Loading...
HomeMy WebLinkAboutBLDG1402-0049-Plans (2)USP LPTA W/ NOT LESS COMMON NAILS WRAP HEEL OF TRUSS W/ 30# ROOFINO FELT 8B1 BOND BEAM S[[ SCHEDULE 2x4 BLOCKING BETWEEN TRUSSES SECURED TO MASONRY IN/ IV 0 x 4" TAPCDNS, TWO PER PIECE OF BLOCKING AND THEN SHEATHING NAILED 70 BLOCKING IN/ 8" COMMON NAILS 4" 0/0 i" GYPCRETE N i" Tee.0 COXPLYWOOD tO#AT#iNti 44,40 At°0 NAII-0 W|tA Am COMMON NAILS 4 6" EDGE AND 6" FIELD OOR FRAMING | /\/1|Vi||x\� _� '-� .-�_ �CALE 3/1` - 1'-0^ 2x6 STRONGBACK SECURED TO EACH TRUSS NV (3) 16d COMMON NAILS PROVIDE 2 -TRUSS LAP SPLICE - LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS EL: 171-0" RN, FLR, EL: 1 1'-��" T.O.B. /11'-9" FROM RECESS) 24" DEEP FLOOR TRUSS © 24" O/C, TRUSS TAIL TO EXTEND AT LEAST 5" ONTO MASONRY. -_-- TRUSS TAIL MAY BE TRIMMED A!; REQUIRED BU U���[� [} y`��LJ r NOT LESS THAN WHAT IS REQUIRED BY TRUSS ENGINEERING SPECIFIED BEAR/NG N EDO[Nr\|/`U AR NN 0 � MI_ 2x6 PT TERMINATION BLOCKING SECURED TO WALL IN/ (6) 4{6" 0- x 4" TAPCONS 2x6STRONGBAC<, ���/�[ | �^���/ SCALE: J/f~ = FIN. FUR. EL: 12'-O" --------- T1).8. EL: l 1'-7^ -f FLOOR [��K�/K | L\J\� \ | \^�|Y|||\ SCALE: 3/4 = 1'-0" \� 2x4 PT BLOCKING BETWEEN TRUSSES SECURED TO MASONRY W/ IV 0 x 4° TAPCONS, TWO PER PIECE OF BLOCKING / / AND THEN SHEATHING NAILED TO BLOCKING \Ai/ 8" COMMON NAILS 4" O/C 24" DEEP FLOOR TRUSS TERMINATE FLOOR SHEATHING TO DBL 2x8 PT AND 2x4 , DBL. 2x8 BOLTED W/ i" 0 EXPANSION BOLT MIN. EMBEDMENT ----5^ AND SPACED NOT MORE THAN 24" 0/0 2x4 NAILED TO DBL 2x8 IN/ 16d COMMON NAILS O" 0/0 STAGGERED THEN FLOOR SHEATHING N/0L[D 4" 0/C 2 ROWS W/ 8d COMMON NAILS USSES PARALLEL TO WA_L 4~ MIN. CONC. CAP -�/ (5) #5's LONG, AND #5`o 4 |2~ .1D/C SHORT, SECTION 3C,mf )^ = ENHY GATE (5) I_ I's SEE CVS7 EL: T -h^ TOP 08 ARCH FRAMING \O ��� ��� 1 - 11,9,0, ALL gRAPS FOR 0008 TRUSSES TO BE CUNCRLlE 10 m000 860F: 1.68 HUPlA75 WITH (18` 10d ^ }* CATV\H|ZED NAILS �" SMALL JACKS < 9' MAY GL NAILED W/ (10) 10,0 ^ 1 NAILS WOOD TO wOOU; USP K[16 OR R118-2 W/ 100 ' ^ C4LVXNTZED NAILS, FILL ALL HOL[S PLYWOOD 808 AND 8048 SHEATHING IS TO 08 APA RATED EXPOSURE. 1 CDX, 3 - Al PLYWOOD FOR FLOUR SHEATHING SHALL BE 23/32^ APA RATED [EXPOSURE 1 CDX GLUED AND NA/LED [b [0H OF TRu88 WITH ABMB3|uE8 MEET/N6 THE' RE4u{REMENT8 8E AFb-U\ ANO APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPEC|MCAJ|0NS, 4 All. NAILS FOR TRUSS TO REAM AND TRUSS, TO [RUSS METAL CONNECTORS ARE N HE GALVANIZED. 5 - LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST -CRETE CONCRETE JNlaS. 6 - D07101,f1 OF LINTELS AOL 88 PLACED AT TOP 08 WINDOW, DOOR AND CLEAR SPANS OPENINGS, / L|NT[1.0 SHALL. HAVE 4" NOMINAL BEARING (4"), d 11-18 1R6SS FRAMING SHOWN SCHEWA[/O, IN NATURE. H0�[;[H THE SUPPORTING STRUCTURE HAS 8EE5 DESIGNED UNDER THE ASSUMPTION 1 HE FRAMING SCHEME. SHOWN WILL. CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAI GUT, SUUW|7 FINAL lRU:SS DRAWINGS FOR TH(S [ENGINEER'S REVIEW AND APPR[KAi. Q - PLACE 2x4 PT 70 ALIGN WITH TOP AND BOROW CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT! X -2E, P0WDLR 0801-00189 FASTENER, 08 72 P8S36, .1/7^ a. »J^ LONG. WITH WASHER 24" 0.0, 10 -- NAIL SP[C0CAUONS: 0d COMMON NAILS - 0.1j1" 2 ^ 21'' LONG, Od NIHC SHANK NAILS - 0,113" w x 243^100 COMMON NAILS - 0.148^ 0 >: 3" TONG, AND }CAJ SINAI) NAILS 0.148" 0) / !r GA/Y05[7[9 |l- 10119;S REAC||0NS AND UPLIFT'S SHOWN ARE THE SAME_ ON EACH [END UNLESS 01UERW|5E SHOWN DIFFERENT, 12-- WOOD 6EAHNG WALLS AND HEADERS HAVE BEEN D[SLNED BASED 05 RATIONAL ANALYSIS, 13- ALL FIB/AEONS A,RE REFERENCED FROM O' -O'', FINISH FU]0R, UNLESS NOTED OTHERWISE, �� SPECTOR/CONTRACTOR NOTE ^' �°'°'`/°°'-''"`°'°'` THE PBC 2004 A\/H7 REQUIRES 8d '-'/N/; SHANK NAILS FOR THE MAJORITY - [lF THE ROOF SHE.ATH|NG. � v 8d COMMON NAILS MAY NOT BE USED. U= 850 lbs 0= 1500 |ba 1 U= 650 lbs G= 946 lbs ( � latT- • • ' | \ \ /[� E/ ‘; } / / INDICATES 1x4 @ 16" 0/0 STRIPPING APPLIED TO UNDERSIDE OF WOOD TRUSSES / SECURED W/ (2) 10d x 3" COMMON NAILS AT EACH CHORD INTERSECTION Ski eALIER,N1 D V |� | | / / /� ` } 16x16 A/C OPENING BTM. EL: 13°--4" APPLY DRAFTSTOP ALONG THIS TRUSS SO AS TO LIMIT AREA TO 1000 SF FBC R4408.7.I1 PTA EACH CIRD R / / o |E]| !ILEI PROVIDE.. 4°° rALL, 8" WIDE, OPENING 0/ (1) i0 ABOVE, BTM, OF 0PENINC-/' iS LEVEL 0/ CONC. DECK, STEEL COLUMN |TCH l/4^/F[ -_ PROVIDE 4" TALL, 8" WIDE, OPENING -W/ (1) LO ABOVE. BTM. OF OPENING / IS LEVEL IN/ CONC, DECK. U= 1100 lbs --"-- D= 20001 |t �N� �i OCR °�|�L/ L\JL/\ SCALE; 1/4" 1, f / � 01� /--� c-- U Y (7) 1' PROVIDE 8x8 CONC. CAP »y (2) Ks CONT. U= 1100 lbs�l 0= 20001 |bs S 7��k�|N� �} |\r\w|||�i7 � AN NO. F.DESC, []�A TE PO]ECT�U���� LOT DRAWN CHECK,EO51'; CHECK SET: PERMIT SET: PLOT DATE; SHEET TITLE:: FLOOR' FRAMING PL. AN SklPPT BAR IN BOND BEAMk 30^ TYPICAL CORNER � |\ SCALE: J/^` - \''8^ MARK I DESCRIPTION 881 MASONRY 2 MASONRY MASONRY T81 CONCRETE LO MASONRY L\ uMONRY --- - ---- Q MASONRY L3 MASONRY R81 CONCRETE _ 4812a' MASONRY 81 CONCRETE CORNER 30" LAP / FCR EACH COURSE OF BOND BEAM -|N[QK|KG OF BOND B #5 BAR IN BOND BEAM TO RUN CONT THROUGH CONC. BEAM :AM tc SIM (psi) x� 3000 3000 8x8 8x0 3000 )2x|8 3000 8)Q 3000 8x8 '------ 3000 8x8 ° ° ° ° ° SECTION B -B (2) #5 BARS PLACED WITHIN 3" OF 8JW, OF BEAM CONC. BEAM TO EXTEND 8" MIN. OVER MASONRY BEAM S[`HEDU|; REwmmCEMENT 3000 3000 3000 3000 3000 82OONCRETE 3000 1 _— ___- 83 CONCRETE 3000 8x 16 ��_ ..._ __ .� 8x8 (1) 45 IZE N/A N/A N/A N/A N/A N/A N/A STIRRUPS (2) /6 (2) 45 43 (5) ,P* 0/C,[E, 8x55 (2) #5 (2) 45 (4) #5 /3 12" 0/C, TO, 84 CONCRETE 3000 8x16 85 CONCRETE (2) #6 (2) 15 (2) #5 (2) 45 [EEL RBNF, OF BOND BEAM \ PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE = (`��NP� |N \/|m/v\�_ /|x SCALE 3/4" ~ 1'-O^ + 1 ALL BARS TO BE () TOP & BOT. 2. ALL BARS TO BE CONTINUOUS J. #3 HOOPS ARE NOT REQUIRED UNLESS SPAN > 8'-0^' THEN #3's © §^ 00, THROUGHOUT 4. BOT, BARS SHALL EXTEND 6" OVER SUPPORTS [ � _Evn|||V/F\k � 0 8"_� STEEL REI NE. OF BOND BEAM SINGLE #5 CORNER NAN. AtTgim '4)00 00 or TURNED DOWN INTO FILLED CELL = BOND O UV/v� � � CO A 1 ALL BARS TO BE TOP, 1307. & M0 2, ALL BARS TO BE CONTINUOUS 3, #3 HOOPS ARE NOT REQUIRED UNLESS SPAN > U' -O". THEN #J'm 12" 00, THROUGHOUT 4, BOT. BARS SHALL EXTEND 6" OVER SUPPORTS A FORMED AND POURED CONCRETE BEAM MAY BE SUBs-[aNED FOR A PRECAST CONCRETE LINTEL AND BOND BEAM AS NOTED HERE OR AS SPECIFICALLY DETAILED ON THE PLAN BY AN ALTERNATE DETAIL (B#). SEE SCHEDULE FOR [HESE BEAMS. THE DOUBLE BOND BEAM MAY BE REPLACED BY AN 8X17 HE BEAM IN/ (4) #S'o, 2 TOP AND 2 80l. F^Av|||�\J �N�� N��—�� |�\� A n [ CONCRE SCALE: 3/«^ ~ 1'-0^ ALL TRAPS FOR ROOF TRUSSES TO BE -[ BEAM L TAM ('�NCkL[i TO WOOD ROOF: USP HLJPTA75 WI TT (lO\ 10d ^ 13^ GALVANIZED NAICi5 �" SMALL JACKS < 9'MAY BE NAILED W/ (10) 1Od x 1 NAILS WOOD TO WOOD: USP RT18 OR RT16-2 w/ lOd ` " GALVANIZED NAILS, FILL AL/ HOLES 2 ALL PLYWOOD FOR WALL AND R002 SHEATHING IS TO BE APA RATED EXPOSURE | CDX. J \LL PLYWOOD FOR FLOOR SHEATHING SHALL BE 23/32" APA RATED EXPOSURE 1 CDX GLUED AND 5,`uLED |U TOP Or 1kUS5 MTH ADH[S|vL5 MEETING THE REQUIREMENTS OF AEG- 0| AND APPLIED IN ACCORDANCE WO H MANUFACTURER'S SPECIFICATIONS. 