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Beach Avenue 1739 WILLIAM LEUTHOLD ARCHITECT INC. 2223 OAK STREET R 0 V A T 10 N S 0 JACKSONVILLE, FLORIDA 32204 (904) 388-3585 LEGAL DESCRIP'nON: E S I D NC FOR PARCEL 1: LOT 29, NORTH ATLAANTIC BEACH, UNIT NO. 1, R-C-B-S CORPORATION. PARCEL 2: A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH RANGE 29 EAST, DUVAL COUNTY, FLORIDA. mFi . and m sm PARCEL 3: A PART OF GOVERNMENT LOT 4. SECTION 9. TOWNSHIP 2 SOUTH RANGE 29 EASE, DUVAL COUNTY FLORIDA, MORE PARTICULARLY DESCRIBED AS BEING A PARCEL OF LAND 7 FEET SQUARE. BERT CLEMENT SITE COVE13AGE: PROPERTY AREA: 13,240 S.F. CONCRETE DRIVEWAY: 400 S,F. SIDEWALK: 820 S.F. WOOD DECK- 425 S.F. PORCHES: 650 S.F. Lo %;::p m 17%n mm EA^[Ln AVENUE HOUSE & GAME: 1,980 S.F. TOTAL 4,275 S.F. ATLANTM.,p lm-ro) EACPHA, FLORNRC)A SITE COVERAGE: 32% DEP NOTES: UST OF DRAWINGS8 ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL 70NE SHALL BE SEGMENTED IWO 5' X 5' MAXIMUM PANELS. Al SITE PLAN AND SECTION ALL STRUCTURAL WORK IS TO BE DESIGNED TO THE,FOLLOWING: A2 FIRST AND SECOND FLOOR DEMOLITION PLANS PLANS AND SPECIFICATIONS SK41 BE IN COMPLIANCE WITH 'ME STANDARDS ESTABLISHED IN SECTION 160-33.007, FLOR!IDA A3 FIRST AND SECOND FLOOR PLANS ADMINISTRATIVE CODE A4 SCHEDULES AND DETAILS THE MAIN WIND FORCE RESISTING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS A5 EXTERIOR ELEVATIONS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED A6 WALL SECTIONS OF 110 MILES PER HOUR. A7 WALL SECTIONS THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THOR A8 FOUNDATION AND FRAMING PLANS USE INCORPORATED IWO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR A9 INTERIOR ELEVATIONS BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED El FIRST AND SECOND FLOOR ELECTRICAL PLAN OF 110 MILES PER HOUR. ALL D(TERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE SHIELDED STI STRUCTURAL NOTES AND DETAILS WffH A MAXIMUM OF A 40 WATT BULB. ALL FIXTURES SHALL BE ST2 STRUCTURAL NOTES AND DETAILS CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DEP. ova EXISTING GARAGE APARTMENT. NO STRUCTURAL CHANGES. EXISTING MASONRY WALL j04 SITE ISECTION 1 20'-O't 2 L N EVN BAY - 2- --—-—-—- -—-—-—-—-—-—-—-— N8!r56'l 50E 50.V ADDITION N8T56'1 5*E 213.77 -—-—-—-—-—-—- ---- -—-—-—-—-—-—-—-—- —-—-—-—- —-—-—- 14'-20 NO. 1741 2 STORY MASONRY V 1�m I'EXISTING 2 STORY Pl N PORCH TO BE RAME GARAGE AFT 0. 1739 RENOVATED -.43 EL 21.02- 001 PARQEL PARCEL 1 WOOD 4�0 'DECK TO REMAIN 6' ARTESIAN M NEW-PORCH FRAME SHED WELL EXTENSION GA� Ct BLOCK WALLS L_j W-5 NU36*50V 5.41' —-—-—-—-—-—-— -—-—-—-—-—-—----—-—-—-—- L-—-—-— S89*56'15V 216.14' SBT56'1 5mW 4' THICK CONCRETE SECTION OF' 10--4- WOOD DECK TO PARCEL 3 WALKS SC0RED INTO 5' SEGMENTS SEE DETAILL 2 RECEIVED SITE PLAN 22001 AlipipmovEo JAN 1 20'-0" CITY OF ATILANTIC BEACR 4' THICK CONCRETE SUILDINJG OFFIC5 CItY OfAtiantic Beach WALKS SCORED 50% DEPTH IWO 5' -Om SEGMENTS JAN 2 3 2001 7 C TY 00 PLANNING&20NING OFFIGI I IF 1PLO'l CDFINAL 10/17/ 77 '. 7 10/9/00 JA SHEET NUMBER: SIDEWALK DETAIL Al 1/2" 1 -0" T 0 7INI '-NL�DECK T "!tml�`r 6C6LJ\ WILLIAM LEUTHOLD REMOVE ROOF AND ROOF FRAMING ITECT INC. 2223 OAK STREET ---- - - - - - - - ti Li 7. JACKSONVILLE, FLORIDA 32204 EXISTING DECKING AND STRUCTURE EXISTING RAIL AND BALLUSTRADE,\ TO REMAIN. COLUMNS TO BE REMOVED. COLUMNS (904) 388-3586 TO BE EVALUATED FOR TO BE EVALUATED FOR STRUCTURAL AND ASTHETIC STRUCTURAL AND ASTHETIC REUSE POSSIBILITIES. REUSE POSSIBILITIES. B PORCH DEP NOTES: REMOVE COLUMN TRIM. ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE SHALL BE SEGMENTED INTO 5' X 5' MAXIMUM PANELS. ALL STRUCTURAL WORK 15 TO BE DESIGNED TO THE FOLLOWING: PLANS AND SPECIFICATIONS SHALL BE IN COMPLIANCE WITH THE v STANDARDS ESTABLISHED IN SECTION 16B-33.007, FLORIDA T- 4 ADMINISTRATIVE CODE. _u THE MAIN WIND FORCE RESISTING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS REMOVE EXISTING DOORS, TRIM AND CASINGS FOR REMOVE EXISTING DOORS, FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND REPLACEMENT. TRIM AND CASINGS FOR THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED REPLACEMENT. OF 110 MILES PER HOUR. REMOVE EXISTING WINDOW, THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THEIR TRIM AND CASINGS FOR REMOVE EXISTING DOORS, REMOVE EXISTING WINDOW, USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN TRIM AND CASINGS FOR ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR REPLACEMENT, TRIM AND CASINGS FOR REPLACEMENT. REPLACEMENT. BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASlC WIND SPEED OF I 10 MILfS PER HOUR. REMOVE EXISTING WINDOW ALL EXTERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE SHIEUED _- REMOVE ALL WINDOWS AND BEDROOM TRIM AND CASINGS FOR STRUCTURE TO BEAM. SHORE MASTEE REPLACEMENT- WITH A MAXIMUM OF A 40 WAIT BULB. ALL FIXTURES SHALL BE FOR REPLACEMENT WITH NEW CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. T.V. COLUMNS AT PORCH. NICHE ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DEP. L REMOVE EXISTING TILE F.P. FLOOR TO EXPOSE CONCRETE SLAB. LMNQ RQO REMOVE EXISTING WALLS AND F.P. FIXTURES, REMOVE USED FLOOR REMOVE EXISTING WINDOW TRIM AND CASINGS FOR REPLACEMENT. L-4 REMOVE EXISTING WINDOW, REMOVE EXISTING WINDOW, TRIM AND CASINGS FOR TRIM AND CASINGS FOR REPLACEMENT, REMOVE EXISTING DOORS. REPLACEMENT. Ah I o. TRIM AND CASINGS FOR REPLACEMENT. REMOVE EXISTING WINDOW, TRIM AND CASINGS. REDUCE OPENING FOR SMALLER WINDOW REMOVE EXISTING REMOVE WALLS WALL$ AND FIXTURES. ------- SUN ROOM r j F L -IT REMOVE EXISTING WINDOW, TRIM AND CASINGS FOR 2 REPLACEMENT. L REMOVE EXISTING WINDOW, -�REMOVE ALL WINDOWS AND TRIM AND CASINGS FOR REMOVE EXISTI"ING ��C.Ls STRUCTURE TO BEAM. SHORE AND FIXTUR ES. REPLACEMENT, FOR REPLACEMENT WITH NEW COLUMNS AT PORCH. -ft6. 1 r ---REMOVE CERAMIC TILE FLOOR HA 4 04 AMENDMENTS: REMOVE EXISTING WINDOW, REMOVE EXIS7nNG WALLS, TRIM AND CASINGS FOR CAAB)NETS AND FIXTURES. NO: ITEM: DATE: REMOVE EXISTING TILE UEDRQQM-3 RE PLACEMENT. FLOOR TO EXPOSE REMOVE EXISTING WINDOW, CONCRETE SLAB. REMOVE EXISTING WINDOW, TRIM AND CASINGS FOR CDFINAL 10/17/00 REPLACEMENT. TRIM AND CASINGS FOR L REPLACEMENT WITH SINGLE. *C REMOVE EXISTING WALLS j REMOVE CERAMIC TILE FLOOR 77 ACCqS CABINETS AND FIXTURES, P,E F 4- DRAWN BY: DATE: MAM/WAL 10/9/00 REMOVE EXISTING WINDOOW CLOS I APPROVED BY: TRIM AND CASINGS WAL PROJECT NUMBER: 0020 'REMOVE EXISTING REMOVE WALL WALLS AND WINDOWS Ilk- SHORE BOTH SIDES PROJECT NAME: REMOVE EXISTING ROOF I rr__ ENTIRELY OVER EXISTINiG RENOVATIONS TO RESIDENCE FOR BEDROOM WING MR. AND MRS. J: QQEff BE-DEMQM REMOVE EXISTING W BEDROOM- INDOW, TRIM AND CASINGS FOR ROBERT CLEMENTS I REMOVE EXI�TJNG WALLS, _,�_,_._-REMOVE CERAMIC REPLACEMENT. CABINETS ANDf FIXTURES. TILE FLOOR ,REMOVE EXISTING ROCIF- ENTIRELY OVER IEXISTIINIG 1739 BEACH AVENUE FIRsr FLOOR B�LOW ATLANTIC BEACH, FLORIDA f- 7 -1 ol DRAWING FILE NO: 0020\CLEMA02 IE.� L L-T SHEET TITLE: \REMOVE EXISTING WINDOWS,�__` TRIM AND CASINGS. PROVIDE DEMOLITION PLAN OPENING FOR LARGE WINDOW. SHEET NUMBER: A 20' F.QP A 1731 �ve - MENNEN WILLIAM LEUTHOLD ARC�MCT NC. 7 F:" 1 7 2223 OAK STREET JACKSONVILLE, FLORN)A 32204 If-2 1/2' 4'-Om (904) 388-3585 FULL. DEP NOTES: — -- — — — — — — — �7 — --- — — — — — — — — ALL CONCRETE SLABS USED FOR PAYING IN T14E COASTAL ZONE 2-4X4 Ru SHALL BE SEGMENTED WO 5' X 5' MAXIMUM PANELS. 20 ALL STRUCTURAL WORK IS TO BE DESIGNED TO THE FOLLOWING: 4 3-2M FLILL Fm I mEwff A PLANS AND SPECIFICATIONS 94ALL BE IN COMPJANCE WffH THE TANDARDS EStABILISHED IN SEC" 168-33.007, FLORIDA Ap S z ADMINISTRATIVE CODE. THE MAIN WIND FORCE RESISTING SYSTEMS SHALL BE DES04ED Ar IN ACCORDANCE NTH ANSI/ASCE 7-88, MIN11MUM DESIGN LOADS top FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND EXISnNG THE WIND LOADS ASSOCIATED WITH A MINIMUM at9C WIND SPEED 4 TRIIM ,,SLAB M OF 110 MILES PER HOUR. REMAIN f-11 5N X V-10 We to. so THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THEIR V. USE INCORPORATED KM THE DESIGN AND SPECFICATIONS IN DE" LOADS FOR ACCORDANCE WITH ANSI/ASCE 7-M, MMMUM 1110 OF CM @) BEDROOM BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND U)ADS ASSOCIATED WITH A MINIMUM 13ASIC WINO SPEED [Nil OF I 10 MILES PER HOUR. BAY 00OF! OETAIL VA3 ALL EXTERIOR UGHTING VISIBLE TO THE OCEAN 94ALL BE SHIELDED 1/2' WITH A MAXIMUM OF A 40 WATT BUILB. ALL FIXTURES SHALL BE CLEARLY MARKED WITH cur SHEETS ACCOMPANYING THE FINAL PLANS. Oa ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE L NEW FLASHING AND WATERPROOFING COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DER AT EXISTING CHIMNEY qt —100 SEE STRUCTURAL SHEET ST-1 FOR SHEARWALL SPECIFICATIONS, 4-2XG 02 SYP FLU FRAME OVER EXtSTING ROOF AT WALL FRAMING, NUMBER OF FULL HEIGHT STUDS EACH SIDE OF OPENING AND STRUCTURAL REQUIREMENTS, HEIGHT STUDS 22 NEW BAY EXTENSION. ROOFING — — — — — — — — -- — — — - LMN TO MATCH EXISTING BUIOL-T-IN DRESSER 2-2X4 02 SVP FULL INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER HEIGHT STUDS r EXTEND SLAB AND STRUCTURAL SHEET ST-1 FURt CEILING 50 BETWEEN I CLOS CORNER 3 2X4 #2 SvP FULL 1 ' ' - --FOUNDATION AT rm HIE)GW STUDS 2X 12 JOISTS So WITH BAY EXTENSION 24 PATCH FLOOR INDiCATES IPC SEMCO SCP3 2X4 LEDGERS AND 1/20 TO MATCH XX INDICATES 2 PCS SEMCO RS150 OCB. FU VOID WITH 6'-5' QD INDICATES NUMBER OF FULL HEIGHT SPF #2 STUDS SOUND BATT INSULATION. NEW SHELLSTONE TRW WITH I COVE �6 AS PER STRUCTURAL SHEET ST 0 MOULD. FLOORING OVER RMS 'AND ISTING Tw EXTENDED SLAB. 13 50 -40 X V-3 S/Ir FLO. T & & WOOD CEUNG 0--f-m- - TO FOLWW SLOPE OF FRAMING 25 CH FLOOR 2 TO H om PLACE DRAIN OF TUB 3'-8* BAY .VMQW DETAIL 2/Aj ON THIS END. /`/1 PC 4X4 P.T. SYP #2 POST T WTH 1 PC SEMCO ABP44 2 1 27 28 49-21F AT 13ASE TO FOUNDATION TYP. 2'-2' UNEN JQjLET SEAT HOWER ikjrt%u W/D S jzuw3ai t7 110 ' SHOWEB MAHOGANY WOOD - - I I I i ILITES. DOOR SIDE L I I A—A E&WGE (D -1321 w RAIL/ ow GLQS j SHOWN HATCHED WITH 2X6 '0 4 FRAME NEW EXTERIOR WALLS WrFH NEWEL 7 1 J/ SPF#2 STUDS 0 16* O.C. WIN DOUBLE 2X6 SYP 12 C QD TOP PLATE AND 2X6 P.T. SYP #2 CONT BOTTOM PLATE 7 4 PC SEMCO SGP3 (TYP) 33 AMENDMENTS: INSTALL 3-2XB SYP HEADER AT 02 35 OMROOM NO: ITEM: DATE: NEIN OPENING -2& WITH 2 SLIPPM f cli STUDS EACH END. 00 10/17/00 SPUCE TOGETHER CDFINAL ADD 1/20 CDX PLYWOOD SHEARWALL TO ',SHEATHNG AM REACTON HMOWME J WITH 3 ROWS 16d COMMON NAILS /TO EX61ING EXTEROR WALL REMOVE REMOVIED WALLS EXISTING SIDING AS REOURED. ; 0120 O.C. EACH ;W CBM AT j j . ' ow I SIDE 81-e A.F.F. ^3 SEE DEMOUTION PAS 1,�6 PLANS r"13 C1 OSEE momr, I ------ .4 2 PCS SEMCO RS1 50 (TYP) VENT DRYER �6 UNDER FLOOR- LMNDRY DATE: ....