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1751 Beach Ave 2012 New Home (Main House) I HIL 75'-4" z1 �Y � I a•_0^ 27-3" 38'-9" 10• i —4" ��JF -3" 4'— 10•_6• 10•_6" 12•_6" 12•_6" 12•-6" 1•_ AEL. +17.67 NAVO 1 1� 1 f 1 PILE LAYOUT ? 1� it L F TOP 0 I!, 1 o EL. +19. 33 NA 1 4 5 EL.+ 17.67 NAVD wo VERTICAL 5 REINFORCING BARS FROM �I I M L wy m EL.+ 17.00' NAVD EL. +18.45' NAVD �y '� a 1 TOP OF CURB ¢ 18"d z 18 w I -3 S 3 18"d x 18"w TOP OF PILE < THE AUGERCAST CONCRETE PILE SHALT II , a� (+20. 3' GVD) GRADE BEM S_4 TOP OF PILE GRADE BEAM , EDGE OF SWAB HAVE STD. HOOKS OR BEND OVER �� INTO THE PILE CAP EXTEND VERTICAL __- tip, _k _ I.. I _ _ I ¢vl MINIM M MILE REINFORCING TOP OF PILE.4•• ---- I L ) L- _J 12"d x 12 wL_ L i (TYPICAL ALL LOCATIONS . p i RE ES TOP IPC m0I IPC GRADEB& IPC m �; 0 �_I� PC m v; 0 IPC b 5 �I1 OF SLA S ' AT i 5 k < w k k --- xs anc S a c i OH GARAGE DOOR I m °om 6" S P m mpmpm EL +18.7 ' NAVD NOTE: SEE z wo g wo EL + .33• NA NOTE TOP F AVLL o /�Y TOP OF 0AB 4" CONCRETE SLAB o STRUCTURAL SHEET P e o S-3 w ti -SLOPE-2" EL +1883 NA ' S-3 w ti TOP F SLA AUGERCAST ONCRETE w z `J 3 (' .. : �/'� ON GRADE OBER 6 MIL ,i S-1 FOR OTHER TOP n 1, 113 in - EL. +1 7• NAVD zoo TOP OF L B oo (+ 3• NG'lID) I PILE EL.+ 1 6T NAVD. cmi oo S_3 VAPOR BARRIER, OVER o_ OF PILE ELEVATIONS. 3, z r : +19.93' NO z r : zo �`N T/z" STEP TERMITE TREATE ss ~ EDGE OF SLAB o w N ( Vp) 7 w N UNLESS NO D BTHERWISE. o w COMPACTED FILL ffi e 6, { i+ I (+ GR DE BEAM -O m off ' r- -O 8 r— f }' O -4 m m ® c 3 _ J �_______ L�_____m ®_ _! i 1 4"I'allF �' SAWCUT SLAB OM GRADE w/ 63 ➢ES ® 1YPILE O.ONG p g II IPC IPC 5 4 7PC ' 1- 7PC PC x ( ON A 5-0" x 5"_0" GRID [E i C. I I w - TOP -1 - Lr , ,p r " r'� _f'�- '1 '�° _ 1 Ir L. +19.33' N I i o pp 04 i' AN B TTOM J rrs• " . L_ _______J - L_______ T_ � F� L_ J `� J t J L JI y_swvr .vn m '-I-1" `z 3 x a n E T LABS I ; I 6-N5 x 34•_0" z 4 , 18 d x 12"w o y°I- OP pp S 1 II t a 1 II •` j 11 0 ,? GRADE BEAM L ¢ 12 TE SHOWERY m o BE MS 2 THESE ALMALOW (+20.43' NGW �I � I o 3 TIES i. m Lm r1}� u ii " 1 ;m N 2PC BEA S TO ALLO Q j "e� L " O w oo FOR SGD TRIPCKS j /Q$ ' � ® 12. O.C. rc za RECESS TOP - — �-__ 1. +18.45• INAVD o+18A5 iv 11� l;j F R { VATOR PI ¢ ,. y av o o y 1 "r'^ 'AN=-i _.3 ` t _ __... ..�w•- -o —�1 OF SLAB 2" FOR q EDGE OF SL. w Y 5-4 2' I NSA® �" 0. - . o .. 63 SGD TRACKS ,I qq o b SEP s _3 PC] — ® 1Pc Pc 4 PILE SECTION I IPC IPC +-0 oiO r r -� r o SCA / - 1 -0 1 { } u III g ro < SL L -t< -� _ J 1 _ - I I ____ _ _ _ __ _-_____ I a �. f Sk L 1- J L_ ... _ J L_ __ 1_ _.., JJJ LE' 1 2" L $ dx 11� w F � L- �b JI 1 r i. , c 12" x 18"w IPC m �n o ^. _ tri 7�/z" STEP . z m U TOP 0� 76"d z id}"w 01 a^ V s GRA AM fl AEL +1870• NAVD r Fr at GR E BEAM ¢ 8 3 I a r I ) m m o c' 0 2 m� GRADE B AM � m o .