4 - ALL NAILS OR TRUSS TO BEAM AND TRUSS [O TRUSS METAL. CONNECTORS ARE TO BE GALVANIZED. 5 LINTELS AND MASONRY BEAMS WERE DESIGNED BASED 0N CAST -CRETE CONCRETE LIN |ELS. 6 801|0M OF L\N|ELS ARE TO BE PLACED A[ 1 OP 0F W|NDOW, DOOR AND CLEAR SPANS OPENINGS. / ||N[EL3 SHALL HAVE 1" NOMINAL BEARING (4''). 8 |HE TRUSS FRANA|NC SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER HP ASSUMPTION -THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL |RVSS DESIGNERS i}\/OUT. SUBMIT FINAL !RVSS DRAWINGS FOR THS ENGINEER'S REVIEW AND APPR0/AL 9 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2^ MEMBERS TO WALL WITH Hi0 X-ZF. POWDER ACCTUATED FAS7ENER, ZF 72 P8630. .177" 0, ?J" LONG, WITH WASHER 24" O.C. �V -- UA|L SPLCU-:CA[\ONS: 8d CCWXA:LS - O,\J\" ^ 23" LONG, 8d HNC SHANK NAILS - O.11j^ m x 2.6"10d COMMON NAILS -- 0,148" 0 x 3" LONG, AND |OU 5lRAP NAILS - 0.148" 0 x 13" GALVANIZED 11-- lK035 REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12- WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL AH4L5S6. lJ- ALL ELEVATIONS ARE REFERENCED FROM O' -O"' FINISH FLOOR, UNLESS NOTED OTHERWISE, RE '--- LINFILLED /3 (5) 7° 0/C, �E. - 13 7'0/C,D\ 3000 8x36 (2) #5 (2) 45 (2) f5 43 18*00,T4 GROUTED SOLID - '- -- G ROUT ED SOLID GROUTED SOU° RAKED BEAM . _ |INDICATES OPENING BELOW / T.0.8.= TOP OF BEAM / B.O.L.- BOTTOM OF LINTEL / TOP OF ARCH / T.O.S.- TOP OF SLAB 8B1 W824 BB2 8" 881 24" 15" . WH24 8B2 OF21\1T\1M\08 8218 \1T\1B WB40 48" MB12x24 24" 172723- L1 WE48 WD12;24 EL: 1�-3-1 . FL 12-7-1,e EL EL 11' -7 - EL; 11' -7 - EL: y` -A' EL: �-9^ EL: 11^-7-1/ 882 _ 51 �� 8528/11/1 M/OB 8F28/17/1k/08 UNEi HROVIBE H@8 --WHERE ROOF TRUSSES BEAR // AND 881 WHERE FLOOR TRUSSES REAR ` � EL: ll' -7-l/ EL.: 1l'-11-`, cr.) � | 8528/1T/1M/08 BL 11'-11-1/ EL 11'-7-1/ BL 1l' -11 - LAO PROVIDE BB2 ----.-- � EL: 11 -7- — WHERE ROOF TRUSSES BEARAND BB1 WHERE FLOOR TRUSSES BEAR —| DF44/lT/0�/OB E�/�� � ' ' ' �B '1 BB2 13132 � L1 '� !'��'� �� _^ � . ' 51 � 10.-3-1/2" EL: 9'-1�" 10'-3-1/2^ 12'-3-1/2" 1 CREATED POCKETS IN BEAM FOR FLOOR TRUSS BEARING ALONG LENGTH 82 E34 1.1 8F44/1T/OM/0B +—'�—�— 54-9" -- '----- 7'-2" ._J0 n EDGE OF CUNC. DECK ABOVE 8F28/1T/1M/0B � BL g/-18-1 E� 11'-7-1 : 12-J-12" '-11-1/2" 11'-7-1/2^ 8F28/1T/1�/UB ''� ��|�� BF28/1T/1W/DB _' , ' / oo 8B8�1T/1��B ' �/ �� � . ' cp1 � 8F28/1T/1M/D8 � � � �[- UNO PROVIDE BB2 WHERE ROOF TRUSSES BEAR �\ AND B81 WHERE FLOOR TRUSSES BEAR 8F2O/lT/l�/D8 � �� | '. - . L1 BB1 L1 L1 CREATED POCKETS IN BEAM FOR FLOOR TRUSS BEARING �84—___ | L1--'�~°— / EDGE OF CONC. DECK ABOVE_/ l4'-8~ 1�T LFT ���K� /.// u / _/_r�w/ SCALE: 1/4~ ~ 1'-0^ DLAN 0'-3-1/2" - OP OF PLATE 8528/1T/1M/O8 . � 24/7T/1M/D8 ��°-_-_, 0 { ;� tAN : 1l' -7-1/2r 4" -( 8^` A5 � -'__- 8528/1T/1M/0D ccA|�� NO, [}ESC, [}ATE PROJC.:T������� DOT DRAWN Err` CHECK SET: PERMIT SET: ;""'';"; ^kEET TILE: 15T LIFT E4EAM PLAN 4�EET��<� STEEL REINFORCING IN GROUTED CELL SE[ PLAN FOR SIZE \ AND SPACING REQUIREMENTS \ (-\ 1-l/2~ `' ' TOP OF RECESS -00 \ MOMENT TRANSFER REINFORCING SEE PLAN --FOR SIZE, LENGTH, QUANTITY AND SPACING (MAY NOT BE REQUIRED BASED ON ANALYS|5) 2 LYERS 00 W.#.M, (6x6, W14xW1,4\ 60. W|% @ PERIMETER -,r STEEL REINFORCING IN GROUTED CFI S[[ PLAN FOR SIZE AND SPACING REQUIREMENTS z: (i) #5 BAR IN TOP (~) 1-1/2° TOP OF RECESS La EL _____+. „ � \ � 4" THICK CONCRETE 3L48 WITH 6x6 \0140/1,4 WWM SUPPORTED 3'-0^ 0/0' F,W. OVER 6 MIL VAPOR BARR/ER. | SEE SCHEDULE FOR ON COMPACTED RLL ,1 -- WxD, BAR SIZE AND BAR QUANTITY ± 0'-O` TOP OF SLAB [VT[[}|/��� MONO , - SCALE: w|L/|*��-- ' 3CALE 3/4" || ' tit 11 . 60"MIN, � PERIMETER 7/l/�T|KJ/` \J\J | i|Y�7 2 LAYERS DF W.W.W• (6x6, W|.4xW14\ SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ±¢-0^ 70P OF SLAB (-&wRIES ` '' TOP 00 GARAGE 4" THICK CONCRETE WITHSLAB 6x6 \ 101.4xW1.4 WM SUPPORTED 3' -0" 0/C' E,W. OVER 6 MIL VAPOR DA9RI[9, ON COMPACTED FILL T -:[)|N MONO -00-|N/` © GARAGE SCALE; 3/4^ = |'-V^ STEEL REINFORCING IN GROUTED MI SLE PLAN FOR SIZE AND SPACING REUV|REWENTS 4" THICK CONCRETE SLAB 01 EH Eix0 W1.4;Wl.4 MAIM SUPPORT ED 3'-O^ E. 0, MR '6 MIL VAFOR BARRIER, ON COMPACTED FILL FOUNDATION � LAJ SEE SCHEDULE FORBAR SIZE AND BAR QUANTIMY ± 0'-0^ TOP 0F SLAB |NT��|�� MONO -FOOTING © ���� |/v | L-/\/\/ \ w|\//x\/--| \�\/ | //x\J \J��|\/� SCALEJ/4. = 1.-0. ��T�[} ,J | `_| STEEL RE|NI-0RC|NG IN GROUTED CFLL 0[[ PLAN FOR SE/0 `` . AND SPACING REQUIREMENTS ( \ 1-1/2^ CO � + w }U \| SD" @ PERIMETER 111 / 2 LAYERS 00 W,W,W, (6x6, .4xW14 ° , SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ± 0'-U" TOP OF SLA *^ P1100 C0�CRL|E SLAB0111-1��6 \Wl,44l.4 WO SUPPORTED I-0" O/C, F OVER 6 MIL VAPOR BARRIER, ON (OMPAC[[D FILL "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION! AND ST AB COM3/NE_D -IVT[3|OR MONO [OO -|NG AND COLUMN PAD SCALE; 3/4" = l' -o^ � (1) #5 BAR IN TOP 00 OONC, CURB N TOP OF RECESS MARK WIDTH CW -36x16 --' ' — +,- zo `/','.��;. SEE SCHEDULE FOR WxD, RAH SIZE AND BAR QUANTITY -[l/\`-|W ��� |/� |N/` ��[`���FlU //v�� ~/��/ /--���� LENGTH THICKNESS BOTTOM REINF, CONTINUOUS 16" 10" -- '----` CONTINUOUS 18" CONTINUOUS |O° CONTINUOUS 16~ 18° CONTINUOUS 12^ FM -18x12 18^ CONTINUOUS 12° --'-------- --- R1C-20x16 20" CONTINUOUS 16" PW -28x)2 20^ RW -24x16 2- 4" RW -32x16 32" -' - ---- FMC -32x16 32* J2~ RW -44x16 44° CONTINUOUS -20x16 20' F.11,0412 / JB (1) #5 @ 24" 0/C (1) #5 @ 24* 0/0 - CONTINUOUS 12' 12" / (1) #5 32~ 0/C CONTINUOUS 16" (1) #5 @ 32" 0/C ---------' '-- CONTINUOUS 10. (1) #5 32" 0/C CONTINUOUS 16° (1) #5 32* D/C F-4Dx48x12 R-48x*8x12 F2 -40%40)(12 TE -2 40" LONG (3) f5's 18" (1) #5 0 32" 0/C (4) I5's CONTINUOUS 16" ' ---- - 36" 12" 12° _ (2) 15's (3) Ks (3) 15's (4) #5's (4) #5's 40, 40" 12" (4) #5's (4) #5's - ----------------------- 12° SEE PLAN 10" (2) #5's ± 0'-0. TOP OF SLAB /-��B` ''- TOP 00 GARAGE / ~��p ��X1|� �� -w/\/-�� PROVIDE CORNER 8ARS, SAME SIZE AND QUANTITY AS 8AR 0 FOUNDATION, WITH 30" LEO EACH WAY. 1 FLOOR SHALL DE 4" THICK CONCRLT[ 51.A8 VVI H 6x3 W1,4^#l,4 WWM OVER 6 MIL VAPOR 8ARK/ER, ON COMPACTED PIT L SEE GENERAL NOTE.S FOR COWPACT|NC REQUIREMENTS, 2 ' TOP 00 0N6MF_D SLAB SHALL 8E ±C-0" 3 - c,OLUmN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4 - REFERENCE ELEVATION ±D' -O^. OLE SURVEY PLOT FOR NGVD. 5 - PROVIDE A COMPLETE TREATMENT FOR TUE PREVENTION OF SUBTERRANEAN TEHWKE3, TREATMENT SHOULD BE. |N ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT 00 AGRICULTURE AND CONSUMER SERVICES, 6 - PROVIDE ISOLATION JO|NlS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRAD[: PROVIDE 1/2. FELT PAPER NJ TI -10 JOINT. / - COORDINATE. SLAB EL[VAUONS, 9[LPS, AND SLOPES W|[H AKCM|T[CJURAi DRAWINGS, 8 - SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE 8U|LD|wG. 9 W/ND0W3, 000RS AND ROUGH OPENINGS ARE '10 RE COURD!NAlLD WITH TUE WINDOW/DOOR TYPES AND LVCAP0NS N0|FD 0� |UE ARCH|TEC['UHAL DRAWINGS AND W|[M THE MANUFACTURERS SPECIFICATIONS, 10 - ARCHITECTURAL DRAWINGS FOR WALKWAY 3|.\8 LAYOUT, 8�U NDicArL3 #5 OAK. h* 1010/041E0 #6 DAR.;/7 BAR VERTICAL REINFORCING OAR 10 [EUS FLLLD Vi1T; 60007 LNDS 00 R000. BARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK, BARS SHALL BE PLACED AS SHOWN IN THE PLANS. 