--FRAME NEW EXTERIOR WALLS DRAWN BY. OUT THRU CL059 SHOWN HATCHED WITH 2X6 MAM/WAL 10/9/00 FOUNDATION j EXISTING SPF#2 STUDS 0 16' O.C. WALL ADO S LAB M ALIGN WITH DOUBLE 2X6 SYP #2 REFR VENT CAP. T W AND 2X6 P.T. APPROVED BY: TOP PLATE 2 REMAIN SYP #2 COW BOTTOM PLATE. WAL R15 A6 �6 EXTEND SLAB AND VT FOUNDATION AT "S SYP #2 COLUMN PROJECT NUMBER: DINING EXTENSION 3 IN WALL 0020 it IL STONE FRME NEW EXTERIOR WALLS i --------- SHOWN HATCHED WITH 2X6 PROJECT NAME. MEN TOP SPF#2 STUDS 0 160 D.C. GAS QOOK I L-- .1 q) WITH DOUSLE 2X6 SYP 02 RENOVATIONS TO REMENCE FOR INSTALL NEW TOP TOP PLATE AND 2X6 P.T. SLEEPERS AM SYP J2 COW BOTTOM PLATE I3EQRQ0 SUBIFLOOR TO WOOD n=1 TO QMROOM M MR. AND MRS. MATCH,ownho. 2 1 ELEVATE FLOOR TO LIEVIEL 4 A I PC SEMCO SGP3 (TYP) 'ROBERT CLEMENTS OTHERS. T 5.25* X 9.250 2.OE PAFRLAM e G PSL BEAM. SET TO BOTTOM DIN -NEW FLOORING TO MATCH OF SUB-FLOOR. CUT AND AT ADDED AREA �j— HANG DOSTING JOISTS WrrH A6 IPC SEMOO UMPGA210 REMOVED WAL.L. Sff- 1739 BEACH AVENUE COLUMN 4X6 Syp #2 COLUMIN .........6'-Dw± DEMIOLJTION PLAN ATLANTIC BEACH, FLORIDA IN YOU ALIGN W1 WALL 8 -2 PCS SEMCO RS150 (TYP) DRAWING FILE NO: 1-17 XX 0020\CLEMA02 -.-FRAME NEW EXTERK)R WALLS 2 SHOWN HATCHED WITH 2X6 INSTALL 3-2XB SYP 6 SPF#2 STUDS 0 16* O.C. SHEET TITLE: 02 HEADER AT 2 WITH DOUBLE 2X6 SYP #2 ENLARGED OF904 \Z4 3 TOP PLATE AND 2X6 P3. WITH 2 SUPPOW 10-11 1 121-40 SYP #2 COW BOTTOM PLATE FLOOR PLANS 5'-10* STUIDS ECH DO. V-1100 SPLICE 7OGEnfR i WITH 3 mm led COMMON NAIILS; 01120 O.C. EACH EL9-QR- --ELA6N SHEET NUMBER: SOL FR8T.EL0QH El 1-*-.w 1/4w V-00 1/4* A3 2 A7 -I E7 T To 57C "P( #A mk $2.�1� - I . . 1. .� , ,; 1, - ....i . , ..- - -- . . ---. . -- - . � I I - - ,�,�.� ... . �� ,� ,�": � � .. ...I . I I . 1, , ", . - . I I , . , I I . I � , I . ,. . I . - I ; I ., . . I I . � - ,� I . � , . . � I ,.?"'i . I I ,. � . . ,, . !. i. i . . I . II . , I ., I ... . ., . . I :,,..,, . . I I . .. ..-- . .1, � I . . .,; �. , , I . � ..; . .... 1 . I ROOM FINISH SCHEDULE I . �, . 1'. .� -1 WILLIAM LEUTHOLD . . . . . I I �. I . � ROOM FLOOR WALLS CEILING I BASE ! CROWN CASINGS T1 REMARKS NO. I i DETAILS i . . . I i I TrE I SIZE I I HARDWARE REMARKS ARCHrrECT NC. . ROOM I ; � . -r---------- I - - . - .---I . . - -----�- -- -----.--t--- --------- � I , I I i 11 MOLTERIAII, FINISH I FINISH MATERIAL FIN NNUMBER FINISH 1 WMBER 1 FINISH NUI FINISH � 1 S-T x r-r x 7. 18 & 9 ! M BE SELECTED 'I 2223 OAK STREET .7 . . ,... I NUMIKR --- I MAMW I i 7 . MR 9%& I PLUS Sm Ne 't I I - �- i I wr"n . . - -- .------..- .. I � , . -.----�---- --.---j-------------- ,-.-�..,---------,----...--.-..- . . : .. I , �.; .., . . ;: . . - PX ' - JACKSONVILLE, FLORIDA 32204 . 11:&', , :, � , . FOW FLOOR .offl" I MARVIN CUOFCI 5068 � 10, 11 & 12 i TO BE SELECTED i R.O. 5'-I 5/80 X V-10 1/2 f. . . I - � I 1 (904) 389-6456 .. . ------------- I . r' f I- . . 101 I PORCH SI*usw CLm wow aDc" WOOD RAFTERS SEW & 2 COATS NONE - F ; - & 2 COATS OA MARVIN CUOFD 5068 ---,--.----I---- -11---- --------------- -.----- ,� , , . . I . i - I � FAMERS SEALER I SHPGILIE I OL SO E)P. OM I S.G, LAID SU Pr -- I NONE I ,t I TYP EXTERIOR j SM400M LATEX 3 a0b ww"W ! oxXO i 10, 11 & 12 ! TO BE SELECTED � R.O. 5'-1 5/8" X V-10 1/2* _ . . I -------.- -- ------- i---------- .--.----..----- -- _r��_ _ ___�% . .. .. � ----------------..---.-----..- , ......, .-.--,-... .--..--.-- ..------- 1-1 "I------- I-.----...- .....- - . .. . .� ,., . - .-----.---..-.- - . . I . . I -% . . SW & 3 C100 T & G =01) SEALER& 2 CM T A G WOOD SEALER & 2 COATS SEALER & 2 MUS & 2 COKI & 2 : CLAD t"m 011MIG --------------- . - t GENERAL NOTES: . .'s 102 1 FDYR FINE PLAW BASE-I M I MATCH EXISTING SEALER NG-1 - 4 MARVIN CUOFD 10868 ' i ' I. I 10, 11 S! 12 1 TD BE SELECTED I R.O. 10'-8' X 6*-10 1/2' . , �� POLIUREIIIIIINE PANOM &L LIM W4 Fr PANIXING &G. LATEX OIL PT SEN GLOSS AIJ SEMI GLOSS AM Sol GLOSS Am FFM DOORS V/Smm . �I _ __ -.---.- . . -----..-..----- I.. I I I - SEALER & 2 COATS I -------- ----''----i --,---- it 2 COATS ----..---.-.-,-�--�.-------,------. --- .-- -- -----. -- ------- ---.-----.----. .. ALL CERAMIC ILE ON WALLS IN 94OWERS AND TUBS SHALL BE . CDAIS EASE-I EX 5 CLAD LVW RM MARVIN CU1FD 2M � 10, 11 & 12 , TO BE SELECTED -t, --- - ---- ------------ -"------------- I 1. 10 I LIMING ROOM Do= SM & 3 CM T & 0 WOOD SEALER & 2 COATS DIST. WOW JOISTS SEALER & 2 ISTING � . -f , I- � FINE R" , R.O. 2'-10 5/8- X W-10 1120 SET 00 DUROCX OR EW& TILE BACKER BOARI). 'GREEN . .. .. .. ... . I �, POILWONEW p*vm SA LAO WLL Pr. AND NEW GM SA L40 "LL Pr, ms am km I I . CASM-1 SOS GLMS ALKYD GC8 CEILING BETWEEN JOISTS FFM DOOR , ..--------..-- BOARD SHALL NOT BE ACCEPIM. , .'' ...�,. I . ----.-- i - --- --------.-.------ ------.-------- .. ----.---7------ . , I . I D= ' tiw,�ki com� CIAD=KIM FRDCH MARVIN CUIFD 4068-t-"----,-- --- i R.O. V-11 5/8* X 6'-10 1/20 DOOR UNIT I , . �.,�� C" WOW SOUES BLE01116 OIL ENST. WOOD JOISTS NONE I - � NONE I TYP EXIVUOR , 6 11 & 5/A6 I TO BE SELECTED � 1 104 PORCH P.T. Vu i i /A3 � SEALER . AND EXP. DECK , SEW GLM LATEX DOORS W1 COW SOM 2 MARVIN CCM2064 ! R,O. V-9* X V-3 5/8* X 2 SIDELITES . . I .. ... -----------�------ �+- -.-----..--- -.-..-.-.-.-..-----.----,..---.--..-��-- . .. 1, . .� , . 1 f1% ,,-' �� -1 i 105 MECHANICAL FINE PLANK SOW & 3 COA73 OD. I SEALER & 2 COATS SE40 A 2 CO011s SEALER & 2 - CASING-I I SEALER & 2 0MIS I .---.---- --- --4---------1-------------- ----- f- -------- � TOILEr ACCESSORIES SHALL BE SELECTED AND LOCATED PRIOR TO I .. r- p I 1 10, 11 & 12 TO BE SELECTED � R,O. 5'-1 5/8* X V-10 1/2' v tAm a Gv IIIALL GYP CEILING OD. BASE-I NONE 7 OA"a 091M ' MARVIN CUOFD 5068 THE COMMENCEMENT OF FRAMING, CONTWOR 94ALL PROVIDE ACK '-" I PoLrUREINANE so Ulu UL Fr I M LAID(vu Pr. COATS L--- ; I -�.S09 GLOSS LATEX I i FROM OW . I --- , - SEMI GLOSS AM ---- & 2- . - --,�. -------- --- .-----.----.----. � .-.-..---.- .-- .-,-,-", 1 -.-..-- ---------T---- -----'--L.-..1.------..--------- --,- -- ,--------------------- . I 1101 Fit AROUND , SAND & 3 00015 T A C WOW SEALER A 2 COOS T & C am SEW & 2 COIIIIS I SEW A 2 COATS -7----- 1 2 --------------- ---- --"--,--,------ - � � ---- BLOCKING IN ALL AREAS OF ATTACHMENT. , 106 VWnBULE FINE FLAW i BASE-I I MATCH EXISTING 1 CASING-1 1 SEALER ' a 2 PANEL WOOD � 2'-4' X 6'-B' X 1 3/8' 1 13 & 14 TO BE SELECTED �' . . EXISTING BAK 1� .* MWWW* PANELING St L40 IIIALL IT I P*4330 I SA I.AID VU FT. SEW CLOW ALIOD I I SEW I SEM GLC � �1. . . I . I :V, I . _ - I GLOSS Am 1 --.--- -.-- .-----.- ----...- .----- I -,.,. .. . ...--- .--- - I I -!�- r � --- --- i-.----.-------- 1 --1------------� .1 I - -- --- -- ---- -------- ---------- GLAZING IN DOOR$ AND WINDOWS SHALL BE TEMPERED . SOO & 3 CINS T & G WOOD i SE40 & 2 COOS T & G WOOD SE40 & 2 COATS i ' SEAIR & 2 COATS ' XISTING i SEALER & 2 COATS SWt & 2 COATS - � I OR LAMINATED IN ALL LOCATIONS REQUIRED EFY CODE. . . , 107 BATHROOM PINE FLANK I pWUNG Sr BASE-I I SEM GM ALM I MATCH E ' NO-I I . LAW WU pr FIANELM &C LAO gU AM 9 1 CASED OPENING ' !�-r x f-8 13 & 14 � . . - - POLYURENX --- ------.-p.r. --i----- - ----- ---,- --- .--_ ..---- ---�SEW GLM-_�� __ t SWUM &M I . I I . I . t ----,- -- --- - -- --- ---- -- -- ----------, - ..- . . I-....-, - . . . ., ; ------�-- ---- - - -- - 4 I----- -------- - ---.. . � . - - . . ... - . - .. - - ....- -- . I - -11 b - WATER RESIST � SE40 & 2 Coils - i 0 , 10 ! 3 Be ; � ALL 2 PANEL DOORS SHALL GAVE FLAT (NOT RAISED) PANELS. . 108 SHOWER COW IXE CERAMIC ILE I NONE NONE I - , NONE I TILE ON CEM. BACKER BOARD 2 PANEL WOOD 1 2'-8' x V-8* x I / 1 m BE SELECTED ! I GYP CELM 9D. Wo Vu wu Fr - ----4--- -- --,-- - ---- - -- 1 4 -- ---- --- -- ----- . L----.---- -.--- --- . i.... " - ' - f-- -- - ---.---- ---iis4--- ---1.--.-.- - --- I,-------- -.----I-..-----.----.-...---..----,.--.---- . - - : �-- ------ ..---,. - ---- , - ...j------------- I- . . I.1 109 BEDROOM FINE PLAIW SAND & 3 COOS I SEALER & 2 COATS GYP coLoo 9D. SEALER a 2 CGRIS i BASE-I SEALER At 2 00 ! MATCH EXISTING SEALER & 2 COAlt co�-I M40 & 2 COATS I 1 CASED OPEMNG i S-r x V-r 1 � 1.�, I . I --. -- POLYUREW S.G. UM IIIIIII K FL9 LAU WtL PT.. Sao am hm � SEMI GIM ALIOD � SEM GIM,AM . i �------- ---- COATS ! - ------- c----- --+---T-- j,- -,-,...�.-. -�,----- -----------------.--.-- ------ �. .. - - I I - ----�-- -------- - ------ -----�----- ----- - '- ----------- --- I 1. SAM & 3 Cm 0 A 2 OOAIS 00 & 2 COATS I - I � - - : f --.-------- . . .".1 I I . B&%-1 MINQ-71 110 CLOSET PINE RW GYP WALL 9D. I MILE GYP CEILING 901. BASE-1 SEND & 2 1 NONE NONE , 12 J----------- ----- � 2'-8' X 6'-B* X 1 3/8 � . 30 = Im-w POLrJREMM I su LAO WiL Fr. FIAT LAU W Pr. t SEMI GLOSS AUND , 2 PANEL WOOD � i 1 TO BE SELECTED I I . I .. 11 31 - 1,-Oo - . ..----- -- - ---.--------------- ----, -.------- .-.-.--- -+-------- ------- ---- , �.---- -----'. .1.- -I-'--- i -.--.-------�-----'------------- ----'-'-L.'--L-I.------------..-------. . . I�. ., - . . . sm & 3 COATS I I ' .,.� �. . � Ill DINING ROOM FINE FLANK T & 0 WOOD SE40 & 2 CO111S T & G WOOD SEALER & 2 C0475 I BASE-I SEAM & 2 COIATS I MATCH EXISTING. SEALER A 2 COATS CASING-1 SEALER & 2 COATS 13 2 PANEL WOOD i 2'-4* X 6'-B' X 1 3/89 � 13 & 14 1 TO BE SELECTED '. I PoLvimma PANELING &G. L40 NIL Pr. - PANEIIAIG SIC us mi Fr I SEMI OLM ALKYD SEMI am ALM 1--- - --------- , i I . . , -----,-.--------------.-------I --- - .----I- -.--. -I----- -- --..-- --------..---.-.-----.-------------.- --- - . ...----4---------- - -, ---- - -- --- -- ----,-------. ... .