� q w _ + v-j ill a '" -4 _ JELTO 10• NAVD (EL. -12.00• NGWO) o ( sIMII Ld-' ,. jl II $ oA _ _ ' 3 S. ope TOM OF PILE`° o oEL. 5 —'� �o I ' rc zo � cs ��-_ 3 z - op sLA6 f o z TYPICALAUGERCAST PILE �� a is I o oN \ 3 / 'r-- o I z p. k' o `� 8wide I v w - +2 . NGC) ', I v w 10"x70" O v N m x P POOL WA L . I ( p - _ „ � - n 8"wide- II W J F m � o AI �Nr _ ® _ ® COLUMN 0 MAIN HOUSE STRUCTURE i • 18" z 18 w •• w o `r f o m 1 1 POOL GR E BEAM _ I 'I,. I 1P ya ip . I ' COLUMN � o ® \z 1 O' SWIM � 1 '`-�l IPC ' .I il� w WALLS r 1 1 ' .. 'r L 1 -J .1•� _ I{_;; _ _ -� , SHELF STEPS 3 1n 'n , - •T� i GRA x ,2A x = � � 1 ,Dwlde 2 ELEVATION I - -- ---- ; - - ---F€.Q€"L-- ---- - 10••x10" J POOL ' S 2 - ' i i I � m I I TYPICAL _ � SCALE. / 1 0 S P. \ .Jm - �RJ I CONCRETE 10"x10" sR.gir .axr S 1 1 4'• • „ . m� w N `O• TUY o POOL f CONCRETE- } 5 4 12"QQ z 1$ w $ B COLUMN gg q m QQI t `< GRA BEAM �o b � I I 6'-0" 8 'O 1 I 15•_10• I 0 I I J_ J < 5-3 -3 -O r- ;¢ ,AEL +11.83' NAVD Lu I =I IPC z Y j 2PC 2PC TOP OF PILE SPCL SPCL d 7 VERTICAL N5 REINFORCING BARS FROM d d _ o r THE AUGERCAST CONCRETE PILE SHALT Z m 4 - � �_ _J L_ J 4"CONCRETE SLAB ON GRADE HAVE STD. 90• HOOKS OR BEND OVER y 0 OVER 6 MIL VAPOR BARRIER, �y INTO THE PILE CAP, EXTEND VERTICAL Q F y. EL. +18.87 N VD 5-4 16"d x 12" 6 E . +18.30' NAVD 10"wide EL. +18.60' NAVD EDGE OF SLAB GRADE EA E GE OF SLAB POOL WALL TO OF POOL WALLS OVER TERMITE TREATED Eo N5 PILE REINFORCING BARS 24" V Q r =1d 3 " S-4 COMPACTED FILL. SAWCUT a MINIMUM ABOVE TOP OF PILE. PILE LAYOUT / " / 2' 5" 5'-1" 11'-3" / / SLAB ON GRADE ON A J (TYPICAL ALL LOCATIONS). L 1•- 12'-3" 12'-3" 1' 5 1 2 Y-11 1 2" 6'-0 1 2" 6'-0 1 2" 4" W Z / " / " 29 -11" 5'-0" x 5O" GRID 16"0 AUGERCAST PILE Q OIC, 1 I 1 25'-11 1 2 10'-5 1 2 15'-0" w/ 6—N5 x 28'-0" LONG w/ N3 TIES 012" O.C. LL I � 1 MAIN HOUSE: AUGERCAST PILE FOUNDATION PLAN " ) SCALE: 1/4" 1'-0" NOTE: SEE STRUCTURAL o {. NOTE: SEE ARCHITECTURAL SHEETS 18 AND A-11 SHEET S-5 FOR SHIMMING 6-g5 z 3 TIES ppp N H FOR ADDITIONAL CONCRETE INDICATES 1'-0"d x 1' 0•w INDICATES RECESS INDICATES RECESS POOL LAYOUT AND DESIGN, `� N3 TIES FOUNDATION SLAB ® GRADE BEAM TOP OF SLAB %j TOP OF SLAB 2" SECTIONS, DETAILS, AND 1 " I DIMENSIONS. POOL NOTES. ® 12" O.C. T I? NOTE: ALL VERTICAL N5 REINFORCING I INDICATES 16"0 AUGERCAST I - INDICATES 1Bl`0 AUGERCAST , III +i BARS FROM THE AUGERCAST CONI„`RETE M F + CONCRETE PILE. TW OF I CONCRETE PILE. TOP OF ALL 16I0SAUGERCATALL STOPOOL PILE SECTION PILES SHALL HAVE STD. 900 HOOKS L_ _J PILE EL.+ 17 FiT NAVID L_ J PILE EL.