NAILS EA. END NAILS EA. EN[j OD TO REMAIN INTO WOOD BEAM (TYP. 3-PLACES) OF EA. STRAP (TYP.) WHERE OF EA. STRAP OF EA. STRAP (TYP.) WHERE c _y M u 0 0 (TYP.) SHOWN & 0 (TYP.) SHOWN & 0 , m 7) oi (TYP-) 0 MAX. 32" o.c. MAX. 32" o.c.1 a CONTRACTC EXIST. JACK STUDS CONTA�R TO EXIST. JACK STUDS (TYP.) -CONTRACTOR TO VERIFY/PROVIDE COORDINATE CONN. MIN. (3)2x6 STUDS BELOW EXIST. @ EA. END OF KNOCK OUT FLOOR BEAM BEAM w/E.O.R. SIDE OF BLOCK SIMPSON HDU5 HOLDOWN & FILL SOLID w/(1 4) w/GROUT (TYP. 0 x 21- TITEN cf) SDS WOOD SCREWS INTO NEW LINTEL, SEE PLAN 3-PLACES) EXIST. STUDS (TYP.) & DETAIL Bl/S-2 EXIST. CMU COL. SIMPSON HDU5 HOLDOWN < INTO EXIST. BOND BEAM SIDS WOOD SCREWS INTO EPDXY THREADED ROD w/(1 4) J"O x 21" TITEN MIN. 12" (TYP.) EXIST. STUDS (TYP-) tn EPDXY THREADED ROD 7 rt.. INTO EXIST. BOND BEAM J"O THREADED ROD AB--, MIN. 12" (TYP.) EPDXIED INTO EXIST. BOND BEAM MIN. 1 2" NEW 8" CMU __\� EXIST.- —------ 5zi 11:V 8" CIVIL) BLOCK WALL MIN. 24" p BLOCK 'OVERLAP ..0 (TYP.) WALL 4: �Ij REVISION w 1__� TOOL OUT NO. DATE REVISED T- 7,I EXIST. BLOCKS & TOOTH IN (.3 NEW CMU A. 4, A BLOCKS C1 4 -t� _7 v EXIST. CMU WALL �,-EXIST, CMU WALL & (2)#5 x 12" LONG \_12"x24" CONT. FTG. \-#5 VERTICAL BOND BEAM DOWELS EPDXIED 6" w/(2) #5 BARS MAX. 4'-0" o.c. wl BOND BEAM INTO EXIST. FTG. (TYP.) BOTT, 8" HOOK INTO FTG. WALL ELEVATION 13493 F O� L SHEA GENE S C To TR JR VERI EXIST- HG CONTACT THE E.0_� 0 pp V L F tRA RO A Al WALL ELEVATION A2 WALL ELEVATION A3 SCALE: NTS SCALE: NTS SCALE: NTS Sw2 LLJ m 0 UJ uj -Z z Z < < w __j "t __j z z < N -i LLJ T- U) \\%L' < Ln III Z z Lli w 09 z < _j x -J Z L'i ir LL cn 2- 0 Lli 'u Ui Li 0 ci u Lu C-) 4c z -i z cil- (:5 o UJ uj L'j LJ Z 0 U) U z z III ui 0 D Lu m L> cr� C) LLJ J to _j 0 z _j uj 0 U. CK a- Z Ld T- Q� V� F-- Z 0 LLJ - c M LLJ C) z z < L'j < Li w -� (-) _j CN 0- < 0 0 I-- Z LLJ LLJ cn & Z CD ��4' =0 < (D = o Lo a () 00 Ld 0 > ry lo Q�� C� LLJ < 1 00 LiJ = 1-- < LLJ N C/) E < — cn CY z ro _j CD 0 C/) U5 w z LLJ C/) Li v)< bi 0 c'-) Lj Of LLJ C 0 xom < < > 0 Lj Z X 0 < Lj 0-) -J a- -- z) Ld LL_ 0 D m C/) L-J 0 E x cn V LLJ (n Lij n 0 < 10:� < LL- LLJ < 0 0 SOON" 1 7A OL EXIST. FIN. 3rd \4r < L3x3xj" ANGLE CLIP WA3) J"O x 6" LAG > ry SCREWS INTO FRAMING I , 1 0 HANDRAIL BY OTHERS, SEE ARCH. DRAWINGS z 0 0 m 0 < < < > LJ LLJ 0 < 00 ob < IYP. C< 0 0) m C < a a 7) EXIST. FIN. 2nd CL \4w FLOOR L3x3xj" ANGLE CLIP w/(3) J"O x 6" LAG SCREWS INTO FRAMIN CONTRACTOR TO CONTACT & COORD. STAIR ATTACHMENT TO STRUCTURE w/THE E.O.R. (TYP. 3—PLACES) NOTE, NEW FRAMING MEMBERS MAY NEED 3x`12 "IPE" TREADS (MIN. FLEXURAL TO BE PROVIDED STRESS Fb=975 PSI) (TYP.) COORDINATE ATTACHMENT TO RISERS w/ E.O. < NOTE: THE CONTRACTOR SHALL u� SUBMIT TO THE E.O.R. FOR APPROVAL THE STAIR SHOP C600.5 STRINGER DRAWINGS SHOWING ALL OR APPROVED EQUAL CONNECTIONS AND MATERIALS TO (TYP-) BE USED. THE STAIR FINISH SHALL BE PER THE ARCHITECTS BENT PLATE RISER OR RECOMMENDATIONS. THE STAIR APPROVED EQUAL (TYP.) COMPONENTS SHOWN IN THIS REVISION MATCH EXIST. RISE & RUN DETAIL MAY BE ALTERED IF THE CONTRACTOR/STAIR MFG. PROVIDES NO. DATE REVISED TO THE E,O.R. FOR REVIEW & OIL EXIST. FIN. lst APPROVAL PRIOR TO CONSTRUCTION FLOOR 4 STAIR SHOP DRAWINGS & 4 141 CALCULATIONS FOR ALL ALTERED L3x3xi" ANGLE CLIP W/(1) ipoo-// STAIR MEMBERS AND CONNECTIONS x4" TITEN HD BOLT INTO EXIST. SLAB STAIR DEMIL #1 AV 13193 SCALE. 112" SA w3