-. ---------4-- ------ - 11 ------ ----------- -- I- -- I . .. 112 BREAK/KTTCHEN PINE FLANK SAND & 3 COONS T & G WOW SEAM & 2 T & G WOOD SE41.01 t 2 COATS BASE-I SEALER A 2 COATS i MATCH EXISTING SEAM & 2 COATS I CASING_I I SEALER & 2 COATS 14 'PR. 2 PANEL WOOD POCKET 11 2-2'-4' X 6'-8' X 1 3/8*! TO BE SELECTED � I I POLVAERM pmaw $4, LAB OLL rr. PANELING SIC LAID WILL Pr SEMI GLOSS Am SEM GLOSS ALIND f I SEW GLOSS ALM � I - � - - 11 I - � - - --- - ---...- '. .1 � �1 --------.----- -- ---.---.-..- - - --- # - - --------- ---------- --.-..- -- --__ _ -- --f------- .. � .. ---- .----. .... .-. .. - - --- - ---. - --..---.-..---- - - - .. I � - -,-- . . I .1 . -----WFBii72'-d -1 SEAM & 2 041S SEALER A 2 COATS 4-2- 00,41,-S - - � - - I—----- 1 . . I --- -- -- ..I.. . ". . 113 LAUINM PINE Km SAO & 3 CM T & G WOOD SEALIR & 2 00111S T & G WOW I -1-BASE-1 -- 1 MATCH EXISTINC CASING-1 I SEAM 15 i 2 PANEL WOOD 1 2'-60 X 6'-B' X 1 3/8' j 13 & 14 �-----I.-BE SELECTED ---- PoLviRETHANE PNIELIN it LAB NIL Pr PANELING SA -MIL I!f. L SON GLOISS ALXYD SEMI am AUND 1 - I 00 GLOSS mm!j., --- - - ---- ...- -----.-.----------.---- . - I ! ---- ----�-- - - - - -- - --j i -� . -----..----.----. ------.--.----I-- - - -- -, ---- .. I I- T- --'--- -- - - .t-- - -- - -.1.---� .. '... - - ---...- .. .-.- ..- - I., I.--1. . -....-- . - , - ------ ----- -,--",- --- --- .. .. SAND & 3 ONS R & 2 COATS S&%LER k 2 COATS I SEND A 2 COATS j SEALER A 2 COATS ! T .. 112 CLOSEr PINE FLANK W OU 8D. WM GYP cam 911 BASE-I NONE - CASING-I 1 1 16 � 2 PANEL WOOD - 2'-T X C-80 X 1 3/8' 1 13 & 14 1 TO BE SELECTED ' . -A I So M vu pr. I ! I . . ---- ...."POILYUREIHANE i ! I '. ., . . - - I FLAI um WiL Pt. I --- SEW GLOSS AM i I.. - I SEMI GM LAID( i � � __ _ _ i I �- , ; ! . .*�'. I . . . SECOND FLOOR FLOOR WALLS CEILING I BASE : CROWN I CASINGS ! SECDND FLOOR � . I I . 1. I . , I I . COATS SW CLAD ULTNTE OUISNK i I I I . .I . 201 STAIR PINE 7RE406 SAND & 3 CUM ERST & MAT04 NAM A 2 COATS EXIST & MATCH SOO At 2 1 R & 2 COATS 1 SEALER & 2 COATS , I 00 i 2 COATS ;! I i 1 .1 BASE-1 MATCH EXISTING CASING-1 20 : MARVIN CUOFID 6068 10, 11 & 12 ! TO BE SELECTED � R.O. 6'-I 5/8- X 6'-IO 1/2' .: . POLVIAMIANE TAS MM PNLC SA LA6 WILL PT T&G WOOD PNLG I& L48 ULL Pr , SEMI GLOSS AM - I SEM MOSS AM : . SEW GLOSS AI.M ! FROO DOORS , ; .1 1. . . -.-.,-- . I------- --i-- -- - -�------ ,...-.--------...-------- .--------------- ---.------..----. ----.---------- .-,- ....1-1---....- I--------- -- ------4-- ----t -- ----- ---- ,- ---.- --------------- . ; . Do a MATCH sm & 3 0095 Do & MATCH SEALER & 2 COATS Gyp CEILING BD. SEW & 2 COATS SEALER & 2 COATS , XWNG AO & 2 COATS I I SEALER k 2 aws I -,.11.1. . 202 . PASSAGE PIK Km POLWW TOG WOOD MS FM LIM OL K FUIT UM UL Fr BASE-1 SEW GLOSS AUVD I MATCH E ,! SE CASING-1 21 ; 2 PANEL WOOD 1 2'-8* X 6'-B' X 1 3/8' i 13 & 14 1 TO BE SELECTED I IN EXISTING OPENING , , I SEN GLOSS km I SEMI GLOSS AUND . : . ------ --+-.-I-- I I . 4----------.--.- ---.,.-, . . 'I--- -- --- ,-----.--,- --. ---.------ ---------- _____,1------------------ --I - --� ------- ------------�--. -----.--.---- . I I , PASSAGE 00 & MGM SAND & 3 OM MT & MATCH SEALER & 2 MUS I GV CEILING 9D. 00 & 2 COATS , SIEW & 2 SEAM it 2 COATS I CASING � . I 1, . . . 203_ � Ulu SILL Fr I FIAT U BAsE-i I COATS I MATCH EXISTING ,-I SEALER & 2 CoAls 22 1 2 PANEL WOOD 1 2'-8' X C-8, X I 3/8, : 13 & 14 1 TO BE SELECTED ! I ____ PINE FLAIM PoLw4tEw T&O WOW t" FIAT * - I _j MI GLOSS A Km SEW GLOSS ALM I SEIA GLOSS ALKVD I � I I � .. � ------- ,-. I - - - � I .I I ---.-- - --OW & MIM SM k 3 ONS EIIIIST & MATCH SE40 k- 2..COAIS -ilw - wm & 20= � i SEALER-a-2--. -.---r.. .- - -,.- -, I & 2 wkis ! _ tffl'ii'�OdS �. - - -- - --- -- -- --- - - - -- --- - -f - - . ! - -.i- - . .. - f - ,- - � -- - - . . I --- A- � .qp-w-rr ___ S� .-. -. . 4--- - - -- � SEII . . 204 BEDROOM BASE-I U'S I MATCH EXISTING SF" I CASING-I_�SEW g sm MM 1 23 ! 2 PANEL WOOD � 2'-60 x 6'-8' X 1 3/8' 1 1 TO BE SELECTED � . - I. ... ...... .........- -- ------ . - � - -------------- --- - ...- - ... - .-.-. .. -,� ..-----.-. ,-�--.---�--.---- .--..-.---- - - I . +- -- � ---- ----- - ---- - ------- .----..--..--... I -- R-a im WATER-jfi§f--kNA & 2 COATS I ________________ ___ ___ __ __ _ ______ ; � . PINE FLAW POLYLIREIIIIIIIIIIE T&C WOW PNLG; I sia U00 ULL R. GYP CUM 8D. SVE LAID UL K. - 1 som GLOSS ALKYD , -.--.- .. =!�-4m-Nm..1-. - . 1 20 PORCH - WOOID swom REACHING OIL NOW - ' NONE I - � NONE I - 1 24 : 2 PANEL WOOD 1 2'-0` X 6'-8' X 1 3/8' ' 13 & 14 1 TO BE SELECTED ! I Dm" GYP CEILING OD. $0 LAO VILL FF I .1 � � I � - ..-.---- - ------------- -.------------- ---' _ t---------- - -4 --- --- --- ,--- -- -- , -- , --- ...-.-- - - - . T- - .. i ... -- -.-----,-.--..-.-.- I—' .11, -I - - - -- -- - - �- - , -- - -- - --- -- - - - - ------ - - ---- -- - - � I I , I 206 CLOSET i 00 & MATCH sm & 3 CWS ERST & MATCH SEALER & 2 cogs I 91) COW BD. SEALER-i i&ij- - B'ASE-i SENUR A-2-COMS , MATCH EMSI��014-20OKTS t-CASING-1 ---i SEALER A 2 COATS 1 25 ; 2 PANEL WODD � 2'-6' X 6'-8. X 1 3/8 0 1 13 & 14 1 M BE SELECTED ! : . PINE Km f%V� K T&G WOOD PNLG SAL L40*LL Pr I FLAT U SEMI GLOSS ALKYD SEIA GLOSS ALOD I I SEM GLOSS AUOD , i 1 . 1, . ... _0 - .. - - -...-,- --- - ....---- ... -.----,.--.-,.-.-,-...�- ---..-.-.-�-�.--------- -----� -------- ----- ---- -- - --- - ----- - --.------I---- .. - -.,_ i ---- - - - - -- -..-- --- ----.-�.-- .. t - -- -- - - - - .- - - -- ---- --- . I I � I ; . :. . . . BATH EIIIIIST & MOM SNO & 3 0011S W & MATCH SEALER & 2 COATS, , GYP CEILING 8D. SEALER A 2 COATS -1 I SE40 & 2 COATS I MATCH M) I CASING-1 1 & 2 COATS 1 26 , PP. 2 PANEL WOOD 2-1--3- X 6'-8- X 1 3/8' 13 A 14 i TO BE SELECTED � ! . 207 BASE EASTING! SEW & 2 COATS I .. T . -- PINE FLANK POLww z---Lac "m Pwu; M LAU WLL K FLAT LAID WtL Pr I Som GLOSS ALXYD . I SEW GLOSS AU0 " am Am : I . . -------.. . - - "' ---- ---- ----- - - - .. ..k---------.- - --..-,--,---- ---,--.-- ,.- . -.--- --+----., - - -4. .-.- .., . - .... ..�---------- ------ -4- -- - -- -- - - i- -- --- -.-.-..-- - .. I . � - I I . - - � SEkER & 2 COATS ---j%vwt-i-i--cwFt+-------- - -------- ----- ---- --- +----- - ------4 - _ � I -I. �� : 1 �2-I'-J* X 6'-8' X 1 3/8'� I TO BE SELECTED - . 208 1 SHOWER COMM ILE CERAMIC TILE GYP cam 00. FIAT UM WU Pr, WE SEA MOSS ��C NONE i NONE I i TILE ON CEM. BACKER BOARD 27 PR. 2 PANEL WOOD 1 13 & 14 � - ----.1 ___ i I , . -- . ...--T-----------.-.....----t----.----. ---+ -----.------ � i --.--,-- .---- - -T------ - ---. -4 -- -- -------- - - - , 41 - --- .-..-- - -..--. ---.. -.-.-. . .. -- I � I COATS on. BASE-I COATS 23 GLASS SHOWER DOOR I i I BI-SWtNG DOOR PINE FLANK P01,1111117"m Tac Ow PNLc SA LAO IIIALL Pr FLAT LAID WtL Fr. SEW G[XS AU0 I i i - - ,., ... . --------- - .-, .----. . ---------1.SEM.-(m- .-km i . _. ,. , _I SEW I= ALM i - -.--- -4. � - -- . .. ---.. ----- --.--,.- .-. --.--. -,-,-- ---.-.-.-.-.-.-. .- ..--,---. ... - . ..- ---T- ----- -- - - - - - .,- --- - .. ... .- -- 1 209 TOM EXIST & MATCH SW & 3CWS EM & MATCH 1 SUM & 2 GYP CEILING SEW & 2 -- - S,E4.0 A�2-COATS I MATCH EX.ISTING SEW & 2 COATS CASING-1 ' SM.9 11 A .2- ---------- --- --------------- ------- I - '' - - - - - - - . 1. . . 00 & MATCH SNID & 3 COATS 2 CDAIS SEW & 2 COATS SEW & 2 COATS A - - - -T--, , � ZW & 2 COATS- - � t � . I I . 210 UNEN GYP WALL 80. SEALER & GYP CUM W. BASE-I INE ; - ; CASING-1 : SEMI GLOSS ALKYD� 29 2 PAN! WOOD � 2'-8* X 6'--8' X 1 318' � 13 A 14 1 TO BE SELECTED � �, . - 1. FINE FLANK Pomm"m - FLOLASULpr, - FLAT LAD,Ni,Fr We GLOSS ALm1-----11 I ---�- -- .- -- ----- ------------.-.----.-------- ..- -.--.--------- -----I------- -- -- - - - ---- : I .. .. .. . .. i , ; 11 I --------t------- t --- -I- ---- --------------' --------------I-- ,- -1 - - -- - - -- I ' . . . 211 LAUNDRY ENST & MIXH SM & 3 COIM DIST & MATCH SALE11t & 2 COATS GYP CUM 9D. , SEALER & 2 COATS BASE-1 SE40 A 2 COATS NONE I - 1 CASING-1 - SEkER & 2 COATS i i I .1. . PINE FLANK FMVJWW T&C WOW PNLG S.G. � - 30 2 PANEL WOOD � 2'-4' X V-80 X 1 3/8' 1 13 & 14 i TO BE SELECTED 1 . LAO VMLL Pr. i FLAT LOU RL K I ; am am 1 1 -- i - ; SDA am &M ------ ------------------- --.--.--- ---- -.- -- . � I . 1 ---- ----------+--- 4 --- 1 --... --- ----- -- -- - ------ --4----- --- -----, --- -4-- --.-- I -- .--- -- ----- --- -- I I I I q ., . -- Em & Mm SAND & 3 ON$ ENSt & MATCH SE41R & 2 COATS SEND * 2 COATS '--T-SEALER & 2 aws I & 2 C(ATS � 1 SEALER & 2 COATS I i . I ... 2127 BEDROOM twc-"coo. BASE-1 I MATCH EXISTING, SEMI MM ALM ! CASING-I " MM ALM � 31 2 PANEL WOOD � 2'-O* X 6'-8* X 1 3/8' ' 13 & 14 1 TO BE SELECTED I . I PL POLMENNIE TAG WOOD MG I S-& LAID WILL IT I , FW ULL Pr. i . FINE " - Lm I I SOO GLOSS ALM ..___. " "_.__._-,---. -..--..--.,. .-.-.------.- ..-------�-------- --..-.-.. .----.--- .. . -, - �--.--.I...---- -----+----------- .--- --- -- ------- --- --- - -- - ------ ------- � .. I ENV * MATCH sm a 3 ows a). iSEALER & 2mmi CW470 FEW SEALER & 2 COATS I & 2 OATS ! - I SEALER & 2 COATS I I . . . 213 1 CLOW GYP ML V CEILING BASE-I i SEALER NONE CASING-I GLASS SHOWER DOOR i ! I I 81-SWING DOOR . I PINE FLAW � FIN LAU 1KL Fr 9D. SUN LATO aLL !!4- ! SEMI GLOSS ALM � I SEW UM ALM � I I � . -- ----------- ---.,-,.-----+, .--.---- -- ------------ ----,-. - ..- . 11 . - ...-�------- ----- - ------.-.--.----+------------.-.------t------"I- - -- - -------------- --------------.-,- � , . EAST & Mm sm & 3 COATS EXIST & MATCH SEND a 2 COATS Gw SEND & 2 COATS - R & 2 COATS , SEALER & 2 COATS , C � i - 214 BATH I COM 8D. BASE-I j SEALE MATCH EXISIIN�u', J= ,,JIM ASING-1 I SEALER & 2 COATS J 33 1 2 PANEL WOOD 1 2'-6*X 6�-8*X 1 3/8' � 13 & 14 ; TO BE SEILECTED i 1, PINE FLANK POLYLVIIENANE T&G WOOD PNU; S.C. Lm va Pr no LIM su PL I SEMI mm Am : , SEMI GLOSS AIM I -.--. -- - . � ! I T -,- I .- --,--. .-�---------�---- -------- I -- --.-.--.-�, ��-.------ .----�-,- --------t---------I-- I--..-..--.,-?,-- .--------.------, ,-- -�........--------..- I - - "m BE" wo & 2 coms I I - - . I - - �----- ------T- - - i , . 14'.'. 