+ 16.187' NAVD 1 ' OR BEND OVER INTO THE PILE CAP, PILING AT EL. -15.00' NAVD SCALE: 1/2" = 1•-0" {{ i1 EXTEND VERTICAL N5 PILE REINFORCING (6pcs TOTAL) BARS 24" MINIMUM ABOVE TOP OF PILE. i I INDICATES 16"0 AUGERCAST j i INDICATES 1E AUGERCAST zQ. (TYPICAL ALL LOCATIONS). CONCRETE PILE. TOP OF CONCRETE PILE AT POOL, U a PILE EL.+ 17.00' NAVD SEE SHEET S-5 > I ! 10 vnoNi 16"0 AUGERCAST CONCRETE PILE INSPECTIOf Q 0 � � PILE CAP, �' EL. -13.10' NAVD (EL. -1200' NGW� ¢'"s` . o 4I BOTTOM OF PILE 1� o s P II .o SEE SCHEDULE 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL. PROVIDE P, CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE J p Q u MINIMUM SAFE BEARING CAPACITY OF 50 TONS, ALLOWABLE TENSION GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE HIL", N CAPACITY OF 10 TONS, AND LATERAL CAPACITY OF 6 TONS. REJECTED AND REPLACED. TYPICAL 16 "� AUGERCAST PILE I ! 1 16'•0 AUGERCAST 2. FORM THE CAST S PLACE PILE U DRILLING A HOLE IN THE: GROUND 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM GARAGE HOUSE STRUCTURE ' S m ' OZo j' PILES. SEE DETAIL 2/S-1 WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP CONCRETE COVER CF 2" TO THE N3 TIES. e (}I MOTES: ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT 1) 'H' DENOTES 180' HOOK AT BOTH ENDS OF ALL BARS. DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 3 ( II � 2) SEE PILE CAP PLAN ON SHEET 8.4 FOR DIMENSIONS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED F PECO - TANCE .IL ` 5-1 S OILQO ORxwx By TO CENTERLINES OF PILE CAPS. TO ROTATE DURING THE WITHDRAWALSMOTIION. PROCESS, AND SHALL U WITHDRAWN B S. THE CONTRACTOR SHALL ENGAGE THE SERVICE OFA FLORIDA Cl OF ATLMR' BEACH ¢K L 1 INA STEADY, CONTINUOUS OUB MOTION. CONCRETE GROUT PRESSURE SHALL BE REGISTERED PROEIRVISE N ENGINEER THAT AN APPROVED TESTING sEE P6RMIrs FOx wDmoNu. cxEcrcsom. f 1 PILE CAP SCHEDULE MEASURED AND SHALL BE MAINTAINED AT AN. ADEQUATE PRESSURE AT ALL AGENCY TO SUPERYVISE AND CERTIFY THAT THE PILE INSTALLTION REOmREMENTSArvo mrvUrrtorva. F1fj : "IIg ', REINFORCING TIMES TO OFFSET THE DEVELOPED HYDROSTATC AND LATERAL EARTH COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE 1 7-TIYLI °°rE BLDG PERMIT IWx1B1 1 'll 4 •p MARK LENGTH WIDNI DEPTH LONG SHORT pgVBWOD BY: LAT, G" III PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES. SHALL BE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND 3 IPC 2 -6 2 -6 2 -0 3- 5 3- 5 MEASURED TO VERWY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME r 2PC 5 -0 2 -6 2 -0 4H— 7H— QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN "HE CALCULATED TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED 1. > BEa BAREOESIv DTOKINWMKIMEMHNE Tusaaos ndwAsw jos �. VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE BsnOusxsow escnw saas.asr