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Ocean Grove Drive 1824 r2� 3 2 - ROOF - 1 ROOF IS — — r; - - KEY NOTES 3 - - - ----- --- h ASPHALT BUR, MODIFIED BITUMEN HOT MOPPED ASPHALT I $ Lo ROOFING SYSTEM PER MFG.S RECOMENDATIONS AND i 2"NOL W�q SPECIFICATIONS FOR MIN. 120 MPH WIND LOAD. SEE ROOFING ,� k NOTES SHEET A-1 1 Z Stt�3 qD 1'?- S�0 Tr- ��S IA W&E Q C)E� /•�',.��.,�. 6 Q MTL ROOF FLASHING ON 2x PT. BLOCKING W/ 1-1/2'x6' OVER 1"x4" ,ro�lol ,,,� x O•C�t TM _ SYNTHETIC STUCCO FINISH SYSTEM TRIM. T�E. !t yr 'a THIRD FLOOR AN SIDEWINDER TF RD FLOOR _ Gc E t/ilr 1/2" GWB ON 2x WOOD STUDS (TYPICAL) "'S Installs Into The Side Of 5 - i T 8M ® 22 —B AFF ® '° t�ESSU2" �r — � — 5/8 GWB ON CEILINGS (TYPICAL) a ^� Wood, Steel Or Concrete Beams!!! ( HAS&I IkAu3 (SWG) (SWD) (SWC) r ( � r , O PRE ENGINEERED W000 ROOF TRUSS AT 24" O.C. MAX. SEE `��a1:l.Qu1 YL)tTLN 'Z.� ' - STRUCTURALDRAWINGS i 7 - . 5 5/8" SYNTHETIC STUCCO FINISH SYSTEM ON -GALSS EXTERIOR f�►2ar5 �&� " 1/2 DENS OR t 1. . 1 t M P SHEATHING NAILED"AT 6 OC. 0 ALL EDGES AND 12 OC. IN FIELD ON 2x6 �--- 2 2�(a F ao i WOOD STUDS 0 16 OC. INSTALL. PER MFG.S SPECIFICATIONS & �r - I I RECOMENDATIONS TYPICAL THRID FLOOR -r€ e � 6 I o d- 1 c Ln .... I m D M - I N I � - o co 8 P - " 6 HIGH IMPACT RESISTANT SINGLE HUNG VINSCREENINGI �-_•�'� YL WINDOW FRAME, & 6AG1�Ft�� 411 N CLEAR GLAZING, CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL i END VIEW Pn�.J�tiTa°2 � � � I' I _ BY ARCHITECT & OWNER. (TYPICAL ALL WINDOWS) SEE WINDOW SCHEDULE - • U7 5/8 STUCCO FINISH SYSTEM ON 8" CMU, (TYPICAL FIRST & SECOND FLOOR.) F D C�auhx0t o� -� Y 0-� t 1 �J �: t r` n f/ " —�l _____J i ; 310'ALL TTIRGIDROD ♦e. AVAILABLE FOR USE WlTll — — — aN d' S OND FLOOR - sem+' SECOND FLOOR 1/2 GWB ON 2x WOOD FURRING ON B CMU i� ry CONCRETE — ____ ._ � � �. � — `' NIC S TrE rL �a Ac:: IN STEEL `� — ' — 9 3 000 P " m `..� /�!� (N WOOD -PSI, 4 CONC SLAB W/ 6xfi 10 10WWF OR FIBERMESH, ON VAPOR BARRIOR ON CLEAN TREATED SOILD, (TYP) - SEE STRUCTURAL DRAWINGS FI�ttSNCQ }tL 3,000 PSI, CONC SPREAD FOOTING FOUNDATION — SEE STRUCTURAL - ° _ 4 46 L DRAWINGS 7 Do 8 '� i° ` ST�E��I At� �1 SG2 2 `+leu - _ I -1 11 34-38 HT. DECORATIVE RAILINGS W/ BALUSTERS 4 O.0 �... V ritlrlt C.fLdUN ;d, I ( - PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY OWNER AND -I ir7 _ -I ARCHITECT. oa it 6 9 - - 12 42" HT. DECORATIVE GAURD RAIL WITH DECORATIVE i BALUSTERS 4"O.C., PROVIDE SUBMITTAL W/ DETAILS FOR u FIRST FLOOR FIRST FLOOR REVIEW BY OWNER AND ARCHITECT. I) ETA-1 t.. — - GARAGE FLOOR TUTS i - - BUILDING SECTION SCALE 3/16 '-0" 4i 1 3 FYRE SPRINKLER NOTES. s;. --- - - 125'-0" --- A. SPRINKLER SYSTEM POINT OF SERVICE IS THE FIRE 1LINE TAP ?? p FROM THE _G'° LOOPED WATER MAIN SEE SITE PLAN. f' 20'-0" SETBACK 85_O" 201-0* SETBACK B. SPRINKLER SYSTEM TO BE DESIGNED A�ND INSTALLED 't a o PER NFPA 13,2-002& NFPA 24 _ 31 —6 l 721-10" 20—� C. aUILDING IS CLASSIFIES? AS 1 >w D. SPRINKLER SYSTEM TO BE DESIGNED TO %I WITH ' HOSE } SPRINKLER CPACING TO RE. 16S SQ.FT, FUR ALL AREAS 125.01 PROPERTY UNE ALL SPRINKLERS TO BE QUICK RESPONSE PER NFPA13, ® .-- — — — E. F?CIctF3RE LINE IS TO BE PROPERLY VALVED. s; I� F. FLOW TEST RESULTS AREA AS FALLOWSrt` PSI STATIC, t' �'SITRESIDUAL,llO GPM FLOWING, g=. BASED ON CURENT FLOW TEST AND PRELIMINARY CALCS HERE AS AMPLE WATER FOR THE SYSTEM, }.. 4 co I 0, WET SPRINKLER SYSTEM TO HAVE CONTROL VALVE, CHEICK VALVE, �w fe PAVER WALKWAYS DRAIN VALVE, PRESSURE TAMPER SWITCH, AND WATER GUAGES , .... _. w - o THAT MEET NFPA 13• B.R.L a --� H. THE CITY OF -'. fS - �: WATER DEPARTMENT HAS NCT HAD — —" --_ - — — -- — A PROBLEM WITH MICROB104L INDUCED CORROSION ON THIS GRID. -r I, BACKFLOW IS DOUBLE CHECK WITH 7PSI MAX LOSS, (IN FZIS69- -� J. ALL SPRINKLER COMPONETS TO BE U/t. OR FM APPROVED AND ' ai MUST BE LISTED FAIR FIRE= SPRINKLER USE. �(Y ! CNI REVIEWED 4 A4 6 I COVERED PROPOSED PAVER DRIVEWAY Jacksonville Fire Prevention Div. CONCRETE THREE—STORY S TORY W/ PAVER ACCENTS l PATIO THR E - OCT 0 4 ?_006 CMU & FRAME f I o w 1 TOWNHOME �^NO EXCEPTIONS [� EXCEPTIONS AS NOTED O O DO ( BUILDING SHEET# w 01,0 e COVERED - - - CONCRETE PATIO C Cq cV 8 PAVER DRIVEWAY -- W � - W/PAVER ACCENTS DA7F= 4171 U y � AEFAf0 T4 P L S WE �, _ U :31 PAVER WALKWAYS Gc t w 00 \ Y --�---- I PROPERTY LINE 125.0° 1 , ONTRACTOR: Fire Sprinkler Services 1 I � of N.E. Fla. P.O. Box 23787 2 Jacksonville, FL 32241-3787 `W E.-T PIPE SYSTEM — BY DATE ISURVE - `` t DRAWN PROPOSED SITE PLAN CHECK � f.•..,- fn,. N . APPRV D SCALE 1/�"=i$-out IV 1 2v FIRE SPRINKLER DESIGN PLAN JOEL NO, � P 0, NO. BOBBINS Z grigiliQ o i e SCALE CONTRACT NG, DRAWING N❑ REV I XI" wcr) p 0 < C < Ir 0 'o ui 0 CD CN ce) (1) CV C,) u > C--� V) 1-4 < o 0 U-1 cc,") A o co lz Qc> < I � I < A, zz L -1 AA p Tl �'"eS�' et ,, o < < �� V(A cue ac c rsi-i 0 Qv -F 3 --- 30 `SI PROPERTY LINE ...... ...... . ..... ..... 1-4 IA \A IV) PAVER PATIO 810-8111 33"-11% 19'_8" P _010 —6% 18 ll—ofll 0 T e-�Yv 7 -0 9 " 2 39-40' .8* 3'74 lO#­4" 3 5*-7;W 3*-4!' 2 10$ 31-411 <V. —————————— 0 0 __ o { o _ 00-___ _ _ _ _ _ _ I�J-f To—AtrAl, 103 P, LL `7 4 1 00 0 Q2) p vc PC cLosEr pclo-d 4- ------------------ --- EL R 0 tar. L A& FOYER i I •I � ; ' r I 0) b) I I i u CLOSET I CONC. PATIO �- R IL———— 0 c� Go 0 00 04 CL 00 CURAGEw{ CIS!N C-4 BEDR OM 104 _17 E <LCLO F­ _j z 181107 LL—i EQUIP. 0 ftm�� ELEV. r A/C' C4 4) GENERAL NOTES 0N zzjG1 V ca > Ar 1 0) K I I q MASONRY, UNLESS NOTED OTHERWISE. 0 ® ; wic TYPICAL DIMENSIONS ARE TO FACE OF STUD OR FACE OF H ® p Q S;INK TYPICAL INTERIOR PARTITIONS SHALL BE 3 1/2- WOOD STUDS u 51TILITY 0 > AT 16* O.C. WITH 1/2" GWB FINISH ON BOTH SIDES. TYPICAL > 4 CEILING SHALL BE 5/8" GW8 TEXTURED FINISH. 7m 0 u /* um 4) L I z HWH;�wss) -4 TYPICAL WOOD FRAME EXTERIOR WALLS SHALL 13E 2x6* WOOD %1._'. STUDS AT 16" O.C. WITH 1/2* GWB FINISH ON INTERIOR R-19 OOD too 00 ; MIN. INSULATION, W/ 7/16" OSS EXTERIOR SHEATHING r 1-4 TYPICAL MASONRY EXTERIOR WALLS SHALL BE 8" CMU BLOCK ELECT --—————F HWH IjW-S-S- W/ 3/4" WOOD FURRING AT 24" O.C. WITH RIGID INSULATION PANEL u & 11r GWB FINISH ON INTERIOR R-11 MIN. STAIRS SHALL HAVE 10" TREADS & 7* RISERS, SEE STAIR 0 LL. w1c UTILITY = I • to, . ll� _10)v 21 11—on DETAIL 4/k....6, HANDRAILS SHALL BE MOUNTED AT 34-38* I SINK AFF( TYPICAL) RIT A 2 12'0 6109 1 6 9 0 C4 co 4V ALL TOILET ACCESSORIES SHALL BE SELECTED BY THE I OWNER, GC: SHALL COORDINATE ALL REQUIRED BLOCKING, BATH 1 MOUNTING,, AND REQUIRED RECESSES. r. , Pro r7m-4 A07 CONTRACTOR SHALL, BEFORE COMMENCING WORK REVIEW ALL PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS ® - cD A/C A10 I AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE, A06 I . I I ELEV. LC I J EQUIP. 2—CAR G.C. SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON A05 et 1 i r 4_-1-� GARAGE WHICH THE PERFORMANCE OF THE WORK IS IN ANY WAY BEDROOM 1 OD DEPENDENT. ANY VARIANCES OR DISCREPANCIES IN THE DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE OD 14 0 Go..I N •I s ———— -..,. `� O 8„ I ARCHITECT I • 'N 0) N CONC.NC. PATIO I A04 0CLOSET KEY NOTESuM ;; ; ® _ SLOPE GARAGE CONC FLOOR TO DRAIN (TYP) A09I � - O GID mow -4 0 1 2 PROVIDE A 5'X5' LEVEL FLOOR SURFACE AT EACH SIDE OF OF Q BE 1/20 HT. MAX A02 Go I CD DOOR, THRESHOLDS SHALL 1 34-38" HT. DECORATIVE WOOD RAILINGS W/ 'WOOD 0 ul BALUSTERS, PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY 8 EL R 0 AOD OWNER AND ARCHITECT. I cD CLOSET 8 r Ak c_ un 40 co 00 ftl ' z L B.R.L 3 t c— /v A 0 3P-41# -mow xmmwgum- ol I— z 0�_ 0 0 - U. $9 $—on 1 —8 #—on 0—olls s s P� 10'-6 7 2 O4" , 3 4* 3#-4 5*-7:W 1 3!-4* 12 T 11 1p19' 8PROD. MGR. + 8 1-800 331-11%0 It 7too PLAN LEGEND CHECKED MJ THIELE 72_9�% LK PAI 10 DRAWN EXISTING TO REMAIN DATE ISSUED 9-30-04 04-28 EXISTING TO BE REMOVED PROJECT NO. MIN PROPERTY UNE ........... .............. ......IA.. NEW CONSTRUCTION DRAWING NO. TWO HOUR FIRE RATED CMU WALL CONSTRUCTION UL NO. U-905 A-5 ICY FIRST FLOOR PLAN SCALP 1)4�mll—Y � p � � ,,, 4# 71 P 10 :El SHEET OF Lu < < Cc U CV Ch 0 U _3 %0 u- 0 LL04 ; 28 co __j ce) , CN a- V) < < Z> Lu __j uju<j o cc". o :F C13 V) M C) QO co < 0 < co < C3 A-5 3 01 tv 8'—$" 'Lao,. 22 IL 13 181_0a 8 `v i 9-8" 7._0« 2 I–on 89--4" 3'-4 14*-1 3'–o" 4#-0)6 2 r–ow I_8*9 2" D p OIL co 0 co LL NOOK I ELEVA Rl% Q OPEN 0 00 1 a go "N 1 0 PATIO io 1 0 C4 CL DINING "if) - T 4 E HALL 0 WAM 41 PATIO GENERAL N OTES u DW! r: LIVING V4 C4 Q TYPICAL DIMENSIONS ARE TO FACE OF STUD OR FACE OF cv) MASONRY, UNLESS NOTED OTHERWISE. 