12 - SPLICES 0 REINFORCING BARS SHALL NO BE LESS THAN 48 BAR DIAMETERS (#5 30", #6 = 36"), AND REINFORCING SHALL 80 CON 010001)0. 13 - KA||DNAL ANALYSIS 04S PERFORMED R] OE/ERMINE SIZE AND STRUN[ORC/NC FUR ALL FOUNDATIONS. DE SIGNED vi'AS 84.5i0 ON AN ALLOWABLE SOIL B6\R|NC CAPACITY OF 2.500 PSF, TRANSFER REINFORCING (0P STEEL) HAS BEM UELET [D UNLESS N0|EU b||1[RW|SE )4 - VERTICAL REINFORCING 10 CMU SHALL BE #h'x AS SHOWN ON O113 PLAN, UNLESS OTHERWISE N0l00 IN THE PLAN. ONE REINFORCING BAR SHALL GE: A) IN AOL 'NAL i |NTER5[C(|OuS 13) CHANCES IN ELEVATION 0) EACH SIDE 00 ALL OPENINGS. 0) ALL CORNERS STRUCTURAL DESIGN /S IN ^CCOFDAUC[ WITH 4,0.1 530 95/400E 5'05. 80.'LD:N0 CODE REQU/R[,,I[N7S / UxSONRY STRUCTURES AND THE C0WN[N[ARY, CONS OlUCHON SHALL BE IN ACCORDANCE WITH A.C.[, 530-95/ASCE 5-95, USING; Em 1'500 PSL TYPE S W0R|AR, XSTW 0476 GROUT (3000 PS|), UNI TS L\|0 IN RUNNING BOND. 16 - CONCRETE COLUMN SIZES WA/ VAR/ BY UP 10 2 100660 BiUCEk 6WALL [JUL S|/ALL. HE NO[ LL -±.,S [AAN 8x|| W/ (4) #5'x. EXACT ROUGH OPENINGS 0l00 MAY VARY DEPENDING ON MANUFACTURER BUT DESIGN HAS BEEN VERIFIED FOR WN1ESE COLUMN 0120. (8x11). 17 - A SPECIAL INSPECTOR SMALL INSPECT ALL. REINFORCED MASONRY STRUCTURE AS REQUIRED BY FDC 64407.5.4. SAID INSPECTOR SHALL OMLY HE AN ARCHITECT, ENGINEER, OR THEIR DULY AU[H0R|ZED QUALIFIED REPRESENTATIVE:. 11 MARK TOP REINF. DBL. WIRE MESH '- - f0.-0" (-) 12" BELOW GRADE fC/-0° --- ----'------ DBL. WIRE MESH */_0" DBL, WIRE MESH f0' -O° DBL, WIRE MESH DBL, WIRE MESH D8L, WIRE MESH DBL, WIRE MESH D8L, WIRE MESH COLUMN SC LJ ED| | 9a 84 DESCRIPTIONREINFORCEMENT BASE PLATE OR 8"x18"8"x16," MASONRY POST (.2) #5 VERTICAL & DOWELS �"^° ,". ^"~�� ^u� #3 @ w TIES ." .y , o � (4) #6 VERTICAL & DOWELS (4) #6 VERTICAL & DOWELS 8"x16" CONC, COL REMARK INSPECTOR NOTE STRUCTURE WAS D��|[�N�D BASED ON �� �� THE FBC 7004 RES|NN[|/1L BULDiNG` CODE, H\/A7 SF(,T|[lNS 15^-8" -- ��---*------- 7'-1O^ Too � � Pcn lo A/\ --FIC-17-16xm (2) #5'a IN GROUTED CELLS BELOW THE WINDOW SILL EXTEND 06 3[E 2/S7 TOP & (2) #5's 12^^ 18" HOOK BTM. CONC. BEAM ABOVE 15`-8^ 15'-O^ #J x 6'-0^ W/ 10" HOOK � 16" 0/C, TOP STEEL x §'-O^ 0/ 10" HOOK � 16" 0/0, TOP STEEL FM -41x16 .0 � 50'-0^ --------------- 7`- ----' 15'-8" - " -------�+----- 5'-5" O 40x4C42 0 / 18" cO ± 0'-8" T0P O|SLAB FM-20x16 FM -16x16 y (2) Ka IN GROUTED CELLS BELOW THE WINDOW SILL, EXTEND FM SEE 2/S7 PROVIDE (2) #5's x 48" TOP & (2) #5's 12"" W/ 18" HOOK 8TM. (2) #5's x 8'-8^ CRACK BARS POSITIONED IN THE MIDDLE OF SLAB TYPICAL kg INSIDE CORNERS AND AS SHOWN, CW -24x16 l | 7.0 0 _ -��F��( k�| /��`��. u2" CD _'+ '�---- 5'-B" ---- W-I20N\8 18`-'3" ----- S-7 / -7" ------- 21'-4" 70UvUn ION 73 LAN 'U" KALE: 1/4" = 1'-8^ 7'-4" 'En U v � J' -D^ -`' 2-1121" �� 2 | | Ell�� -_ .--. _-- FWC-2Ox16 v m - � ▪ Liu 8'- " FM -10x12 H7-7 `/ 1M -'''=` NOCTIA HaLid 16x 16 MASONRY VENT, UNDER WINDOW � JA - 0 _ zoo OTOD -- --+ 2'-0" NO PESO. [DATE 11 FzRY�|���T ����F��R ' ~~- ~~'^ / LOT)3D AU)N C.1-4FCK-.:-:IED BY; 5ET: PERMIT SET: F()TDATF: FOUNDATION PLAN 12 IX4 PT BLOCKING FASTENED TO NAIL ER WIN 10C1X2° NAIL 5 At 5' 0/C. (TYP) 2 EL. 4V-0' TOP OF G DR OPENING VEP 1ER 4 4 SLOPE COLUMN CAP I/2° CEMENTITIOU5 k1-1 METAL LATH (3.4 ol) ON 2X FRAM 2X4 P.T. NAILER FAS 'D TO 1 BLOCKWALL WITH i14 DIA. X 3' TAPCONS t 1:1!' MAX. PLACE FIRI,T TAPCON 4' MAX •',ROM ENDS, TYPICAL 11-4' V - TION .3t.V.13301.F.13. 31"33M324 12 TER pETAI. 1/23°4cLEE3t-ENT.yiTo.)-FI0N ,1.x0N44HI ReNGLAATTH 0/C ON TRUSSES. SEE STRUCTU FOR ATTACHMENT RC ee,dai SEE roR DETAILS CEMENTltI4 iN, QUER RIGID FOAM WALF COL FASTENED W/ CONSTRUCTION ADHESIVE 7:7 00 CEMENT FFNk #vR FOAM, FASTENED W/ CONS ADHESIVE.° SEE DTL 4/4-13 RIGIC TION 3/6° GYP, WALL BP, OiN 1t° RARING CHANNELS 16' 0.C. FASTENED 10 BOIT. CHORD OF R?0CF TRISSES l'>0' P.T. FIRE STOP .AT TOP 4 13ortcm 4 14ORZ. • OC, -1'-6° 1/2' GY WALL 1542A1D ON 1°>2° P7. FURRING • 161 0,C. SEE ENERGY CALCS, LAT ION REQUIRtEMENT. TILE (VERIFY TYPE AND STYLE) OVER THN SET TAR f3',-.13 OVER LICUID IED LIMIER:PROOFING MEMBRANE SYSTEM AS MANLF. E5Y " OR APPV. EQUAL (FLASHED UP WALL, UNDER CEMENT, FINISH, A MIN, QF If3') (TYPICAL. ALL 13ALCONIES) 3/4' GYPCRETE ('N 3/4' T1G COX— - PLY SHEATHING GLUED AND NAILED WITH Scl COMMON NAILS0 6' E AND 6' FIELD 5E1DiROPINe- $18. CEMENTITIOUS FINISH OVER E.' CON TE UNITS, (SEE STRICTURAL - STEEL POST, WITH OE TiVE 12' COLUMN PPED AR0.NO IT, DEOCRATIVE COLWI T0L,164 COAT ANO CUT CORAL FINIH, FOAM FACTORY OR EQUAL, SEE Sr TURA'. D FOR ATTACHM AT CAP CEMENTITOUS FINISH OvEFR FORMED RIGID FOAM, FASTENED WITH CONSTRUCTION ADI-ESIVE. COVERED ALCONY t4, AN:4).40p), FLOOR TRUSS0 24' 0.C. (SEE STRLICTUR.AL WOOL LE (SEE DWGS FC M, SKE STUC. R DEtAti.e. 5AT MONOLITHIC FOCTING (SEE STRUCTURAL DRAWINGS FOR DETAIL) COMPACTED FILL UNDER CONCRETE SLAB, (SEE STRUCTURAL DRAWINGS FOR FILL DETAILS) I I - I I L 11 1fiii /i/1 r[ I=1,1112 i7777/ (7.71177, 7.. I-11 1'1 71,1 -- -- [1,1L-:{1_117J:01.1FIBt17:111---. , =. _ r'111--t-c ION TIVE FOAM EL; I2-0' max TOP OF FL EL: 11-1 I/2' TOP OF SLAB /' CEMENTITIOLS FINISH OvER 8' CONCRETE MASONRY UNIT, (SEE $ TURAL 0 "5) E: 1/21'-eY L,1 4�'-�' TOP OF $LAB 12 EE TYPICAL WALL SECTioNS FOR DETAILS, 42° 14, ALUMINUM RAILING TO REJECT 4°0 OJECTS. SEE DRUGS FOR DTAIL, 2 I/2' X 2 1/2" ALUM, 11.1BIN* TOP RAIL -1' X I° ALUM. TuBm CENTER RAIL 1° SQ. PICKETS0 4' OC, ENTRY COURTYARD SECTION dfk "T, DRIP C T FINISH OVER FOAM, FASTENED WITH ADHESIVE, FYPCN OR EQUAL to- TRIM ENT CE SYSTEM W/ KEYST FASTENED WITH CONSTRUCTION 4014E5IvE, --- ERICK PAVERS ON CLEAN / COMPACTED FILL '1/4 1/4'1/4 ION CC:7TY4.FE"..) CEMENT ITOUS FINISH OVER FORMED RIGID FOAM, FASTENED WITH CONSTRUCT ION ADHEIVE. RIGID Trot4 CO\Y SCALE: M4130030 3333.* TIT*4. FIN1S4 OVER EC) RiGr> FOAM, FASTENED WITI4 TICN AHESIVE, T,,4 IL 112. ITCUS FN. ON HI RIO LAN —1604L, ("it ors4 T.) N01:X0E4° AT FOR ATTACHMENT RC BEAM SEE STRUC. ETAILS, 'TYPE 'XGYP, WALL ao, ON lb' MIL, ""--IN3 CHANNELS • 16' 0,. FA 0 TO BOIT, C.14 T $ I 8: I`X2' P1, FIE STOP AT TOP 4 eOTTOM 8' 0,C, CIYPS1/1 WALL BOARD ON 1"X2' P7, FURRM0 16' 0,C, SEE ENERGY CALCS, INSULATION REI ENT, 81 4, ALUM, FRENCH DOOR TILE (VERIFY TYPE ) OVER THIN SET MORTAR BED OVER LIQUID COLD APPLIED WATE MEMBA.NE SYSTEM AS MANL, 15Y " OR APPO. E L UP WALL, UNDER CEMENT, FINISH, A MIN, OF I09. I I 3/4°x6' HIGH UJOCO BASE BOARD 3/4' CY TE ON ON VI EEN VAPOR BARRIER CN 3/4' TIG cr>x PLYWOOD SHEATHING GLUED AND NAILED WITH 8c4 COMION NAILS • 6' EDC.E AND 6' FIELD I5EIDIROOM 4 `, /S." C TITIOUS OvER &' C-NCRETE UNITS, (SE S 111R4L OF.I.L*13) +2'-3 I " STEE T, WITW ECORATIVE 12' COL. AROUND IT, DECORATIVE COL WIN T COAT AND CUT CORAL FINISH, FOAM FACTORY OR EQUAL, SEE 5 TURAL O15 ArrAc T5 ovERED 4LcoNY FINISH OVER R ID FOAM, FAS WIT14 ADI -est DEC 24° ( 5T TURA. DWGS) LEDGER TRUCTURAL DWI) E3E1DFROCr 2 POT LF (SEE STRUCTURAL DRAW FOR DETAILS) IC FOOT(SEE \--BUILD OUT SEE $ ADOIT 2°- SNUG' RAL D FOR DET4IL8) CG11PAC1tD FILL , SEE ST FOR FILL DETAILS IER ER RETE-- INGS lH 4 4 SLOPE CAP EL; I2-0' max TOP Of FL ELA 11I-1 I/2' TOP OF CEMENTITCUS FNISH OVER FO RIGID FOAM, FAS WITH STRUCTION ADI -ESI SEE /A -I3. TILE CAP A (0 1 PROJECT NIP' 3ER; 04125 E3Y: CHECKE 5Y: C-ECK SET: PERMIT ST: AL 0C/22/05 JOHN F. FOT, 4.1A. E1/ET DETAIL -3.8.R.63M 1 1, . I 11-1 CAL: Err 01°-01' .77LJ mon011.1.04.M.H. re,B.WPAPV,v1 II -0' (MIN) * EXTERIOR 4 INTERIOR FACES 4 FULL WIDTH OF JAM5 *on STO lLIATEgirG ..