4 --- �� 1 215 SHOWER CERAMIC TILE CERAMIC ILE NONE i � NONE : NONE I TILE ON CEM. BACKER KARID 34 i 2 PANEL WOOD I 2'-06 X 6'-8* X 1 3/8 ; TO BE SELECTED i IN D=NG OPENING . " pmem I SA L40 Wt1 pt. � I ! : I . . I - .--.- ---I--.---.------. ---.---------4--.----- I .. -----.----.--,----. , ----.�----.----------------.---.--.-,-- - - + -----I---- --4--------..-----, I—.11. -----.---- ,.. ,. . EX COATS ' SEALER & 2 COATS ]; ----------�----- -- --- I .''. , . EXIST & MATCH SM & 3 COATS EXIST & MAICH SEALER & 2 wkis '13 & 2 COATS BASE-I SEALER & 2 ODUS i MATCH SE40 At 2 '-O' X 6-4 X 1 3/8' ! ; IN EXISTING OPENING , , . . 215 BATHROOM GYP CUM BID. I SE ISTING CASiNG-I Me GLOSS ALKYD 35 1 2 PANEL WOOD POCKET !I 2 EXISTING I TO BE SELECTED . .. � � FINE FLANK F%rjwIHANE , T&G MM PNLG SA LAB Ou PT ma Lim ma Pr. 1 1 SEIM CM ALKYD i SEMI GLOSS ALKYD .. . .. I i . ...-..-.--..-- -------,-- ----I------------------------ -------..----- -1 - -- ------ I,----,- ---- - ---------4-.--------. - � --.-----.--' . ---- -.,.-. I . . - T -- I ------------- -- ---- ---- - -- I ,- - I' . EST & MATCH SAND & 3 ows I Eft7 & W= SL40 & 2 COATS SEALER & 2 COATS I mus-,---- SEND & 2 COATS 7%=W & 2 COATS I 1,� ., 217 TOILET FINE FLANK FOLAIRETHANE I ThG WO1011) PNLr, S.G, LAB WILL pr. GVP CELING go. I Fm Lw UL Pr I BASE-I I MATCH EXISTING SEMI GLOSS ALM i CASING I SEMI GLOSS 36 1 2 PANEL WOOD ! 2'-Oo X 6'-B* X I 31Ir 1) � TO BE SELECTED I IN EXISTING OPENING . . - --- --km-4------------------ ---------------------- - --- --- 4-------- - -- --- -----4---- - --- - --- 4-- --------- ---4 -- . ----- --------- - --- - - '. . . � I . 1 412 1 ----- I --- -�, --- -- -- i I - -- - I TILE ON CEM. WKER BOARD 37 -�-- -------- . 13 & 14 , 218 SHOWER com RE - - SEALER I - ! I .11 j . . . cmw TILE Gv cam 9D, Ra wu ft Pr. NONE I : NONE I i NONE -� 2 PANEL WOOD : '-69 X 5'-8* X 1 3/5. �, I TO BE SELECTED 1� :1""'k, . . - � ------- ---------- ---. -----------I ---------- - I -- ------f-1 .---.-- -1--+ ------I—- ---.-'---'......1-- .---.-- - � . -- ---____ ___________________�2 - - ----,.-- - ---------�--------�. - .----.-.------1-1-.-.--..-.--.-.---.----.- - ---- ----------- . . ., L DCIST & MATCH SW & 3 ONS M7 A MATCH SEALER & 2 C0111S At 2 cam I SE40 & 2 COATS SEALER & 2 SUR & 2 COATS I i� , . - 219 PASSAGE Gv cam OD. Wa pr. I BASE-I SEW AUM MATCH EXISTING 1 COATS CASING-1 , 38 1 2 PANEL WOOD I f-r X V-88 X 1 3/8" 13 & 14 ! TO BE SELECTED 11 . . . I POE FLAW 0mvialm TAG WOIOID pNLG IC LAB VXL Fr. , FLO LANX GLOSS SEW GLOSS AM SOS am ALM , T I . I . -� .------ -----�I .1 . .-...,.,..-- ,---. ,-.----. . 1�� -.-- .-----'-. I-- .. -- ..- - . --- ... - - --- �------ --- - - .-.,t-.-- --------.- --t--------- , -r--------I---------.-.-..+..-. ......-,---.,--..- -.....----------- � . 1 220 BEDROOM &`MM SM A 3 COO EOr & MM SEKER A 2 COATS Gyp cam 9D. SEALER A 2 COGS BASE-I SE40 A 2 SE40 & 2 COATS CASING-I SEALER At 2 1 39 1 Pit 2 PANEL WOOD POCIO -2'-Ir X 6'-8' X 1 3/8-1 15 & 16 ------; TO BE SELECTED ; . , "."'..'. i PINIE RM Pm"AWN110E F Two wom mu &L Lm OIL Pr FLAT LAID ft K SEMI am Am MATCH EXISTING SEW GI.OSS AIM SEW Q= AUCYD 1 _[2 i ! I . . , . --..--- ,----- . - - --.--- .- - - ------------- ---- ----- . -__ .- --� ---- - -- . . -.- .- .. -... -- . -1 - - . .. L 11� I . ., �- ---- - - - -- - --- -- - -- - - - - -- - � 4 4 ---,---.-�l----,-- -- -- ---�-- - ------ - - ---- -- I,- - ---.--.--.---.-----. � I I I ' ; . . . . .1 1 221 BEDROOM DIIST & MATCH SO k 3 DIM I DO & MM WM ,k 2 COUS WER RM SEALER & 2 COATS BASE-I 9" At 2 COATS MATCH EXISTING SEW A 2 COATS CASING-1 i 00 & 2 COATS i 40 1 Pt 2 PAN! WOOD INFOLD 144-3, X 6'-8' X 1 3/8- 13 & 14 TO BE SELECTED ! .1 I . ---,. PINE RM I MARPM 1, T&C MW PNLC SA U0 WILL Pr. GV CE1= 8D. M L40 ItL Fr. � SEA CLWS ALKVD SEW GLOSS AM I �P.AM ALM I I ...- . .-----... .1-1 - - -. .-- - ----.----- -- - --- --- ------ .- .- .--I-- -- ..- ------- . .---... - ---- . .-- - - - . .1� . .... - -- ....- -.. --....- - . .-.. i � e. , :, , . EmSt I& ko3w S" & 3 COATS w SEALER & 2 COATS M CELM 9D. SEALER& 2 CCR15 I SEAM & 2 C04TS � -------- _ _ . - --- - - - - t - ---- I t- - , , .. - 1� - -- 4 . 27-2 CLOSET aw WILL . BASE-I NONE I - I CASING-1 I SEALER & 2 COATS 1 ; � I .I....... . . . . � . PINE FLAW . F%mmw RAT LA70 WILL Fr RAT,um ML Fr. SEMI,Q=,40D� ,. .� .m- :� � . ---f-'----.---r------.--...---], �...�-.---- � I�m km.�. , I "", .�.N I . . - - ,-- , .- - --- _.-_.------�- - -------4-- --- -----�- ----I- _ ._--- - --1-1 .. ., ..-- t - -- -- -- - � ------ - --.---. � , --------.. -.,-�--.---------i''--- --- . .''.1 ---- -- -- -.- . " �� ,i�� - , : I I - v 1, .. I �-- -------- -- I I " \ 't;�`,,, I � .. I � I : ! : % . I , . � ; � i I � . , I I , i ! I . . � . . ' L F-- I : I � I li�111 '* . I - ; -- I L- --- - - -; I s , w *$ - ,� - - �� ,-) ..6, ,4 4K,t '..., " , ", I I , - - I ! !,I, . , I �. ..", -�, � ,��11, , �1, .. ; �W, . 0 . - � ,��,I �, I I -, P5. , '. � ,;,��& -c i I . I- '. � . WINDOW SCHEDULE : j4c.� , , 1 ,� L : �b " . . . :�,�;e A- 16� , �.. -------..---...... - .. L 1 -- - .. ------.,. -- .. - . -- ".- .�- .. ,.. .--. . .------- - ,% . � . I . --- --- - --- ---T--- -- ----T----- ---- - - - . ift . . i . L I ... . 'Ll . I . .. 14. ; � , MFG. MODEL NUMBER 1 ! REMARKS e, .4 4 , . NO. TYPE - - I i DETAILS � I #'I . (2) 2X8 HEADER --.--- _� ; , .. .f " �'. � * Z . I WOOD SHINGLES � 1 . WOOD SHINIGLES � , � . (3) 2X8 HEADER--, - - T&G PANE[JNG---. - .- ------.. .. 4 1 - -, �- -.----- --- -�--- . - . - .----�-----.----..-. .- .-.-- .4-- - -- -- ---- . . . - . V--.,, \ -1� .. 4p, t, . � � : --- . . '. , . . , . � I � I . : - I 01 i � t MARVIN CUDH4034 I 3'-ICO 3/8'X 6'-4 7/8' 1 1. 2 & 3 � ./. .1 il If . 11 ,�� ,� 'V . . � j , 1 I , 6. 1 , , I I ; ! A I CLAD ULTIMATE D.H. ) N . I �,� : � ,,�, \ I 1,� k ' .. : COPPER DRIP -- -...------ ! 'f,,**. f�t I I ,�� -111 SEALANT- I T&G - . , � - .. 1� ., PANELING SEALANT T*G PM4aJNG . ,� 6 1 1 , I , . I ,; ,1, COPPER Dmp-.--- . ,.1 I I i ,.-.--. I ---- --*-.'-. -------------�-------- ---- -------- -- .-----------, .-.---.-...-,--.--.--.--- " / , ,- -- " : ',�."�, 1 � . , , , . . i I , 11 ': r.. 'L �,�. . . I I I +, I � I 11 ;A I, ; . . I I I , I --- L �1'1 - B ! CLAD ULTIMATE D.H. ' MARVIN CUDH4034 � Y-ICO 3/8'X 6'-4 711r I 1. 2 & 3 � ,�' ,I . . . . FLASHING- ,�, �, COPPER DRP-- ,�,� I I t ---- 11 I I DOL 2XIS HEADER - DBL - --- ��, - ,,-,4 , � " , �L I CAP --------' 1 1 � , I I v .. I .IN . � 1; I I �'� I I - - - 4 --- ------ - ----- -----�- - .- -.---. . .. ----t- ... -.. - , .-- ----.-.- ..- ---..----.. -.-.- ....... .. � :.,,-� ". I .� I�. � -, CAP,- - ----- -,-,-- ---- - I 2X HEADER ! ; i �,. ! I '. ! � - � I � I ; I � i -- - 1-11 . �NL","�, ; ,� . 6 CAP- I � CAP-- I I 1 i � ---- : , , / � , � i I -- C 1 CLAD ULTIMATE D.H. � MARVIN CUDH2628 I--2'-8`3-3-/8-*--y 5'--4 7 Be 1, 2 & 3 �,' ' I , � I 1 , I 1: � 11 ; . il 5/4 X 4' CASING------,- . I , ,. . -- I., � . . -- . . I ; I / %,\ . " .. ; � ) �.� 11 � � I �,l CASING I -- I I -.-- ------. .. __ - I . -� zi, ,I I ...�I- :" 5/4 X 4- CASING I I I"I I CASING 1 1 �& 1 ... - .--1. .--.------t ..".. .1 I.....- . . - -�-- - -- -..--- ---.---.-.. - ..- ------..---- .-.--- I j i . . . 5/4 X 40 CASING , - /4 AIN '.1 ji ) .. ,, � CASING I i -1 i I - .--- ---A I , �--- -1 - I I - t- - - . i � �,. --rASWC I - - - L- - ----CASING I .. ! . � -�-i . MARVIN CUDH3628 5-4 7/80 I ; I PRONN i POCKET DOOR TRACK---- D i CLAD ULTIMATE D.H. I S-65 3/84 X 1. 2 & -3.. . . .4. NO- ITEM: DATE: � .. . 11 . I __--- r. I . I WOOD STOP - - - I I --,� -1 ..... -.-- --41 I. - - , --_ i -- .---, -..--- - 4 � . .. . .-.--. . -.1------ - - - .-.-.-.,---.... - ----..---.--. i I..1. I SEALANT----� SEALAW DOOR------- ---I. - - ----- ---- : DOOR --- - -- - --- - ... i -r-,t -- - I ,. ; i I � I ," . . `1� i I : I � I CAR259 STOPS--�- I E I CLAD ULTIMATE D.H. � MARVIN CUDH,3634 i S-65 3/86 X 6'-4 7/8* � 1, 2 & 3 1 1: . 1. . i ,,�, I I � I , I . i --- ----f - -- -- -- - - T-- -- - - - - . - -tl-"--- ----- --------- -- -- ,-, ." .. -, ---..-. .---.-- .-... --.-- CDFINAL 10/17/00 , 1� I . .. . J" EXTENSION I i I I i I : ------ : ." . � . � T � F I CLAD ULTIMATE D.H. ; MARVIN CUDH3 34 3- /8` � 1, 2 & 3 1 '...,�:�, . I ----- I ---� I . 1 1 �� -t - - ,�3/8'- -x-6."---4, -7 ' ; . . I - , ; CLAD WOOD I I � -----t--- ---. __ ----.--- ---- ---4 -- - -- - - --- 4---- --- - - - -- - - --- --- - --1 I , j 1 . I CLAD WOOD-` � ; i I I .- ------- --- -- ------�.-- . - . . . WINDOW I � ; I I I . ' . 11 . I I -- t- MARVIN CUDH2822 2'-1C0 3/8'X 4'-4 7/8' � � . WINDOW I 193-HEAD 15-HEAD - --- - . � ., I I I G ; CLAD ULTIMATE D.H. 1, 2 & 3 ! i �,,. . .11 1 1/2" - l'-Om 1 1/2' m V-O' . - 4-- -, - , -- 4- - . -.....- . . . . ----. -- ----- ---� -- ---- .--- - ,- -� - ---- - - ---... ------11 --..-- � ; R.�, I I , I . I , , . . . 7-HEAD T&C PANELING - .. H I CLAD ULTIMATE D.H. I MARVIN CUDH2822 1 2*-ICO 3/8'X 4'-4 7/8' 1 1, 2 & 3 1 i, , ;��iI ! . 1-WHEAQ . - � � ,; . .--- ---------+-------.-- ----.---- .-4 -- - --- - + . - - - ------4-1-- --------, .---- --------,- ---- - --- ------ --------- - --- ---- ------...- � I . 1 1/2' a I`-W 4-HEAD 1 1/2* - I'-O: ! . . . I 1, CLAD CASEMASTER , MARVIN CCM3264-2 1 5-'-5' X 5'-3 5/8' � 4. 5 & 6 i � . : I : 'i , . 1 1/2w - V-Ow io-HEAD I .--. -s-- ''--- -. .--------. --------- .-. -- . . -- - -- - --- ,-- * - , - - - ,-- - -- -- � , I . - � ' I S�" 2 CCM2064 j 1 -99* X Y-3-5/8' X 2 1 . . ; i , T&Lf CLk,6i : � .1 WOOD SHMKM WOOD SHINGLES--,,, 1 1/2" me I'-O* - . 1 I 2/A3 & 3/A6 ! . I I :.1 .- . . �, DBL 2XIS 0 JAMB -- - � IN BAY CONFIGURATION 1 MARVIN CCMP5664 ! 4!-Sg' X 5-3-Va�*..-A-------..----.- ... - - I . . . -1 . -- .,.- ... - . I— . . DRAWN BY: DATE: � . - . "... , ., . - . - . .-.----. . .--,-- --- ' I �, . .I. . ----- �-- I � - F-- � - 1 4. 5 & 6 � . .... . SEALANT-, -T&G PANELING SEALANT---________ T&G PANELJNG - i DBL 20 0 JAMB - . - ---- I K � CLAD ULTIMATE D.H. : MARVIN CUDH3628 � S-15S 3/80 X 5-4 7/8 WAL ,. DqL 2X6 --.- --�- -CA-SING I --- - - I . ! I '. - . . I . - . --- - . ---.--. -...-.