Ftaww]mMwlemomEwoE EnUas PILE CAP DETAILS PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL I z ]nercwwmxovaRcs sessrlxesrsnusuaEceslrweownccormu;cs ff,N11 1:, HIL OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND OF THE PILES; ANG DEVIATION OF EACH PILE FROM THE SPECIFIED wlrx SEcncxs,nwswscE]uzTmnwuMMEelcvummsv0xsuuowm 'gLy 1 DETAIL REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE LOCATION SHALL RE KEPT AND SUBMITTED TO THE ENGINEER OF uD0M4MS CT.Rss'row]]usrumrxewlNomensnssocu]Eo owroxo. DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH RECORD UPON COMIPLETON OF THE AUGERED PILE WORK. wrtxAwNMUMRslcwmoss¢OOF3m MRx. ` "� P S-1 SCALE: 1/4" = V-0" s ]xEmMFONExrsrxwcuoowxnw:S¢xs¢Ec]EO]wOrxslRvss cxwsloPllER C.NATHE C F wcarsea<Tso lxronl[ossxw u�osreravlarroravwu�xgwwu ca�surr�csraccnlRu excueev A wlm=ICNSOFME•MwwuMOBSICNLwos FORBUIMIN ANO f JxcRp:VILI£B€�x.ARdUNs'w® rc ' mL( £ ' JO OIXERSTRW'RPEB'I.EX]KKIEMHNOrE2 (BfB ]i]di®1 ¢PE�9m t E 143 I11 § { C PXEL IW. 28'x" ' f1F OUT TO OUT SLAB { { Wcs #6 VERTICAL DOWELS 29•-8" 16"x,fi•' STRUCTURAL 12"x12" CMU/CONCRETE + W/ STD 90' BEND AT PILE �'aNaRETE OUTLINE OF 16"z1 fi" E� 7' 3" 13'-]" 13'-]" , ' COLUMN w 3- VERAICALS CONCRETE GRADE a Ih PILE LAYOUT SAP REINFORCING CABOVE. a - _ / # F€S BEAM BEYOND, BEE __ COLUMN w/ 2-#6 yERTICALi!, li z zIN EACH FACE AND 3 TI SECTION 8/S-2 ® 12" D.C.EACH E AND $3 TIES z , 1 EXPANSION JOINT D 012" O.C. 1 t I 1tl� 5 1' 4"d x 1 4"w w/ ELASTOMERIC '++� EL. +13.50' Ni n EL. +13.50' NAVD EL. +13.50' NAVD -- EL. +13.50' NAVTI C Ii r t a� GRADE BEAM SEALANT AROUND p,j TOP OF PILE CAP TOP OF GRADE BEAM TOP OF PILE CAP in TOP OF GRADE SEAM hjl 4] will S-2 IsylY IYM COLUMN TYPICAL (+14.60' NGVD � +14.60' NGVD �j1 { I ANNhm"uEa r_ BELOW INCREM(Mmmm (TYPICAL) _ ) _ _ ( ) (+14.60' NGVD) (+14.60' NGVD) 1i ]N! 1 _T • T_ N L__ -__ _ I_T__ _ I I I I I • I i � k �I iIII L �J ( _ L f ' SIJ 4 1I3 ` Fl PC] t 1PC o + 1 -+ 1 ✓- ��- �T- I EL. +14.33' NAVD `w - - -------- $ED_ +12.17' NAVD EL. +12� ti ( } 'p RECESS TOP I I i � �' Rt OF SLAB %:" AT 4 ( TOP OF SLAB BTN], OF GRADE BEAM BTM OF G ADE BEAM } r OR GARAGE DOOR +15.43' NGVD = y °� � EL� m z ft j SLOPE 2' - ( ) - -- +11+50 NAVD w < EL. +11 5G` NAND i ---i B OF PILE CAP - - B�0 P tE CAP °] EL. 14.16' NA I I T� - 1'-4"d x 1'-4"w 'm PILE CAP (+111.10' NGVD) (+11.10' WVD) ___ - ANN P )f + El GRADE BEAM EL +11 83' NAVD AT SINGLE 1 ROF OF OAST ALL RAGE EL. +11.83' NAVD y^ fie 1 L BELOW - TOP OF PILE PILE. SEE 16"x16" CONCRETE TOP OF PILE# - PILE CAP AT SINIGLE & s AGE OF SLA' _mom <.W.�c,w] 1PC r 1 -4 I I +15.26' NGVD PLL[ - �� PLAN FOR GRADE : El SEE # PILE, SEE PLAN FOR IllEL.