‘mmAKI4..4.•••••••. MI WALL umNocAu STQ WATERTIGHT COAT R CMU AND K RAIN LEDGE (1-T.P,)- CACNCRETE PAVERS- r74ND 5ETTING CIAIRAGF EL,t TO -0'-v 25LOPF ';- ,y/j\ s---,..‘,.!_.\<%\\•\' 4'72' 6' COMPACTED AGGREGATE ----- T COA I\G E:) -TAIL FAVHR SALE: 1/1"- IMMO 6' MIL 5ARRIER -4' GONG, SLAE) (EE FOUNDATION FLAN) —TERMITE -TREATED CLEAN COMPACTED FILL -FOOTING (SEE STRUCTURAL FLAN.$ FOR IZE 4 REINFORCEMENT) T. ATGAIRAGE!R.15. EE •D,4T4 vALB 4 ATT A • 'Al' MOLD (TY,) L4E OF FINISH 5 AND/ WA SEE ELEVATION RETU w TO • STOP FINISH LW CASING 5EAD --CEMENTITIOUS FINISH DOOR 415 P T 3/8' &Y WALL Q4P ON METAL CHANNEL FURRING 24° INSULATION (5 ?? ve ciTUM UJALL5OARD Y C -TRU CH 12 M." Ivottorn of fascia - ROOF INSULATION — ENE 'Y CALC'S F R -VALUE RUN CEMENTITIOUS WALL CONTINUOUS BEHIND RIGID FOAM TRIM CEMENT ROOF TILE ON HOT MOPPED FELT OvE 30* FELT ON 19/32" CDX PLYWOOD ( SEE STRUCTURAL INGS FOR FASTENING REQUIREMENTS) METAL DRIP —E E ON IX2 PT TRIM ON 2X4 TRIM AND 2X6 FASCIA SEE TYPICAL WALL.. SECTION FOR FURTHER INFORMATION VERIFY SOFFIT TREATMENT WITH ELEVATION — Ix t.t.)0C, SUPPORT FOR ACCESS LAC 5/6' DRYWALL CN 5/3" Ft APDi FASTENED WIN DRYWALL SCREW) 4) 6" QC. PERIMETER 4 12' 0C. FIELD 20' MIN. NOTE; 20 x 36 MIN ATTIC ACCESS PER FC SECTION 2309,6 ATTIC ACC 55 nitotwovr **V.. TTCM DECORATIVE TRIM MOULDING CEMENTITIOUS FINISHON HIGH maTAL. LATH IT W/ 2' CONT, SCREEN VENT CEI°1ENTITIOUS FINISH OVER F RIGID FO 4J FASTENED WITH CONST TION ADHESIVE CORBELS ARE 3' WIDE SPACED AT 24' O.C. SEE ETAIL eeLow 11 RAISED CEMENTITI04.15 BAND Ile -PIC/ =AVE IDETAti SAVE Ti S ALE: 3/4411' L CMENTTI1.. FINISH OVER ED RIGID FOAM F,45TENED WIN CONST TION Aol-eslYE ELS ARE 3' WIDE SPACED AT 24' 0,C, SLOPE — CAP CONTINUOUS' SILL (SEE ELEV.) CEMENTITIOUS FINISH OVER F RIGID FOAM FASTENED WITH CONSTRUCTION ADHESIVE T A RUN CEMENTITIOUS BEHIND FOAM ( TYP) 1 LO 0 0 0 UJN 6: P 5Y: 5ET: 5/21/05 PERMIT 5ET: c/21/05 SCALE: /4 �'f22/�! JOHN P. FM, AIA. ET TITLE% DETAIL T NO.% 12 TYPICAL INTEIQR Q E><TE GUARDRAIL NOTE: RAILING SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF. OR A CONCENTRATED LOAD OF 200 LBS. APPLIEDAT ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION! ON TI --IE SAFEGUAF?,D, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSE,17. SO fF) DRAWINGS AND CALCULATIONS SHALL IBE PROVIDED FOR BOTH RAILINGS AND BALUSTERS. EXT. GL.-Ae<;)RAI. DETAIL '9 ' 4 ->r HANDRAILS 4 GUARDRAILS SHALL E5E DESIGNED 4 CONTR11.1CTED FOR A CONCENTRATED LfAC> CF 2, Si-40F1E.->RAu,IINGS TO E3E SUBMITTED TO ARCHITECT AND DC,. DEPT. FOR APPR'OvAL, Crig131?..M.L.L!..1,M2114,WIALOGNIEt 1. BA...CONIES CR PORCHES WHICH ARE MORE: THAN 30 INkI AeOvE FINISHED GROUND LEVEL OR FLOOR BELOW SHALL BE PROTECTED E3.'T A CAUAKDRAIL, 2. GUARDRAILS SHALL r,ORM A VERTICAL PROTECTION eAR.RIER NOT LESS THAN tlt? INCHt.i.$ HIGH, RE,..IECT 04' SPi-ERE TYP,--- . - - ---- SHAPED Top RAIL— SEE ELEVATIONS FOR RAIL ING DESIGN 2"x2'x 1/a° ANGLE. W/ (2) x 1-4° TAFFCONS INTO WALL 4 (2) X eN1S INTO TOP RAIL 3/4' SQ, MTL. TUE PICKET -SPACED TQ --MIAMI' A 4" 814)HRR 2'x2'x I/a. ANGLE. W/ (2) X 14 TAPCONS INTO WALL 4 (2) J° X 61-15 INTO BOTT. RAIL (1) .10 X 1-i' ShIS 'eD EA, --PICKET OR WELD AS PE FR MANUF, BOT7011 CHANNEL, CONCRETE 5LAE3 - THIS SPACE TO REJECT A 2' 5I-IERE POST TO SE SET IN &.(�� P,5.1, GROUT Ctij.4.K.FAILI.V.Tf& 1, ALL OPEN GUARDRAILS SHALL REJECT PASSAGE OF 4' D1A, SPHERE THRU vERTICAL COMF'ONENTS,, 7. ALL. GUARDRAII,..,$, BOTTOM RAIL SHALL. REJECT 2' DIA, SPHERE NOSING, SLOPE TO MAT TA RAYP 5' MAX. $LoPrE. 2' Q. 5OTTOM C:HANNELt- 4' SO, POST 5TRINGER.5 ( wis*Rittik5441,141'9*.. 'EJEGT 0" PERETYP. !REJECT 02' 5P4-4ERE TYP, 3, TA I FR HANDRAIL SHALL BE NOT LESS THAN ,34° NOT MORE THAN 33" AeovF, THE SURFACE QF T'HE THREAD, MEASURED VERTICALLY TO THE TOP OF THE RAILFFROM THE LEADING EDCIE. OF THE THREAD.(EXCEPTION: HANDRAILS THAT FORM PART OF A GUARD $HALL PERMITTED TO EXCEED 35' eUT SHALL NOT EXCEED 42', ME,45.1,1„IRED VERTICALLY TO THE TOP OE R.AIL FROM THE LEADING EDGE OF THE THREAD) I 3/S1 50, NOr"1. PICKETS (F'ICKET STYLE TO ee VERIFIED) TYP. SAFE GUARD 42' HIGH WIT c:•.). Icor:). PICKETS SPACED TO REJECT A 4' SPHERE MAX. UJOOD CAP SELECTED. 5°XE.v NOM. NEWEL POST -2 NOTE: ALL. Woo) 1.0 WOOED CONNECTIONS ARE GLUED WITH POLYURETHANE GLUE aAsE. OF P05T 15 CiLUEID WITH 5UF.3FLOOR ADHESIvE WOOD CAP AS SELECTED 2 X 4 U.1,001:) WALL e EACH END, SCREW DIF.,TRII5UTION PROM 2 X 12 TO PLATFORM. T:FpICAL INTERIOR INTElQ C EXTERIOR NOTE: RAILING SHALL E3E DESIGNED TO RESIST A LOAD QF .50LF. CR A CONCENTRATED LOAD OF 200 Lee. AF-')PLIEDAT ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGLIAfRD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SCALE: CD 1\TE 4. HANDRAIL TO TERMINATE ON A POST OR RETURN INTO THE WALL,„ (SEE SHOP 2' SO. BOTTOM C1AEL-- tT4LS + 2 x 6 LANDINGI.11/ 3/4' CDX, PILY,11,110. GL_UFD AND - NAIL5p 1 . MEN3E ARE 6' Q.C. LANDING SECURED TO ELK WALL W/ 3' DRIVE PINS (t6' •7 2 X 4 RT. SECURED i3LK. WALL UJ/ 3' DIVE IN DIRECTLY UNDER DING (03 pER 4). NARDUJOOD HANDRAIL, MAX. 1.1/2' MIN. fr,co ,/ $ECTIONAL, ..... -PICKET SO. POST -REJECT kPER-T-YP. -Pt` TOP OF TREA 73 (;-• cv.w. e tbif 4.•••••.80,••,•( .11•1•111•4110nmpimin•M•Mill• 4 !BALUSTERS SPACED 41 0/C- OR TO REJECT 4 41 0E3JECT LANDING SECURED TO 4 X POST ul/ ONE -(1')I4 GAUGE - STL. STRAP (SEMCO RIPGAaleF EQUIVALENT) LU/ &A NAILS 4 X 4 P.T. POST SECURED TO SLA13 UJ/ STL, POST ANC (SEMCO PCPG444OLD OR EQUIVALENT)- ; $140T lI)/ DRIVE PN6 TQ SLAB AND WAILED TO POST, ANDING TO iT AND LIJ CTIQN • ANDRAIL N WEL POST V2' X 10' BOLT FAST R - (NEU.EL POST FASTENER) TTOM LEG OF 3/4' X 2 1/2' TO 2 X 12 CONNECTION, 4- 12 X 3' WO, scRews OAK 61-10EfRAIL, SCALE; I/21. --out rAa-. f (A-' pmtkAikqT 17-)V4V(t-T Fre-il:Ain 1 CZ ALL RISERS AND TREADS ARE GLUED TO STRINGER. 2 X 12 SOUTHERN YELLOW PINE STRINGER ROUTERED TO RECEIVE T RISERS. I X E OR 3/4' CDX PLYWD. RISER 5/4 SOUTHERN! YELLOW PINE '2 (ACTUAL THICKNESS IS 1') TREAD. 2X2 GLUE) TO RISER AND ON C.:11,1TER OF TREAD, ED AND AD PLACED RISER AND TK -AD GLUED AND WEDGED UJ/ IVE a NouTE SCALE: 3/':-�' 1(4),STAR CONNECTION pETA \; rt'/ LS -1 Y) R , 0 k. PRIWIUMMR•••1049MI • t ; A, CLEAR SPACE tBETWEEN HANDRAIL AND WALL TO 15E: 1/2' 15.. TOP OF HANDRAIL GRIPPING SURFACE TO le,E NOT LE,S5 THAN 34' AND NOT MORE THAN 3S" ABOVE STAIR NOSING (CR FLOOR A$ A PPL ICA15LE,) 2" / / /, / /// HAND RAIL.: F42042 WALL. RAIL. 1 V32" 04, HT, 2 1/4' 04, LuorP WALL RAIL. E3RACKET: F-3 2 SEC,URE WALL BRACKET W/ F-3001 RAIL BOLTS (3 1/2') (ANTIQUE BIRA5E.2 FINS -1) ETA! 2 412 >< TOP 4 T. (SEE PG. 2 OF 4 7n 11/2' ACCESS 1-40LEn 1/'x 3' x 5" , 14 GA. 5TL. 5TRA P 5EcUkzir"2 W/ DRIVE PIN5 AND NAILat.; TC OP STRINGER (SEMCO RTPe2a4- OR EQUIVALENT). 2 X 4 P.T. SECURED TO 131...AS, IV DRIVE PINS, STAIR SECURED TO 2 X 4 W/ NAILS --- FROM THE FIRST RISER TO THE 2 X 4. 2 X 4 RT. D0E5 NOT NEED TO GO F M STFRINGER TO STRINGER. STAIR TO LA ONN TI SCA. 4 1 1 40 T ATE 1,0 fREV16101\1$ NO. DE5C. DATE . X 3WC), WS TO FLOOR. 