-------- ---- i . - - I I . - : � , - ---- - ! i . I -,---� I CASING 1 -- . - - L I DOL CLAD ULTIMATE D.H. ' 2 MARVIN CUOH3228 124-72 3/8' X V-4 7/1r � 1. 2 & 3 1 PRM 5w SM POCITT WrWEEN WITS APPROVED BY: - I . I DOL 2X4 0 JAAIIB __WOOD STOOL BELOW - : I I . I -I - . -.. �-I -- ------- - -,. . 4..-. - . ----- ---- - t - - -- - --�- --.--.---. . .---- -----.-.-I-- - I .- . - - -".� - .. - . �. - *---- -.-- WOOD STOPS---'- I ; WAL � 1 5/4 X 40 CASING 5/4 X e CASINMG-- , I .--- - - M � CLAD FULL ELIPTICk , MARVIN CFELP3248 ; 2'-g' X 4'-l' i 1. 2 & 3 SEE ELEVATION FOR UIE CUT . I I 1 . . \' 1 5/4 X 4- CASING- -- -I CASING I I I WOOD STOP I I I , --.-..--..-�- -- ----- -- --- � . . . . 1. -CASING I I -----uSING I -- .-.- ---' 1 1, �1 ! ..1- _ �- -- --1 --11 - -4 - -.. . . - --I -- ---- - --- - I- -- --- -- --- -- -- - -- -- - - . . . I , . A /4 X 4* CASING -- I �-----] N ! DBL CLAD ULTIMATE D.H. 1 2-MARVIN CUDH3628 i 24-6 3/8' X 5'-4 7/8" � 1, 2 & 3 � PROAX 5* STUD POCIV UWEEN UNITS PROJECT NUMBER: I . ---' ;-I I . . . 1 ---4--- - -------- -- -1-4------.I-,. - 1-� I I .--.- ---- - - --- --jr- - �--.------- --- .----t-------, I � . 11. I SEALANIT---' SEALANT I ; � 16-JAMB I . - . i DOM------- ---- 0 1 CLAD ULTIMATE D.H. 1 MARVIN CUDH3628 i S-65 3/$' X 5'-4 7/8' 1 1. 2 & 3 . 9920 � .. I -----..�i - - I � e .1. I I "-� MARVIN a-Q DOOR--- 14-JAMB 1 1/2' = 1'-O' I— 4- - - , -- -4 - -- -- ------ -.--.-------- - r -- -- -------- - -- - - - .. . --- .. ,�. , I . . . I CLAD WOOD---- , �i JAMI!I EXIIENSION I T I � 1 1/2* - V-Ow * It -- - - - , t I . . I , CLAD WOOD P CLAD ULTIMATE D.H. � MARVIN CUDH3628 ! S-65 3/8*X 5*-4 7/8' 1 1. 2 & 3 1 1. . .. ,. 1, , I I i - - . .I- - - - ---..- - .--.-- .-.-. -- .-.---- -- , -- -- --- - - --- -- --- - ---- .. ..... - PROJECT NAME: . . , WINDOW I WINDOW I 7. - . . I . � ff Q 1 LAD U 1, 2 & 3 i I . I I : C 28 � S-65 3/8' X 5-4 7/8* 1 1 . . . ! � RENOVATIONS TO RESIDENCE FOR . . ... ..I- -- - -- - - -- I -- - - - - -- ,' - - - ... . � .. ...- -.. . . -- . - . - - .. . -.-- - � . ! 11. .. . 2-JAND 5-JAMB 8-JAMB R ! CLAD ULTIMATE D,H. � MARVIN CUDH2418 1 2'-65 3/8' X 2'4 711r I 1. 2 & 3 i - . - � - -�----- ---- -- - " - - ------�------� -4 -- . . I -�- -- .--.-...1-� -.1.. -.. .. I MR. AND MRS. ,, ;. ' ' ----- -- - '- - - - - T -- - , - - : .� 1 1/2" -a 1*-O* I 1 1/2* - l'-e 1 1/2* - I'-Ow' S I CLAD ULTIMATE D.H. ; MARVIN CUDH3628 ! S-55 3/8' X 5'-4 7/3' 1 1, 2 & 3 ! I --�- � -I---- --- .. .1. � � , ,, , - ,,-,,t , - ---- -- -- -- 4 ----------- - -- ...--- -- -�- - - -------- -- - --------- --------- - -- - ROBERT CLEMENTS I i . .1 ., . . 11-JAMB, T � CLAD ULTIMATE D.H. , MARVIN CUDH3628 1 S-65 3/8' X 5'-4 7/8' 1. 2 & 3 � I . 1. . . CLAD WOOD------ " CLAD WOOD---__ i 1 1/2" - i#-ON - - .I--�--------- ----.--..-- , . - - - - - -- -- T- ----------- - ---- --�.......--------I-- 4 i- -- . ----,-------------------------------- - .- --.----- � I .-, I I - LI 1 CLAD ULTIMATE D.H. ' MARVIN CUDH3628 � S-65 3/8' X 5'-4 7/6- ! 1, 2 & 3 1 1 woo" womm DOOR -.---,--___ ; t : I .1 - I � i .--,� . .--�- - -- 4- -1 - ...- -----+----- -- ---.- - - i -- --.----,-..---- --..--- --.---.- .'.. I I % . � ., .I I i I I i I . . I : i WOOD STOOL NAT. GUARD i I , 1739 BEACH AVENUE I i i ------..--..--4- - -- - - ---. .- --.----..-.--..-..-----. -..--+---------- -------'...---4-.--. .-..-...- ---�--�.--.�...' ' ---. . ,.- - I . ; � 4838 WATER RET. I � . . . . I -- MARVIN CLAD DOOR --- , . - - I , i i ATLANTIC BEACH, FLORIDA I. ... . . - . I I THRESHOW WITH--. � 1 1 - 4. I---- ---I.- -- . ,� . - PAN AND HOOK '--� , I . 1 . . ,.-' ' , . _-- APRON . � I , I . . . . ..�-, .........-- -- ,-:., -- . - MARVIN THRESHOLD -- DRAWING FILE NO: -1 �,-, % I .I . SEALANT .. I- SEALANT-'- * - �: . WOOD THRESHOLD.--_--�----- i ---�,L I �, � I . . I , .. � DBL 2XG 0 SILL - ---lk� w -- .. j I. ..I . . -- .6- -I' I --I� BEVEL TO 3/4 . - L----- . - - - ,.1;,I .1 I �... . .. WOOD SHINGLES WOOD SHPW4GLES 7" - " SOLID TRIM AT OUTER-- - -- ..,.;..- .11 .I . I I -T&C PANELING '. '.' ' --.1 --T&G PANEUNG EDGE OF THRESHOLD '- . . , .. . . I 1- SHEET TITLE: . . 1. �-',; �: ,,, AIR INFILTRATION AIR INFILTRATION-- r. ., , �1 5/4 WOOD APRON --- . � "'.I�., I I ... . . , , ! � . WRIER ON BAWER ON ,. .. . -.00 1 I 1 / . � : ,� 0�.1, ., 1 1/2"' SWATHM 1/2' PLYWOOD .: - F-R-19 INSL& I 1 SCHEDLLESAND I., I ; DETAILS . . . I I . . . , . I .. I ; ,. - 1, I . 42 u I ,,, . � , . I . . ". , 31011111111 9-THRESH 12-THRE2"nj "... . . . .1. ae-ISILL, SHEET NUMBER: 1;1.*,�.. I .1 I . .. I . . . f 1/f em 11-00 I I/2* - I'-W 1 1/2' - l'-On 1 112" = l'-O" . I I ,� . . . . I . , I . ,-: ,� I . . A 4 , , . , . - , , I I I , , , , , "." �, - 0 i , I . --, "I'"'' I 1 �� 1 / � I I I I " I I I , I - � I 11, I - , 1� & I I A I , I �i I T I I !:�� I I I I I I I I I 0, ,.**- , """ -- �,o . T I' I, - - I I , , ,I , --- ?,I LL] I � � --� I i . �-�-I I -- I I - � - # , ", , -�� i I i I , � " 'I I . i I �, I I i ,; - ---1,4 117 ", 1; . I ; , , I I I 4-1 I I � I - I I : I 4-w7J 11 , �-0 �� I,- , I I - I ;-yi -��i - I I' I I _u I I v - - I � I I I I I I I I I I I I I A I- "I - .,� "i - . - ,.�"e,, ,.�,'�, � . . - �;.. " � , , . ";,.il 1,I I . . . . : I I . , , , I I � +1 ,..., . 1. . � I. I . . , - . ,�t',"'� ;.,,, 1 --7^jt-- rbec4Ck we. . - I-. ,. . . . t I . � ,.. . . . I 'A, .. . -* .. I I ''.".'% �. , , '. . . . I .. . . I 1 -7 1 �.'111',,..211�* . ,. . I . . . . . -.1 . -,".... ..- . . . � .- � ...11. . . - . -1 .. .-.....---- ..... .... . . - .... - . -,.- . .- .----- . . . -.- -- . .. .'.I ..,.,.-..- I . 11 1. .- I I- -.-,.T" " - .- '... .. . .-.-.-----.-.. . .------- ---.--- -1-11 -1.11-.. .- . 11. I - - .... 1-1. - ..1.1.-..1-1-- 3 WILLIAM LEUTHOLD A7 ARCHITECT INC. _T7 -Y 2223 OAK STREET EXISTINIG CHIMNL JACKSONVILLE, FLORIDA 32204 7. RECONSMCT ROOF TO NEW GABLE END LINE OF OLD ROOF FRAMING (904) 388 3 PCS SEMCO RTPGA82 2 PCS SEMCO RTPGA824 FROM KM TO POST EACH SIDE (TYP) DEP NOTES: FILL IN, FIEMOVED WINDOW t SHALL BE SEGMENTED INTO 5' X 5' MMAAXXW"JM PAN .-,..—.,-NEW WINDOW AND SHUTTERS PORCH TO BE ...... ALL STRUCTURAL WORK IS TO BE DESIGNED TO THE FOLLOWING: REN(WATED. —WOOD SHINGLES I L J __j 1 PC SEMC0 RS150 0 16' O.C. FROM EXISTM STRUCTURE 20 1 -VEL STUDS SECONC) LEVEL M FIRST LE PLANS AND SPECIFICATIONS SHALL BE IN COMPLANCE WITH THE STANDARDS ESTABLISHED IN SECTION 160-33.007, FLOR% SHALL BE RETAINED WHERE POSSKE ADMINtSTRATIVE OWE ARCHITECTURAL SHINGLE 2 PC SSEMCO RS150 SHEARWALL 3 PCS SEMCO RTPGA82# ----NEW WOOD RAILING ROOF REACTIC3N HARDWARE AT CORNERS THE MAIN WAND FORCE REWTING SYSTEMS SHALL BE DESIGNED FROM UPPER TO POSTS. 7- I PC SEMCO RTPGA824 EACH IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS PAINTED WOOD TRIM FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SIDE OF OPENINGS (Typ) LINE OPF OLD ROOF FRAMING 3 J' ' 1. 1 . 11 . 1! 1 THE Wft LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED j" T&G WOOD FLOOR A7 OF I 10 MILES PER HOUR. Luu T T NEW BAY ENTRY THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THEIR ' If,i- ... 1 1. 1 i l. . . ". I . A- I X PAINTED WOOD TRIM 1 1. A ., USE INCORPORATED WO THE DESIGN AND SPECIFICATIONS IN IT __IrT ACCORDANCE WITH ANSI/ASCE 7-M, MINIMUM DESIGN U)ADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND I mw-- T, T-T' THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED WOOD SHINGLES 2 PCS SEMCO FrrPGAB24 EACH SIDE (TYP) OF 110 MILES PER HOUR. 0 'T 1 -4- WITH A MAXNUM OF A 40 WATT BULB. ALL FIXTURES SHALL BE GLASS AM FRAMING REMOYE DOOR AND ALL EXTERIOR UGH'TING VISIBLE TO THE OMAN SHALL BE SHELDED 7'7 4 I X PAINTED WOOD TRIM CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE 9-1ALL BE WHITE SAND APPRNED BY THE DEP. BRICK CAP PILASTER T T- -T 7 T1_ L_j 6m EAST ELEVATIQN WEST ELEVATION, 1/40 as Im—Ow 1/4' NEW PREENGNERED ROOF TRUSSES 0 24ffi O.C. EXISTING STRUCTURE A7 3 PCS SEMCO RTPGA824T FROM �BEAM M SUPPORT NEW ROOF NO FRAMING OVER ...... EXTENDED AREk SEE PLANS--,---. RECONSTRUCT ROOF TO NEW GABLE END 2 PC SEMCO RTPGAS24 EACH PCS SEMCO RTPGA824 FROM SIDE OF OPENINGS (TYP) BEAM TO POST -7 1 X PAINTED WOOD TRIM 2 PCS SEMCO RTPGA824 EACH SIDE (TYP) WOOD SHINGLES T NEW VANDOWS T L FILL IN EXWINIG WINDOW -T N r NEW WOOD RAILING -Lll': -17 T 7 L 07, L_J§CE J` v 71 -7 --1)( PAJWED WOOD TRIM LINE OF EXISTING PORCH END 14 i I '.. P.T. WOOD FLOOR I PC SEMCO RS150 0 16m O.C. FROM--- I I L 2 OVERFRAME ROOF SECOND LM TO FIRST LEVEL, STUIDS 3 PCS SEMCO RTPGA824 FROM A6 3 PCS SEMCO RTPGA824 UPPER POST OT LOWER POST 'H IT Y T rt 1 PC SEMCO RTPGA524 EAC I X PAINTED WOOD TRIM NEW EXTENSION FOR DINING ROOM SIDE OF OPENINGS (TYP) FROM BEAM TO 04 (TYP) 2 PCS SEMCO RTPGA824----. EACH SIDE (rm) WOOD SHINGLES WOOD SHINGLES PERMACAST COLUMN NEW BAY T 2 WINDOW IN EY FILL JSTING WINDOW 21 i_L _T' A. BRICK CAP LT .-WOOD T M -WOOD T J NEW WINDOW WITH FLOWER BOX SOLID WOOD CAP .-IX PAINTED WOOD TRIM Lj 7' 111 111 , 1'2 i 1 4 -i � J_ 777 1,AT N,� -4 T BRICK PILASTER 7 - 7'1 WOOD NGLES NEW BRICK FMDAWN WALL ! � j 7 DMING, BRICK FOUNDATION WALL--, AMENDMENTS: 17,7-t: NO: ITEM: n 4X4 P.T. SYP #2 POST WITH I PC SEMW MP" I" PORCH EXTENSION. SIX PLANS J 15QUTH ELEVATION BASE M FOUNDATION. CDFINAL 10/17/00 s. 1/40 1#-0" EXISTING STRUCTURE NEW PREENGINEERED ROOF TRUSSES 0 24* O.C. ---------- A7 RECONSTRUCT ROOF TO NEW GABLE END NEW ARCHITECTURAL SHINGLE A7 ROOF AT ENTIRE HOUSE DRAWN BY: DATE. MAM/WAL 10/9/00 -COPPER EAVE DRIP APPROVED BY: WAL r 2 PCS SEMCO RTPW24 PROJECT NUMBER: -�j L EACH SIDE (TYP) LI WOOD q*NGLM 94XX f_1 T T I X PAINTED WOOD TMM (Rk) 7 7' s PROJECT NAME: Lill ji �L _1-1 - i � . ; NEW wow W.ING— 4 i, I" NEW RESIDENCE FOR L I X PAINTED WOOD TRW MR. AND MRS. 7L7 I PC SEMCO RS150 0 16" O.C. FROM 1, 'TUDS SECOND LEVE TO FIRST LEVEL 5 T&G WOOD nDOR lilt I ROBERT CLEMENTS jm�� 2 PC SEWO RS150 SHEARWALL L 7 REACTION HARDWARE AT CORNERS I X PAINTED WOOD TRIM T 2 PCS SEMCO RTPGA824 EACH SIDE 1739 BEA H It WOOD SHINGM T— :-1 , : ATLANTIC BEACH, FLORIDA L, T MEMO T ... ... DRAWING FILE NO: 11 X POJNMD WOOD TRIM 4 F 0020\CLEMA05EL A T Lb SHEET TITLE: _T T LL BRICK PILA" ELEVATIONS SHEET NUMBER: NORTH ELEVATION. 