4) C4 TOP co > DO COOK TYPICAL INTERIOR PARTITIONS SHALL BE 3 1/2" WOOD STUDS TILITY E ul t's AT 16* O.C. WITH 1/2* GWB FINISH ON BOTH SIDES. TYPICAL Lu cc o KITCHEN BATH 2 102 V) o CL IML CEILING SHALL BE 5/8w GWB TEXTURED FINISH. I B207 (D 'A/C TYPICAL WOOD FRAME EXTERIOR WALLS SHALL BE 2xS* WOOD 74 1 0 > r0_VfN_t 7 1_k�G_ STUDS AT 16* D.C. WITH 1/2* GWB FINISH ON INTERIOR R-19 LIL) - > 0 —————— MIN. INSULATION, W/ 7/16* OSB EXTERIOR SHEATHING 3r. 0 Q) u r4 11 �j TYPICAL MASONRY EXTERIOR WALLS SHALL BE W CMU BLOCK Z 00 mlm� �----- 0 =226 w-j I MOR MW Now wom 9"T go W/ 3/4' WOOD FURRING AT 24 O.C. WITH RIGID INSULATION INNNWWW� MEN NOR NUMMENOWN00100000 NOR SON INNNMMRNNAI� NOR Iffig 2000� ME 40000no� IMEMENNOMMONEX30 mmmm� Iwo MR vmwmmmmmmm� ME mm 000 sm –4— mRm ma wmmwmmm� 4"wo & 1/2" GWB FINISH ON INTERIOR R-11 MIN. 7rD oo —————— STAIRS SHALL HAVE 10" TREADS & 7" RISERS, SEE STAIR C-4-40 (OVENS DETAIL 4/A-5, HANDRAILS SHALL BE MOUNTED AT 34-38" _j fff�G _j 0 wic AFF( TYPICAL) PANTRY RATH 2 !A/C 1 ALL TOILET ACCESSORIES SHALL BE SELECTED BY THE Al2 ]___ Ish I ift i AL 0 um 6 ; O I I vill- lw - OWNER, GC SHALL COORDINATE ALL REQUIRED BLOCKING, 7, PEN D Ham- r7 (D U-3 MOUNTING, AND REQUIRED RECESSES. (A I�4 0i COOK `— C4 01 co TOP CONTRACTOR SHALL, BEFORE COMMENCING WORK REVIEW ALL 8 116$–go$ 9-60 Q 8s-00 PLANS, NOTES, GENERAL CONDITIONS, AND SPEaFICATIONS KITCHEN Is i 5 5W 9y4 T LIVING AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. 8 \..�T �,G.C. SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON Q Dw, (Al 2) WHICH THE PERFORMANCE OF THE WORK IS IN ANY WAY 16 HALL I 0 DEPENDENT. -ANY VARIANCES OR DISCREPANCIES IN THE A ki DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE DINING ARCHITECT it* co 0 14 00 PATIO Ll RR cq N KEY NOTES N (D KITCHEN APPLIANCES & MILLWORK TO BE SELECTED BY PATIO 0 OWNER, GC SHALL COORDIANTE INSTALLAION (Al 81 0 4 S-3h OPEN U7 Q 7" STEP DOM TO BALCONY z ac-4 V_ Q 34-380 HT. DECORATIVE WOOD RAILINGS W/ WOOD Q BALUSTERS, PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY NOOK 3 3 1% 0) OWNER AND ARCHITECT. CL 6 2 ® I \ O420 HT. WOOD GUARD RAIL & BALUSTERS, PROVIDE ag 2 . 6 Q B EL OR -————————— - Vie, SUBMITTAL AND DETIALS FOR REVIEW BY OWNER & o ARCHITECT. 0 L –4 8"W ,68 L, mi I I (D b Q 4X4 WD POST W/ SIMPSON STRONG TIE STRAPING, POST CAP LL. a & STAND OFF BASE W/ lx WD COLUMN WRAP & TRIM ON 8" c 4 a N co CMU BASE (TYPICAL) – S cEE ELEVATIONS & STRUCTURAL o -1 DGS T—� ___4 . 11 �l I D Wz o T c c c ct-211 D ALUM GUARD RAIL, W/ TOP OF RAIL AT 42- ABOVE PATIO 0 QEC c c -T T FLOOR. RAILINGS ARE MOUNTED ABOVE LOW WALL u D D D 0 0 0 D W/SCUPPERS IN WALL, SEE ELEVATIONS uj z I-8s 0-081 1—off I—ow 9_00 #—a* to 7 12 1 90-411 39-48v 14!–lW 39-0m 1 4!-0)9* 91-4w 12 7 .1 THIN SET TILE PAVER OVER VULCAN 351 WATER PROOF wRRR%L. 0 Is 7 SYSTEM ON WOOD SHEATHING & FRAMING SEE PROD. MGR. 8 22*–1% 13'-4111 18'-0% 8'-8" STRUCTURAL DRAWINGS T T CHECKED MJ THIELE 72'-9%u DRAWN DATE ISSUED 9-30-04 PLAN LEGEND PROJECT NO., 04-28 DRAWING NO. CONSTRUCTION EXISTING TO REMAIN EXISTING TO BE REM0VED 1 SECOND FLOOR PLAN _ _ _ _ _ cTla� 21 N TWO HOUR FIRE RATED CMU WALL SCALE 1/4 =If,–O" Fm%mowo"m%mmmm� 0 io 4# UL NO. U-905 SHEET OF w Q Q � 0 • _ C Q Fx Lu 0 ,o V co —j N N a ` = M a a w U Z N (y) Lo .- Lu � cc> p r to v O X Q c� ¢ 01- Q _N Ile Q Q . N 1— 1 3 I 72 m 8,_8,0 5y11 230_211 - 13•_4" 18'-O�tlN $'_8N k.4 i G 1,-SN 70-p" 0_6N 6$_p1, 4,-2 60-80# 4 3-4 49-3�i 6-0 3-8 4 8y4 9 -0 4-1O � � '111 S . 111 i 1 _ 3 R \J) il' k r� Lo uj i o rflc,1�74 I I8 5`-4";� sC - _ �` � e—2 I _ cc j EL OR = • 6 c 4f—'3vN 3 o o PATIO i I J� OPEN w o .. N ~ MASTER I BEDROOM 3Z- 2 _ x iv BEDROOM 2 I WIG I �`' int I N � N rn r"V— 6'--p" 10 15V HALL w N r i 6 5 - 3 N I I 4 4 GENERAL NOTES t� J---_ -- - ----I- �'� a N rV I I .. Q ` "� TYPICAL DIMENSIONS ARE TO FACE OF STUD OR FACE OF '� ( I I iii MASONRY, UNLESS NOTED OTHERWISE. Q V xi } .I LAUNDRY �e) i WIC I MASTER 04 _I TYPICAL INTERIOR PARTITIONS SHALL BE 3 1/2w WOOD STUDS �' A co0 now I I BATH 4 PAT10 6 o AT 16" O.C. WITH 1/2" GWB FINISH ON BOTH SIDES. TYPICAL = M BATH 3 ;` =; i _._,_._. ( 8 CEILING SHALL BE 5/6" GWB TEXTURED FINISH. �� ( ( ( ( .I LLJ TYPICAL WOOD FRAME EXTERIOR WALLS SHALL BE 2x6" WOOD H Q 0CL c c UTILITY f WASHER, -DRYER I , I I 7 L PDLFINISH ON j I I I I I ( L._._._._.J 1 o M N STUDS NSULATION,�CW/ 7/16/OSB GWB XTERIOR SHEATH NIGR R-19 » O °e4I .Ire 0 4) s TYPICAL MASONRY EXTERIOR WALLS SHALL BE 8 CMU BLOCK > a0 N Z -' N 00 W/ 3/4" WOOD FURRING AT 24" Omm� .C. NTH RIGID INSULATION Q� • •....................... 1af- I r & 1/2" GWB FINISH ON INTERIOR R-11 MIN.lotQ �d' o ° I '�' _I ( STAIRS SHALL HAVE 10" TREADS & 7" RISERS SEfE STAIR �j, 411 coo I I I I I � � - -------------I- ( -' ? . o >` .......... `� o DETAIL 4/A-5. HANDRAILS SHALL BE MOUNTED AT 34-38 N R UTILITY , WASHER ! j ORYER I , I I ( -FDL ( = AFF( TYPICAL) o sI L.-.•.-•_j •-- 'A/C i i \:J I I N MASTER O o ALL TOILET ACCESSORIES SHALL BE SELECTED 8Y THE ~ Q� 18'-7N � BATH 3 9 ®" � 8'-13/4" � L.3'_-6'� `Ioj 10't9y~_._._.J I is BATTY ` i�? PATIO OWNER, GC SHALL COORDINATE ALL REQUIRED BLOCKING# u y F • UTILI C " 3'-611 8' 6 = MOUNTING. AND REQUIRED RECESSES. a O I s jU. ® CONTRACTOR SHALL. BEFORE COMMENCING WORK, REVIEW ALL A21 N o PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS o A 8 I E I I I 81-2" I E I { cfl p A25 I A24 I A22 I - AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. 0 G.C. SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON co WHICH THE PERFORMANCE OF THE WORK IS IN ANY WAY —— _ — A20 A19 0.1 DEPENDENT. ANY VARIANCES OR DISCREPANCIES IN THE j ! 1 j M3 5 1 — 3 DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE HALL I 4 6 ARCHITECT a I WIC ( ® M N ap sem, �. N E3EDR00 2 , , _ _ ' ° ' I KEY NOTES MASTER N N11 6 Yc� BEDROOM 3 um T o I _ �A ATTIC ACCESS, PULL DOWN LADDER w , N 9'-1 2'-0" A26 4'- - �- Q 7" STEP DOWN TO BALCONY 7 T `" 4'-3}2" �/-n4 N _ 34-38" HT. DECORATIVE WOOD RAILINGS W/ WOOD I OPEN I BALUSTERS, PROVIDE SUBMITTAL W/ DETAILS FOR REVIEW BY Z Q, PATIO .I o I 3 ;� _ o OWNER AND ARCHITECT. Q 4 42" HT. WOOD GUARD RAIL & BALUSTERS, PROVIDE 6 8•_2" • I 4\E LEV . OR OA29 _ SUBMITTAL AND DETIALS FOR REVIEW BY OWNER & IwI CLOSET �_ ••_ " " " ARCHITECT. o 5 >: 14 8 8 4 w l t o O 4x4 WD POST W/ SiMPSON STRONG TIE STRAPING. POST CAP cn 6 •I I R 2x6 STAND RAME ALLS (TYPICAL) SEEDMN ELEVATIONS & IM ON 00 N ° "� I • N _ IHHP STRUCTURAL DWGS -'- 1 - 3 I ALUM GUARD RAIL, W/ TOP OF RAIL AT 42" ABOVE PATIO F F F F F F F F TT TT FLOOR. RAILINGS ARE MOUNTED ABOVE LOW WALL W/SCUPPERS IN WALL, SEE ELEVATIONS z p» ,_6» s,+p„ 4,-2„ 6,_8N 3,_4N 40-3N 6,_pa 3,_8» 4•-8y4" 9,_p/l 4'-10y4' 7 C1 O 8" CMU WALL UL NO. U-905 z 0 13'-4" 18._o%" 8/-8" g THIN SET TILE PAVER OVER VULCAN 351 WATER PROOF TT DECKING SYSTEM ON WOOD SHEATHING & FRAMING - SEE PROJ. MGR. 72•_97" STRUCTURAL DRAWINGS MJ THIELE _ CHECKED DRAWN DATE ISSUED 9-30-04 PLAN LEGEND PROJECT NO. 04-28 DRAWING N0. CEXISTING TO REMAIN -- -- — -- — EXISTING TO BE REMOVED THIRD FLOOR PLAN NEW CONSTRUCTION N _ .. ....-� TWO HOUR FIRE RATED CMU WAIL SCALE 1/4 =1'-0" !�"'...r®i..■■i.: UL N0. U -905 0 t 4 pll SHEET o� •. Q Q Its e r U L^ O� N MCn 0, TRELLIS r , = m GUTTER do DOWNSPOUTSBELOW '– °p U SEE ELEVATIONS –' ¢ a Q Q N IIS d Z Q 8 a LDL I � � I ROOF RIDGE TRELLIS 2i a TRELLIS WPROJECT DATA: CITY OFAM-ANTIC BEACH BUILDING DEPT, CODES: 2001 Edition of: FLORIDA BUILDING CODE (FBC) FLORIDA BUILDING CODE-MECHANICAL (FBC-M) FLORIDA BUILDING CODE-PLUMBING (FBC-P) GUTTER k DOWNSPOUTS SEE ELEVATIONS FAIR HOUSING NG ACCESSIBILITY GUIDELINES (FAC) 2002 Edition of: National Electrical Code: (NEC) ROOF PLAN 2000 NFPA; Life Safety Code: 4' 12' OCCUPANCY,N SCALE 1/8"=l'-O" 0 2' is. FBC: Group R2, RESIDENTAL OCCUPANCY NFPA: Chapter 24, ONE & TWO FAMILY DEWELUNGS p � CONSTRUCTION TYPE: FBC: TYPE V (UN-PROTECTED, SPRINKLERED) NFPA: TYPE V (000) (UN-PROTECTED, SPRINKLERED) _ SPRINKLER SYSTEM: m "`- SPRINKLER SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 13R V 1 3 ' 125'-0 PROPOSED BUILIDNG AREA: Z 20'-0" SETBACK FIRST FLOOR GROSS SF 2 776 SF — 0 85'-0" •�' SECOND FLOOR GROSS SF 2,440 SF 0 a V 72'-10" 20'-8" THIRD FLOOR GROSS SF 2,638 SF J N PROPOSED TOTAL GROSS SF 7,854 SF m N - STORY Max. _ _ E - 24 OOOSF PER FLOOR 5 STO - LLOWAB PROPERTY UNE _ _ FBC TABLE 500 A � (Max.) W � »c CIO i - 125.0 ' BUILDING HEIGHT: 3 STORY, APPROXIMATELY 35'-0" ABOVE GRADE. O C _ V WIND LOADS: O > PAVER WALKWAYS = O BASIC WIND SPEED, mph: 120 WIND IMPORTANCE FACTOR: 1.0 Z BUILDING CATEGORY: I, WIND EXPOSURE CATAGOI C. ASCE7-98 O _ m INTERNAL PRESURE COEFFICIENT: +/-0.55 W COMPONANTS do CLADDING, I wind pressure sf: ZONE: SEE STRUCTURAL f > p p END INTERIOR ZONE: DRAWINGS O U. MEAN ROOF HEITHT. feet: 35'-0" N BUILDING WIDTH, feet: 45'-0" PROPOSED I PAVER DRIVEWAY � BUILDING LENGTH, feet: 72 4:12 OR S10 ' CIO -0" THREE—STORY W/ PAVER ACCENTS ROOF SLOPE (x:12): CMU & FRAME I o w TOWNHOME > BUILDINGAREA CALCULATIONS: ' o I �I EACH UNIT: I 1ST FL ac = 741 SF 1ST FL GARAGE = 647 SF 11 IST FL REAR PA710 = 190 SF Z 1ST FL SIDE PATIO = 24 SF Z Q 2ND FL A/C = 1,220 SF Q PAVER DRIVEWAY W 2ND FL FRONT BALCONY= 190 SF 0- W/ PAVER ACCENTS 2ND FL REAR BALCONY = 190 SF FW- N 3RD FL A/C = 1.319 SF h 1 O 3RD FL FRONT BALCONY= 98 SF 0 i 3RD FL REAR BALCONY = 92 SF W r. i z PAVER WALKWAYS O LOT AREA. � d 1 125'x60' = 7,500 SF o z ALLOWABLE LOT COVERAGE 0 50% = 3,750 SF PROJ. MGR. t 125.0' — ( PROPOSED COVERAGE: CHECKED MJ THIELE FIRST FLOOR FOOTPRINT 2,776 SF REAR COVERED PATIOS 380 SFDRAWN 2 SIDE COVERED PATIOS 48 SF 9-30-04 VES & WALKS PAVERS 542 SF DATE ISSUED DRI � PROJECT NO. 04-28 TOTAL: 3,746 SF DRAWING N0. + PARKING REQUIRED: PROPOSED SITE PLAN 2 PER UNIT, 2x2 = 4 SPACES REQUIRED IS No PROPOSED PARKING: s a' 12' 2 CAR GARAGE PER UNIT = 4 SPACES PROVIDED 1 » I. SCALE 1/8 =11_0" SHEET OF '7�d i 4 1 3 -PROPERTY UNE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 3 PAVER PATIO 33'-11%w 1'-8" 7'-0" 2'-0" 3'-4" 8" 3'14" 10'-4" 3'- 5'-7 3'-4" 2'-0" 10'-6%" 18'-0" 1'-8" 3 T_ 3)V_ 3'-4 I - ao ❑ I I O O ❑ CLOSET M I I OS '� I _ EL OR j FOYER i I I I I I I I 1 I I 3 CLOSET I ( 2 I CONC, PATIO I I ---- I * 24 0 o i- °1 ❑ N I BEDROOM 1 _. 