+ 1183 NAVD. ( 2'-6"x2'-6"x2'-0"d LOCATIONS SECTION', Ell 2'-6"x2'-6"x2'-0"d " LOCATIONS A , 1 41 r muMx.... � PILECAP w/ 3-#5 PILECAP w 3- 5 0 Iwlr EACH WAY 1'-4" / - 16 0 AUGER CAST I w 16"0 AUGER CAST EACH WAY urt r i I NOTE: [PROVIDE 2-#6 TOP PILE PER DETAIL a I � r � O „ t I 4 CONCRETE SLAB ON GRADE I _ PILE PER DETAIL a L 2'-6" 3 SON CORNER BARS AND 2 g 3/S 1. SEE PLAN muw OVER 6 MIL VAPOR BARRIER _ - /S-1. SEE PLAN 2_ BOTTOM 90' CORNER FOR LOCATION OVER TREATED COMPACTED • FOR LOCATION L + J�mW 1'-4"d x V-4"w OAR - - n BARS ]AT EACH GARAGE SAWCUT SL48 ON GRADE 1 I 45 GRADE BEAM CORNER z o GRADE BEAM aN A s' o" x 0" GRID 1PG -4'a x r-a w n PILE CAP /GRADE BEAM INTERSECTION 3GYWi S 0 GRADE BEAMS M 0 n BELOW y _ r GRADE 20 � GARAGE PILE CAP /GRADE BEAM INTERSECTION_ AT 12" x12" CMU COLUMN EL. +14.33' AVD n 0 L� S3 . DP of LAB )I - �� SECTION z SECTION w ' r I 0 r 1 �p111!'_ .. VD) 116 -4" i SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" V-0" Q I ti ' c II Ikt 1l , S k,, 1PC m 1 114 ILI mww : 9 { i I ^ L J +l IS11Y au a I� I 6 UNREINFORCED 4" CONCRETE BREAK-AWAY EL. +14.33' NAVD �.I UNREINFORCED 4" CONCRETE IA`SI .4 d aM� 4 f ! 1/al SLAB ON GRADE OVER 6 MIL VAPOR ILL. BREAK-AWAY SLAB ON GRADE n n I L ---.--J IPER, TOP OF SLAB m 82 g RECESS TOP ` - DEEP SAWCUT S (K � �' 1 I 1 I • OF SLAB /A ` AT a ( \ _. L. 0 LF J 2 w/ ELASTOMERIC OVER TERMITE TREATED COMPACTED FILL. SAWCUT EL. +1,�..__. .. 83�AVD 1PC - SLAB-ON-GRADE ON A 5'-0"x5'-0" GRID. Y lJ r G _semi[, SLOPE 2" 1 m I S_ a SEALANT SLOPE TOP OF SLAB 1 d k T R 1 3 m f EL. +1 .83' N • - : - - .a - : q a n z 0 c I . OH GARAGE DOOR TOP SLAB I' 1' 4"d x 1'-4"w m n It. - 1/z EXPANSION JOINT 1 tLyp. EL. 14.16 NAVD w/ ELA TOMERIC -2 (+1 .93' NGVD) III KI GRADE BEAM -X'0 �i�/ 5 "' J{1f EDGE OF SLAB BELOW NOTE: SAWCUT CONCRETE SLAB WITHINIll UNREINFORCED 12 'w X 10"d at 'M Iphb SEALANT AROUND xe III 4 TO 12 HOURS OF CONCRETE PLACEMENT 1'-0• CONCRETE THICKENED SLAB 9g cP (+15.26' NGVD) 1 7PC COLUMN (YYPIDAL) _ 1PC -1 3 I 1P tICPC x9 W Ir r ___ r y i L; i, Yo SAWCUT SLAB, TYPICAL 12"w THICKENED SLAB AT 6 " STEP - DOWN C _ �M. L_ _JTM - L_ _�'.� -It E ------------t_ �1 SECTION n SECTIO ..t I y I ' mwx loill mux ,•-4"d x i'_4"w ^��" N II L f r I t( P, It 5 GRADE BEAM S-2 SCALE: 3/4" = V-0" - 5-2 SCALE: 3/4" BELOW Z d jnTI 8" CMU BREAK AWAY Q I. P LAYOUT 1 - 13'-7" 13'-7" 12'-2" 7' 3" WALL w/ 1-y5 VERTICAL r J h' 1 f III PAINTED THIN BRICK VENEER ® 32" O.C. (CENTER IN CELL) N d 41•-10" AS PER ARCHITECTURAL I Q f, ; 1 PLANS AND SECTIONS FILL CELL SOLID w/ 3000 psi '{ k TSI CONCRETE GROUT GARAGE END WALL (, V Z I,t I. 4 , 28'-6" 12'-0" BEYOND m O �(1� OUT TO OUT SLAB #5 VERTCAL DOWEL ® 32" D.C., a INSTALL 1" THICK SAND EL +1416 NAVD W H I 11 E �I LAP 25" w/ WALL