1/4* l'—O* A 5 (73ci 'Beckck -�W-e N, ... ....... -.-NEW ARCHITECTURAL SHINGLES OVER 30f FELT WILLIAM LEUTHOLD MATCH EXWING ROOF SHEATHING SEE STRUCTURAL ARCHITECT W. 2X4 OUTLOOKERS 0 24w O.C. 2223 OAK STREET ---- PREE14ONEMD WOOD 11WSSES 0 24" O.C. CONT 2X4 SUB-FASCIA JACKSONVILLE, FLORIDA 32204 (004) 389-5458 CONT 2X6 FASCIA CABLE END TRUSS DEP NOTES: R-30 M 9ATr &MLATION IN X' OWING. SEE STRUCTURAL 5-ST1 CEILINGS WHERE ACCESSUE ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE SHALL BE SEGMENTED IWO 5' X 5' MAXIMUM PANELS, 2X6 P,T. SYP #2 OUTLOOKERS TO MATCH EXISTING RAFTER TAILS ALL STRUCTURAL WORK IS TO BE DESIGNED TO THE FOLLOWING: -> T , - ; - ------- PLANS AND SPECIFICATIONS SHALL BE IN COMPLIANCE WITH THE DBL 2X6 PLATE STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA .5/4 WOOD TRIM -WOOD SHINGLES TO MATCH EXISTING ADMINISTRATIVE CODE. OVER TYVEK OR EQUAL OVER WALL THE MAIN WIND FORCE RE9STING SYSTEMS SHALL BE DESIGNED SHEATHING BY STRUCTURAL IN ACCORD4NCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS 7 1 REMOVE EXISTING WALL AND CONT 2X6 12 SYP PLATE FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WIT14STAND -7 --2X6 FRAMING 0 16* O.C. MATCH EXWM ROOF FRAMING AND nNSHES THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED EAVE VENTS OF 110 MILES PER HOUR. WOOD SHINGLES TO MATCH EXISTING OVER TYVEK OR EQUAL OVER WALL SHEATHING BY STRUCTURAL THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-0. MINIMUM DESIGN LOWS FOR 2X6 SPF #2 WALL FRAMING 0 16- 0,C. BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND EXISTING WALL FRAMING THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED AND FINISHES 6 OF 110 MILES PER HOUR, ALL EXTERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE SHIELDED WITH A MAXIMUM OF A 40 WAIT BULB, ALL FIXTURES SHAU BE CLWLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. I V.76'..�i ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DEP. CONT 2X6 PLATE CONT 2X6 #2 SYP PLATE COPPER FLASHING NEW ARCHITECTURAL SHINGLES OVER 30# FELT 2X6 FRAMING 0 24* O,C, EXISTING 2XI2 FRAMING TO REMAIN SEE STRUCTURAL FOR CONNECTIONS EXISTING WALL FRAMING-,-__ AND FINISHES 5.25* X 9.25* 2-Oe r PARAiM PSL, AM A— EXISTING WALL FRAMING AND FINISHES I PC SEMCO 6HPGA21O AT j, j 5/4 TRIM ENDS OF EACH EXISTING JOIST 'CONT 2X8 HEADER MARVIN DOOR SEE SCHEDULE FURR WALL AT CABINETS BASE BEYOND P.T. 2X SILL EXtSMG FLOOR FRAMING TO REMAIN P.T. 2X FASCIA DBL 2X8 SYP #2 RIM JOIST E)OSTING FOOTING AND FOLMDATION -2X8 PT SYP J2 FLOOR JOIM 0 240 0,C. ...................... V7A -BRICK VENEER EXISTING FOOTING CMU P% AND FOUNDATION FOUNDATION WALL FILL ALL CELLS WITH 4 WALL X 24' COW CONC FOOTING 2 #5 CONT, w JECTION 4/AO ALL BOT. OF FTG. EL. 1/2* 1*—Ow FF. EL. 18.9' 2'-Ow -WOOD SHINGLES COMER FLASHING NEW ARCHITECTURAL SHINGLES SEE STRUCTURAL FOR FRAMING WALL , §EC 5/A6. OVER 30# FELT AND CONNECTIONS 1/2' I'-Ow AMENDMENTS: ----5/8- CDX PLYWOOD ROOF R-30 FG BATT INSULATION NO: ITEM: DATE: SHEATHING. NAIL WITH 8d .-MATCH.-,., COMMON WRE NAILS AT R-19 FIG SAT I T INSULATION -0' -6- CDFINAL 40 O.C. AT EDGES AND _.-.--NtW ARCHITECTURAL SHINGLES ...2'— . 10/17/00 4' O.C. IN FIELD. I OVER 30# FELT ---2x5 SYP #2 RAFTERS 0 16* O.C. J.-NEW ARCHITECTURAL SHINGLES 2X8 #2 SYP FRAMING 0 24* IO-C, 11 i;;;ijj 1111, OVER 30# FELT HURRICANE CUPS. SEE STRUCT. ,SEE STRUCTURAL FOR CONINEC;TIONS I X6 T&G WOOD COMMM 2X6 #2 SYP FRAMING 0 16- O.C. MATCH EXISTING RAFTER TAILS --T&G WOOD PANELING AT 40 -SEE STRUCTURAL FOR CONNECTIONS ON E)CSTIING FRAMING WALLS AND CEILING COPPER EAVE DRIP DRAWN BY: DATE: 4X8 #2 SYP SLAM I ----IX TRIM Ili 6.1 co WAL 10/9/00 FASTEN BEAM TO 1 X PAN= TRIM 4X8 #2 SYP BEAM 4X4 POST WITH ML14--- ... DBL 2X6 #2 SYP PLATE 5/4 TRIM APPROVED BY: ADD 2 PCS. 1.75" X 111.250-�' 3 PCS SEMOO COLUMN AROUND 2.OE PAPALLAM PSL BEAM WAL MPGA524 (TYP) TO EXISTING 6X8 PORCH HEADER P.T. 4X4 SYP #2 POST CONT 2X8 #2 SYP KAM. SPUCE EACH LAYER PROJECT NUMBER: WITH 3 ROWS I 6d COMMON NAILS AT 160 O.C. -WOOD SHINGLES TO MATCH EXIISTING a 0020 OVER TYVEK OR EQUAL OVER IWALL ao SHEATHING BY STRUCTURAL. MARVIN WINDOW I � PROJECT NAME: 2X6 #2 SPF FRAMING 0 160 (O.C. SEE SCHEDULE 0 FASTEN POST M FOUNDAIM WITH NEW RESIDENCE FOR I PC SEMCID 1 1/20 THICK MAHOGANY MP44 (TYP) 'SEAT/CAP WITH BULLNOSE EDGES MR. AND MRS. 3/4" PLYWOOD SHEATHING ROBERT CLEMENTS DBL #2 SYP 2X4 ............... 4 TRIM ----P.T. 2X4 FRAMING 0 16w O.C. 2X4 SPF #2 FRAMING -1/2w OSB SHEATHING -0 16" O.C. QD P.T. CEDAR SHINGLES -BASE BEYOND 1739 BEACH AVENUE j I FF, EL, 21.92' # -::-- CONT P.T. 2X4 PLATES ATLANTIC BEACH, FLORIDA ------------------ - ----- 05 CONT � :)z ---BRICK VENEER BRICK VENEER u BRICK VENEER DRAWING FILE NO: 0020\CLEMA06WS #5 VERT TURN 250 INTO SLAB --CMU FOUNDATION WALL FILL ALL CELLS FILL ALL CELLS WITH CONCRETE CMU FOUNDATION WALL FILL ALL CULS --10' X 24* CONT CONC F0011NOG 10* X 24" CONT CONC FOOTING SHEET TITLE: 100 X 24' CONT CONC FOOTING --WITH 2 #5 CONT. WITH 2 #5 CONT, WITH 2 #5 CONT. BOT. OF FTG. EL. BOT. OF FTG. EL. .0� BOT. OF FrG. EL FF. EL. 18.9- FF. EL. 18.9' FF. EL. 18.9' WALL SECTIONS 2'-0- 2#—Oo 2#-Om 4'-3 1/2' SHEE7 NUMBER: WALL SECTIQN VAID WALL SECTION 2/ WALL SECTION WAS 1/20P 10-00 1/2' 1--Ow 1/2w 1'-0" A6 -7 r&cLc4\- Vwf - WILLIAM LEUTHOLD ARCHRECT W. 2223 OAK STREET JACKSONVILLE, FLORIDA 32204 (904) 389-6456 GENERAL NOTES: 2X CEW #2 X OWING AT FASTEN WITH 4-16d COMMON NAILS EACH END 5/80 CDX PLYWOOD ROOF SHEATHING. -FASTEN WITH 8d COMMON WIRE NAILS 2X 10 SYP 02 ROM BEAM 0 4" O.C. EDGES AND IN FIELD. O.C. 2X8 SYP #2 RAFTERS 0 24 2X8 SYP #2 COLLAR TIES AT 24- O.C. I PC SEMCO FAP 18 MATCH ROOF PITCH OF HOUSE FROM WTER TO COPPER FLASHING NDGE SEAM. O.C, 2X8 SYP #2 RAFTERS 0 24 .__._2X6 OUTILOOKERS 0 24" O.C. 2X8 SYP 12 COLLAR TIES AT 24- O.C. CONT 2X6 SUB-FASCIA 2X4 SYP #2 X BRACING AT 2 PC$ SEMOO HCPLR CENTER, FASTEN WITH 4-16d UP FW* RN" EXISTING DBL 2X8 BEAM WITH TWO P.T. COMMON NAILS EACH END 70 HEADER 2X8'S ATTACHED WOOD SHINGLE AT RADIUS -------------------- 1 X SOFFIT AT RADIUS 4' CROWN FASCIA T 1 X6 T&G V JOINT PINE CEILING 3 PCS SEMCO RTPGA824 _f 3 PCS SEMCO RTPGA824 STRAPS FROM HMO BEAM TO POST. FKN HEAM BEAM TO POST. i 7 DUSTING 4X4 INSIDE NEW FINISHES I EXISTING 4X4 INSIDE NEW FINISHES REPAIR OR REPLACE AS REQ'D. REPAIR OR REPLACE AS REQ'D. -SHINGLES OVER HOUSE WRAP DBL P.T. 2X4 WOOD CAP �_WOOD CAP -1/2' OSS WOODTRIM EXISTING P.T. 4X4 WOOD TRIM r__ N'\�Q 77 -BRICK BELOW L PANEL 1 1. -L.]__j L_ _ I PLYWOOD PANEL PANEL MOULD + L "N - PANEL MOULD j L J WOOD GUARD RAIL 36* HIGH DETAIL 4/A7 ZED[] D110131100011 L 1 PC SEMCO UHPCA210 JOIST 'L'--j L L 1/2 1 -00 PCS SEMCO HANM EACH END. MPGM4 STIRAPS DOSTING DBL 2XI 0 BEAM WITH TWO P.T, NEW 2XIO P.T. S`YP J2 FLOOR fT" HEADER BEAM NEW P.T. 2XIO SYP #2 FLOOR "NG o Ir D.C. JOISTS 0 16- O.C. W/ I PC W'S ATTACHED -2' TO Post. 2' -------------- ....... SEMCO UHGPA210 EACH END OR W STRAPS SENGTH AS RM D- _1 X WOOD FASCIA BRICK VENEER fftm POST TO POST _DBL P.T. 2X4 WOOD SHINGLES TO MATCH P.T. 1X6 CEILING SPACED Ln 1/2- OSS WITH 112- GAP BETWEEN 1 ! EACH MEMBER. EXISTING P.T. 4X4 �—DQSTING 04 INSIDE NEW FINISHES C-4 1 i I _.. EXISTING 4X4 INSIDE NEW FINISHES 4 REPAIR OR RBAACE AS REQ'D. REPAIR OR REPLACE AS REQ*D. DETAIL 3/A7 1/2' 1--ow P.T. 5/4 TRIM P.T. 5/4 TRIM P.T. 2X2 BASE "a" Au P.T 2X2 BASE BRICK ROWLOCK CAP BRICK ROWLOCK CAP ....... t -- BRICK VENEER AT BASE 0 fT . BRIM VENEER AT WE - DUSTING DECK TO REMAIN C,4 EXISTING DECK TO REMAIN AMENDMENTS: FIN FLOOR IN LR NO: ITEM: DATE: 77 CDFINAL 10/17/00 001 2'-6* X V-10' X 8' UNREINFORCED 2#-6* X V-10" X 80 UNREINFORCED FOOTING FOR SUPPORT OF BRICK BASE FOOTING FOR SUPPORT OF BRICK BOSE DRAWN BY: DATE: WAL 10/9/00 APPROVED BY: WAL PROJECT NUMBER: WALL sjECMgN I/A7 1/20 it-ON WALL SECTION 2/A7 9915 1/2* - I'-Od PROJECT NAME: NEW RESIDENCE FOR MR. AND MRS. ROBERT CLEMENTS 1739 BEACH AVENUE ATLANTIC BEACH, FLORIDA DRAWING FILE NO: 9915\CLEMA06WS SHEET TITLE: WALL SECTIONS SHEET NUMBER: 01 A7 Ill I it _I�Qack 7)v WILLIAM LEUTHOLD ARCHITECT INC. 2223 OAK STREET JACKSONVILLE, FLORIDA 32204 46-00 -3585 ...... (904) 388 2 tAla A 7 DED TO REMAIN DEP NOTES: ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE SHALL. BE SEGMENTED INTO 5' X 5' "MUM PANELS. ALL, STRUCTURAL WORK IS TO BE DESIGNED M THE FOLLOWING: Fni ------- PLANS AND SPECIFICATIONS SHALL BE IN COMIUANCE WITH THE 3 0 STANDARDS ESTABUSHED IN SECTION 168-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND FORCE RESISTING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WTH ANSI/ASCE 7-88, MINUN DMIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WM45ANO THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR, THE COMPONENTS AND CLADDING SHALL BE SELECTED AM THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WTWAND i DRILL 6* AND EPDXY 2 PCS 05 X 2'-0' THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED DOWEL INTO EXISTING FOOTING. ALIGN OF 110 MILES PER HOUR. WITH NEW F001ING REINFORCING (TYP 2 LOCATIONS) ALL EXTERIOR UGifTING VISIBLE TO THE OCEAN SHALL BE SHIIELDEI) WITH A MAXIMUM OF A 40 WATT BULB. ALL FIXTURES SHALL BE CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. 