2-CAR ❑ I CO N _ r- a i <LCLOL-y ® I N ® r L._J EQUIP. T ( ELEV. ( 1 � O I , ASCI I BAT I `� _._1 GENERAL NC BATH 1 � " I 2 o — j I TYPICAL DIMENSIONS ARE TO I I �. O I WIC I o I MASONRY UNLESS NOTED 0TH SINK I i I I UTILITY I TYPICAL INTERIOR PARTITIONS 1 I I I AT 16" 0 C. WITH 1/2" GWB F 4 1 I I "�. �• I CEILING SHALL BE 5/8" GWB = I-------I- HWH � W.S.S� I � I I O %�, TYPICAL WOOD FRAME EXTERIC ` I co STUDS AT 16" O.C. WITH 1/2- 00 00 ao - - � - - --- - - - -- -� - - T - - - - - - - - - - MIN. INSULATION. W/ 7/16" 0' I ---- I O , TYPICAL MASONRY EXTERIOR V HWH I;WS•S, PANEL � ,` � j I � W/ 3/4" WOOD FURRING AT 2 I I I �. • I I do 1/2 GWB FINISH ON INTERI j ► j WIC j I UTILITY STAIRS SHALL HAVE 10" TREA SINK I DETAIL 4/A-5. HANDRAILS SH = I 12'-0"m L�lj 6'_1" I 9'-0 12'-10�(g" 21'-0" s AFF( TYPICAL) coI I ALL TOILET ACCESSORIES SHAI BATH 1i vs OWNER, GC SHALL COORDINATI ) I ® 1 I MOUNTING, AND REQUIRED RE ' I I A07 i r•- I I CONTRACTOR SHALL. BEFORE i� O io A06 I ASC I I �: PLANS. NOTES, GENERAL CONE ELEV. Alp I N, AND VERIFY ALL GOVERNING C A05 LCLO I I r EQUIP. 2-CAR I G.C. SHALL EXAMINE ALL ADJ( o -'.� GARAGE I—T WHICH THE PERFORMANCE OF BEDROOM 1 �- - _J ® co DEPENDENT. ANY VARIANCES ❑ o o ® ❑ _I DOCUMENTS SHALL BE REPOR' O " I ARCHITECT N I N N F_ 8 8" CONC. PATIO M i CLOSET I KEY NOTES I41- 44 3 I A04 O I 09 I A03 A11 I I O SLOPE GARAGE CONC FLOOR 1 I i I i 2 PROVIDE A 5'x5' LEVEL FLOOR I I I I I FOYER A02 I I ri O DOOR. THRESHOLDS SHALL BE b) I It I O 34-38" HT. DECORATIVE WOOC BALUSTERS. PROVIDE SUBMITT/ `O A08 E OR �I ---- --- ; I OWNER AND ARCHITECT. ------------ n I iv CLOSET j N_ a8"4» A01 I ® I j O M �` ❑ ao ao ❑ i+) I i� „I B.R.L. �40 ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - — 1'-8" 7'-O" 2'-0" 3'-4" 8" 3' 4" 10'-4" 3'-4" 5'-7v" 3'-4" 12#-Om 10'-6 " 8'-8" I 33'-11%" 190-8" 72'-9V PLAN LEGE N T PAVLK PAI 10 E(isnp I = _ _ — EXISTIP — PROPERTYUNE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW C .—� TWO I- 1 1 CONSTRUCTION UL NC A- FIRST FLOOR PLAN N 2' 6' SCALE 1/4"=1'-0" 0 11 v 1 I 3 72'-9%" 3 i 8'-8" 8" 22'-11}2" — 13'-4" 8'-8" 1 1'-8" 7'-0" 2 1-0" 9'-4" 8'-4" 3'-4 14'-17i�" 3'-0" 4'-0}�" 9'-4" 2'—000 It 00 01 I ❑ ° I i co � I 4 5 --------- NOOK N j 6 O7 I OLi _I i `1, `1• II ER 4 3 3 ch OPEN 3 6 of 00 PATIO in N co I DINING iIN H4L` °W GENERA PATIO LIVING d. 0 1 i O = 7 TYPICAL DIMENSIONS I I TOP O MASONRY, UNLESS N 0) GOOK UTILITY 1 I TYPICAL INTERIOR P/ O KITCHEN® ANTRY i BATH 2 ® 1 2 ^ 6 °i AT 16" O.C. WITH 1/ s ® I C� � � I wlc — CEILING SHALL BE 5, _ I 0 �A/c I I ® TYPICAL WOOD FRAM !OVENS—I IREFG — —I I I STUDS AT 16" O.C. 1 4 0 '�--L---- --- ---- • ------ I I I .I ------- �. -I------ •I MIN. INSULATION, W/ A = N 00 �u? ca = TYPICAL MASONRY E; I — — — — — — __ _— — — 00 W/ 3/4" WOOD FURf 0 _ —— — — — — do 1/2- GWB FINISH N --- ---- ------ -------I _I_ __ •I 1 — STAIRS SHALL HAVE I • DETAIL 4/A-5. HAN[ LVENs LEFG .__� 1 � I I I � WIC .J AFF ` -J �° J •ASG I I ( TYPICAL) PANTRY � A17 I BATH 2 L._.J I ® ALL TOILET ACCESSO 6 [� 14'-6" I UTILITY I O8 OWNER, GC SHALL C1 1 I COOK ® A14 = 6 = MOUNTING. AND RE( rn TOP 8'-0" ITCHEN r. —�-� " " " " 1 17'-9%" O ©� 8'-0" CONTRACTOR SHALL, co PLANS. NOTES, GENE •—• I�' �' I 59-5y 6 —9 3—6 4 9y4 T LIVING AND VERIFY ALL G0� l , G.C. SHALL EXAMINE 0 1D DW' L:�' s o 8a I I 16 HALL Al ® Al2 9 WHICH THE PERFORM, n ® O 1' DOCUMENTS SHALL V/ DINING 4 ALL 8 ARCHITECT PATIO o I N N I KEY --NOTI N N a O � N — -----� `— N 8 $a PATIO 0 KITCHEN APPLIANCES OWNER, GC SHALL CI © = A18 4'-3}2" A13 © O O2 7" STEP DOWN TO R I d OPEN = 3 = = 34-38" HT. DECORAI cI 6 NOOK I �, BALUSTERS, PROVIDE O ® I 3 3 6 OWNER AND ARCHITE 0 o ELEV OR O 42" HT. WOOD GUARI Ap I --------- © SUBMITTAL AND DETI, co 1'-4 8 '— 8",4 ARCHITECT. Iro = 5 O5 4x4 WD POST W/ Sift = 6 I I di STAND OFF BASE °' 6 00 I I C1400 CMU BASE (TYPICAL) I I DWGS Ap C C Rn C O C C C '-2' O ALUM GUARD RAIL. N 8 8 V D FLOOR. RAILINGS ARE 8 D D D I 8 8 8 W SCUPPERS IN WALT W/ SCUPPERS T-0" 2-0" 9'-4" 8'-4" 3'-4" 14'-1 3'-0" 4'-0)6" 9'-4" 12 9- 7'-0" 7 THIN SET TILE PAVER 8'-8" 8" 22'-11y2" 13'-4" 18'-0%* � O DECKING SYSTEM ON _ 8—8 STRUCTURAL DRAWN 1 72 0-9 1 PLAN LEG CONSTRUCTION 1 SECOND FLOOR PLAN - - - - ' c N 2' 8' SCALE 1/4"=1'-0" -- - - —' 0 1' 4' 1 3 72'-97A" 23'-2" - 13'-4" 18'-0w 8'-8" 7'-0" '-6" 6'-0" 4'-2" 6'-8" 4" 3'-4" 4'-3 6'-0" 3'-8" 4'-8W 9'-0" 4'-1OY4" "1 3" 00 6 of I -4 $ N5'-4-///l -- 5 n i= CLOS rl 8'-2" c i j ELEV OR o, 0 6 PATIO I I 3 i o I I 4'-3>�" 4 OPEN •- a� O 2'-0" 4'-0" Ci I BEDROOM 3 ' » 2 rl BEDROOM 2 I i� I p 1 N cNv rn "1'- 6'-0" 10 5}�» ® I WI® I HALL 6 - 3" ® 4J 5 GENERAL NOT i I I o I I I TYPICAL DIMENSIONS ARE TO FACE LE = I I I --1 N MASONRY. UNLESS NOTED OTHER% iI LAUNDRY UTI jt- f WIC i MASTER N PATIO I TYPICAL INTERIOR PARTITIONS SHA BATH 3 ® I I ® I ® 6 °' AT 16" O.C. WITH 1/2" GWB FINIS = 8� CEILING SHALL BE 5/8" GWB TEXT I - - - o r o I I I I TYPICAL WOOD FRAME EXTERIOR HSINK 1- -•---I I-•-, I iI� I I I M STUDS AT 16" O.C. WITH 1/2" GWI UTILITY WASHER DRYER I I i i PDL o MIN. INSULATION. W/ 7/16" OSB E I7 L. .-.-.- J u 11 ° i II I I I- ---------- O tO 7 I 7 O I L._.J I I I ` TYPICAL MASONRY EXTERIOR WALL N ° I ` - - - "- - - - - -- - - - - N W/ 3/4" WOOD FURRING AT 24" 1 I & 1/2" GWB FINISH ON INTERIOR i �l I _____ _____ I_ ° ° STAIRS SHALL HAVE 10" TREADS - - _ _ _ _ o O o DETAIL 4/A-5. HANDRAILS SHALL o I I I I I I I I rPDL I = AFF( TYPICAL) N UTILITY WASHER DRYER I 1 I = O 1 ALL TOILET ACCESSORIES SHALL E » O " SINK L. ._.J L._._I.J IA���- �I �o 1 " I I N MMASTER 8 18'-7" BATH 3 9 -0 81-1%0 1 1-3-•� I I 10 -t9y. -.-.J I C M PATIO OWNER, GC SHALL COORDINATE Al WIC 3'-6" ® 8' = MOUNTING. AND REQUIRED RECES 0 , LAUNDRY I UTILI I I 0_1 0 o A28 ® I I ® I A21 N 8._2" CONTRACTOR SHALL, BEFORE COM 0 O 1 PLE I A22 AND NVERIFY NOTES, CGOVERNINGERAL NDDITIC IMEI 0 A25 I A24 I G.C. SHALL EXAMINE ALL ADJOINT? A20 '� WHICH THE PERFORMANCE OF THE -I----------- = A19 0.I " DEPENDENT. ANY VARIANCES OR N*7 3 DOCUMENTS SHALL BE REPORTED HALL I 4 ARCHITECT WIC ® i i 600 BEDROOM 2I C I _ I N N ® a MASTER — N KEY NOTES N O qc'14' " BEDROOM 3 _"1'- 6'-0" 10 5J� _ A27 IT If ATTIC ACCESS. PULL DOWN LADDEI 9'-11" �t 2'-0" A26 4'_0» 'r 17'-9 " .. 5 O2 7" STEP DOWN TO BALCONY o O = O : 4'_3}x" N — = 0 34-38" HT. DECORATIVE WOOD R/ PATIO I 4 OPEN - OWNER AND ARCHITECT. 0 o I 3 o BALUSTERS. PROVIDE SUBMITTAL V 4O 42" HT WOOD GUARD RAIL & BAI 8'-2" I A29 I ELEV OR - SUBMITTAL AND DETIALS FOR REV N CLOSET L4 8 8"4" 1 ARCHITECT. 5 = ` -= 0 4x4 WD POST W/ SIMPSON STROP & STAND OFF BASE Wo iv 6 ►� ` _ I --- — - 2x6 FRAME WALLS (TYPICAL)lx ) S I _I p ,� STRUCTURAL DWGS _ 6O ALUM GUARD RAIL. W/ TOP OF R/ 1 3 O O I O O 0 0 0 0 FLOOR. RAILINGS ARE MOUNTED Al W/SCUPPERS IN WALL. SEE ELEVA 1'-8" 7'-0" '-6" 6'-0" 4'-2" 6'-8" 3'-4" 4'-3V 6'-0" 3'-8" 4'-8W 9'-0" 4'-10y4" O7 8" CMU WALL UL N0. U-905 0 111 111, T 8'-8" I 23'-2" 13'-4" 18-0 8'-8" O 8 THIN SET TILE PAVER OVER VULCA DECKING SYSTEM ON WOOD SHEA1 72-979 STRUCTURAL DRAWINGS 1 - PLAN LEGEND 1 CONSTRUCTION EXISTING EXISTING THIRD FLOOR PLANNEW CON' 6. N TWO HOU 2' I SCALE 1/4"==1'-0" UL NO. L 0 V 4' 1 12 1/4» ROOF ROOF _ _ r - . _ . _� ..�a�. I I O ;A. TWO HOUR FIRER TED WALL ASSEMBLY PER UL NO. U-905; EX rEND TO ROOF DECK ABOVE. ROOF DECK SHEATHING WITHIN 4' OF RATED WALL SHAU BE FIE RETARDANT TREATED WOOD. i I TWO HOUR FIRER TED PA RTITION 17-T ® 10" EA. = 14'-2" UL NO. U-905 18-R 07.11"EA. = 10'-8" 12 (AS SHOWN ON PLANS & PLAN LEGEND) 13'-4" SECOND FLOOR M 8 M N I THIRD FLOOR FIRST FLOOR I OPEN u n THIRD FLOOR N 4 M _ 00 T BM ® 22'-8"AFF 12 THIRD FLOOR No 12 TWO HOUR FIRER TED PARTITION UL NO. U 905 13'-4" 31- (AS SHOW4 ON PLANS & PLAN LEGEND) 17-R • 6.98" EA. - 9'-10 3-Al /4' Msco4 STAIR DETAILS I M M c A-5 SCALE 1/4"=1'-0" N y GE ERAL NOTES CV r ROOFING, SHEATHING AND FRAMING CONNECTI OF THE 2001 FLORIDA BUILDING CODE FOR. 1 SEE STRUCTURAL DRAWINGS FOR COORDINATIi CONC. & WD BEAM SIZES, CONNECTIONS, COP FOUNDATION SIZE & LOCATIONS. 