2 X12 (1f2' X 11 1/4' AC11,143,-) NN ALE: 1 1c0' 14 GA, STI-. STRAP NAILED TO STRINGER AND LANDING. (SEMCO RT A8ISF OR EQUIVALENT). fiZ TO N N CN1 CD LO 111 t STAIR CONNECTION IDET4II„..6 , PROJECT NUMER; 04101 SCALE: 3/41s1CV - ONE 14 A. STL, STRAP ON EA. STRINGER WITI-4 THE EXCEPTION OF A eTRINGER THAT ENDS PAST THE OUTER CORNER OF A DECK IN ORDER TO CONTINUE A FASCIA FOR THE RAILS, EA 5TAP IS NAILED TO THE END OF THE TRINGER 1 SECURED TO DECK UJ/ NAIL e OR DRIVE PINS DEPENDING ON WHETHER WOOD OR CONCR.ETE, (SEMCO RTFGAE314F OR EQUIVALENT), --TOP RISER 15 SECURED TO E".)ECK W/ 16d NAIL TO W. MEMSER, 0 W/ 3° DRIVE PINS TO CONCRETE $1-45. 5TAIR TO OR 5 4. I N\I ANT:) "titans 1Lg aare C:rION dRiSe•TiORIPorM. CUT OUT ION IDE T TAI DRAWN BY: Fe CHECKED BY; JFF CHECK 5ET; 1-31-05 PEWIT 5ET; 09/20/05 SEA 09/22/05 Jai -4N P, FOTI, AJ,4. 5I-IEET TITLE: I TYPICAL. r.)ETAii_e 'CALE: ..„ HEE.T. NO.: 1 r CEMENTITIOUS - LINTEL 2 x FT. .X:1012 BUCK MIN. WIDTH TO MATCH DOOR FRAME SET IN CAULK BED SEE STRUCT, FOR ATTACHMENT PVC CORNER BEAD - CONT. DRIP STO WATERTIGHT COATING APPLIED OVER SUBSTRATE 4 BUCK BRICKN1OLD FI5ERGLA56 DOOR 4 FRAME - HEAD INSUL,/ FURRING 1/2° GYP5i,JM WALLBOARD - 1 x P. T, WD. CASING 'SHIM SPACE (MA)(.) ANICIORS SIZED AND SPACED 45 PER PRODUCT APPROVAL UJD./ FI5ER.LASS FR DR/ CMUWALL,, 4 ftangWaNiOnfik CEMENTITIOUS PVC CORNER BEAD STO WATERTIGHT COATING. APPLIED OVER SUBSTRATE 4 BUCK.-- • BRICKMOLD UJDIFIBERGLASS DOOR 44 FRAME IM SPACE (MAX) ------ UV, CASING eei# IP 44 cti JAMB WO/ FIBERGLASS PR. PR NE5ERGLASS DOOR - LINE OF CEM. PIN, BEYOND P,AvER CONC. SLA5 - PAVERS --- 2 x PJ, WOOD EX,K., WIDTH TO MATCH DOOR FRAME - SET IN CAULK BED SEE STRucT, FOR ATTAcHmE:v1 - &SUL/ FURRING 5PACF 1/2° GYPSUM WALLBOARD ANCHORS SIZED AND SPACED AS PER PRODUCT APPROVAL CEMENTITIOUS FINISH — STO WATERTIGHT ----- COATING APPLIED OVER SUBSTRATE 4 BUCK LINTEL - GER CONT. DRIP SEALANT -------- ALuM. FRENCH DOOR reemak.-MVatt.plupc-wrow.maaraommook, <7 FRAME - y HEAD 13110011091Ma*ViVraffea. nem ma.....1".1190414MISMAIMM INSUL, FURRING SPACE TAPCONS SIZED AND SPACED AS PER PRODUCT APPROVAL 'SHIM SPACE (MAX.) I x 3 P, T. - 1/2° GYPSUM WALLE3OARD - CAULKING 1 x P,T, WOOD BUCK. MIN, WIDTH TQ MATCH DOOR FRAME - 5E7 IN CAULK BED SEE STRUCT, FOR ATTACHMENT 1014.Wpacsa /11101110111WIMIIIIMS ALUM. FRENCH DR/ CMJ UJALL PVC CORNER BEAD EY GMU SEALANT 311,11- era WATERTIGHT COATING; APPLIED OVER SUBSTRATE 4 SUCK ---------- cEmENTTiouS / FINISH ' - -- 1x P.T. WOOD BUCK MIN. WIDTH TO MATCH DOOR FRAME 5ET IN CAULK BED SEE STRUCT, FOR ATTACHMENT 4Lum. FRENCH DOOR 4 FRAME ----- '51-111-1 SPACE (MAX) CAULKING TAPCONS SIZED AND SPACED AS PER PRODUCT APPROVAL SLAB • 4 SILL cMU BE'rOND ALUM,/ LID. BUMPIER THRESHOLD SET IN SEALANT ---- FLOOfR FIN, - ---------- GROUT UIQJFIBERGLASS FR DRi C IU WALL 311,11CO" JAMB INSUL. / FURRING SPACE 1/2' GYPSUM WALLBOARD 60.61.21.11011011111- 4,1111COM fONWOMINIVARNMEM ALUM. PI:RENO-1 DR/ Cm- WALL ALUM, FRENCH DOOR LINE OF GEM, FIN. SEMENTITIOUS FINISH CONC, SLAB VISMINIONONINVIip 11111M.P. I MMR,R.16* WARARWORNM.06..... 3° N. <7 SILL CMU BEYOND ALUM, SILL 1-1/2' SLAB, RECESS TAPCONS ZED AND SPACED 45 PER PRODUCT APPROVAL ALUM. FRENCH 1DR/ CMU WALL STO wATERTIGHT coATING APPLIED OVER SUBSTRATE 4 BUCK CPEMENTITIOuS L NTEL P\ -/C CORNER-- E3FAD CONT, DRIP .')E•EALANT--- SCREEN TRACK ALUM, SLIDING DOOR TRACK LTh2,M11...NOMPSW WOW 1-1 y TAPCONS SIZED AND SPACED 45 PER PRODUCT APPROVAL INSUL, / FURRING SPACE 'SHIM SPACE (MAX) 1 x 3 P. T. GYPSUM WALLBOARD --- CAULKING ----- I x PT. WOOD BLOCKNG MIN, WIDTH TO MATCH WIND. FRAME - SET IN CAULK SED -SEE STRUCT. FOR ATTACHMENT ALUM. SLIDING DR/ CMU WALL CORNER.: Mi'AD - e. CMU SEALAVr.- I x MIN, DTH TO rCH DOOR RP.AHE - SET IN CAULK. SEE STRUCT, FUR SPACE (MAX.) CAULKINiG J4113 STO WATERTIGHT COATING APPLIED OVER SUBSTRATE 4 BUCK CEMENTI T IOUS FINI51-1 TAPCONS SIZED AND SPACED AS PER PRoDUCT APPROvAL i'eHIM SPACE x P. T, INSUL. 50. - 1/2° GYPSUM WALLBOARD ALUM. 61115&G DIR./ CM6T1141.1.---- ALUM, 51. !DING DOR TRACK ----- SCREEN TRACK ----- STO WATERTIGHT COATING APPLIED OVER SUBSTRATE 4 BUCK 4.L CEMEN'TITIOU5 FINISH LINTEL PVC CORNER BEAD CONT, DRIP SEALANT -- ALUM. WINDOW HEAD EXTRUSION PvC CC)RNFR BEAD CMU - SEALANT 4`6HIM SPACE (MAX.) ALUM, w+NDow JAMB EXTRUSION CAULKING LINE OF cEM, FIN, BEYOND SE.MENTITCUS PIN6H CCNC. SLAB 4 <./ 4 SILL MelMixmlimmtli4MaiN.M.MONNIR ALUM. SLIDING DR./ CMU WALL 4 <,) 8" CMU BEYOND SLAB RECESS FILL LW GROUT TAPCONS SIZED AND <7 4 SPACED AS PER PRODUCT APPROVAL 1,11.1101.1 AWL SLOPE EAD TAPCONS SIZEO AND SPACED AS PER PRODUCT APPROVAL INSUL, / FURRING SPACE 'SIM SPACE (MAX) I x P. T. 1/2° GYPSUM WALLBOARD CAULKING - 1 x 0 BLOCKING MIN, WIDTH TO MATCH WIND, FRAME - SET IN CAULK SED-5EE STRUCT, FOR ATTACHMENT ILINDOW/ CMU UALL JAMB f-!T!T:TTTT'i- _ ALUM. S.N. Luimpoui/ CMU WALL ALUM. WINDOW FRAME SCREEN SEALANT PVC CORNER BEAD • CEMENT, FIN, SEE ELEvS, FQR TRIM INFO, PRE -CAST CONC. SILL ---- STO WATERTIGHT COATING APPLIED OVER SUBSTRATE - 3'41P-0' S'TO WATERTIGHT COATING APPLIED OVER SUBSTRATE 4 BUCK CEMETITIOUS FINISH 1 x P,T. WOC.)D BLOCKING MIN. WIDTH TO MATCH UJIND, FRAME - SET IN cAuLK E3ED TAPCONS SIZED AND SPACED 45 PER PRODUCT APPROVAL 'SHIM SPACE x P. T. INSULAURRING SPACE - 1/2' GYPSUM WALLBOARD CAULK ING 'SHIM SPACE (MAX) --- FIN, SILL I x 3 p. T. ----- PRECAST SILL ALUM. S.N. UJINDOUJ/ CMLI_LUALL INSUL. / FURRING SPACE 1/2' GYPSUM WALLBOARD a" CMU TAPCONS SIZED AND SPACED AS PER PRODUCT APPROVAL RON 5,4Y, FL. PROJECT NUMaER: 04101 CHECKED E3Y: JFF CHECK 5ET: (3/24/04 PERMIT 5ET: e/21/05 SEAL <?,n722105 OHN FOTI, AAA, SHEET TITLE: TYPICAL DETAILS SHEET NO.: a /-------------- PE. t000r, TRUSSES a 24° 0.C. ECIFIED INSULATION ABOVE GA OVER ALL LIVING AREAS8 2ND FLOOR (IF APPLICABLE) (SEE ENEFK/Y CALCS) 5./6" GYRES!). ON ;° MIL. R.IRRING CH ELS8 24' Q.C. TIN & 25 G E MEAL TOP TRACK ATTACHED TO TRUSSES W/ (2) -5/$' "6 DRYWALL SCREWS • EA, TRUSS INTERSECTICN ( VIDE CATS AS REaD) CABINET BRACING TQ eE 4 MINIMUM 2 X 4 HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN TWO SUCH 5TUDS, COORDINATE WITH HEIGHT OF CABINETS, (IX4 PT WOOD WITH TAPCONS AT 16' O/C M*'* RY DITIONS) NOT ALL 3-5/8' 25 GA. STEEL STUDS PARTIT SUP ING CABINETS SHALL 8E PACED CI-IANINEL 81-1AFL ) STUDS 24° O.C. WIN (I) R1 1.. LTW LAYER OF GYPSUM UJALL BOARD OC. AT BACKSIDE QF ALL CABINETRY, AUGE CONTINUOUS METAL BOTTOM T ATTACH Wh 1, (2) 3/4' STUB NAILS * 24' OC, ( CONC. SLAB ) 2. (2)1-5/6'1'6 DRYWALL, SCREWS * 24° O.C. (PLY D) INSULATION (RII) AT GARAGE WALL . CONC, SLAB OR WO. SUBFL. NOTE: SECTION SHOWN WITH WALL PERPENDICULAR TQ TRUSSES. f-'•AR41-LEL. WALLS SECTICN SIMILAR T RIO1\0 CEMENT ROc.X' TIL ON NOT MOPPED FELT OVER 30* FELT ON 19/32' CIDX PLYWOOD ( SEE STRUCTU L DRAWINGS FOR FASTENING REQUIREMENTS) / AL\ TOP OF 15EARING 1-1,1 HEIGHT VARIES (SEE ELEV.)