REINFORCING. a BOND BREAKER LAYER IN ( RECESS TOP OF SLAB (' EDGE OF SLAB a pa � )!LP(' 41f I�I NOTE: SEE ARCHITECTURAL DRILL 4" AND EPDXY INTO BETWEEN GRADE BEAM AND �" AS REQUIRED FOR Q ! SHEETS A-8 AND A-11 GARAGE HOUSE AUGERCAST PILE FOUNDATION PLAN THICKENED, UNREINFORCED - BREAK-AWAY SLAB ON GRADE (+15.26' NGVD) OVERHEAD GARAGE DOOR FOR ADDITIONAL CONCRETE SLAB EDGE UNREINFORCED 4" CONCRETE Q Z m UNREINFORCED 4" CONCRETE BREAK-AWAY GARAGE INSTALL 1" KICK SAND W � , i, FOUNDATION SLAB SCALE: 1/4" = 1'-0" t, BREAK-AWAY GARAGE II BOND BREAKER LAYER IN y DIMENSIONS. SLAB ON GRADE M AND U. y� t FINISH GRADE SLAB ON GRADE EE L +VARIES SLOPE BREBETAK- AWAYOSLAB AON GRADE INDICATES RECESS INDICATES 16"x16" INDICATES 12"x12" TOP OF SILgB W I NOTE: ALL VERTICAL #5 REINFORCING TOP OF SLAB G/j ® CONCRETE COLUMN, CMU COLUMN, SEE EL +14.1 CONCRETE PAVER J BARS FROM THE AUGERCAST CONCRETE SEE DETAIL 9/5-2 DETAIL 10/S-2 (EL. +14. TO DRIVEWAY AS PER Q . . PILES SHALL HAVE STD. 90' HOOKS EL. +13.50' NANO \ 3.3' NAVD) M� ARCHITE6TURALS d r- -� a Will L, OR BEND OVER INTO THE PILE CAP. INDICATES 16"0 AUGERCAST TOP OF GRADE BE y EL. +13.50' NAVD 9 11 YI'Id t t EXTEND VERTICAL #5 PILE REINFORCING CONCRETE PILE. TOP OF (+14.60' NGVD) b TOP OF GRADE BEAM V . NOTE: SEE STRUCTURAL ¢ I BARS 24" MINIMUM ABOVE TOP OF PILE, PILE EL+ 11.83' NAVD w NOTE: PROVIDE 2-#6 TbP (+14.60' NGVD) al ) Ill fly L_ U SHEET S-6 FOR GARAGE 16"x16" CONCRETE GRADE • 90' CORNER BARS AND rc t' uu(( I (TYPICAL ALL LOCATIONS). a I �'11 BREAK-AWAY WALLS, BEAM w/ 2-#6 CONTINUOUS TOP, 2- BOTTOM 9O' COR 1 , yyy y p COLUMNS, AND BEAMS. #6 CORNER 16"x16" CONCRETE GRADE ) Ln g-#6 CONTINUOUS MID, AND r BOARS AT EACH GARAGE BEAM w/ 2-#6 CONTINUOUS TOP, I �I v 01' Ip 2- CONTINUOUS BOTTOM, AND 2" LEAK ,Ipl HI - #0 # -4" GRADE BEAM CORNER 2_ CONTINUOUS BOTTOM, AND IjHf 3 STIRRUPS ® 12" O.G 2" C EAR 8pcs-q6 VERTICAL DOWELS 7'-4' #3 STIRRUPS ® 12" O.C. w/ STD 90' BEND AT PILE a i6"x16" STRUCTURAL CONCRETE 1 ' COLUMN w/ 3-#6 NERncALs 16 "x16" GARAGE GRADE BEAM AT SIDE WALLS 16"x16" GARAGE GRADE BEAM AT OH DOOR 1 I II CAP, LAP 32" w/ COLUMN a iI l '� Ip !, REINFORCING ABOVE. EACH FACE AND #3 TIES ( pp t((R� 0 12" O.C. �� {y , 1A FI r� IPxIf 1 ' EL +13.50' N VD n EL. +13.50' NAVD L 5 1 SECTION n SECTION ' l IAl yry�j I,I TOP OF PILE AP < TOP OF GRADE BEAM S (+14.60' NGVD) _ (+14.60' NGVD) S-2 SCALE. 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" V 9 NOTE: PROVIDE 2- TOP d' = 1^ 90' CORNER BARS AND OUTLINE OF 16"x16" -' r----T 2 BOTTOM 90' CORN- w S2 CONCRETE BS GRADE2 +- --------✓- f BTM OF GRADE BEAM R _ VERPCAMEACH 3-ACE-#6 VERTICAL EACH FACE 2 EACHR FACE 1 -0" a = U " I tl a BARS AT EACH GARAGE 0 COLUMN I q V, i� 91 II ( BEAM IN FRONT, I GRADE BEAM CORNER 1C"x16' CONCRETE 16"x16" CONCRETE 12•x12" CMU Al4� o EL. +13 50' NAVD J Q Ir � II m TOP OF GRADE BEAM Y.