8 2 3 CONTRACTOR TO VERIFY DIMENSIONS AND NO DISCREPANCIES IN THE CONSTRICTION DOCUMI INSULATION: ROOF SHALL BE R-30 BATT BU 2 - ROOF _ I ROOF SHALL BE R-11, WOOD FRAME WALLS SHALL — — ABOVE GRADE SHALL BE R-19 BATT BLANKE My KEY NOTES SECOND FLOOR SECOND FLOOR 4 - I - I �. {. '�t 3 I ao : O ASPHALT BUR, MODIFIED BITUMEN HOT MOPF ROOFING SYSTEM PER MFG.S RECOMENDATION ;n 0-4 - I j SPECIFICATIONS FOR MIN. 120 MPH WIND LOA - I _ I �, NOTES SHEET A-1 - . - J. . . s I _ I - — — O MTL ROOF FLASHING ON 2x PT. BLOCKING W/ • ' I SYNTHETIC STUCCO FINISH SYSTEM TRIM. T RD FLOOR - �� THIRD FLOOR — - — `V M Q1/2- GWB ON 2x WOOD STUDS (TYPICAL) 5 - I d TLBM O 22'-,8"AFF 5/8' GWB ON CEILINGS (TYPICAL) o TWO HOUR FIRER TED PARTITION — — — - UL N0, U 905 I O4 PRE ENGINEERED WOOD ROOF TRUSS AT 24 (AS SHOW ON PiANS & PLAN LEGEND) 4 I I I _ STRUCTURALDRAWINGS C7 I (D5/8- SYNTHETIC STUCCO FINISH SYSTEM ON 'r I SHEATHING NAILED AT 6" OC. 0 ALL EDGESt OD i 0D M I I "� WOOD STUDS ® 16" OC. INSTALL PER MFG.S : to ,n , 6 � �j d I - �I t I RECOMENDATIONS (TYPICAL THRID FLOOR) 0 c •� � c � � 8 � � - I I � � g HIGH IMPACT RESISTANT SINGLE HUNG VINYL r I O CLEAR GLAZING, CONTRACTOR TO SUBMIT SH( M I I BY ARCHITECT & OWNER. (TYPICAL ALL WINDI M - I 5/8" STUCCO FINISH SYSTEM ON 8" CMU, (T 8 8 iv - .r SE COND FLOOR - I SECOND FLOOR O 1/2 GWB ON 2x WOOD FURRING ON 8 CMU 3,000 PSI, 4" CONC SLAB W/ 6x6» 10-10WV - �- BARRIOR ON CLEAN TREATED SOILD, (TYP) - 4 I 10 3,000 PSI, CONC SPREAD FOOTING FOUNDA' _ DRAWINGS 7 8 $o ( I 't co I I 11 34-38" HT. DECORATIVE RAILINGS W/ BALU! s PROVIDE SUBMITTAL W/ DETAILS FOR REVIEVI 9 ARCHITECT. FIRST FLOOR 1` - 12 42" HT. DECORATIVE GAURD RAIL WITH DECO FIRST FLOOR GARAGE— s o . , •N 6 g I I O BALUSTERS 4'O.C., PROVIDE SUBMITTAL W/ I _ ' I REVIEW BY OWNER AND ARCHITECT. a - Fl FLOOR - 2 _ _ FIRST FLOOR — — — — i — GARAGE FLOOR 1 1010 ° e SECTION CENTER WALL-SECTION , BUILDING SECTION A-5 A-5 SCALE 1/2"=1'-0" SCALE 3/16"=1'-0" Q^ vp/ LOS/ � / V 0 acy- r- - 0 o U U 2= __l N N < < Sn a a ) zc c) in I� w_ w OZ a Mo -� a o X 4 ch - C, a ai 0 , a ai 2 L H -i Y G , 2 1 6 6 11 a . , o o 4 -40 �e 1 13 F-1 4 O t 9 13 10 � 10 IL �,71, • 6 O 6 9 10 1. [3 PATIO ❑ — — — — 4 4 1` — . — �. — . — — . — — — !6-41 — — — _ 7 r— � El. AF7 zzzj —\ 4 — — — o — .PATIO 134— . _❑_ ' b o •� o m �. 13 rrAA V O , V — . CL iii iEli i�) :1111 Eli 1:1 � — — 1 Z o E C4 �m O N 4 WEST ELEVATION 3 NORTH ELEVATION A-6 ua •� E Vm SCALE 3/16"=1'-0" A-6 SCALE 3/16"=1'-0" _ U- O O jj U 0 = O L 0 U KEY NOTES Z a 1 ASPHALT BUR, MODIFIED BITUMEN HOT MOPPED O O 1 ASPHALT ROOFING SYSTEM PER MFG.S ~ O 3 1 2 1 2 RECOMENDATIONS AND SPECIFICATIONS FOR MIN. 120 U H ROOF MPH WIND LOAD. SEE ROOFING NOTES SHEET A-1 O LCL - - Q2 MTL ROOF FLASHING ON 2x PT. BLOCKING W/ SYNTHETIC STUCCO FINISH SYSTEM CORNICE TRIM - 6 SEE TYPCIAL WALL SECTION. 6 N 113 CONT. GUTTERS, DOWNSPOUTS W/ OVERFLOW SCUPPERS. 6 ❑ � O _ 5 5 � 10 � 6 �' O •r O4 SYNTHETIC STUCCO FINISH SYSTEM TRIM INSTALL PER O O 10 — 1072 " 7 9 MFS E WINDOWA ETRAIS AND LS FOR E CENTATIONS TYPCIAL TYPAL t — 4 `'•� FRAME, SCREENING & CLEAR GLAZING, CONTRACTOR — - 6 -THIRD-EL. 4 .moi 4 TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY PATIO THIRD FL — PATIO �. — ARCHITECT & OWNER. (TYPICAL ALL WINDOWS) SEE — . — — . _ . — . — — — — ❑ — — — 4 11 WINDOW SCHEDULE S _ " 4 8 0 5/8" SYNTHETIC STUCCO FINISH SYSTEM ON 1/2" O 5 C� 11 7 O ALL EDG S AND OCE N z FIELD ON 2x6 WOOD C.- - - STUDS 0 16" OC. INSTALL PER MFG.S SPECIFICATIONS Z •' S 7 5 10 5 & RECOMENI)ATIONS (TYPICAL. THRID FLOOR) Q o =7 ORD b 1;, 7O 5/8" STUCCO FINISH SYSTEM ON 8" CMU, (TYPICAL 13 FIRST & SECOND FLOOR.) z 9 >b 4 9 13 I Cg g 10 �8 4"x4" PATIO SCUPPER (TYPICAL) W 0 ' J ][- •� O42" HT. DECORATIVE GAURD RAIL WITH DECORATIVE LLJ _404 ;, z;, XJ BALUSTERS 4 O.C., PROVIDE SUBMITTAL W/ DETAILS FOR '~ PATIO ECRO — — t — _ Zo REVIEW BY OWNER AND ARCHITECT. 1• — . — PATIO ECOND FL ! — O _ 10 4x4 WD POST W/ SIMPSON STRONG-TIE SYSTEM — ❑ 1` ❑ —❑ - PATIO ❑ 4 ❑ STAND-OFF BASE & POST CAP W/ AZEK OR EQUAL 4 — — — — 7 L3 COMPOSITE WOOD DECROTIVE COLUMN COVER. - SEE z W 7 — L 7A _ _ STRUCTURAL DRAWINGS � � z 11 WOOD TRELLIS OF 2x2'S O 6"OC, ON 2x10'S 0 10"OC, o Lu ON 2xl2'S AT rM ON 4X4 O O b b 12 12 EQUAL(2) QUAL COMPOSITE WOOD DECROII�COLUMNTS COVERAZEKR. PROJ. MGR. O O v 12 B'HTx9'W INSULATED GARAGE DOR MEETING 120MPH CHECKED MJ THIELE WIND LOADS - SEE DOOR SCHEDULE IMPACT DRAWN IOR FIRSFL — . T 13 LITE DOOR SIS EETDO RRSCHEDULE GLASS DOOR, FULL DATE ISSUED 9-30-04 — — — - — — . — — — FIRST FL — — — — PROJECT NO. 04-28 GARAGE FL DRAWING NO. 2 SOUTH ELEVATION EAST ELEVATION _ 1 A-6 A-6 SCALE 3/16"=1'-0" SCALE 3/16"=1'-0" A = 6 SHEET OF U CV M Q ~ C Q Fx r- 1 u s U _j 0 -0 U O LLA N [� m -i N a l Q w U Z � M W) WD FURRING 1/2" GWB EACH SIDE w w O a o 1/2' GWB 2X4 WOOD STUDS a STUCCO FINISH SEALANT (TYPICAL) r , = m S2 M E, o a CONC !' WOOD TRIM & 2X6 SUTDS `'' °� ° Q STUCCO TRIM PREHUNG DOOR FRAME 1/2- GWB 2x BLOCKING 6'-8`"AFFj STUCCO FINISH ° WD SHIM ON 1/2' SHEATHING ON 0 DRIP EDGE DOOR — SEE SCHEUDLE ___--- TRIPPLE 2x HEADER WD SHIM Q Q BCONT.OTSIDES NT EQ. 5 4" EQ• � RIP EDGE 6 LD DOOR =+ Tr BO°N11iT�SIDES NT 2'-8N 3'-0" _r_: AHEAD DETAIL HEAD DETAILHEAD °°°R - - A-7 N C E DETAIL 2-6 _ , N EAl SCALE 1-1/2 =1 -0 A-7 A-7 SCALE 1-1/2"=1'-0" 3'-0" E. 3'-0" SCALE 3"=1'-0" c m DOOR WOOD TRIM & E—A=1 BOTHSEALANT IDES NT PREHUNG DOOR FRAME 0 c \ WINDOW FRAME . I ' ❑ WD SHIM WOOD DOOR STOP CONT. SEALANT I t° BOTH SIDES in STUCCO TRIM WD SHIM O ------- x - OD in 2x BLOCKING e -CDNC DOOR - SEE SCHEUDLE STUCCO TRIM h s a 2x JACK STUDS , WD FURRING 1/2 GWB EACH SIDE 1/2- GWB 2X4 WOOD STUDS 2x6 STUDS iv iv , STUCCO FINISH STUCCO FINISH - - - - - - - - - - - -- - - - ......_--.- ------ ...... =SC, O -_-- ON 8" CMU WALL SEALANT (TYPICAL) 1/2' SHEATHING L - - F1- - F - - - 1/2- GWB @E3 JAMB DETAIL JAMB DETAIL / WINDOW SCHEDULED g�A MB DETAIL DOOR SCHEDULE SCALE 1-1/2"=1'-0" A-7 SCALE 1-1 2"=1'-O" SCALE 3"=l'-O" / WIN. OPENING SIZE FRAME DETAILS DR. OPENING SIZE DOOR GR. ricAME DETAILS HDWR TYPE WIDTH HEIGHT MAT. HEAD JAMB SILL LABEL REMARKS NO. TYPE WIDTH HEIGHT THICK. MAT. MAT. HEAD JAMB SILL GRP. LABEL FINISH REMARKS A 3'-0' 5'-9" VINYL 7 A-7 5/A-7 4/A-7 — A01 F1 3'-0" 6'—$" 1 V4"—FIBER FIBER A A-7 B A-7 — 1 — PNT B 2'-6" 1'-6" VINYL 7/A-7 5/A-7 --...6/A-7 — TRANSOM ABOVE DOOR A02 A 3'-0' W-8" 1 3/8w WD WD CIA-7 D A-7 — 1 PNT C 3'-0' 1'-6" VINYL 7/A-7 5/A-7 6/A-7 — TRANSOM ABOVE WINDOW A03 A 2'-6" 6'-8" 1 3/8- WD WD C A-7 D A-7 — 2 — PNT D 3'-0" 6'-0' VINYL 6&7 A-7 5/A-7 4/A-7 — A04 A 3'-0' 6'-8" 1 3 WD WD CIA-7 D A-7 — 2 PNT 3 �'•t� "�' • E 2'-8" 5'-0" VINYL 7 A-7 5 A-7 4 A-7 — A05 A 3-0 6—8 1 3 8 WD WD C A-7 D A-7 2 — PNT / — ,'"�• " _ �. `' WD FURRING F 3'-0" 5'-0" VINYL 3 A-7 2 A-7 1 A-7 - A06 LL 3'-0" 6'-8" 1 3 8" WD WD CA-7 D A-? - 5 - PNT PR 1'-6" t;�.:.;...... :. 2 — PNT +•, • .�• •:. A08 LL 5'-0" 6'-8" 1 3/8' WD WD C/A-7 DIA-7 — 5 — PNT PR 2'-6" �..•w•s STUCCO FINISH V . CONC A09 FF 5'-0" 6'-8" 1 3 8" ER FIBER A A-7 B A-7 6 — PNT PR 2'-6" '�•`•� WINDOW SCHEDULE - LEGEND 0 4 �' •� h STUCCO TRIM A10 G 9'-0" S'-0" 1 3 4" UM ALUM simA A-7 sim6 A-7 — 3 — PNT GARAGE DOOR 2x BLOCKING A11 G 9'-0' 8'-0" 1 WD SHIM 3 4" ALUM ALUM simA A-7 aim8 A-7 — 3 — PNT GARAGE DOOR m �' ..r '•�••' VINYL = VINYL OR ALUM, SINGLE HUNG WINDOW FRAME, W/ SCREENING & CLEAR Al2 FFF 7'-6' W-8" 1 3/4! FIBER FIBER ALA-7 B A-7 - MFG - PNT 3 2-6 SLIDE • v A13 FFI" 7-6 6-8 1 3 4 FIBER FIBER A A-7 8 A-7 - MFG - PNT 3 2'-6" SLIDE 0 DRIP EDGE GLAZING. N N V A14 A 2'-8" 6'-8" 1 3/80 -WD WD C/A-7 D/A-7 - 2 - PNT •r•• C� C A15 A 2'-8' 6'-8" 1 3/8w WD WD C A-7 D A-7 — 2 — PNT Z 0 CONT. SEALANT WINDOW SCHEDULE - NOTES A15 A 2'-8' 6'-8" 1 3 8' 10 WD C A-7 D/A-7 — 2 — PNT — .F. BOTH SIDES A17 A 2!-68 6—8 1 3 8 WD WD C — D — — 0 WINDOW FRAME w " A 7 A 7 - 2 PNT J Q V A18 FF 5-0 6-8 1 3 , FIBER FIBER AIA-7 &A-7 - 6 - PNT PR 2'-6" HEAD DETAIL A19 F 2'-6" 6'-8" 1 3/42N FABER FIBER EA-7 F A-7 A-7 O1 MEMNON ft. SUBMIT SHOP DWGS FOR APPROVAL, INCLUDE ALL FIELD VERIFIED A20 A 2'-8' 6'-S" 1 3 8' WD WD C A-7 D A-7 - 2 - pNT m �' C4 DIMENSIONS AND 1/2 SIZE DETAILS OF ASSEMBLY & ATTACHMENT, " " SCALE 1-1/2w=19-00W �� M A21 A 2—8 6—8 1 3 8 WD WD —7 _D/A-7 — 4 — PNT POCKET DOOR Lu 0 Q C A22 A 3'-0" 6'-8" 1 3/8= WD WD C A-7 D A-7 — 4 PNT POCKET DOOR = (y WINDOW FRAME A23 A 2'—B* 6'-8r 1 3/8" WD WD C A-7 D/A-7 — 2 — PNT 0 V CONT. SEALANT 1/2" GWB A24 A 2—8 6—S" 1 318 WD WD C A-7 D A-7 — 2 — _PNT O �► 0 BOTH SIDES STUCCO FINISH A25 A 3'-0* 6�8w 1 3/80 WD WD C/A-7 D/A-7 — 4 — PNT POCKET DOOR = 0 �} WD SHIM __ — ON 1/2' SHEATHING ON A26 A 2-8 6-8 1 ,8 WD is C A-7 0 A-7 — 2 — PNT Z , \I —TRIPPLE 2x HEADER FINISH SCHEDULE A27 LL 4'-0' 6'— " "`13 8" --VA-7 D A-7 — 5 — PR 2'-0" V 1x TRIM d. A28 A 2'-8" 6'-8" 1 318 ' WD WD _ _ A29 LL 5—0 6—8 1 3 8 WD — 0 A-7 — 5 PNT PR 2'-6" C �---TRIPPLE 2x HEADER — -7 D A-7 2 PNT O (V t • • w w DRIP EDGE 5—O' 6'-8" 1 3 4" TIBER E A-7 F A-7 — 6 — PR 2'-6" ~ y DRIP EDGE WALLS CEILING WD SHIM WD SHIM NO. ROOM NAME FLOOR BASE WEST NORTH EAST SOUTH MAT. HT REMARKS ® LCL CONT. SEALANT CONT. SEALANT , , BOTH SIDES BOTH SIDES A100 FOYER WD WD4 GWB/P GWB/P GWB/P GWB/P GWB 9'-4" N WINDOW FRAME WINDOW FRAME A101 CLOSET WD WD4 GWB/PNT GWB/P GWB/P GWB/PNT GWB 9'-4" � MULL DETAIL DOOR 6 3 HEAD DETAIL A103 GARAGE CDNC — GWB/P GWB/PNT GWB/P GWB/P GWB 9'-8" SCHEDULE LEGEND A-7 A103 BEDROOM 1 CPT WD4 GWB/P GWB/P GWB/PN GWB/PNTGWB 9'-4" SCALE 1-1/2"=1'-0" A-7 SCALE 1_1/2"=1'-O" A104 CLOSET CPT WD4 GWB/PN GWB/P GWB/F` GWB/PGWB 9'-4" DOOR TYPE A - INTERIOR PANEL, SOLID CORE DOOR, NO WINDOW LITES A105 WIC CPT