/ METAL ORIF EDGE ON 1X2 PT TRIM ON 2X4 TRIM AND 2X5 FASCIA CEMENTITIOUS FINISH ON HIGH RIB METAL LATH SOFFIT W/ 2' CONT. SCREEN VENT EA,fRN l'-6' F4RTET!ON 12 CEMENTITIOUS FINI-4 OVER FORMED -- RIGID FOAM FASTENED WITH CONSTR.ICT ION ADHESIVE cotRieELs ARE 3' WIDE SPACED AT 24' OC., SEE DETAIL BELOW 1° CONT, RAISED CEMENTITIOUS HAND 5/6° TEXTURED CEMENTITIOUS FNH OVER 8° CONCRETE MASONRY UNIT I-1/2' WATER TI RECESS AT ALL CMU PERI ETER LC7C4TI MONOLITHIC FOOTING (SEE STRCT. DRAWINGS FOR DETAILS) COMPACTED FILL LINDER CONCRETE SLAB SEE STRUC. D DETAILS, o' -o' FIN. FL EL E VAT ION 'STO' UJATERTIGHT COATING ON CMU FROM BOTTOM OF FOOTING TO 16' ABOVE SLAB (n -F) GRAPE TYFICAL, WALL EC • , I , • '• • ^ I , 5CAL.E: 3/4' = SPECIFIED INSULATION (SEE ENERGY CALCS) INEERED ROOF TRUSSES, $EE INF RS DU6S, FOR DETAILS, %' GY METAL C ARP CEILING ON 8 AT 24' 0/C. ROOF I NSU L.,4T ION SEE ENERSY CALCS FOR R -VALUE 1'4° PT, FIRE STOP AT TOP BOTTOM 4 11X2° PT. FIRE STOP AT TOP 4 BOTTOM 4 I-1 a. C.C. REINF, CCNCRETE BUND BEAM (SEE STRUCTURAL STRICTU D I FOR DETAILS) PRA.1)11\.155 FOR DETAILS) 1/2° GY WALL.. BOARD al NOMINAL 1141 FURRING, 8 16° ON CENTER SEE ENERGY CALCS, INSULATION REQUIREMENT U)001) 5 BOARD MOLDING 4' C, SLAB ON 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, (SEE ST , DWG'S) ION CEMENT ROOF TILE ON SO. NOT MOPPED FELT OVER 30* FELT ON 1e/32' CDX PLYWOOD ( SEE STRUCTURAL DRAWING5 FOR FASTENING REQUIREMENTS) Akk._ TOP OF BEARING --‘41111' HEIGHT VARIES (SEE ELECi'd METAL, DRIP EDGE ON IX2 PT TRIM ON 2X4 TRIM AND 2XS FASCIA CEMENTITIOUS FINISH ON 141G14 RIE5 METAL LATH SOFFIT W/ 2" CONT. SCREEN VENT 11-6' 0,4, 12 CEMENTITIOUS FINISH OVER FORMED --- RIGID FOAM FASTENED WITH CONSTRUCTION ADHESIVE CORBELS ARE 3' WIDE SPACED AT 24' OC, SEE DETAIL SELOW r CONT. RAISED CEMENTITIOUS E3ANID RUN CEMENTITIOUS WALL. FINISH CONTINUOUS 5E14IND RIGID FOAM TRIM MENTITIOUS FINISH 0 TE MASONRY UNIT J T ,etE NEERS. FOR DETAILS. %' GYPSL/1 BOA CEILING ON METAL CHANNELS AT 24' 0/C. .----- 11X2' P,T, FIRE STOP AT TOP 4 BOTTOM 4 • a. c.c. ROOF INSULATION SEE ENERGY CALC'S FOR R -VALUE REICONCRETE #D B A' (SEE ST TURAL RDETAILS) CFUV2'ARI.I.GRCSYNICI, 147A ER ACWIENICNATRDRE LUALL I" PI. ENT, NO F T$TOPe ARE REaurRED, SEPARATI ING AREAS TO A MAXIMUM OF 1000 scj. TOP QF let FL. E3EAM, INC}BEAR HEIGHT vARIE5 (SEE ELEV) 0 0 BEAM (SEE T FOR DETAILS) 5/8° TEXTURED CEMENTITI CONCRETE MASONRY UNIT • FINISH OVERV__ 1-15 VERT. IN a CRETE FILLED CELL (SEE — STRUCTU DRAWINGS FOR LAPPING DISTANCE AND DETAILS) ' 3/4° GYPCRETE OVER VAPOR OVER 3/4' T4G CDX PL GLUED AND NAILED, NAILING SCI-IED'ULE) h tt t ttt t • %,` V' tot • ?1 V GY METAL aNEL5 AT 24' 0/C., - FL e- 4' QC. SEE SPECIFIED INSULATION ABOVE I-1/2° WATER (SEE ENERGY CALCULATIONS) INAL. l'X.21 P.T. FIREB4 TTOM 4 HORZ. 0. GYP5Ill WALL BO NOMINAL 1'X2' P,T, FURRI ,a 16' CN CEN CS. I AT TOP TION RECESS AT ALL CMU 1ETE LOCATK»4, MONOLITHIC FOOTING (SEE FOR DETAILS) T DRAWINGS COMPACTED FILL UNDER CONCRETE *5, (SEE STRUCTURAL. DRAWINGS FOR FILL DETAILS) .4161, 01-0' FIN. PLO0r EL EVAT ION '&O" WATERTIG44T COATING ON CM FROM BOTTOM OF FOOTING T01' ABOVE SLAB (TTP) GRAPE BASE BO. T.)NG 4' CC. SLAB CIN 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, (SEE STRUC. MIN. c01-1N(P. TWO STOIRY C L, WA 5C4LE: 3/4' = 1 111 5C4LE: 3/4" = CTION NO. pEsc. oATE IBtlaWiarnIMSOAMMINVIRMIMPAIWIMIRP6M Ea PRAWN En': CHECKED CHECK SET: 'B/21/05 PEWIT 5ET: ca/21/05 WIN.4164.0.2.1.101 P5 JPF ARM 0 N P. FOTI, A.I.A. 1- EET TITLE: IPICAL WALL SECTION SHEET NO.; 26::9 AM, SIU LDts- ANYAN 22"-3 162° TOP OF L EAM ALT-@' max, FINISH FL - Irk" -3 1/2' VTQP <:F BEAM IN1H FLOOR 22"-3 1/2' TQP OF BEAM 12'-0' max. -VFFNI91-1 FLOOR AL.111-"I 1/2' TOP QF BEAM ENGINEERED TRUSSES cQNT. FLASHING - 4 12 ROOF TILE c.* -ENC/INEERED ROOF TRUSSES. INSTALLED PER MANUFACTURER'S SPECIFICATI IL, 1/2" CEMENT FIN. ON HI RIB FURRING ',T 16' Q/C TRUSSES, TUBAL T HENT ,/ .77 12 4 OFFER CEILING F4M Y BRICK: PAYERS CLEAN! COMFACT PILL SL AB U1LING SECTION_CC �++TILE ON -EFb.INEERED TII.JSSES. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ,110‘tr-s.,5 Sit ATION, R TO STRUCTURAL. DRAWINGS //i L-B4VeZ2.l 1101 lj 4"ina\\`,4aY','-tr U1744. 'fS 131 ICK PAYERS ON CLEAN COMPACT FILL 12 OYERH TEQN VARIES, SEE ELEYATIMS E; 1/4'41'-Q' 4.31 eyx7/," •aw0e FINISH FLOOR 1, EMENT FIN. HI RIB (3.4 LBJ .Y'O.) ON A lh,' Q/C— ES, SE TURAL FO' "IILE CAP C14MENT M rr7/4-.:7 ;aun7, r. 2rzrr,. ,4177 ' ZE.:EITACI'.1rETALa IZ..L'lL� dl_,Z,EY%�'Ii? ZIIII.tsX7J7Tll s4lr/<a .;.,.r�l4f� BUILpING SECTION E BRICK PAVERS CLEAN COMPACT FILL L4 ATIQN., R TO ST CTURA!. P I ICK PAYERS ON CL SCALE; l/4'=1'-0' PROJECT NUMBER: 04125 LOT: 13 Err: CHECKED 15Y: CHECK SET: PERMIT SET: GAS CEM 043/20/05 s9/24/O5 SHEET TITLE: BUILDING SECTIONS SHEET NO.; A S 1 12"p@° mix HNIS4-1 FLOOR II'�1 1t2" TOP OF BEAM FINISH FLOOR CyNTERIOR ELEVATION IFF -z-)11 [rHj1 r-11 I --OUTLINE QF COFFER CLC, E3EN1NC2 UJALL. INTERIOR ELEVATION SCALE !/4'.1'-0' TOP OF 121-@" mix, FINISH FLOOR 11'-1 1/2' T©F' OF BEAM FINISH SCALE:. 1/4°•I'-0' T EREP E8 -- «, D FL R TRUSSES -�.m INEE ROOF T 5 E OVERH O DITION VARIES. SEE ELEVATIONS L 12 ROOF TILE ON PRE-ENGINEEI ) ROOF T ES, INSTALLED PER MANUFACTURER'S CIFICATIONS, ii 20 risers ' 1.20° i3 treads g, 10" plus 1" n©5inq 0 //',W 3+CrctATIQN, RTO 5U11.iNCx SECTION A-,4 12 BRICK PAYERS ON CLE PACT FILL R,,,, TILE ONINEEREP ROOF TRUS S. INSTALLED PER MACiURER'S SPECIFICATIONS, — 1' RAISED STUCCO F3AND SLAB F. ATION, ER TO ST SCALE: 1/4'■1'—OA 22'-3 1 TOP OF 12'-@° mdX, FINISI�4 FLOOR 1I' -1I/2' TOP OF BEAM 01- F1N164-I FL 31 5IMULATED CAST STONE SURROUND $1.A s° ATfON, ,. mR TO STRUCTURAL UILDIN SECTION 5-5 BRICK PAVERS ON CLEAN `�. ACT"—FILE—"" SLAB FOOUNDATICN, R TOS CT1d DRAWINGS SCALE: I/4" I'-0' 11'-1 112' TOP OF BEAM QJEGT Nr LOT: 13 UN BY: CK,EP t3'f ECK SET: IT SET: p45 CPM 09/20/05 0f24/05 JOIN P. FOTI, 4.1.A SHEET TITLE: BUILDING SECTIONS :MARK Hi "WA LEVATION 4 ROOF NOTES DESCRIPTION TILE ROOF C;ONSTRUCTION, CUT AND FLASH TILES AS REQ'D AT ALL VALLEYS/INTERSECTIONS, ID ' IA SEE DETAIL 1/A-12 VENTILATED , IT (Trp.) ALL ROOF PENETRATIONS AT REAR ELEVATIONS ONLY, PAINT TO MATCH ADJACENT TILE. IT TRIM - SEE DETAIL 1/4-12 L. CFMENTITIOUS FINISH - LIGHT TEXTURE Lt] 1' TRIM W/ CEMENTITIOUS la 2' TRIM WI CEMENTITOUS FINISH ALUMINUM WINDOW - PER SPECS 5"X8" CYPRESS D POST. VENT, 60 SQ, IN, PER CAR, CYPRESS WO, BRACKET EQUALLY SPACED. Ice,' ROOF OVER-1ANG, WITH THE EXCEPTION OF GABLE ENDS. CY& W. 5RACKET CAPITAL, TE DE VE OVERFLOW RAINWATER SPITTE 42' GUARD RAIL SEE DETAIL '3/A-11 IGID FOAM CORBEL DETAIL SEE DETAIL 2/4-12 uf3j CONT. DECORATIVE RIGID FOAM WITH HARD COAT FIN. 47'>4. CYPRESS WOOD PONT. OUT 221-3 1/2" TOP OF 5 101-3 1 TOP OF BEAM ... FINISH FL 12 4 uJ LEFT 511-)E ELEV4710\1 221-3 1/2' OP OF BEAM _ 1 I2'-3 72' TOP OF BEAM 01-0' FINISH FLOOR 12 LJ- ofLi- IJ Id Id Id EVATIQN 1 rE SCALE: I/41=11-0' 22'. TOP Of 121-0' FINISH FL I0'.3 12 TOP OF BEAM‘F 22'-3 TOP OF BEAM SCALE: 1/4'811.0' FINISH PROJECT NUME3ER: 0,4125 LOT: 131D DRAUJN E3Y: CHECKED E5r CHECK SET: PERMIT SET: I' ' /.4 LI-- I.= ----- ------ 7T -L.71 ..._ 1 4:12 1 1 1 V 4:12 " 4: 2 4:12 /1( ROOF PLAN_ - - f \(`-- ROOF VENTILATION CALCULATION LOWER ROOF AREA IS20 Sq. Ft. x 1520 r. / 150 x =10.13 eq„ Ft,. OF VENTING REQD 5 Linear Ft. OF # 0..1661 30.83 Sci. Ft. 3 Sq. Ft. PROVIDED 30.53. Ft. >10,1316111 OK 69 _ Lil [5 LLI cM4 E VENT, C,0 50. IN. PER OAR. [121 CY 55 WL. !BRACKET EQUALLY SPACED. FIN 1'.