8- X 8- THICKENED EDGE WITH 1 #5 CONT. 2X6 SY'P #2 FRAM. 0 16' O.C- ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE #5 VERTICAL DOWEL W/ STD 90- BEND. COASTAL ZONE SHALL BE WHITE SAND APPROVED 9Y THE DEP. BEND OVER 250 MIN INTO SLAB. FILL ALL CELLS SOLJD W/ CONC. EXTEND 40 CONIC SLAB OVER NEW FOILINDATION WALL SAINCUT JOINT AS PER STRUCTURAL DETAJL 3/ST2 11*' DRILL 4* AND EPDXY t 14 X 120 DOWELS INTO EXUTING SLAB 0 24' O.C. LF "T '"'-�10* X 24m CONC. FOOTING WITH 12-#5 CONTINUOUS 2#-24- c: u In dD Cl 13 "A AV ,*' 0 DRILL 6* AND EPDXY 2 KS 15 X 2'-0' a ALIGN DOWEL INTO EXISTING FOOTING (TYP -,,WITH NEW FOOTING REINFORCING AMENDMENTS: 2 LOCATONS) .7 NO: ITEM: c%i CDFINAL 10/17/00 DRILL 4* AND EPDXY J4 X 12m DOWELS IWO EXISTING SLAB 0 24m O.C. 2 END OF EXIS'nNG ROOF 2 SAWCUT JOINTS r X 80 TWKENED EDGE WITH 1 #5 CONT. EXTEND 4" CONC SLAB 2X8 SYP #2 RAFTERS AT DRAWN BY: DATE: OVER NEW FOUNDATION 16" O.C. TO MATCH IVIAM/WAL 10/9/00 WALL —t-FEXISlING AT PORCH Y^5 **%, APPROVED BY: - 1 WAL `10' X 24" CONC. FOOTING WITH 2-05 CO"NUOUS PREENQNEERED PROJECT NUMBER: X-7* 80-9" WOOD TRUSSES AT 24" O.C, 0020 #5 VERTCAL DOWEL W/ STO 99 BEND. BEND OVER 25' MIN INTO SLAB. PROJECT NAME: 2'-0* FILL ALL CELLS SOOD W/ CONC. Lft- 2X8 STP #2 OUTLOOKERS�" MATCH EXISTING EXTEND 4" CONC SLAB AT 16* O.C. FASCIA AND TRIM RENOVATIONS TO RESDENCE FOR OVER NEW FOUNDATION INSTALL 3 PCS GABLE WALL '00114� END X-BRACING AS PER MR. AND MRS. ROBERT CLEMENTS STRUCTURAL DETAIL 5/ST-1 Y�3 'A A A DRILL 6' AM EPDXY 2 PCS #5 X 2'-0* THIS ROOF OVER SECOND FLOOR EXTEND WOOD FRAMING DOWEL KTO DaSrft FOOTING. ALIGN 1739 BEACH AVENUE AND WOOD :FLOOR Wrffl NEW FOOTM REINFORCING (TYP OVER NEW FOUNDATION 2 LOCATION) 2X4 STP #2 OUTLOOKERS- ATLANTIC BEACH, FLOWA WALL AT 24" O.C. F DRAWING FILE NO: a 0020\CLEMA08FDNP 10 10' X 24' CONC. F001M WITH HO)LD GABLE END TRUSS 2-45 cmrwAw DO)WN 3 lj2w TO RECEIVE �"�05 VERTM& DOWEL W/ STD W SM. 2X44 SYP 2 OUTLOOKERS am OVER 25* MIN INTO SLAB. FOUNDATION AND FRALING PLANS FILL ALL MIS SOLO W/ GONG. 2X6 SYP #2 RAFTERS 0 16" O.C. FOUNDATM. -PLAN, ROOF FRAMING PLAN SHEET NUMBER: 1/40 l'-O" F3- 3 I F WILLIAM LEUTHOLD ARC+*MCT INC. 2223 OAK STREET JACKSONVILLE, FLORIDA 32204 -3585 (904) 388 T CH Ulm EXISTINIG ADJUSTABLE SHELVES + 7T I X8 T&G V-JOINT 11110 T*G %LwJW' i v PA PANELING HIM poou IN WL WNDOW H 4- - ....... WINDOW G ovEN CASING-1 -2 r .... .. BAY DOOR UNIT DISHIIIIIASHE R TWABLE CORNER TION 1/A3 SEE SEC I CABINET j ___J L ___J ------ 1L L BASE-1 W" SHOE MOULD m mom 4-3! 2*-0& 2'-0' 2*-Om J-0- 1'-10 1/2- V-10 1/2' 11-66 1 2 1-86 NT 9LEVAI[ION I INTERIOR ELEVATION 2 1/2w 1'-0o KITCHEN 1/2' 1'-0' KITCHEN/BREAKFAST CM CROWN lo lo 11 ADAIStAKE mvES TILE OR STONE of TRIM AT SHOWER TILE OR STONE lk lo TRIM AT SHOWER DOOR WOW WAOU A= tck=== = = : I DOOR WOOD WALL RECESSED MED -TOWEL BAR owes CABWIS CABINET WITH WNW C_ GUM GLASS in I X8 PAM! 04LLS SHOWER SHOWER Go wmis—, G" WALLS,—- DOOR DOOR AND LP TOP STONE TOP AND,, SPLASH SPLASH Ll I- N, 11 __WC WAM DRYER SHOE MOUILD�,, SHOE MOULD--, BASE-11 -BASE I ftL---19LUI - 3 E"�A Nle 9LEVI., INT. ELE I, 41�fl' 1/2* _Omp LAUNDRY 1/2' 1'-0" LAUNDRY 1/2& 1@-Ow BATH 1/2m 1 -Do BATH 'k 4b om cm" COVE CROWN CM CROWN-- A _Cm Cww TO .,---COVE CROWN TO 7 mer.N omlw A MATCH ExmnNG I X8 T&G WOOD 1 X8 T&G WOOD PANELING 1 Xg T&G V-JOINT PANELING PANELING lk CASING I CASING I _---CAW I I i AMENDMENTS: RECESSED MED-- CABINU WITH Cmw wm -.—TOWE BAR NO: ITEM: DATE: I MIRROR ODI ----MARVIN OVAL WINDOW lX8 PANEUNG— CDFINAL 10/17/00 IX8 PANELING-- - GLASS SHOWER STONE TOP AND DOOR CASING 1 STONE TOP AND SPLASH ILI STONE MP W --.STOW TOP AND SPLASH AT TUB SPLASH AT TLIB wom mw WOOD FRONT sa CABINETS I CA81INETS DRAWN BY: DATE: WAL 10/9/00 WOOD PANELED Tw APPROVED BY: SHOE Mm SHOE MOULD FRONT. PROVIDE ACCESS 10 MOTOR AND PUMP. L LI WAL BASE-1------- BASE-I -BASE I t PROJECT 0020 PROJECT NAME: FmLEMATIQN 7 INTERIOR ELEVATION 8 INTERIOR ELEVATION 2 INT. ELEV. 10 a it—W RENOVATIONS TO RESIDENCE FOR MASTM BATH 1/2* - V-08 MASTER BATH 1/2w 1#-Ow MASTER BATH 1/2" 1#-0' BATH MR. AND MRS. ROBERT CLEMENTS 1739 BEACH AVENUE ATLANTIC BEACH, FLORIDA DRAWING FILE NO: 0020\CLEMA09 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: Ag L__--_=7 j__ -F�1111� ')�e� (We - WILLIAM LEUTHOLD ARCHITECT INC. 2223 OAK STREET JACKSONVILLE, FLORIDA 32204 (904) 388-3585 A DEP NOTES: ALL C014CRETE SLABS USED FOR PAVft IN THE COASTAL ZONE SHALL BE SEGMENTED INTO 5' X-5' MA)QMU[M PANELS. owp ALL STRUCTURAL WORK IS TO BE DESIGNED TO T14E FOLLOWING: PLANS AND SPECIFICATIONS SMI BE IN COMPLIANCE WITH THE aw' STANDWDS ESTABLISHED IN SECTION 166-33.007. FLORIDA ADMINISTRATIVE CODE THE MAIN WIND FORCE RESISTING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6,.M WITHSIAND THE WIND LOADS ASSOCIATED WITH A MINIMUM a4SIC WIND SPEED OF 110 MILES PER HOUR. REUSE EXISTING FIXTURES AND A RECEPTACLES IN EXWNG LOCATIONS THE COMPONENTS AND CLADDING SHALL BE SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AM SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 011 BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM EIASIC WIND SPEED WP ALL EXTERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE SHIELDED 1 WITH A MAXIMUM OF A 40 WATT BLLB. ALL FIXTURES SHALL BE CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING THE FINAL PLANS. A 40 ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DEP. SEE STRUCTURAL SHEET ST-1 FOR SHEARWALL SPECIFICATIONS. WALL FRAMING. NUMBER OF FULL HEIGHT STUDS EACH SIDE REUSE EXtSM FIXTURES AND RECEPTACLES 3z OF OPENING AND STRUCTURAL REQUIREMENTS. IN EXISTING LOCATIONS. INSTALL FWSH TELEPHONE OVILEM IN EX5TING LOCATIONS. L V- 11 REWIRE AS REQUIREID �3 B ELECTRICAL LEGEND ............ B A PRESCOLI`TE IBXTP WITH TB-15 A TRIM AND 75W R-30 LAMP PRESCOLITE IBXTP WITH TBW-13 --------------- TRIM AND 75W R-30LAMP C PENDANT FIXTURE BY OWNER W/1-10OW A-19 LAMP B PROV11DE POWER WG Fl PRESCOLIT`E 9466 SATIN GLASS OPAL D TO WPHIRLPOOL DECORATIVE SCONCE BY OWNER BATHTTUB E 3::� SHIELDED 40W TO MEET TURTLE CODE. A F c== PROGRESS *HIDE-A-LITE" B -30WB TRACK SYSTEM T8500 -0- -A-LrrE II* P7520-30 K 4� PROGRESS *HIDE B UNDER CABINET SURFACE MOUNT TELEPHONE OUTLET tn 4A B CABLE TV OUTLET Wp LIGHT SWITCH $3 3-WAY LIGHT SWITCH $D DIMMER SWITCH B 5 A $j AUTOmA-nc JAMB SWITCH 1 10V DUPLEX OUTLET 1 10V GROUND FAULT DUPLEX OUTDOOR OUTLET 8 E ro isT FL SHOWER B wp 110V WATER PROOF GROUND X FAULT DUPLEX OUTLET Ov NUTONE QTlOOL FAN/UGKr E A WIP B C G SL GFI AMENDMENTS: 3 \ ,\ - i C NO: ITEM: DATE. CDFINAL 10/17/00 PROVIIDE WATER. DRAIN AND POWER TO W/D C lie VIENT DRYM UNDER FLOOR THRO" FO~710N WALI- 6w— x PROVM W. DRAWN BY: DATE: WAL/SJVL 10/9/00 PROVIDE WATER AND POWER APPROVED BY: TO RETW 4p WAL 3 B IX 40 PROJECT NUMBER: 0 F : 020 -PROvff POVIIER TO COOKtOP PROJECT NAME: RENOVATIONS TO RESIDENCE FOR 8 C FLOOIR THWW a C C PROVW ,CV. CAP. MR. AND MRS. PROVIDE WATER ROBERT CLEMENTS POWER & DRAIN PROVIDE POW TO DtSHWASHER TO OVENS --i - 1� . IF 1739 BEACH AVENUE B F ATLANTIC BEACH, FLORIDA dh (lb C3 low L-- DRAWING FILE NO: 0020\CLEME01 SHEET TITLE: ELECTRICAL PLANS FIRST FLOOB MgMICAL PLAN SECOND -FLOOR ELECTRIQAL PLAN 1/4w 1 6-Ow SHEET NUMBER: 1/4 l'-O E I F3 rE I x -7 'REVISI ON S B Y) 200 SYPP2 ULIDGER. FASTEN TO UPLIFT CONNECTOR AT _P 1,:' 4)MMON UPLIFT CONNECTOR SCHEDULE ..,OW 8d C PCS 16d TOP AND B01TOM OF NEW WALL FRAMING w/6 STRQQIU86L NOTEj. ,.,NAILS 0 Y O.C. COMMON NAILS 0 is" O.C. 8pcs 12d COMMON NAILS AT EACH EACH STUD, SEE SCHEDULE (6CH WALL STUD) CEILING JOIST TO RAFTER INTERSECTION MEMBER SUPPORT SEMCO CONNECTOR DESIGN IN ACCORDANCE NTH REQUIREMENTS OF THE 1997 STANDARD BUILDING CODE, ASCE 7-88 WIND LOAD ANALYSIS (1)SEMCO FAP18 CDX PLYWOOD 2 1. LIVE LOADS ROOF SHEATHING FASTENED WITH NUMPER OF FULL COMMON RAFTER: DBLTOP PLATE 2)HCPLR UNIFORM LIVE LOADS 8d COMMON WIRE NAILS 0. e OC RIDGE BEAM 1)FAP1 8 12. HEI T STUDS HEADERBEAM 2)HCPLR FL(OOR 40 PSF EDGE AND 4" OC FIELD. EA SIDE OF RO)OF 20 PSF SEE PLAN OP ING, SEE 2"x8* SYP No.2 CONVENTIONAL HEADER, SEE PLA OR SCHEDULE 2. WIND ULOAD BASIC 110 MPH ROOF FRAMING, SEE ROOF PLANS JACK RAFTER: DBL TOP PLATE �1�HCPLR MEAN ROOF HEIGHT 15.0 FT CPLR FRAMING PLAN HEADER BEAM 1 H EXPOSURE V NEW 2nd HIP RAFTER (1)FAP1 8 ROOF PITCH 4/12 (18.4 DEGREES) LEVEL FRAMING HURRICANE CLIPS PER UPLIFT HEADER STRAPS, WINDO)W/DOOR DESIGN PRESURE 69.0 PSF END ZONE SEE UPLIFT SCHEDULE HIP RAFTER: DBL TOP PLATE 2)HCPLR CONNECTOR SCHEDULE. HEADER BEAM MHCPUR 53.0 PSF INTERIOR ZONE 4pcs 16d TOENAILS ROUGH OPENING 3. ALLOWiABLE UNIT STRESSES: SEE ARCH A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION 2*x6" SYP NO.2 CEILING OVERFRAMING RAFTER LEDGER 1)HCPLR JOIST 0 .16" O.C. -1 CLIPS OR CRIPPLE RIDGE BEAM 8)FAP1 8 SLAB ON GRADE f'c = 3000 PSI EL. +89 so HOLDDOWN AT STUDS CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI (I)SEMCO BMP28 PITCHED TOP OF PLATE FOUNDATION, (NOTE: INSTALL OVERFF AMING LEDGER BOARD TO EXISTING RAFTERS ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI JOIST SUPPORT SEE SCHEDULE W� 2 ROWS #12 x 3-1/4 ' ROOF GRIP SCREWS NI 1"0 WASHER (1)SEMCO TPP6 0 16 O.C. A EACH INTERSECTION� 8) REINFORCING STEEL - ASTM A615 GRADE 60 2x6 SYP#2 LEDGER. FASTEN TO PORCH HEADER BEAM 4"x4" POST 3)RTPGA824 C) WELDED WIRE FABRIC - ASTM Al 85 Z V) NEW WALL FRAMING w/3 PCS - 16d (2)2x6 SYP #2 TOP PLATE PORCH 4"W POST FOUNDATION �1)ABP44 LAJ TiON _uj < COMMON NAILS 0 16" O.C. D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDI LLJ K Ln (EACH WALL STUD) 2x6 SPF #2 STUDS 0 16" OC WINDOW/DOOR JACK STUDS (EACH (1)RTPGA824 TO 2'-6- WIDE COMPRESSIVE STRENGTH fm = 1500 PSI -r CD Cr_ L7-- Z LLI 0 'G) '-6- WIDE LLI =) HEADERS SIDE OF OPN (2)RTPGA824 OVER 2 r _j < Z LL. E) SOAL BEARING (DESIGN MAX.) 2500 PSF ROOF EJEARING WALLS '< �!-'r HEADER SPAN' TABLE '/2" CDX PLYWOOD FRAMING AND STRAPPIU.Q DBL TOP PLATE WALL STUDS TPP6 016" oc W <io WALL SHEATHING FASTENED w/ AT TYPICAL WALL OPENItiQ F) ALLL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 << 2nd LVL STUDS 1 st LVL STUDS (1) RS1 50 0 16" oc OR BETTER, NTH AN ALLOWABLE BENDING STRESS IN ACCORDANCE uj Eld COMMON WIRE 0 3" OC EDGE m HEADER WINDOW/DOOR JACK WALL STUDS SILL PLATE TPP6 0 16" oc D 0 AND 6" OC FIELD. SEE W17H NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION I]r uj UJ STUDS FOUNDATION 1/2"0 x 10" ANCHOR 13OLTS 0_j MAX OPENING BW AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL Lu cn En_j SYP #2 0-0 SHEARWALL SPECIFICATIONS r3 DETAIL SILL PLATE w/ 2x2x'/e" PLATE WASHER 0 5; 2 2x8 4 1 FOR ADDITIONAL REQUIREMENTS SCALE: NTS 0 24" OC BE SPF NO. 2 (UNLESS NOTED OTHERWISE). O- ZOA 2 2x8 T-0 2 \�ZL_y OCEANSIDE P_QRCH 0 2 200 7*-Ow 2 4. UNLES;S OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER go—ost 2 7_xl 2 2 PORCH RAFTER: RIDGE BEAM �I)FAP`l 8 FOR REINFORCING SHALL BE AS FOLLOWS: 2"x6" P.T. SYP #2 PLATE w/ 1/2'0 x 10" PORCH HEADER BEA 2)HCPLR U) V) < _____j FOOTINGS Sp Z ANCHOR BOLT AND 2x2x'/e" r-r- 0 EXAMPLE OF UNSUPPORTED (UNBLOCKED) 2"x4" OUTLOOKER GABLE END (1)HCPLR SLAB ON GRADE CENTERED Lr- (1)SEMCO TPP6 0 W O.C. PLATE WASHER 0 24w OC BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS a: PORCH FLOOR JOIST PORCH FLOOR BEAM (1)UHPGA28 OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D PORCH HEADER BEAM 4mx4" POST (3)RTPGA824 5. ALL RIONFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE 4' CONCRETE SLAB ON GRADE w/ BY SCHEDULE OR NOTES. TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS WWF 6x6 WI.4xWI.4 OVER 6 MIL 8" CMU STEMWALL, GROUT PORCH FLOOR BEAM 4"x4" POST (3)RTPGA824 AND !SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD ALL CELLS SOLID PORCH 4"W POST FOUNDATION (1)ABP44 SECURELY IN POSITION NTH STANDARD ACCESSORIES DURING PLACING VAPOR BARRIER ON COMPACTED FILL. OF CONCRETE. X_ X—N—X—X blOJES- #5 VERTICAL D L W/ SM 0 .. . ... . . 