WD4 GWB/PNT GWB/PGWB/PGWB/PNT GWB 9'-4" A106 HC BATH 1 CT CT GWB P GWB P GWB P GWB P GWB 9'-4" DOOR TYPE F = FIBERGLASS SOLID CORE PRE-HUNG, PAINT GRADE, FULL LITE W/ TEMP GLASS WINDOW FRAME WINDOW FRAME A107 LINEN CLOSET CT CT GWB/P GWB/P GWB/P GWB/PNT GWB 9'-4" DOOR TYPE F1 = FIBERGLASS SOLID CORE PRE-HUNG, PAINT GRADE, FULL LITE W/ TEMP GLASS CONT. SEALANT / WITH (1) 8" SIDE LITE BOTH SIDES NT ( BOTH SIDES A201 LIVING ROOM WD WD4 GWB/P GWB/P GWB/PNTGWB/PNTGWB 12'-0 DOOR TYPE G = ALUM. 120MPH RATED, EXTERIOR INSULATED GARAGE DOOR, PAINT FINISH WD SHIM WD SHIM A201 WIC WD WD4 GWB/PGWB/PNT GWB/PGWB/P GWB 12'-0 DOOR TYPE L = LOUVERED BI-FOLD WOOD DOOR, PAINT GRADE A202 UTILITY SV WD4 GWB/P GWB/P GWB/P GWB/P GWB 12'-0 $ N STUCCO TRIM STUCCO SILL A203 BATH 2 CT D GWB/P GWB/P GWB/PNTGWB/P GWB 12'-0 PNT = PAINT OR STAIN FlNISH ON NEW OR EXISTING DOOR, SEE FINISH SCHEDULE FOR COLORS `" 's 2x JACK STUDS A204 HALL WD WD4 GWB P • v 2x BLOCKING / GWB/P GWB/P GWB/P GWB 12—0 WD = SOLID CORE WOOD DOOR, STAIN GRADE, PLANE SAWN BURTCH W/ CLR POLYURITHANE FINISH _ A205 DINING WD WD4 GWB/PNT GWB/PNT GWB/P GWB/P GWB 12'-0 J 2 " WD FURRING 2x6 STUDS A206 NOOK WD WD4 GWB/PGWB/PGWB/PGWB/PGWB 12'-0 1/2" GWB 2h STUCCO FINISH A207 PANTRY WD WD4 GW8/P GWR/ GWB/PN GWB/PM GWB 12'-0 DOOR SCHEDULE NOTES W t F-1 8CMU STUCCO WALL 1/2" SHEATHING A208 KITCHEN `WD WD4 GWB/PN GWB/P GWB/PNTGWB/P GWB 12'-0 1/2 GWB A300 MASTER BEDROOM 3 WD WD4 GWB P GWB/Pw GWB/P -GWB/PNT GWB 9-0' 5 JAMB DETAIL 2 JAMB DETAIL A301 MASTER BATH 4 CT CT GWB/PNT.GWB/PNTGWB/P GWB/PNTGWB 9-0" 1� DOOR SCHEDULE FOR UNIT 'A' IS TYPICAL FOR BOTH UNITS y A302 WIC WD WD4 GWB/PW GWB/P GWB/PW GWB/P GWB 9—O" W A-7 SCALE 1-1/2"=1'-0" A-7 A303 UTILITY SV WD4 GWB/P GWB/P GWB/P GWB/P GWB 9-0" O SUBMIT SHOP DWGS FOR APPROVAL, INCLUDE ALL FIELD VERIFIED r t' SCALE 1-1/2"=l'-0* DIMENSIONS AND 1/2 SIZE DETAILS OF ASSEMBLY AND ATTACHMENT. A304 HALL WD WD4 GWB/P GWB/P GWB/P GWB/P GWB 9-0" Q A305 LAUNDRY CT CT GWB/P GWB/P GWB/ GWB/p GWB 9-0" 3 SUBMIT FINAL HARDWARE SCHEDULE FOR APPROVAL W WINDOW FRAME �_--WINDOW FRAME A306 BEDROOM 2 WD WD4 GWB/PNTGWB/PNTGWB/P GWB/P GWB 9-0" $ _ BOTH SIDES NT CONT. SEALANT A307 CLOSET WD WD4 GWB/P GWB/PNT GWB/PNT GWB/P GWB 9-0" HARDWARE SETS h Z BOTH SIDES WD SHIM WD SHIM A308 WIC WD W04 GWB/PNT GWB/P GWB/PN GWB/PN GWB 9-0" A309 BAS 3 PROJ. MGR. CT CT GWB/P GWB/P GWB/PN GWB/P GWB 9-0" PROVIDE LEVER TYPE HANDLES TO COMPLY WITH ADA. MJ THIELE STUCCO SILL CHECKED d- STUCCO SILL COORDINATE ALL KEYING WITH THE OWNER'S KEY WAY SYSTEM. FINISH SCHEDULE LEGE PROVIDE EXTERIOR WEATHER STRIPS AND WEATHER TIGHT THRESHOLDS DRAWN 2x BLOCKING 2x BLOCKING N D FINISH SCHEDULE NOTES 1/2"MAX.HT.AT ALL EXTERIOR DOORS. CONC __ 2x6 STUDS DATE ISSUED 9-30-04 SET NO.1 SET NO. SET NO.WD FURRING PTI = PORCELAIN TILE: FLOORING AND OR BASE SET N0.4 PROJECT N0. 04-28 1/2' GWB ° STUCCO FINISH 1-1/2 -PAIR-BUTTS 1 1/2 PAIR-BUTTS 1 -AUTOMATIC GARAGE DOOR 1 SET-POCKET DOOR SLIDING TRACK EXP = EXPOSED STRUCTURE & DECK ABOVE, NO FINISH CEILING O FINISH SCHEDULE FOR UNIT 'A' IS TYPICAL FOR ALL UNITS 1 -PRIVACY LATCHSET LEVER 1 -LATCHSET LEVER OPENER w/LIGHT. 1 SET-BUMPER SILENCERS DRAWING N0. '1 STUCCO FINISH 1/2- SHEATHING CDNC = EXPOSED CONCRETE. SEALED, NO FINISH FLOOR 1 -DEADBOLT LOCK 1 -HINGE TYPE DOORSTOP ON 8" CMU WALL ( WD4 = 5-1/4" WOOD BASE, PAINT FlNISH 2O ALL FINISH COLORS ARE TO BE SELECTED BY THE OWNER 1 -DOOR STOP 1 -RECESSED PULL 1/2" GWB EX — EXISTING TO REMAIN 1 -WEATHERPROOF SILL 4 SILL DETAIL , SILL D ETA I L GWB - GYP. WALL BOARD, WALLS AND OR CEILINGS 1SET-WEATHERSTRIPS SET N0.6 3 -PAIR-BUTTS CPT'- CARPET 1 -PRIVACY LATCHSET LEVER A-7 SCALE 1-112"-l'-Cr A-7 / SCALE 1-1/2"=1'-0" PNT = PAINT SET NO.5 1 -DEADBOLT LOCK PL - PLASTIC LAMINATE 3 -PAIR-BUTTS 1 -DOOR STOP A = 7 CT - CERAMIC TILE: FLOOR, WAINSCOTT AND OR BASE 1 SET-BI-FOLD SLIDING TRACK 1 -WEATHERPROOF SILL SV = SHEET VINYL FLOORING 1 -PULL EA. BI-FOLD 1SET-WEATHER STRIPS SHEET OF CONC. FOUNDATION 2'-0;; W/3—#5'S CONT. AND 72'—9 7 8" A'T24"TRANSVERSE W/4N#5'S60" E.W. -8 1 7 ' —0 12'-8" 6 -0 15'-3 3/8" 10'-6 3/4" 17'-11 7/8" 3'-3 1/2" co 200 - -\ - - — � - ,IF i T.A 8" CMU WALL W/#5'S VER 24 O.C. ric Ix — FILL 3 CELLS I 6 HCELI4'-6"x4'-6"x1'-0" TH W/4N#5S E.W. oo ONE #5 EACH L _ I °' I SPREAD FOUNDATION I °' I 5'-0"x5'-0"x1'-3" I 4 4" CONCRETE SLAB W/ I I W/5—#5'S E.W. S-5 FIBERMESH ON VAPOR p BARRIER ON COMPACTED 3 I D ALSO SEE NOTE S-6 SOIL S-6 8, THIS SHEET S-5 - � � � I w I N .I N C _ ] 4" STEP SPREAD FOUNDATION �— 5'-0"x5'-0"x1'-3" cv W/5—#5'S E.W. 8" CMU WALL W/#5'S 33'-8 1/8" I0 24"O.C. INTERIOR LOAD EDGE OF I BEARING WALLS I ( 21'-0" I CONCRETE WA1 0 1,.,.,.,—CONC.0x1'-ONxDC01NT CONC. FOUNDATION ON 3 CELLS WITH" " ONE #5 EACH CELL � W/3,-#5'S CONT. AND 1 3 —0 x1 —0 xCONT I 20 CMU PIER T. I #4'S TRANSVERSE S-5 1 W/3—#5'S CONT. AND I W/4N#5'S VERT. AT 24*0.C. S-5 #4-S "TRANSVERSE I (TYP. 5 PLACES) 8" CMU WALL WITH I AT 24 O.C. I #5'S VERT. �► 24-O.C. l_. —_ 00 ao I 0D • • • I 00 I41 F OTH AORC I I I I 8" CMU WALL W/#5'S E S-6 CONC. FOUNDATION 0 24"O.C. I I I 2'-0"x1'-0"xCONT SPREAD FOOTING I - �CONC. FOUNDATION I W/3—#5'S CONT. AND 6x6x1'-3" W/ I r 2 —0 x1 —0 xCONT #4'S TRANSVERSE 21'-0" 6—#5'S E.W. 1, i W/3—#5'S CONT. AND ( I AT 24 O.C. I °' I #4'S TRANSVERSE T .. I I AT 24"O.C. INTERIOR LOAD I I BEARING WALL I I 1 S-5 rD I I I 8" CMU WALL W/#5'S 'I I — 1'-6"(TYP) S-6 4" CONCRETE SLAB W/ LF24"O.C. - I--� I L FIBERMESH ON VAPOR � _ -� ^I o I � E-- iii--- ____ BARRIER ON COMPACTEDc� 'I4" STEP SOIL 3 N N I I N �-5 D ALSO SEE NOTE S-6 8, THIS SHEET 4 I � S-5 4'-6"x4'-6"x1'-0" IS-6 W/4N#5 S E.W. � " " IT4 —6 x4 —6 x1 —0 I i o� I o W/4N#5'S E.W. I PROVIDE A MIN. OF I 1 , I I 1—#5'S ® CORNERS AND H EDGE OF I I I I S-5 'c�•. 8" CMU WALL W/#5'S VEJRT. OPENING I ® 24 O.C. --o:-oLF -j co 3'-3 1/ �— 7'-0" 12'-8" 6'-0" 15'-3 3/8" 10'-6 5/8" 18'-0" 1'-8" FILL 3 CELLS WITH 72'-9 7/8" ONE #5 EACH CELL—j CONC. FOUNDATION 2'-0"x1'-0"xCONT W/3—#5'S CONT. AND #4'S TRANSVERSE AT 24"O.C. FOUNDATION PLAN SCALE: 1/4"=l'—Ow FOUNDATION NOTES: 1. THE FDN. PLAN IS BASED UPON AND HAS BEEN COORDINATED W/TRUSS REACTIONS PROVIDED BY MANNING BUILDING SUPPLY TRUSS DIVISION. (FILE NO. D0915F). 2. GARAGE DOOR AND ANCHORAGE SHALL COMPLY W/120 MPH WIND OR 4OPSF WIND PRESSURE. 3. FINISH FLOOR ELEVATION VARIES, SEE ARCH. DWGS. FOR SLAB/STEP DETAILS. 4. CONNECTORS ARE SIMPSON STRONG TIE OR EQUAL. 5. ALL FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE. 6. SEE SHEET S-5 & S-6 FOR FOUNDATION DETAILS AND NOTES. 7. VERIFY ALL DIMENSIONS WITH ARCH. DWGS. 8. COORDINATE ELEVATOR PIT DIMENSIONS WITH ACTUAL EQUIPMENT PURCHASED. LL W W STEEL BEAM W L' W1 6X36 Z O N 8" CMU WALL WITH LINTEL, SEE DETAIL 12 8" CMU WALL WITH LINTEL. SEE DETAIL 12 A " W rr) #5'S 0 24-O.C. ON SHEET S-5 ' " PROVIDE 3/8 THICK BEARING O #5 S m 24 O.C. ON SHEET S-5 PLATE. ATTACH BEAM TO WALL > (D O Q M WITH 2-5/8-0 EPDXY ANCHORS O z m � M W OJn . ---� z �- CD w LL Li J _ _l w 2 EO � o S-5 W r� Og S-5 Um WOOD BEAM BY TRUSS SUPPLIER M O UU FLOOR DECK THIS AREA Q �/ SHALL BE FASTENED TO 8 CMU WALL AND PIER 2 f 11 JOISTS W/#8 NAILS O S-5 9 SIM. V S-5 q? 6"O.C. � S-5 6 0 204 N LINTEL, SEE DETAIL 0 // // ® 12 ON SHEET S-5 o / o N 1 / / N Lfr- K' / PRE-ENGINEERED // / // PRE-ENGINEERED M FLOOR TRUSSES FLOOR TRUSSES BY TRUSS SUPPLIER / / / BY TRUSS SUPPLIER S-5 3 S-5 80 CMU WALL WITH CMU WALL a #5'S O 24"O.C. 1 / / / (n #5'S O 24 O.C.WITH d. S-5 0 PRE-ENGINEERED / PRE-ENGINEERED — V Z J M FLOOR TRUSSES / / FLOOR TRUSSES U. BY TRUSS SUPPLIER / / / / BY TRUSS SUPPLIER j W V o CLW e Q W m N 0 ® Uj > O O O '. LU = Q WOOD BEAM, ALSO FLOOR DECK THIS REA 2 N LINTEL, SEE DETAIL Z J SEE NOTES, THIS SHALL BE FASTEN TO S-5 12 ON SHEET S-5 J 3 a SHEET. 9 CMU WALL AND PI R UA 0 JOISTS W/#8 NAI O S-5 6"O.C.m ZWOOD BEAM BY TRUSS SUPPLIER Q Q 2LL. 8 S-5 SIM. S-5 S-5 SECOND 8" CMU WALL WITH #5'S ® 24"0.C. FLOOR PROVIDE 3/8" THICK BEARING FRAMING LINTEL, SEE DETAIL 12 \_8" CMU WALL WITH PLATE. ATTACH BEAM TO WALL ON SHEET S-5 #5'S O 24"0.C. ONSHEETS DETAIL 12 WITH 2-5/8"0 EPDXY ANCHORS PLAN SECOND FLOOR FRAMING PLAN STEEL BEAM W1 6x36 SCALE: 1/4"=V—0" QGabriel M. Bove 2004 opyright, Gabriel M. Bove, 2004. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Gabriel M. Bove. W D U) U) Z Z O 1= a v � � U ~ W Z Z SHEARWALL NOTESa WOOD BEAM SCHEDULE Ov MARK DESCRIPTION BEARING (MIN) COMMENTS SECOND LEVEL NOTES: 1. PROVIDE 2 STUDS EACH END OF SHF�4RWALL B-1 5 1 4 WIDE x 16m DEEP LVL 5 INCHES INTERIOR FLOOR 1 I V F BEAMS 1. PROVIDE FULL DEPTH BLOCKING AT LOAD BEARING WALLS 2. USE 1/2"0 A.B. OR EPDXY ANCHOR FOR HOLD B- DOWN. B-3 142' WIDE x 14 DEEP LVL 3 INCHES ROOF BEAMS OR MID SPAN BRACING. B-4 3 1/2' WIDE x 14 DEEP LVL 3 INCHES DECK BEAMS o W 3. SHEARWALL LENGTHS ARE AS NOTED ON NOTES: 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. \ o DRAWINGS (MIN). 3. SEE GENERAL NOTES AND DETAILS ON SHEET S-5. 