-4.7° ROOF OVERI-iANG, WITH THE EXCEPTION OF GABLE N Dig CY 85 WD. BRACKET CAF'ITAL. DI DECORATIVE OVERFLOW RAINWATER SPITTEFRS. ROOF VENTILATION C4LCUL4T1ONS( UPPER ROOF ROOF AREA 2141 5c1. x / 3155 re I / 150 x 1421 Sci, Ft. OF VENTING REQ'D 262 Linear Ft, OF SOFFIT 262 # 0.1661 43b1 5c1. Ft. 43b1 &j.. Ft. PROVIDED 43.61 Sq. rt, 1421 .. .. St")..rt, OK V AT ION 4 FROOP NOTES RIPTION TILE ROOF CONSTRUCTION, CUT AND FLASH TILES 45 REQ AT ALL VALLEYS/INTERSECTIONS. WOOD FASCIA SEE PETAL 1/4-412 VENTILATED # IT (Tr:.) ALL ROOF PENETRATIONS AT REAR ELEVATIONS ONL.r, PANT TO MATCH ADJACENT TILE. SOFFIT TRIM - SEE DETAIL 1/A-12 CEMENTITIOUS FN1514 - LIGHT TEXTURE 1' TRIM W/ CEMENTITIOUS FINISH 2' TRIM 10/ CEMENTITOUS FINISH ALUMINUM WINDOW - PER SPECS a'xv ClIFRE66 WOOP POST. 11-61 42' GUARD R.AIL SEE DETAIL B/A-11 ftl]RIGID FOAM CORBEL DETAIL SEE PETA1L 2/4-12 E-41 CONT. DECORATIVE RIGID FOAM WIN HARD COAT FIN. 6°X6' CY u)N6 pow - WOOD POST. )4:12 4d2) enty.,16.1,111•11•PM.P.* SCA1 E: 221f3 lir TOP OF E3EAM 11r-1 1/2' TOP OF BEAM, 2nd FLOOR •T� '-3 1/2° TOF OF BEAM v FINISH FLOOR 12 Frl }-1 At_221-3 1/2' v TOP OF BEAM A121-0' max. FINISH FLOOR Ak_11`-1 1/2' ‘rj TOP CF BEAM, 2nd FLOO 4 1 11 11 )1 I H h'IJ -41 h . I1; oft, 4 11 5. -AJ A\ ilia 4611. Li 14'-0' 11 6'-5' Ap1-01 IjFINI61-1 FLOOR 4F, FR, 41•11••••0•1110:111.10.1. — T ELEVATION NOTE:, 1. ALL SILLS TO BE PLUSH CUT 2. ALL 'TRIM T-ICKNE55 DIMENSIONS ARE FIN - 3, PAINT COLORS AND TRIM TO IRETUW AT CORNERS. 4, PAINT COLORS TO CkA E AT INSIDE CORNERS ONLY. 6' SIMULATED - CAST STONE 511 12 4 Ld _ 01 SCALE: 1/4':11-0' !RIGHT SIDE LEVATION APX091,..30/.1.64•AMMYMMA, 0050910.11 SCALE: 1/4"r1'-0° 22'-3 1 TOP OF BEAM 121-0' iax. FINISH FLOOR ‘41. 101-3 1/2'4, TOP OF BEAM -7- 010' FINISH FLOOR 221-3 1/2°A, TOP OF BEAM'F' 121-3 1/21,16, TOP OF BEAM‘F 101-3 1/2' TOP Of BEAM 01-0",k. FINIS1-1 oo REV1510N5 NO, DESC. REVISION C) cCh) CN z H (f) CY) (Y) PROJECT NUM; 04.2 LOT: 131) IDRAU.N E3Y: C1-.ECKED CHECK ST: PERMIT SET: JO -1N P. FOTI, SHEET TITLE LEV14TION5 - ROOF PLAN SHEET NO: WIND.) ECWEULE MARK STILE WINDoW eIZE, WIDTH HE'IG1-AT 01 25 544 3'-r 51-3° 02 (2)25 54-1 6'-2' 5'-3' 03 (2)25 SW 61-2' 51-3' 04 Half 36 514 21-2 1/2' 6'-4° 36 54-1 4'-5 1/5" 61-4" 14,816 36 544 2'-2 V2' 6'-4' (2) 25 5H 6'-2" 5'-3° Fixed Glade 4'-0' 61-0' Fixed (41aes 4'-0° 61-0' 25 514 31-1' 51-3' Treinwm 31-1° 2'-0° 25 544 31-1' 51-3' Transom 3'-1' 2'-0' 25 544 3'-1' 5'-3' Treanor= 31-1' 2'-0' Fixed GlaaI3 21-0' 21-0' Ffxred C3lat4 2'-0' 21-0' Fixed (Veto 2'-0' 21-0' Fixed Glatso 21-0' 2'-0' 20 Half 33 SH 2'-2 1/2' 3'-2 3/8' 21 14a1f 33 514 2'-2 1/2' 31-2 3/5' 05 06 01 05 09 10 11 12 13 14 15 16 15 19 22 Half 35 844 23 Half 35 54-4 24 MASONRY OPENING WIDTH HEIGHT 3'-2° 5'-3' 61-3' PRESSURES POSITIVE NEGATIVE 49 -53 41 -51 41 49 -51 -66 )6' 6'-4' 41 -51 41 -53 6I-3" 51-3 41 -51 6'-0' 41 -51 4'-1" 6'-0' 41 -51 9'-4° NOTE 49 -53 49 -53 49 -53 49 -53 49 -66 49 - 2'-1' 21-0' 49 -66 2'-1" 21-0' 2'-1° 2'-1' 2'-0" 4'-6' 3'-2 34° 49 -53 49 -53 49 -53 49 -53 49 -53 21-2 4/2° 5'-3' 49 -53 4'-6' 5'-3' 21-2 1/2' 5'-3' 49 -53 Half 34 544 2'-2 1/2° 4'-2 5/8' 2'-3V 4'-2 5/5" 49 -53 ....• _ •__ ____ 25 Half 34 534 2-2 1/2' 41-2 5/5' 2'-3V 4'-2 %° 49 -53 __•_______•_•_•_________••_••_•______•___ _____________ 26 Half 34 544 21-2 1/2" 4'-2 5/5" 2'-3)' 4'-2 %' 49 -53 _ ___ _______ ____ ___•_________ 21 14/41f 35 54-1 2'-2 1/2' 5'-3' 2'-3)41 5'-3' 49 -53 _ .. ___ .•_.__________ _. _ ________________._ .._ 28 4-4alf 35 514 '21-2 1/2' 5'-3' 2'-3)6' 51-3' 49 -53 29 Half 35 544 2'-2 1/2" 5"-3" 2'-3V 5'-3' 49 -53 51-3' 31-2' 51-3' 49 -53 ._.•_•____________ 31 25 514 31-1" 51-3' 3'-2' 5'-3' 41 -53 -- 32 Half 3583-4 2'-2 1/12' 5-3° 2'-3 J6' 5'-3' 49 -5:3 33 Half 35 514 21-2 1/2' 5.-3' 2'-3)i" 5'-3' 49 -53 _____ ____. •______ _.....___ __•_____ _________ ... :34 14alf 34 SW 2'-2 1/2' 4'-2 5/5' 21-3V 35 25 514 3.-1" 5'-3° 3'-2' 36 Heir 3:3 SH 2'-2 1/2' 31-2 3/5' 2'-3 V 31 Half 33 5H 2'-2 V2' 3'-2 3/5' 2'3)' 3'-2 ' 49 -53 .______ __ ______•_ . ________•_____ 35 Fixed Gime 3'-1' 5'-0" 49 -53 39 Fixed Glave 3'-1' 5F-0' ' 49 -53 40 Fixed Glade 31-1' 51-0' 49 -53 41 F1xed Glaop 3'-1' 5'-0' 49 -53 ________•.____ . 42 25 544 3'-1' 51-3" 3'-2° 5'-3° 49 -66 6'-2" 5'-3" 61-3" 51-3' 41 -62 41-0' 51-6' 4'-11 51-6' __•___ 31-0' 51-6' - 41 -53 3'-0' 5'-6' 49 -53 ___ 41-0' 5'-6' 41-1' 5'-6" 41 -51 4e 2584-4 3'-1' 5'-3° 3'-2" 5°-3' ; 49 -53 •••_________________________________•_____•___________ ________•_ 48 25 514 3'-1' 5'-3" 31-2' 51-3' 49 -66 ______ ________•_________•__________ 49 25 514 3'-1' 5'-3' 3'-2" 5'-3' 49 -66 54 2551-4 3-1' 5'-3" 3'-2" 5-3' 49 -53 55 ______••_______ ___ 25 844 31-1' 5'-3' 3'-2° 5'-3' 49 -53 56 Hag" 35 514 21-2 1/2' 5-3" 2? -3,1i' 51-3' 49 -53 ____ _.•___________•_•____ 44alf 35 53-1 21-2 1/2' 5'-3' 2'-3i' 51-3'49 -53 • 44aif 35 51-1 21-2 1/2' 5'-3' 2'-3V 5'-3' 49 -53 Half 35 844 2'-2 1/2" 5'-3" 2'-3)' 5'-3' 41 -53 Half 35 51-1 2'-2 1/2' 43'-3' 2'-3)' 5'-3' 49 -66 30 2583-4 3'-1' 4'-2 %' 49 -53 5'-31 49 -66 3'-2 %' 49 -53 -------- 10'-0' 43 (2) 25 5H 44 Foxed Glaas 45 Fixed Glaas 46 Fixed Glat% 41 Fixed Gine 51 58 61 62 63 Half 35 514 64 6,5 66 61 68 126 121 120 129 2'-2 1/2° 5'-3' Half 35 614 2'-21/2' 51-3' - Arched 21-0" 440" rixscl - Arched 21-0° 3'-0° Fixed - Arched 21-0' 3'-0' 21-3)4' 51-3' 49 -53 21-3V 513' 41 -66 2-1' 410' 49 -53 2-1' . 3-0° 49 -53 2'-1" 3I-0° 49 -53 Half 35 514 2'-2 1/2' ____________ 5'-3" 2'.-3V 5'-3' 49 -66 --i Fixed Round 2-0" 21-0' 2'-,1" 2'-1° 49 -664 Half' 33 544 21-2 1/2° 3'-2 3/5' 21-3)9 3'-2 3/£3' 49 -53 I461F 33 514 2'-2 1/2' 3'-2 3/5° 2'-3)' 3'-2 3/8° 49 -53 1441r 33 SH 21-2 1/2° 31-2 3/8' 2-3)' 31-2 3/5' 41 -53 130 Half 35 644 2.'-2 1/2' 49 -53 14alf 35 544 2'-2 1/2° 51-3' 49 -53 131 U E MARK STYLE 01 E Double ....._„_ 02 E 514der - 2 Panel 03 E 511der - 2 Panel 04 E eltder - 2 Nrel *MR MCP*11114115.1181MM* WIND POOR SIZE MASONRY OPENING PRESSURES WIDTH HEIGHT WIDTH HEIGHT FOS. NEG. FR 3'-0' 5.-0' C, -"--At; 8-2' +43/4--- -411 5-0' 6'-2" 51-1° +43.5 -415 5'-0' 6'-2' /3'-1' 445,5 -41.8 _ 5',-0' 6'-2" 54 +43.3 -41» 5-0' 61-2' ecr +43.5 -41.8 2'-6' 8-0' 243' 8-1' +464 -506 247' 8-0' 2'-5° 8-1' 44.4 -506 -- 05 E - Cverhead 51-0" 5'-0' 5'-0' 8'-0' +41 -46,5 09 E - ci e'-0' 51-0' 5I-011 51-0' 442 .1 --46.5 FR 3'-0° FR 3'-0' E 511d- -- 2 Forel FR 31-0' 06 E Sinole - M2680) NOTES IMPACT IWRIWTINT31•14143/VIlls7C21111.11.11.2M3 / 1/ –1 (49 // \ I' SLOPE., _J (5) K) 5h3 61 / / < (63 / / SECOND FLOOR EXTERIOR OPENING PLAN 1 SCALE: 1/41=1'-0' \\J 1 REVISIONS NO. PESC. DATE Revieion 01/15/0 w 0 z CA tu CIL E ILL AIN E3Y; CI-ECKEE I3Y: CI-ECK SET: PERMIT SET: SEAL_ „lAN JOHN P. FOTI, SkEET TITLE: SECOND FLOOR EXTERIOR OPENING PLAN SI—ET NO.: 1 W ULE WINDOW el:LE 11,4&ON1.T OFENING PREe&UREe MARK.WIDTH HElai-IT WIDTH HEIG+.1T PO6ITIvE NEGATIvE &TILE •___•_________ ___•• 01 25 514 3'-1° 5',,,3' 31-21 V-31 41 -53 0261-2° 51-3° 61-3' s'-3' 41 -51 ________________•_•________ _ (2)25 844 _____•___ 03 (2) 25 544 6'-2' 5'-3° 6'-3° 5'-3' 41 -51 ____••______ 04 Half 36 014 21-2 1/2' 6' -4' 49 -66 05 36 e44 4'-5 I/O' 6'-4' 90-11V 6'-4 41 -51 Half 36 614 2°-2 1/2' 61-4" 49 -53 (2) 25 eki 0-2° 5'-3' 6'-3' 5`-3' . 