^ < A EL +11.50' NAVD (+14.60' NGVD) W I 000 BTM OF PILE CAP I PILE CAP (+1110' NGVD) a TIES y 1 AT SINGLE p I a • #3 TIES b - r I EL. +11.83' NA$ I a I ® 12" O.C. k I : Sf �r f TOP OF PLL£ PLAN FOR GR x16" CONCRETE < J ® 12" O.C. 2'-6' x2 6" 2' 0"d LOCATIONS GRADE BEAM. SEE v 16"zi6" CONCRETE GRADE SECTION 8/S-2 N BEAM w - fi CONTINUOUS TOP, CCK )!, PILECAP w/ 3-#5 1._p, PILE AUGER CAST / 5. U wEamEr EACH WAY PILE PER DETAIL 2 CLEAR 2-#6 CONTINUOUS MIDDLE, AND s D 3/S-1. SEE PLAN 2-#6 CONl1N0005 BOTTOM, AND D/" CHAMFER AT DAro' BLDG PERMIT,OIZ,n, 1 i d � Y 1g 1 FOR LOCATION 1._p, #3 STIRRUP'S 012" O.C. C) INTERIOR CORNERS, lt 91 TYPICAL ' 4 �E PILE CAP /GRADE BEAM INTERSECTION 1 +5"X1 +5° CONCRETE COLUMN 12"X12" CMU /CONCRETE COLUMN TIG l EGroeEmmuxlu ewl eS] xowoG owwex oexuuem Et ms .I ( ` t, q Es]OLcenmmsmezenno]naXlasonMlxlawmEcoGE. AT 16' x16" CONCRETE CORNER COLUMN 1�"w x 16"d GRADE BEAM (9 LOCATIONS) (5 LOCATIONS) 2 WE MAN MIND FIVE Rill S.ETEASMEMQNMIN.GGORM,mE y WRXffC]xNB.PHWPSCE]tll'NIHIMOM OFSIGNLPNSFCA&IILgNGS .y �ilA Y ', M'00]11EN8IPLCINES'iO WITX$iµOIXE WINO LOADSASmCIRl pWGNO /"81 SECTION 9 D wTXAMwxMMB MwxDEREm ,AM% SECTION DETAIL DETAIL ]. WECdAP'NEx15 MID tlAXEMS RAI SEEN SELEC]ED MID WEIR NEE CHRISTo%XER G IWITHE r N ^ 5-2 SCALE: 3 4' = 1'-0" 7 + IxcON!" im NM MEEK Aro WECIFMAIxIN9 w ACCCPDANG£ COxsULnxG WANC„1R4 EnC#uEER S-2 ��] I . / S-2 SCALE: 3/4" = 1'-0" S-2 SCALE-' '/z' = 1•-0" S-2 SCALE: 1 /z " = 1 -0'^ LAoIAKExue J L ) ']� 11d(SOHNLLEBYDX.RgUM]'QW { I J .I OMEN ETUrURES LENttMIm IN NME 2. R � MMRECIIdIBCF]IE'MINMbMOEEWN WDSfpV&IIWINLA A40 910 WC _ OF IEUEIxna]d] ELPE a6SN 9 �iLIiI I�I ,F4#t(t I'll 0 r I IF 4 F:T #5 0 12" 0 C TOP 8" CMU WALL W/ 1-i}5 VERTICAL .arwa #5 0 12' 0 C TOP 4 0 12" 0 C. TEMPERATURE # !1 i!� 5 0 12" O.C. TOP #5 0 12" O.C. TOP 6" STRUCTUR O 8 O.C. (THIS WALL) a # CONCRETE SLAFB I 1t ! 6" STRUCTURAL REINFORCING 6" STRUCTURAL #4 0 12" O.C. TEMPERATURE 1-#5 VERT, DOWEL O 8' O.C. 11 I REINFORCING CONCRETE SLAB CONCRETE SLAB w/ STD 90' BEND INTO FOOTING 6" STRUCTURAL CONCRETE SLAB #5 0 12" O.C. BOTTOM 1 is int 7 1 - LyG 1/3 SPAN TOP FORCING 1 3 SPAN TOP REI FORC G 1 3 SPAN TOP E FORCING 1 3 SPAN TOP EI FORCING 6" STRUCTURAL a ALIGNED W/ WALL REINFORCING 11 / / / CONCRETE SLAB i � IIA #5 0 12" O.C. TOP m ABOVE (THIS WALL) 1L 2-#4 2-#4 SUPPORT 2-14 2-#4 SUPPORT W/ STD 90' BEND ���((( EL +19.33' NAVD !{�� SUPPORT iO A EL. +19.33' NAVD SUPPORT A EL. +1933' NAW TOP OF SLAB lY TOP OF SLAB TOP OF SLAB n (+20.43' NGW) !