1.ENGINEERED LUMBER SPECIFIED IN TABLE ABOVE IS BASED UPON G-P LAM LVL BY GEORGIA PACIFIC CORP. SUBSTITUTIONS OF EQUAL CAPACITY 4. SEE SHEAR WALL SCHEDULE ON THIS SHEET. o �W ARE ALLOWED. SHEARWALL SCHEDULE 2.BEARING IS TO BE ACROSS FULL WIDTH OF BEAM. 5. SEE DETAIL E ON SHEET S-6 FOR SHEAR WALL NAILING PATTERN. JOB N0. - MARK SHEATHING NAILING HOLD DOWN LATERAL EDGE FIELD SIZE EACH END ANCHOR BOLT 3.LATERAL SUPPORT MUST BE PROVIDED AT BEARING POINTS. 6. DO NOT CUT OR ALTER TRUSSES UNLESS APPROVED BY SW 7/16 OSB 1 SIDE 3 1?n 8d HD5A OR HTT16 1/2w00240 TRUSS ENGINEER. DRAWN: SCS 4.PROVIDE SIMPSON ST22 OR EQUAL AT EACH END OF BEAM. 5.NAIL MULTIPLE MEMBERS AS FOLLOWS: CHECKED: JAB TWO ROWS - 16d NAILS AT 12"O.C. 14" AND 16" DEEP - THREE ROWS OF 16d NAILS FROM EACH SIDE AT 12" O.C. SCALERS NOTED S - 2 DRAWING NO. W 2X6 WOOD STUDS CONT. LEDGERUj AT 16 O.C. WF- LC)N 2x6 WOOD 5 2 ROWS OF U WALLS S-5 WOOD BLOCKING z W v � 2x10 > V O0SW SW Q M AJ I IV SW o W It rf) to O "? V-011Lan M 4x4 WOOD COLUMN 0() CD 8 0 2 N W J � W S-5 595 IM. S-5 -2x6 (TYP) —j > a Ml W ro o o WOOD BEAM BY I n/ U C/)N TRUSS SUPPLIER WOOD TRELLIS LL U SHEAR WALL, SEE (SEE ARCH. DWGS) Q E/S-6 2 vii S-5 V (n z lode SW v rn 7 loz S-5 2 Li WOOD BEAM BY S-5 6 TRUSS SUPPLIER ■ 0 m 8 r PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED q M FLOOR TRUSSES FLOOR TRUSSES FLOOR TRUSSES BY TRUSS SUPPLIER BY TRUSS SUPPLIER BY TRUSS SUPPLIER I cxv I" 8" CMU WALL W/#5'S 0 48"O.C. 2X6 WOOD WALL 71 NOTE: SEE ELEVATION 6 ON SHEET S-6 Z S-5 Q U - PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED o M FLOOR TRUSSES FLOOR TRUSSES FLOOR TRUSSES O 0 BY TRUSS SUPPLIER BY TRUSS SUPPLIER BY TRUSS SUPPLIER N I ® Z J LL°D WOOD BEAM BY TRJ USS SUPPLIER o_ X - N W V 2 7 S-5 d m W SHEAR WALL, SEE gyy S-5 J m E/S-6 (,? A 11 O WOOD BEAM, ALSO �-5 0 = Q SEE NOTES, THIS SHEET. .J cv � F- � � J O Q M N WOOD BEAM BY I WOOD TRELLIS TRUSS SUPPLIER (SEE ARCH. DWGS) z ~ o S95 IM. 3 2 cc N N S-5 2x6 (TYP) Q 8 LL S-5 SW 4x4 WOOD COLUMN SIN 6'-0" SW I W11 I THIRD 2x6 WOOD 5 2x10 FLOOR W'A'S S-5 2 ROS OF AT 616"0O.C.WODSTUDS WO DWBLOCKING FRAMING THIRD FLOOR FRAMING PLAN CONT. LEDGER PLAN 1 SCALE: 1/4"=1'-0" QGabriel M. Bove 2004 opyright, Gabriel M. Bove, 2004. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Gabriel M. Bove. W G7 Z z 0 O � . � a U � � U I W U) SHE/iRA iL _N_cr_rf=c_. WOOD BEAM SCHEDULE o 1. PROVIDE 2 STUDS EACH END OF SHEARWALL MARK DESCRIPTION BEARING (MIN) COMMENTS SECOND LEVEL NOTES: 0 B-1 5 114w WIDE x 16n5 INCHES INTERIOR FLOOR 1. PROVIDE FULL DEPTH BLOCKING AT LOAD BEARING WALLS 2. USE 1/2-0 A.B. OR EPDXY ANCHOR FOR HOLD - 1 WI x 11 1/4- P LVL 3 INC ROOF BEAMS OR MID SPAN BRACING. DOWN. B-3 3 142- WIDE x 14 DEEP LVL 3 INCHES WALL BEAMS B-4 3 1 2 WIDE x 14 DEEP LVL 3 INCHES DECK BEAMS 2SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. IW . - 3. SHEARWALL LENGTHS ARE AS NOTED ON NOTES: \ q0 DRAWINGS (MIN). 3. SEE GENERAL NOTES AND DETAILS ON SHEET S-5. 1.ENGINEERED LUMBER SPECIFIED IN TABLE ABOVE IS BASED UPON G-P LAM LVL BY GEORGIA PACIFIC CORP. SUBSTITUTIONS OF EQUAL CAPACITY 4. SEE SHEAR WALL SCHEDULE ON THIS SHEET. ARE ALLOWED. . 2BEARING IS TO BE ACROSS FULL WIDTH OF BEAM. 5. SEE DETAIL E ON SHEET S-4 FOR SHEAR WALL NAILING SHEARWALL SCHEDULE PATTERN. MARK SHEATHING NAILING HOLD DOWN LATERAL JOB NO. EDGE I FIELD SIZE EACH END ANCHOR BOLT 3.LATERAL SUPPORT MUST BE PROVIDED AT BEARING POINTS. 6. DO NOT CUT OR ALTER TRUSSES UNLESS APPROVED BY SW 7/16 OSB 1—SIDE) 3 12 8d HD5A OR HTr16 1/2"0024w— 4.PROVIDE SIMPSON ST22 OR EQUAL AT EACH END OF BEAM. TRUSS ENGINEER. DRAWN: SCS 5.NAIL MULTIPLE MEMBERS AS FOLLOWS: TWO ROWS - 16d NAILS AT 12"O.C. CHECKED: JAB 14" AND 16" DEEP - THREE ROWS OF 16d NAILS FROM EACH SIDE AT 12" O.C. SCALERS NOTED S - 3 DRAWING NO. n/ W W Q. W C) N 6" WOOD STUDS 0 ri 0 z N 16" O.C. W S-5 � to O Q 2x10jD/4x4 2 ROWS OF PROVIDE CONT. 6'-0" `J O COLUMN WOOD WOOD BLOCKING WOOD LEDGER SW O z SW m M m W OM 3 J � � � � 2x6 z Q Lj -jwLC � w _jJW WOOD TRELLIS WOOD WALL 2x6 J O o SEE ARCH. DWGS 0 16" O.C. ( W � z a ( ) ) — O Cn � U M O Q N 0D 2x 10 LL 3 2 ROWS OF (� N WOOD BLOCKING r' P OVIDE CONT. 2x6 WOOD LE DGER 10 4x4 WOOD S-5 COLUMN WOOD TRELLIS (SEE ARCH. DWGS) 16 INCH DEEPn WOOD I JOIST NOTE: SEE ELEVATION BY TRUSS SUPPLIER ON SHEET S-6 8" CMU WALL W/#5'S 0 48 O.C. 3 c'n 6 `n Z S-5 SIM a 16 INCH DEEP 0 WOOD BY TRUSS I JOIST SUPPLIER � WOOD TRELLIS � Q LL WOOD WALL 3 (SEE ARCH. DWGS) NOTE: SEE ELEVATION ~ J ON SHEET S-6 W D V 10 _ 4x4 WOOD a m W S-5 P OVIDE CONT. COLUMN 0 LU in WOOD WALL (2x6 WOOD GER ..J (� 0 16" O.C.) O It 2 ROWS OF 2x6 W = N WOOD BLOCKING0 J co 2x 10 j O Q WOOD TRELLIS W E" (SEE ARCH. DWGS) z Q 4 LL" 2X6 1111 4x4 WOOD SW 7 SW ROOF COLUMN 6'-0" 2x10 2 ROWS OF PROVIDE CONT. FLOOR WOOD BLOCKING WOOD LEDGER 10 FRAMING 6" WOOD STUDS 0 S-5 16" O.C. PLAN ROOF FLOOR FRAMING PLAN SCALE: 1/4"=l'-O" nC Gabriel M. Bove 2004 Copyright, Gabriel M. Bove, 2004. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Gabriel M. Bove. W D U) (J) Z o 0 F- F-- a U � U W Z D SHEARWALL NOTES z - E --- -- WOOD BEAM SCHEDULE o MARK DESCRIPTION BEARING (MIN) COMMENTS SECOND LEVEL NOTES: 1. PROVIDE 2 STUDS EACH END OF SHEARWALL B-1 5 1 4 WIDE x 16 DEEP LVL 5 INCHES INTERIOR FLOOR 2. USE 1/2"0 A.B. OR EPDXY ANCHOR FOR HOLD B- 142- WI x 11 EP LVL INCHES F BEAMS 1. PROVIDE FULL DEPTH BLOCKING AT LOAD BEARING WALLS DOWN. B-3 1 WI x 4 DEEP LVL 3 INCHES WALL BEAMS OR MID SPAN BRACING. B-4 3 1/2- WIDE x 14 DEEP LVL 3 INCHES DECK BEAMS o W 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. �- 3. SHEARWALL LENGTHS ARE AS NOTED ON -NOTESe 3. SEE GENERAL NOTES AND DETAILS ON SHEET S-5. \ � DRAWINGS (MIN). 1.ENGINEERED LUMBER SPECIFIED IN TABLE ABOVE IS BASED UPON G-P LAM LVL BY GEORGIA PACIFIC CORP. SUBSTITUTIONS OF EQUAL CAPACITY 4. SEE SHEAR WALL SCHEDULE ON THIS SHEET. o ARE ALLOWED. 5. SEE DETAIL E ON SHEET S-4 FOR SHEAR WALL NAILING SHEARWALL SCHEDULE 2.BEARING IS TO BE ACROSS FULL WIDTH OF BEAM. PATTERN. JOB NO. - MARK SHEATHING NAILING HOLD DOWN LATERAL EDGE FIELD SIZE EACH END ANCHOR BOLT 3.LATERAL SUPPORT MUST BE PROVIDED AT BEARING POINTS. 6. DO NOT CUT OR ALTER TRUSSES UNLESS APPROVED BY SW 7/16 OSB 1 SIDE 3 12 8d I HD5A OR HTT16 1/2-002 TRUSS ENGINEER. DRAWN: SCS 4.PROVIDE SIMPSON ST22 OR EQUAL AT EACH END OF BEAM. 5.NAIL MULTIPLE MEMBERS AS FOLLOWS: CHECKED: JAB TWO ROWS - 16d NAILS AT 12"O.C. 14" AND 16" DEEP - THREE ROWS OF 16d NAILS FROM EACH SIDE AT 12" O.C. SCALEAS NOTED S - 4 DRAWINGNO. 2x8 PRESSURE TREATED PLATE PLYWOOD SHEATHING WOOD BEAM BY TRUSS WITH 1/2"0 AB OR EPDXY SUPPLIER MASONRY NOTES: ANCHORS AT 24' O.C. 2-#5 CONT. IN FOR ALATERAL AND UPLIFT EITHER DESIGN DATA FILLED BOND 1. THE TYPE OF MORTAR PROPOSED FOR USE MUST CONFORM TO C270, TYPE BEAM FJA OR PA51 NN L.L 1. MINIMUM 28-DAY COMPRESSIVE STRENGTH C ') OF M OR S GREY. CAST-IN-PLACE CONCRETE..............................s...................................2500 PSI #5 024" C/C (1ST, 2ND FL) LLI 2. THE CONTRACTOR SHALL ADEQUATELY AND CONTINUALLY BRACE ALL MASONRY WALLS 5 048° C/C (3RD FL) 2. REINFORCING STEEL � W EXPOSED TO WIND AND/OR OTHER LATERAL LOADS DURING CONSTRUCTION UNTIL THE NOTES IN CONCRETE AA A DEFORMED REINFORCING BARS.................... FILLED CELLS L.L W I .................ASTM A615-60 ENTIRE STRUCTURE IS ENCLOSED OR SPECIAL PERMISSION HAS BEEN GIVEN FOR REMOVAL (TYPICAL) Z U N OF BRACES. 1. COORDINATE FOOTING ELEV. z ' ' I B) WELDED WIRE FABRIC SHALL CONFORM TOASTM A185 AND ASTM WITH SITE CONDITIONS. W A8 . f8"CMU W/ 3. CONCRETE MASONRY UNITS: CONFORM TO ASTM C 90, STANDARD SPECIFICATIONS FOR W HORIZ. JOINT 2x (PRESSURE TREATED) O 3. NORMAL WEIGHT HOLLOW CONCRETE MASON UNITS SHALL COMPLY WITH HOLLOW LOAD BEARING CONCRETE MASONRY UNITS", GRADE "N", TYPE I, MEDIUM TEXTURE. 2. FLOOR SLAB/WALL DETAIL N REINF 016" C/C TRUSSES LO � r� o ASTM C90; F M = 1500 PSI. UNITS SHALL BE MODULAR DIMENSION, NOMINAL SIZE AND SHALL INCLUDE ALL SPECIAL SHALL BE CONTRACTOR WOOD SSS O I j m SHAPES AND SIZES TO COMPLETE THE WORK, BE FREE OF CRACKS, CHIPS AND SURFACE PREFERENCE. M r7 4. METALS ` 20" CMU PIER W O DEFECTS NOTICEABLE AT A DISTANCE OF 12 FROM EXPOSED WALL. W/4-#5'S IN FILLED CELLS J 00 CD t� A) STRUCTURAL STEEL BEAMS, ANGLES, PLATE ETC...................... . o, ASTM A36 e". . 3. PROVIDE 2-#5 S AT EACH 4. REINFORCEMENT: CORNER AND FACE OF WALL CONCRETE SLAB J Lj B) PIPE TUBING.................................................. ...........................ASTM A53 OPENING IN FILLED CELLS FIN. GRADE GRADE W J z C) BOLTS.. . .ASTM A325 A) REINF RLD ECE ENT ASRTICAL NMASONRY NWORK MPROGRE SES.LY IN PLACE. PLACE HORIZONTAL (TYPICAL) 8" MIN. SOIL 3-#5 CONT. J n 0 - _ . ........................................................ ......................... HURRICANE CLIP az > a 4. BAR SPLICE (LAP) #4 024 C/C (2) 2 X PLATE tL z D) WELDING ELECTRODES................................... ................................AWS E70 2 H7'S PER TRUSS W f O B) TIE LAP SPLICES SECURELY TO PREVENT DISPLACEMENT. SHALL BE 48 BAR DIAMETERS. 