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS HOOK 0 40" 0 BEND GYPSUM BOARD Ell M —111 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. FOLLOWS 25" MIN. INTO AB OR PLYWOOD/OSB PANEL MASONRY 48 BAR DIAMETERS 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: I M I I . . . .. . . . . . .9 CONCRETE 40 BAR DIAMETERS 10 >� HDP2X 10-10d I Ml I IEEI I M C'j MAIL SPACING AT RTPGA824T 20-10d 7. IF THE FOOTING ELEVA11ONS SHOWN OCCUR IN A- DISTURBED OR SUPPORTED EDGES,___��' - FAP18 10-10dxl'/2" UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. HCPLR 8-8d SEE NOTES OR SCHEDULE EXAMPLE OF PANEL TPP4 8-8d 8. ALL LOAD BEARING EXTERIOR STEM WALLS SHALL BE 00 - 0 BOLT AND 24-16d < EDGE w/ BLOCKING SGP-3 5/8 COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY WERE REQUIRED BY ABP44 1/2- 0 BOLT AND12-16d > UJI Lij F_ SCHEDULE OR NOTES UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING 0 VERTIICAL REINFORCEMENT NTH CONCRETE GROUT. FILL ALL CELLS W BELOVW FINISHED GRADE WITH CONCRETE. z Z z ui Ld ui CONTINUOUS 1 O*x24* CONCRETE - STUDS, ROOF TRUSSES, 9. PROMIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER > g FOOTING wl 2-#5 CONT OR FLOOR JOISTS MEANIS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 3" CLEAR TYP CONSITRUCTION. < 0 2'-Om LIJ U- 10. VERIFW ALL DIMENSIONS NTH EXISTING STRUCTURE. NAILING TO INTERMEDIATE 3f SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING z of u SUPPORT IS 6" OC MAX, UON DRAW(INGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT < WALL SECTION , TYPICAL < V) w NAILING PATTERN FOR SHEATHING SHOWN ON STRUCTURAL DRAWINGS. < m SCALE: -3/4* l'-O* ON ROOF, FLOOR AND SHE6RWALLS 11. THE S-ITRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Z W DETAIL RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, 0 z m PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE w CONITRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR RAFTERS, SEE ROOF HURRICANE CUP, SEE THE FFAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ME 0) FRAMING PLAN UPLIFT CONNECTOR ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2x4 SYP No.2 OUTLOOKER 0 24" O.C. ALIGN 0 Lj r SCHEDULE ONE OUTLOOKER w/EACH X-BRACE 0 _j OR 2x4 BLOCK 0 48" O.C. 12. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE < 0 SCALE: NTS 2x4 BLOCKING 0 4-12d TOE NAILS SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. SHEATHING JOINT BLOCKING 2x4 BLOCK 0 X-BRACE (2 EA SIDE) HURRICANE CLIP 4-16d NAILS ROOF SHEATHING HCPLR 0 EACH PER PLAN OUTLOOKER SHEARWALL_ SPECIFICATIONS 0 SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS 0 -BRACE 016 w O.C. x 2x6 COLLAR TIES w/ 2x4 X AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 8-12d NAILS EACH END, 0 48m O.C. -16d 0 24m OC TOP CHORD OF INSTALL ONE PIECE SEMCO SGP3 W/ 5/a"Oxl2" ANCHOR BOLT AND ONE PIECE GABLE END TRUSS SEMCO RS150 AT EA(CH END OF SHEARWALL SEGMENT. FASTEN THE SGP3 W/ DROP 3 1/2" 24-1 Od COMMON WIRIE NAILS. - FASTEN THE RS1 50 NTH 22-1 Od COMMON 4-12d (2 ES) TOE NAILS-- NOTE: COLLAR -nE TO BE LOCATED WIRE NAILS. NO HIGHER THAN 2/3 THE TOTAL EA. END, FROM BLOCK BRACE VERTICAL MEMBERS TO TRUSS TOP CHORD �Z HEIGHT OF THE RAFTER OF GABLE END TRUSS PER C4 -12d NAILS- TRUSS MFR DETAILS -2 INSTALL 1/2" CDX PLLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x6 SPF 3 12d 4" O.C. FROM SW TYPICAL AT LATEF & BRACE TO #2 STUDS 0 16" OC.. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3" RAf TE.R r COLLAR TIES TYPICAL VERTICALS BLOCK BELOW 4-16d NAILS o.c. EDGE AND 6" o.ic. FIELD. INSTALL SPF #2 BLOCKING AT ALL SEMCO RS150 AT EACH END OF ggWNG RTPGA824 0 48" OC HORIZONTAL JOINTS. INSTALL TWO PIECES 2x4 S 48" O.C. w/14-10d SHEARWALL SEGMENTF TO WALL FRAMING BELOW. FASTEN THE RS150 WITH DETAIL IF VERT. 3 NOT 22-10d COMMON WIRZE NAILS. PRESENT BOTTOM CHORD OF DRAWN SCALE: N TS GABLE END TRUSS NOTE: SEE DETAIL 4/ST-1 FOR TYPICAL SHEATHING NAILING PATTERNS. CCK 4-16d NAILS SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. CHECKED 12d TOE NAILS 0 8" O.C. CCK INDICATES ONE PIECE SEMCO SGP-3 FROM TRUSS BOTTOM CHORD TO DOUBLE TOP PLATE DATE . XX INDICATES TWO PIECES SEMCO RS150 10/09/00 A001119NAL NOILS LE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION "O"�(2)2%6" SYP No-2 INDICATES THE NUMBERZ OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE SCA 168-33.007 FLORIDA ADMINISTRATIVE CODE. CONT 2x4x8' #2 sYPJ 2x4 BLOCKING 0 48" O.C. TOP PLATE WINDOW OR DOOR OPENqING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH AS NOTED LATERAL BRACE 0 48" O.C. BETWEEN GABLE AND FIRST SIDE MINIMUM. ADD SlTUDS AS REQUIRED TO THE EXISTING WALL FRAMING. NO. 2, THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6. w/3-16d INTO EACH TRUSS TRUSS EOO-138 ROM ANSI/ASCE. 7-88 (JULY 1993) . mMINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" BOTTOM CHORD HCPLR CLIP 0 48" O.C. FROM SHEET AND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 KOH. BLOCK TO DBL TOP PLATE TO WITHSTAND THE V 2"x6" STUDS PER PLAN THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE PLATFORM FRAMING GABLE END DESION AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE UNIMUM DESIGN LOADS FOR TiONED IN NOTE 2. BUWW(;S AND OTHER STRUCTURES" MEN r5 DETAIL ST - 1 2 C 0 E I i F I I BAJ 2x' S F VEITi' SCALE: NTS VSHEET 1 OF 2 woo-_ 0111 'REASIONS B Y) 4" CONCRETE SLAB 4" CONCRETE SLAB ON GRADE W/ 6x6 ON GRADE W/ 6x6 STING NEW W1.4xW1.4 WWF OVER EXISTING' NEW-0- W1.4xW1.4 WWF OVER 6 VAPOR BARRIER, 6MIL VAPOR BARRIER, MIL 04CRETE VUSIING 0 OVERJERMITE TREATED EXISTING OFF GRADE OVER TERMITE TREATED 3/4 DEEP SAWCUT wl SLAB ON GRADE, CLEAN COMPACTED FILL SLAS, ON 'GR ADEA CLEAN COMPACTED FILL FLOOR FRAMING ELASTOMERIC SEALANT SEE PLAN Ic x x I —xi EXISTING CRAWL 8wx8m THICKENED NOTE: SAWCUT CONCRETE SLAB WITHIN DRILL 6* AMD EPDXY \-EDGE w/ 1-#5 4 TO 12 HOURS OF CONCRETE PLACEMENT SPACE 'EXISTIK BRICk 1-#4xl'-6" HORIZONTAL STEJMALL CON71NUOUS DOWEL 0 24" OC' (TYP) '/2" CDX PLYWOOD ROOF SIHEATHING, EXISTING BRICK NAIL w/ 8d COMMON WIRE 0 4" OC 8* x 8* THICKENED EDGE STEMWALL SAWCUT SLAB, TYPICAL 12 EDGE AND 4" OC FIELD. -#5 CON11NUOUS w/ 1 SEE PLAN PRE-ENGIINEERED WOOD ROOF TRUSSES 0 24" OC, SECTION DETAIL loi ,**\ SECTION to2 SEE ROOF FRAMING PLAN 3 it—on 3 SCALE: /4 SCALE: /4" l'—O" %%wool \.ST-ZI SCALE: 3/4 V-0 HURRICANqE CLIPS PER UPLIFT cr_ W CONNECT(OR SCHEDULE. EXISTING 1"x6" T&G SYP ROOF DECKING. TOP PLAITE EL. MATCH EXISTING I- Z ujo 8" CMU STEMWALL, =)_j VERIFY FASTENING OF EXISTING DECKING Z U- SEE PLAN 'Ar/ 2PCS-10d COMMON NAILS EACH SEE ARCM PLANS w 3� y_ < <L) VERTICAL REINF.,. RAFTER INTERSECTION. uj 0 _j Z) 0 m EXIS V2 CDX PLYWOOD TING 2"x8" SYP No.2 CONVENTIONAL (2)2"x6" SYP#2 TOP PLATE �K uj UJ ROOF FRAMING 0 16" O.C. WALL SHEATHING FANSTENED w/ 0 _3 Lj V) (n _j 8d COMMON WIRE 0 3" OC EDGE 0 5; 0 z HURRICANE CLIPS PER UPLIFT (1)SEMCO TPP6 0 16 C. AND 6" OC FIELD. SEE z o 0 CONNECTOR SCHEDULE. SHEARWALL SPECIFI(CATIONS 25" MIN LAP FOR ADDITIONAL REQUIREMENTS I- E5 ADD 2 PCS 1.75"01.25" 2.OE PARRALAM V) (n W/ CONTINUOUS Z FOOTING REINFORCING PSL BEAM TO EXISTING 6"x8" PORCH BEAM, 0 SPLICE EACH LAYER w/ 3 ROWS 16d 2"x6" SPF #2 STUD!S COMMON NAILS 0 8" O.C. 0 16" OC EL. AS PER ARCH. EXISTING FOOTING FOOTING & REIN' F., TOP OF EXISTING BEAM 3/4" T&G PLYWOOD, GLUE AND STEMWALL SEE PLAN AND NAIL w/ 10d COMMON 0 6" OC EDGE AND DRILL 6- & EPDXY 2 PCS #5 6" OC FIELD 2%6" SYP NO.2 BoTrTOM x 2'-6" LONG INTO EXIST FTG -EXISTING 6"x8" SYP PORCH BEAM PLATE NEW FOOTING INTERSECTION WZ EXISTING EXISTING PORCH BEAM MODIFICATION AT 16' SPAN EXISTING FLOOR JOISTS, MSEMCO RS1 50 FL(OOR V) TO FL13OR STRAP SEE FLOOR FRAMING z PLAN 0 16" O.C. (TYP.) SECTION AT FOOTING r5"N\ WALL SECTION AT PORCH BEAM - r5 FIN FLOOR EL. -- -- - - - - - - - - - - - - - - SCALE: 3/4 V-0m SCALE: 3/4" V—Ow vzJ1 SEE ARCH < > LLJ LLj 0 C) :D EL. AS PER ARCH. EXISTING SYP #2 PLATE zz: z TOP OF EXISTING BEAM (2)2 x6 ui uj ui 0 > HEADER SPAN TABLE U) _j 2PCS SEMCO, RTPGA816 0 Ld LL EXISTING 6"x8m SYP PORCH BEAM A STRAPS w/ 16-12d HEADER WINDOW/DOOR JACK 1 1 2: COMMON NAILS EACH STRAP SYP #2 MAX OPENING STUDS EXISTING 2"x6" WALIL FRAMING FROM EACH BEAM INTO POST P.T. SYP NO.2 POST -0" < C) (2)2x8 4# 1 V) < m 2)2x8 .59-0#9 2 — LJJ EXISTING CONCREVE SLAB ON 1PC SEMCO ABP44 POST ANCHOR M2AO 7'-0 2 Z z -16d COMMON NAILS AND (2)2xl 2 99-0" 2 < GRADE AND BRICK STEMWALL w/ 16 07- m _j - Lj F! 1/2" DIA. x 6" THREADED STUD DRILLED 40 AND EPDXIED INTO EXISTING CONCRETE SLAB. 7) _j SECOND LEVEL WALL FRAMING OVER EXISTING EXISTING PORCH BEAM TO SUPPORT POST 0 SECTION 0 r6 SECTION r7 3 SCALE: 3/4" 1'-0* SCALE: /4 1'-0" DRAWN CCK CHECKED CCK DATE A001119NALN-0-TES 10/09/00 40 SCALE 4- IN SEC71ON 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED AS NOTED 4;.: 168-33.007 FLORIDA ADMINISTRATIVE CODE. JOB N 0. THE MAIN-I' VAND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, EOO-138 C4 ANSI/AXE 7-1!88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SHEET TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. 1' THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE 8 DESIGN AND SPECIFICATIoNs IN ACCORDANCE NTH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR ST 2 �.7, 8UHANGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. SHEET OF