41 -51 Fixed Glue, 41-0' 6-0' 4-1' 6'-0" _____•__ 41 -51 41 51- __•_ Fixed Gime, 4'-0° 6'-0" 4'-1' 6' -0 , ___ __•••__ •_ _ 25 GH 3'-1° 5'-3' 49 -53 __•.........•_____ . 11 .• Transom 3'-1' 2'-0' 49 -53 t2 • . 25 94-1 3'-1' 5'-3' 49 -53 _____••_•_•________ - 9-4' 1-3" .. _ ..•••••__ 13 Transom 31-1" 21-0' 49 -53 14 I 75 944 V-1' 5'-3° 49 -66 5 Transom V-1° 2'-,0' 49 -66, 16 I Fixed Glue 2'-0° 2'-0° 2'-1' 2'-0' ______ 49 66 11 Fixed Glace '2'0° 2'.-0° 2'-1' 2.0' 49 -53 __•_•_________ 20 Aee 14alf 33 544 . 2'-2 I/2" 2'-0' 3'-2 3/a. 21-0' 4'-b" 2'-1' 2 ,i., •__•_•., 49 49 ••••_ _ ____•_______•____ ...... -53 19 Fixed Gl -53 19 Fixed Gla 66 [ , 2'-0° 2'-0° 21-1' 32,-2•10 49 -53 : 0 21 Half 33 914 21-2 4/2' 3-2 30 49 -53 22 Half 35 OH ' 2'-2 4/2' 5'-3' 49 -53 4'-6' D'-3" 23 14a If 35 844 2'-2 1/2' 5-3' 49 -53 24 14a 34 514 2'-2 1/2' 4-2 501 2'-3)i° 49 44' •-, -22 5s,/:' 49 53 25 Waif 34 5H ! 2'-2 1/2' 4'-2 5/0° 2'-3)' 41''oll - •-53 ...... 41 5/8" 26 114&r 34 84-4 2 -2 1-2 1/2' 2'-3V -2 49 -53 _______ i Half 35 51,1 21 5'-3' 2'-3V 51-3' 49 •-53 28 Half 35 944 21-2 1/2' 5'-3° 21-3V 5'-3", 49 -53 __________ _________________ __•___ ....•____ 29 Half 35 644 2°-2 1/2' ______ 5.-3° 2'-3,,,i' 5'-3" 49 -53 ____• 5-3' 3'-2' 5....'-''3" .... • 49 -53 5-3° 31-2' 5'-3' 49 -53 •_......________ • . 32 1 Half 35 NA 2'-2, 1/2' 5'-3° 2'-3V 5 49 °-3"-53 ____•••_____ .... ____________ . 33 Half 35 044 2.2 4/2' 5'-3° 2'-3V 5'-3" 49 . -53 34 Half 34 044 2c2 v.2. 4'-2 5/9° 2'-3V 41-2 %' 49 -53 35 25 914 31-1' 51-3' 3'-2° 51-3' 49 -66 Half 33 914 3'-2 3/9' - 36 2'-2 1/2' 2'-3V 3'-2 Yre . 49 -53 31 06 01 00 09 40 30 25 644 3'-1' 31 25 914 3'-r . . Half 33 544 2'-2 1/2' 3'-2 3/5' 2'-3X° 3-2 -53 38 Fixed Glaee 3'-1° 5'-0' : 49 -53 39 Fix Glebes 31-1" 5'- 0' 49 53 40 Fixed Glace 3-1" 51-0' 49 -53 41 Fixed Glass 3'-1° 5`-0' 49 -53 42 i 2584-4 3'-1' 51-3' 3'-2' 5'-3' 49 -66 43 (2) 25 514 6'-2' 5'-3' 60-3' 5-3' 41 -62 44 Fixed Glaee 4'-0' 5%. 6' 4'-1° 51-6' 41 -51 __ ... . 45 Fixed Vase 3'-r9' 1.5'42' 49 -53 6'-3" 6'-1° 46 Fix Woe 31-01 51-6'_________ 49 -53 '•____ __a ______ ___ ________ • . ,. . Fixed OM 4-0' 5'-6' _ 4'-1" 5'-6" 41 -51 ____ • 25 514 3'-1' 51-3' : • . 3'-2' 5'.3' 49 -53 •_—_____. 256443-1' 51-3' 3'-2' 5.-3" ...___ 49 -66 ___•_________ __•••• 49 25 514 3'-1' 51-3' 3'-2' 5'-3' 49 -66 54 25 644 3'-1° 5'-3'3' _ -2' i 5'-3' 49 -53 __ _ . _ _____ ____.___•________ 55 25 014 3'-1" 5'-3° 31-2' 5'-3' 49 -53 56 14alt 35 544 2'-2 lir5'-3" 2,_3)i, i 5'-3 49 -53 51 Half 35644 2'-2 1/2' 5'-.?' 2'-3)' 5,-3, 49 -53 • . ______ . i ___________•_____•___ ........:3 )6. 58 Half 35 e4-1 224/2' 5 7 1-3' 5,_3, 49 -53 61 Half 35 514 2'-2 112' 5'-3' 2'-3)' 51-3' , . 4,3 -53 62 • Half 35 544 21-2 1/2' 51-3' ........... • .... • 2'-3........_____•_______________ V 5-3' . 49 -66 63 , Waif 35 514 . ____•__ . 2'-2 1/2° 51-3° 2'-3N 5'-3' 49 -53 64 . Half 35 514 2'-2 V2' F.,0-3' V-3 )().' , 5'-' , ..• 49 -66 ___•______•___ • ________.•_•••••••_____••••_.•. : , 65 Fixed - Arch,d 2.-0° 4'-0" 2'-1" , 4'-0" 49 -53 • _ ..._______ _• .... 66 Fixed - Archtvi 2`-0' 31-0' 2'-1' 31-0' 49 473 41 48 4F3 NOTES 1 , -------- 61 Fixed - Ardled 2'-O' 3'-0' 21-1° 69 126 421 128 129 130 1-411f 35 944 131 14alf 35 131-1 Half 35044 Fixed Round Half 33 54-1 Half 33 514 Half 33 044 E ra M4K STYLE WIDTH 01 5 - !Double FR 31-0° 02 E - 911der - 2 Panel PR 31-0' 03 E - 511der - 2 Panel PR 31-0' ----e4 E-511cfer - 2 Panel PR 3.-0' 05 F. - 011/r - 2 Pmeill FIR 3'-0° ' 06 E - Single - F1z(26) 2'.6' 01 E - 9Ine - FR(26:4, 2'-0. 0/3 E - Overhead 8-0" -09 ... 6-0' L..., 49 -53 21-2 1/2° 5'-3' 4'5'3'49 -66 2'-0' 2'-0' 2'-1' 2'-2 1/2' 3'-2 3/9' 2'-2 1/2' 31-2 3/8' 2'-2 1/2' 31-2 343' 2c3 21-2 1/2' 21-2 1/2' 5'-3° 21-1' 49 -66 3'-2 49 -53 3-23/8' 49 -53 3'-2 3/0' 49 -53 WIND IZE MASONRY OPENING eV -RES WIDTH HEIGHT POSS. N. 91-0' 90-0' 91-0' ace). 9'-0" 61-0' 61-4' 6'-2° 61-2' 81-1' 4435 -418 6'-2' 9c1" +435 -418 8'-2' 4434 -411 .435 -41i 6'-2' 9'-1' +435 -418 2'4' escr 446A -506 _ 243° 8'-1° 446.4 -506 V-0° 91-0' *421 -465 91-0' 8-0' (42J -445 WIIIIIM,•••=111N 14.••••••01•0•1..... 49 -53 49 -53 NOTES RIPACT (ID (14 (.) 11:111:11:11._ 2 —7-41 11j" Avc; A/C. hIETE H I 11 ELEC. WHIRLPOOL TU5 •_ 1— —1 e eo, UXI un 1 , 1 prepar XI Architecture 4 Lard Planninq, Irc, II rights reeerved. Plane are Subject to Modification and Refinements without notice. License 0 26000542 _ v__ 2 CAR OA - •• (21 PAVER R10ES0 (7) L_ KITC04EN 0 0 00 .......esorommx.rowegemaa piNING 41 GROW) FLOOR EXTERIOR OPENING N 410 41110‘ 1.1\11140 do. pgp,FROOM 2 2I6ERS• 12\e., l*EAD5 pla, I' nOsIr:I. 5CALE: 1/4°.1c PAvER REcE58 REVISIONS NO, DESC. DATE vialon 01/18/06 ; JJJ .7 w cs) (I) IA Li I ci) i LL 1. 1- N P. FOTI, 414. 1-.EET TITLE: ROUND FLOOR EXTERIOR PENING FLAN ET NO.: 4 3 411111•41011.RIMISIVOOMP•AVOSINL MARK DESCRIPTION FLOOR FLAN N 20"x3Fa' (MIN) ATTIC ACCESS, LINE OF FLOOR A•VE EE DTL T 6 STANDARD KITCHEN EAE CABINETS4 C#. T R TOP, STANDARD KITCHEN UPPER CA51NETS. TOP 8s-0AFF, STANDARD BATH BASE CABINETS 4 COUNTER TOP, TILE S441.1.4R, LW TEMP GLASS DOOR/ENCLOSURE 8,503' CYPRESS COLUMNS, T4l'#N47EI TILE FLPEFR SPECS. PROVIDE THRES14OLD ANC> THER-STR1 1NG ASEQ° STEP DOliN AS NOTED R TAIL. SHELF/ROD AT 61' AFF. T *ARE)) POU5LE SHELF/ SINGLE ROD. 5 SHELVES CONC, EQUIP. PAD TO BE 5ZEDSY A/C CONTRACTOR. BELOW RECESSED ' R TI-IOROUGH SEAL WATER R !NG SYSTEM DRYER vENT TO curece SEE SWEET M-1 AND SET PAVERS GUARD RAIL - 421 AVE BALCONY SURFACE 1/4-11 42^ GUARD RAIL , SEE c!/A-11 EMERGENCY EGRESS, NOT TO 5E SHUTTERED GARAGE VENT BLOCK, 60 $a IN. PER CAR, SEE ST 'ELOODSAVER' OVERFLOW 321 MC TB T'JFAL DRY PAN TYP. • SECOND ARCH- SPRING LINE & T -4" -TOP OF OPENING AT 51-0° ARCH- SPRING LINE 0 1 -4" -TOP QF OPENING AT S'-51' FLAT HEADER AT 5"-S" 240 TLI5 ACCESS POT SHELF. SEE Si4T. 1/A-13. i..042' CYPRESS POST. N©T izEr,:.> TSTOP LOCATION AS PER TRUC N4ALL BE la' GYPSYM BOARD 42' HIGH WALL 4' (TALL) x S" (WIDE) DRAIN IN T GA E 000Re SHALL C ORM TO ESC, - D WINGS MATERIAL MEDICINE CABINET (145(18' ROUGH OPENING AT 54' A,F,F,) T L BAR (54' APP.) TP T PAPER 1,19.1.0ER (24' APP.) AREA TAI5UL4TION 'vw LEVATION GROUND FOO R 4/C 2,338 UPPER FLOOR 4/0 L1&4 TOTAL 4/0: 3/22 LOGGIA --- 161 COLRTYARED – 322 GARAGE ---41 – 15ALCONIES — 11ta TOTAL AREA:4,600 r- () ‘-N&° ci00) y Cy 261-10" 21-6' —E)Ec.,4TI 5AN calZST a., 10-01 CIA I32' 132' [i -/ .'1%•‘(7 iH 9 -‘9 L.. r-.- L12'1e. I- 2 1-4' CLG 147.4 " • • 1 22'-0" CLC. 4-2' I 1 1 r OPEN TO BEI -OW 11-10' 1 121 J„, 11-3' '1r - SLRRFIRRIS9 ft tr 11'$LcrE 2 --> ' (- -7%,,‘• 31-61;,r 1, --al- ici'„, 6-4' 2-' 67-- - 35 F34 LPE PER FT. ;-: 21,8'x810” Zo 61-6° 1`0" CLG, C3 if% 4" 2-0" 10'-O' 6'01x/3015"P 3', 10' 8-10' _ 443' SECOND '1.001R PLAN CO\ .1NTJ nr), r %\\ rv., A\ wk6 V-0 *ux\-\ ri) q fc‘--(v‘) Sk-.3 rN r N .7p S () C2Q- \CNC -a- \3c(-- ()()",^)- ` s(2 - or) -N 1, A 2 ' - 11" - 2 ' (Z.P‘ "N) rt. \“fc \kA 0 A N.,N1 WNA(C_S, \ r C\ftk 1-0 :3 k( olf h.tt (," ;, °-) -11 c kctirtp\- (-\•1 p,_ Np,(4t, '';!; r-9.;; 14-11" 2-11' 4 ' ' CALE: 1/411.0" 9 %,„ REVI5ION5 NO, DEee-, PROJECT NUME3E: 0412,5 OT 131D DRAWN Y; CHECKED t3Y: CHECK 5ET: PERMIT SET: HN P. FOIL A.IA, EET TITLE: ECOND FLOOR PLAN