8 MIN. ♦ � 5. NON-SHRINK GROUT: EMBECO 636 AS MAN ACTURED BY MASTER BUILDERS, - SHEATING AS 4-#5 DOWELS � U � Cn CLEVELAND, OHIO, FERROGROUT BY L & M C STRUCTION CHEMICALS OR FER- C) COLD BEND ALL BARS. DO NOT STRAIGHTEN OR OTHERWISE REPAIR DAMAGED REQUIRED e • U PLATE STUD STRAP O Q ROLITH G BY SONNEBORN BUILDING PRODUC REINFORCEMENT. DO NOT INSTALL KINKED OR DAMAGED REINFORCEMENT. AT 16 O.C. -D 6. DESIGN LOADS - FLORIDA BUILDING CODE 2 1 EDITION D) PROVIDE ONE #5 BAR MINIMUM EACH SIDE OF ALL OPENINGS. r7 2 X STUDS AT 16" O.C. CONCRETE FOOTING A} LIVE LOAD: 2'-0"' PERIMETER SEE PLAN FOR SIZE 3'-0" INTERIOR AND REINF. ROOF.................................... .20PSF 5. GROUTING: NO GROUTING WILL BE PERFORMED UNLESS CELLS HAVE BEEN INSPECTED B) FLOOR LOADS: AND THE GROUTING OPERATION AUTHORIZED BY THE PROJECT SUPERINTENDANT. S ECTI 0 NS ECTI 0 N SECTION LIVE LOAD....................................................... SCALE: NONE 2 SCALE: NONE 3 .........................40PSF A) ASSURE THAT GROUT CORE IS CLEAR FROM MORTAR DRIPPINGS AND SCALE: NONE 1 C) STAIRS AND OTHER DEBRIS. LANDINGS....................................................... . ....................10OPSF B) DO NOT EXCEED (6') IN HEIGHT FOR GROUT LIFTS. GENERAL NOTES C) CONSOLIDATE GROUT FOR FILLING REINFORCED CELLS IN PLACE BY 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. VIBRATION OR OTHER METHODS WHICH INSURE COMPLETE FILLINGOF THE CELLS OR CAVITIES. 2. ANY DISCREPANCIES ON THE PLANS, OR BETWEEN THESE PLANS AND SPECIFICATIONS, VERT. REINF. VERT. REINF. SHALL BE BROUGHT TO THE ATTENTION OF THE`ARCHITECT. D) STOP GROUT 1 1/2" BELOW TOP OF MASONRY WHEN GROUTING IS TO BE STOPPED FOR ONE HOUR OR MORE. STUD TO EXTEND TO EXTEND C4 THROUGH BOND 2x12 WOOD LEDGER 3. ANY UNUSUAL OR UNANTICIPATED CONDITIONS ENCOUNTERED BY THE CONTRACTOR THROUGH BOND 2x12 WOOD LEDGER BEAM BE REPORTED TO THE ENGINEER FOR REVIEW AND EVALUATION. ANCHOR BOLT 0 2'-0" BEAM 4. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE STANDARD BUILDING LINTEL NOTES: SIMPSON SP OR OR EXPANSION ANCHOR SIMPSON THA OR EQUAL SIMPSON THA OR EQUAL CODE AS ADOPTED BY DUVAL COUNTY AND WITH ALL APPLICABLE PROVI- 1. PRECAST CONCRETE STRENGTH SHALL BE A MIN. OF 3500PSI. H8 CLIP BOND BEAM WITH SIONS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT. FLOOR JOIST 2 #5 CONT. FLOOR JOIST BOND BEAM WITH 5. GARAGE DOOR AND ANCHORAGE SHALL COMPLY WITH 120MPH WIND OR 40PSF 2. PROVIDE FULL BEARING AND MORTOR AT JOINTS. 2 #5 CONT. WIND LOAD. �. 3. SHORE LINTEL IF SPAN EXCEEDS 6'-0". AL z 6. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS ` y OF SECTION1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 4. TOTAL UNIFORM LOAD SHALL BE A MIN. OF 1500 PLF. z = III I=I COORDINATE ELEV. 04 L_ OF BOND BEAM =1IIII W/2ND FLOOR ELEV. O CONCRETE NOTES I I COORDINATE ELEV. VAPOR BARRIER 5/8*0 EPDXY ANCHOR OF BOND BEAM 5/8"0 EPDXY ANCHOR V Z j 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-96, SPECIFI- a o p 16" (HILTI HIT RE 500 OR EQUAL) W/2ND FLOOR ELEV. (HILTI HIT RE 500 OR EQUAL) CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY SUP- _,.I-'I""_ COMPACTED FILL AT 24"O.C. AT 24"O.C. I- J 2 #5 REBAR CONT. PROVIDE 1 1/2" PLATE WASHER PROVIDE 1 1/2" PLATE WASHER Z 3 PLEMENTAL REQUIREMENTS CONTAINED IN THE FOLLOWING NOTES. ° 3 Y- 1 � _ PROVIDE 4.25 MIN. EMBEDMENT. PROVIDE 4.25 MIN. EMBEDMENT. � V 2. UNLESS OTHERWISE DETAILED OR NOTED, REINFORCING SHALL BE IN ACCORDANCE WITH �"THE ACI DETAILING MANUAL, SP-66." 2 W3. SLUMP SHALL BE 4" MAXIMUM, 2" MINIMUM FOR WALLS AND 5" MAXI- �` 2 0MUM, 3" MINIMUM FOR BEAMS, SLABS AND TOPPING. JV 4 READY-MIX AS HERENESSHALL PECIFIEDE IN COMPLIANCE WITH REQUIREMENTS OF ASTM I � SECTION SECTI0N SECTION 6 O ~ A 4- SCALE: NONE 5 SCALE. NONE SCALE: NONE Q = z i i J 5. CONCRETE AND RELATED MATERIALS: 2 U1 2 2 O1 2 t I ° A) PORTLAND CEMENT: ASTM C150, TYPE AS REQUIRED. JO % B) NORMAL WEIGHT AGGREGATES: ASTM C33. JLU 2 ? `� WOOD DECKING I Z ~ C) WATER: POTABLE. 2 ^ 2MICRO LAM OR TRUSS Q 1 � ' GIRDER ca D) AIR-ENTRAINING ADMIXTURE: ASTM C260. A O A .' COLUMN /BEAM BRACE: PROVIDE E) WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. ° 3 2 3 ST-22 EACH SIDE WITH (18) 6d NAILS COLUMN /BEAM BRACE: PROVIDE WOOD DECKING Q a ST-22 EACH SIDE WITH (18) 6d NAILS LL F) REINFORCING STEEL: -•---�-�-- I �O h ASTM A615.I} DEFORMED REINFORCING BARS: II) WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND A82. I O O 2 LPC66 OR EQUAL 8" CMU G) CURING COMPOUND: ASTM C309, TYPE 1 AND 1D, NON-RESIDENTIAL, STRUCTURAL CLEAN. CLEAN. L & M CURE BY L & M CONSTRUCTION CHEMICALS OR SONOSIL FLOOR 5 O� JOIST DETAILS BY SONNEBORN BUILDING PRODUCTS. WOOD COLUMN or 4-2X6 F x O 12"O.C.) AND SIMPSON UL210 OR EQUAL FLOOR JOIST WOOD NOTES: COMPONENT AND CLADDING LOADING DIAGRAM WOOD BEAM (2x10 0 12-O.C.) NOTES 1. STRUCTURAL TIMBER SHALL BE SOUTHERN YELLOW PINE (Fb=1100PSI) SIMPSON UL210 OR EQUAL. 2. FASTENERS AND METAL DEVICES SHALL CONFORM TO TIMBER INSTITUTE STANDARDS. I I ATTACH DEVICE TO MASONRY WIND INFORMATON W WITH 1 3/4" LONG TAPCON 3. c SEE PLANS AND SCHEDULES FOR ADDITIONAL INFORMATION. (FBC 1606.1.7) OR EQUAL. � Gabriel M. Bove 2004 Copyright, Gabriel M. Bove, 2004. All rights reserved. No part of this 4. OSB SHEETING FOR SHEAR WALLS SHALL BE 7/16" THICK WITH FASTENERS AS work may be used, reproduced, INDICATED ON DETAIL SHEET S-2. distributed, displayed or otherwise ASIC WIND SPEED - 120MPH communicated in any form or by any means without the prior, NOTE: ALSO SEE SECTION 1 1/S-3 written consent of Gabriel M. Bove. TRUSSES - SPECIAL NOTES WIND IMPORTANCE FATOR - 1.00 1. ALL ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CATEGORY - II SECTION 7 SCALE: NONE SECTION 8 SCALE: NONE SECTION 9 SCALE: NONE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC), LATEST EDITION. 2 #5'S V) WIND EXPOSURE - CATEGORY C Z 2. TRUSS SUPPLIER SHALL SUBMIT AN ENGINEERING DESIGN PACKAGE TOP z o PROVIDING ALL ANCHORAGE FOCES (AT TRUSS TO BUILDING ATTACHMENT 2x6 ® 16" o 0- BUILDING TYPE - PARTIALLY ENCLOSED POINTS) WHICH RESIST WIND INDUCED OVERTURNING, UPLIFT, AND SLIDING 16" WOOD I 0 24"O.C. 7/16" OSB '"'':'�_ SHEAR WALL OF THE STRUCTURAL COMPONENTS. THIS INFO TO INCLUDE MAX. GRAVITY, INTERNAL PRESSURE COEFFICIENT f 0.55 LSTA36 ® 16" 16d NAILS ® 4 INCHES STAGGARED % ' yw;i;,; z o UPLIFT AND HORIZONTAL LATERAL FORCES. , ' , , z 3. TRUSS DESIGNER TO SPECIFY TOP AND BOTTOM CHORD CONNFCTJON COMPONENTS/CLADDING - SEE FBC 1606.2.5 PLYWOOD DECK ,.,' ;,, % •,;,•4 AND TABLES BELOW PROVIDE 3/8"0 ' ''�': •.. ' DETAILS FOR TRUSSES SHIPPED IN HALF SPAN AND FIELD CONNECTED. BOLTS ® 18" is STAGGERED 0. 2x NAILER TWO OPEN f,,.? L-2 M Q DESIGN WIND PRESSURES (PSF) BOTTOM LINTEL ',;•j +,�' REINF. PROVIDED ° COMPONENTS & CLADDING - ROOFS NOTE: CUT DECK AS REQUIRED. BLOCKS BY PRE-CASTER DESIGN WIND PRESSURES (PSF) � " W TRIBUTARY AREA COMPONENTS & CLADDING - WALLS ,-B� BEAM (WOOD OR STEEL) • (2) 2 X PLATE JOB NO. - ZONE 10SF 100SF-500SF TRIBUTARY AREA HURRICANE CLIP L-1 2N#5's BOTTOM 2 H7'S PER TRUSS (OOTTO STEEL DRAWN: SCS 1D -41.5/+30.0 -38.6/+24.3 ZONE 10SF 100SF 500SF NOTE: 1. POWER STEEL LINTEL ELEMENT SHALL BE DESIGNED FOR A CHECKED: JAB 2� 4 -47.2/+44.3 -42.0/+38.2 - .6 + ,8 ATTACH PLATE TO UNIFORM LOAD OF 1500 PLF. -75.0/+30.0 -55.8/+24.33835 O / STUD WITH STRAP NOTE; ALSO SEE SECTION 7 THIS SHEET SCALEA$ NOTED ' ® 16"O.C. 2. MAXIMUM SPAN FOR L-2 IS 6 FEET. 3� -75.0/+30.0 -55.8/+24.3 5U -55.8/+44.3 -45.8/+39.2 -38.6/+35.8 3. SEE ALSO ADDITIONAL NOTES, THIS DRAWING. SECTION 1SCALE: NONE SECTION 1 1 SCALE: NONE SECTION 1 2 SCALE: NONE DRAWINGNO. W 11/ /•�.` ROOF ° W C,U ` ROOF— . 1 YYOOD IOD I 4" CONC CONC. FTG. N Q- U Ln wooD I ' '; SLAB LU (t. MONOLITHIC FTG > v Q Q M ri O S-5W/ (2) #5 RODS CONT—III—III— 7 — N 8" CMU STEMWALL = = II 0 Z It It M W/ ALL CELLS 'V I I I III V I I I A ° 4" CONC m W m 0 CONC FILLED , , I—, , ,— SLAB 00 (D I 6" WOOD STUD WALE. 8"CMU WALL W/j5'S —III-11 FINISHED GRADE FINISHED GRADE ip: ' 4" CONC 1-#5 ROD z i ® 48 O.C. IN FILLED _— SLAB C * CELLS 6 #5 REBAR VERTICAL L� ., •a;� �/ W J J S-5 ® 32"O.C. W/ MINIMUM I I TI I III—III—III _ I —• -I I III-III-I i I ►�_� _ OL t 12" BEND AT TOP AND _I I I = _ _ _ _ — — ° • OL o BOTTOM. l ' 11E -III-III- _ - �_���_ III— p0 —111—- I I—III = I I 1=1 = =III- -1 �_� I —I I W O FLOOR TRUSS � FLOOR TRUSS / ` I � — � -��� III I I_� �— T=���_ � � �_� � � cn 41 _ Sj THIRD FLOOR d C , I I I THIRD FLOOR i A" 1 2' " n •may i n `t L 4 8 D 0 Q MONOLITHIC FTG TURNED EDGE Q �- STEM WALL FTG 0rn A S-6 V s-s SCALE: 3/4" - 1 '-0" SCALE: 3/4" = 1 '-0" S-6 SCALE: 3/4" - 1 '-0" m i i I 8-CMU WALL W/#5'S ® 24" O.C. IN FILLED v) o I 5 CELLS 00" g_5 S-5 4'-0' m USS FLOOR TRUSS FLOOR TR SHEAR WALL NOTES: /Foeer SECOND FLOOR 8d NAILS ® 3" O.C.• Xo� SECOND FLOORr 1 PARALLEL TO STUDS. J E { 4" CONC. SLAB W/ 2. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. FLATWISE FIBERMESH MIX BLOCKING SHALL BE USED AT ALL HORIZONTAL PANEL JOINTS. ON 6 MIL. VISQUENE OVER CLEAN, WELL • k. COMPACTED TERMITE 3. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED SEE 12/S-5 FOR 1-#5 ROD TO BOTTOM PLATES AND TOP MEMBERS OF THE DOUBLE TOP >- TREATED FILL PLATE. LOWEST PLATE SHALL BE ATTACHED WITH APPROPRIATE Z UNTEL DETAIL 00 �;• �• �; ANCHORS ACCORDING TO THE CONSTRUCTION DOCUMENTS. 0 0 o Q 8-CMU WALL W/#5'S COORDINATE DIM. WITH 04 4• a j 1 ® 24" O.C. IN FILLED 1 - •' EQPT. PURCHASED & ® ®• ®• S-5 CELLS S-5 j'' ',ti ARCH. DWGS. J J J :0 (SEE PLAN) cn N BAND JOIST AT BOTTOM OF PANEL. UPPER ATTACHMENT OF THE O z z z z LOWER PANEL SHALL BE MADE TO BAND JOISTS AND LOWER V Z j " SLAB =•a' m �• m• ATTACHMENT MADE TO THE LOWEST PLATE AT THE FIRST FLOOR 4 COMNC / FRAMING SHALL BE ATTACHED TO FOUNDATION WITH ANCHORS LL / ON GROUND / ACCORDING TO THE CONSTRUCTION DOCUMENTS. FIRST FLOORUj -I 77fIFIRST FLOOR 5 ...... GARAGE FLOOR • • /. LtFT. W " '_ " D DEPPENED EDGE 3 0 WIDE 6. ALL NAILS SHALL BE CENTERED ON CENTER LINE OF PLATE THAT W m 2 0 WIDE ' CONC. FTG. CONC. FTG. : :`. S-6 t, r: SCALE: 3/4,t = 1 —0 CENTERED AT 3/8" FROM PANEL EDGE AT ALL VERTICAL PANEL J ' V EDGES THAT BUTT JOIN ON SINGLE STUD. 0 �. 8d NAILS 0 O.C. W Z 7. SEE PLANS FOR LOCATIONS. 0 TYPICAL WALL SECTION INTERIOR WALL SECTION — SCALE: /4 =1'-O- ` E G PATTERN DETAIL .3 o a SCALE: 1 4"=1'-0" SHEARWALL NAILIN W 11- SCALE: NONE Z 4 N Q U. STRUCTURAL WALL SECTIONS 2) 2X6 TOP PLATE AND DETAILS EAM, SEE SCHEDULE ST-22 EACH SIDE W/ (18) 6d NAILS C Gabriel M. Bove 2004 pyright, Gabriel M. Bove, Q2004. All rights reserved. No part of this work"may be used, reproduced, distributed, displayed or otherwise (2) 2X6 FULL LENGTH communicated in any form or by any means without the prior, t (2) 2X6 UNDER written consent of Gabriel M. Bove. DOOR HEADER (3) 2X6 - NOTCH INSIDE STUD FOR HD-5 w P.T. 2XP PLATE D5A OR HTT16 v7 v7 - z z 0 i= a U � WOOD PLATE U HD-5A OR HTT16 U) W U) W Z O U 0 W a o WOOD OR STEEL BEAM WALL ELEVATION JOB NO. SCALE: NONE DRAWN: SCS NOTE: SEE ALSO SECTIONS 7 AND 11/S-3 CHECKED: JAB SCALERS NOTED S - 6 DRAWING NO. All u M 10 C � � U 00 LLJ Q U Z N M Ln O, p Lu mi = m O M a 8 00 U � Q o x Q ch d Q N 0 I I 0 i 1 Q / L L Y d PAVER PATIO PLAN LEGEND - ------- ----------------- -1,-1. CABLE TV OUTLET ❑ ❑ D TELEPHONE JACK CLOSET i ( -\� ��� --� I TOGGLE SWITCH 1 I EXHAUST FAN / LIGHT COMBO. I ' ----------- ———— --- EL OR j / I SURFACE MOUNTED, ENCLOSED FLOURESCENT STRIP FIXTURE FOYER® / SURFACE MOUNTED. ENCLOSED FLOURESCENT FIXTURE S MULTI-LAMP STRIP FIXTURE ` __ j WALL MOUNTED LIGHT FIXTURE (CLOSET _ ` CONC. PATIO i �-- R 1 �-. \ j CEILING MOUNTED LIGHT FIXTURE m C V DECORITIVE WALL SCONCE LIGHT FIXTURE NINE Q ❑ BEDROOM 1 v �♦ 2-CAR ❑ 111 �p _111-7 r - 7 GARAGE WP- ® / ' L.CL10 (- /'� LI _ IJ \♦` ® I FlXTUREEONODIMMER SWATCH TYPE FIXTUE (TYPICAL) Z 0 MIN- EQUIP. 0 V ELEV. I I RECESSED CEILING MOUNTED APERTURE ADJUSTABLE J Q N H.C. RECESSED CEILING MOUNTED INCADESCENT Q� N ;� `♦ BATH 1 I LIGHTING TRACK & CYLINDER LIGHT FIXTURES LLJ Nm 09 M J ° � INTERIOR GFIC DUPLEX OUTLET 10 = 0 O 230 VOLT OUTLET 0 V WIC 1540K 10 I ,. 'UTILITYI � 120 VOLT DUPLEX OUTLET O > 0 j I ® =O FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER 0 V I I � -------I- HWHW.S.0 I �✓ SECURITY FLOOD LAMPS W/ MOTION SENSOR 5 BLADE CEILING FAN 52' I I / ELECT L44 I - -------� i HWH `W.S.S . PANEL I V AUTOMATIC GARAGE DOOR OPENER W/ LIGHT O LL. wic A10 I o SINK TM HOSE BIB I I ` ® ALARM KEY PAD CID I I BATH 1 I I E = EXISTING ER EXISTING RELOCATED �• I ' ` I R = RECESSED A/cELEV. I / � D = DIMMER SWITCH _ I I EQUIP. 2-CAR F = FAN WP BED® 1 L.A10 \% rr g i GARAGE I AC ABOVE COUNTER ® WP=WATER PROOF ❑ \ L- -♦- L_I._.J VD ' W �� A10 ❑ KEY NOTES CONC. PATIO ; Ste- O1 TWO WAY SWITCH TO HALLWAY LIGHTS ON FLOOR ABOVE. o FOYER \ Q it I A100 �` I J 03 \-- j EL OR I I -- ----- a CLOS / /-- ♦�\\ --- ❑ I ❑ GENERAL NOTES z v ----------- ----------------- J Agxn ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT WCIRCUT INTERUPT TYPE OUTLET. PROD. MGRALL ELECTRICAL WORK SHALL COMPLY HATH THE 2002 CHECKEDNATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION DRAWNPAVER PATIO COORDINATE ALARM SYSTEM MODIFICATIONS WITH OWNER'S SECURITY DATE ISSUED SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT ELECTRICAL COORDINATE ALL APPLIANCE ITEMS WITH OWNER PROJECT NO 04-28 DRAWING N0. FIRST FLOOR PLAN f. N SCALE 1/4"=l'-0" E I SHEET JOF Cody u CV M u 0 Q � N = a0 u .r' < JM -m LU U Z � � � Lu Lu S s = m t l� 4� a� Y cc� G V PLAN LEGEND CABLE TV OUTLET p TELEPHONE JACK El El TOGGLE SWITCH 2 -Q- EXHAUST FAN / UGHT COMBO. R ?� SURFACE MOUNTED. ENCLOSED FLOURESCENT STRIP FIXTURE --------- �'' Q SURFACE MOUNTED. ENCLOSED FLOURESCENT FIXTURE NOOK � EL R �� �� � ' � � V / - -5 MULTI-LAMP STRIP FIXTURE B2 6 v WALL MOUNTED LIGHT FIXTURE Q� . ' I OPEN , I -(} CEILING MOUNTED LIGHT FIXTURE � � MGMv DECORITIVE WALL SCONCE LIGHT FIXTURE CL E O SURFACE MOUNT. PENDANT TYPE FlXTUE (TYPICAL) � --------- FIXTURE ON DIMMER SWITCH 0 0 ❑ PATIO rr-J �` I 1 ❑ RECESSED CEILING MOUNTED APERTURE ADJUSTABLE ,..I N p DINING �� ; ® 4 •E•- r % r o 4 ` ® ' ' \\ ` ® RECESSED CEIUNG MOUNTED INCADESCENT 0 0 N J_ r , • mss---�_- LIGHTING TRACK do CYLINDER LIGHT FIXTURES co � M i / mss- •\`� v �B _ ��` f LIVIN , ` PATIO W °c Q W f r' —1 — R ' � . o . \ ' B2 i � INTERIOR GFIC DUPLEX OUTLET = O 0 0 230 VOLT OUTLET — V 120 VOLT DUPLEX OUTLET > __ TOP A+ COOK V/ EN I BATH UB21TM I ---�/� O FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER Z � Q ANTRY ,� C P . I� IC �. •— SECURITY FLOOD LAMPS W/ MOTION SENSOR = WENS .EFG . O v C _, 'L - ---I ---- -- - --- --� L. ------- Lo 5 BLADE CEILING FAN 52 ~ v WP=QW WP �_ _ - � - - - - �_ - - - - - - - - - - - - - - - - - - �� - - - - � „_ - - - - - _❑ AUTOMATIC GARAGE DOOR OPENERW/ LIGHT v O LL. Li WPB -` ;--- - -- ---- -- --- --- --I- -I------ &WP HOSE BIB r LVENS ALARM KEY PAD ffFG — j ` C� I }- N co NTRY1 _ - - i -.ears 2 L •I, 0 UT® I _ _ E = EXISTING COOK ` ` ER = EXISTING RELOCATED j TOP , \ ` , � � � ' R = RECESSED KITCHEN r�- - ® D = DIMMER SWITCH LIVIN F - FAN HALL r f WP-WATER PROOF r ` 4 11/ DINING ® ; ; El KEY NOTES ❑ PATIO / ' I ----------- TWO WAY SWITCH TO FOYER LIGHTS ON FLOOR BELOW. �,- ®/ I -'� / �- ' PATIO O TWO WAY SWITCH TO HALLWAY LIGHTS ON FLOOR AVOVE. 3=31 PULL CHAIN LIGHT FIXTURE AND DUPLEX POWER OUTLET J N OPEN ol ADJECENT TO AIR HANDLER &K 4O COORDIANTE LOCATION OF PENDANT FIXTURES WITH OWNER'S f o MILLWORK DESIGN & FINAL LOCATIONS V A2091 XELEV - ` cw --------- ' _ F GENERAL NOTES = W � � z 2 W ❑ ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT 0- Li CIRCUT INTERUPT TYPE OUTLET. PROJ. MGR. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2002 CHECKED MJ THIELE NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION DRAWN COORDINATE ALARM SYSTEM MODIFICATIONS WITH OWNER'S SECURITY DATE ISSUED 9-30-04 SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT NI ELECTRICAL COORDINATE ALL APPLIANCE ITEMS WITH OWNER PROJECT NO. 04-28 DRAWING NO. SECOND FLOOR PLAN r N SCALE 1/4"=1 '-0E = 2" F SHEET OF � I G I o Q � - " Qo _ _ > ►� UJ -j U l m a c� w U Z 04 c(1) ' J Lu Lu J ¢in 0 01i o r- U O x Q Qa � Q Q I Q ( : i ( Q ai I 1 it I i I i t L I �t a I F Ii � I PLAN LEGEND i : I I ` -[� CABLE TV OUTLET p TELEPHONE JACKEl ED S =` l TOGGLE SWITCH EXHAUST FAN / LIGHT COMBO. SURFACE MOUNTED ENCLOSED FLOURESCENT STRIP FIXTURE _---- 1 - Q SURFACE MOUNTED. ENCLOSED FLOURESCENT FIXTURE r OPEN i MULTI-LAMP STRIP FIXTURE � WALL MOUNTED LIGHT.FIXTURETRFL R ' LiLLOW 1111 1 CEILING MOUNTED LIGHT FIXTURE ,I ' STER DECORITIVE WALL SCONCE UGHT FIXTUREMINE CL ---/BEDROOM 3 SURFACE MOUNT, PENDANT TYPE FIXTUE (TYPICAL) Z 0 �` ®❑ FIXTURE ON DIMMER SWITCH Q MALLRECESSED CEILING MOUNTED APERTURE ADJUSTABLE J ' 304 M RECESSED CEILING MOUNTED INCADESCENT LIGHTING TRACK & CYLINDER LIGHT FIXTURES Lu M I -- I INTERIOR GFIC DUPLEX OUTLET = O 0 0 UTI j WIC j MASTE PATIO 230 VOLT OUTLET W — V �"MTR 120 VOLT DUPLEX OUTLET O I B 3 I .- - I i 8301 _ V L—YER rO FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER1DO I I PDL .—— — I I I I L o � SECURITY FLOOD LAMPS W/ MOTION SENSOR O L -- J 5 BLADE CEILING FAN 52 O - I yyp AUTOMATIC GARAGE DOOR OPENER W/ LIGHT 0 i� -r--------------�- o DRYER rPDL -._._. I O HOSE BIB .J �a�c O I I MASTER N r I I ( BATH ALARM KEY PAD � I WIC PATIO Y I UTI LI I IO ' E = EXISTING ELE ER = EXISTING RELOCATED PA EL I I R RECESSED D = DIMMER SWITCH F = FAN WP-WATER PROOF HALL _ ® KEY NOTES $ - MASTER BEDROOM 3 % % 1O TWO WAY SWITCH TO LIVING RM LIGHTS ON FLOOR BELOW. O COORDIANTE LOCATION OF POWER FOR OWNERS FINAL BELOW III I O PLUMBING FIXTURE DESIGN & LOCATIONS a 4 OPEN I O PULL CHAIN LIGHT FIXTURE AND DUPLEX POWER OUTLET N ADJECENT TO AIR HANDLER � DATTIC PULL CHAIN LIGHT FIXTURE AND DUPLEX POWER OUTLET IN ADJECENT TO PULL DOWN LADDER ` GENERAL NOTES W aD mpm W z ALL BEDROOM OUTLETS SHALL BE AFCI; ARC FAULT CIRCUT INTERUPT TYPE OUTLET. PROJ. MGR. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2002 CHECKED MJ THIELE NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION DRAWN COORDINATE ALARM SYSTEM MODIFICA11ONS WITH OWNER'S SECURITY 9-30-04 SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT DATE ISSUED PROJECT No. 04-28 ELECTRICAL COORDINATE ALL APPLIANCE ITEMS WITH OWNER DRAWING NO. THIRD FLOOR PLAN N SCALE 1/4"=V-0 " E = 3 I SHEET OF I