� r. � il;` x. + . (+20.43' NGW (+20.43' NGVD) _ SLOPE f; m +18.70' NAVID #5 0 12" O.C. BOTTOM #4 0 12' O.C. o Of J 'o Y TOP OF SLAB all #4 }O 12" O.C. of x � 3-#5 EACH WAY ABOVE PILE TEMPERATURE I o y5 O 12" O.C. BOTTOM f #4 ® 12. 0 C d EL +18.20' NAVD Ms`.: TEMPERATURE N _ AEL. +17.67 NA REINFORCING M BOTTOM OF SLAB REINFORCING n / T TOP OF PILE EL TOM O ' NAW TEMPERA RE `5'• - - - #5 O 12' O.C.OBOTTOM OF GRADE BEAM REINFORC G #5 0 12" O.C. BOTTOM #5 0 12" O.C. < OEL. +17.33' NAVMD BOTTOM 1'_6^ BOTTOM ---- BOTTOM OF PILE CAP 1 -6" x 1 -6" GRADE ®EAM 1 '-6" 6" STRUCTURAL U MONOLITHIC CONCRETE 1'-6" a V-6" GRADE BEAM REINFORCED w/ 4-#6 TOP AND CONCRETE SLAB z GRADE BEAM. SEE PLAN REINFORCED w/ 4-#6 TOP AND 4- BOTTOM w 3 STIRfRUPS #5 0 12' O.C. TOP `. GRADE BEAM REINFORCING 2'-6"x2'-6"x2'-0"d PILE FOR LAYOUT 4-#6 1BOTTOM w/ #3 STIRRUPS / # CONTINUOUS THROUGH CAP AT SINGLE PILE, O 6" O.C. FIRST 4'-0" EACH END, 0 12" O.C. TEMPERATURE r. PILE CAP, SEE SECTION SEE PLAN FOR LOCATIONS 0 5" A.C. FIRST 4'-0" EACH END, THEN 0 12" O.C. AT mill #4 ! 2/S-3 i6"0 AUGER CAST PILE THEN LO 12' O.C. AT MIDDLE REINFORCING OUTLINE OF GRADE BEAM 1'-4" PER DETAIL 2/S-1 �I�I )�s k Ilj i BEYOND, SEE SECTION I SEE PLAN FOR LOCATION c N 2/5"3 r—s" GRADE BEAM AT REAR � FIEFil s I I1 11II SINGLE PILE AND STRUCTURAL SLAB GRADE BEAM AND STRUCTRUF� AL—SLAB9CEAN PORCH STEP DOWN � SECTION 2 SECTION 3 SECTION z S-3 SCALE: 3/4" = 1'-0" S-3 SCALF: 3/4" = 1'-0" S-3 SCALE: 3/4" = 1'-0" c7 III 1 4 I ' _ I e" CMU WALL W/ 1-#5 VERTICAL 8" CMU WALL w/ 1-#5 VERTICAL 8" CMU WALL W/ 1-#5 VERTICAL iI� 1 0 40" O.C. 0 40" O.C. I ! 1 I`s I1! - #4 0 12 ' 0 C. #4 0 12" O.C. 6" STRUCTURAL O 40" O.C. 1 ICI yp , TEMPERATURE TEMPERATURE CONCRETE SLAFB W #5 0 12" O.C. TOP_ REINFORCING 1-(/5 VERT. DOWEL 0 40" O.C. #5 0 12" O.C. TOP. REINFORCING 1 -#5 VERT. DOWEL 0 40" O.C. 1-#5 VERT. DOWEL 0 40. O.C. w/ STD 90' BEND INTO GRADE W STD 90' BEND w/ STD 90' BEND INTO GRADE #5 0 12" O.C. BOTTOM w/ STD 90' BEND INTO GRADE Q I W/ STD 90' BEND / 1 1 1 ( ff 41. 1/3 SP OF REINFORCING BEAM ALIGNED W/ WALL 1/3 SP N 0 : REINFORCING BEAM ALIGNED W/ WALL w BEAM ALIGNED W/ WALL rI i( REINFORCING ABOVE REINFORCING ABOVE #5 O 12" O.C. TOP m REINFORCING ABOVE I III qI 1 i T+ I 2-#4 SUPPORT 2-{�4 SUPPORT W/ STD 90' BEND EL. +19.33' NAVD e!S d v Y 4rili AEL. +19.33 NAVD EL. +19.33' NAW TOP OF SLAB 8 9 fx + i@TOPTpp p TOP OF SLAB n (+20.43' NGW) o °o (i #'. �, 1 lilt. x , SLOPE AEL. +18.70' NAVD M� TOP 1 SLAB n #5 0 12" O.C. BOTTOM l x\ of 4 AEL +18.20' NAVD ,7. #5 012' O.C'.. BOTTOM # 0 12" O.C. kI ll vfs t iv " BOTTOM OF SLAB ,.., I y 6" STRUCTURAL CONCRETE n TEMPERATURE 5 " L Ii p r u1 SLAB -- n AEL. +17.67' NAVD 6" STRUCTURAL CONCRETE REINFORC G #5 O 12" O.C. BOTTOM ±1 > n 1) ' II r I TDP OF PILE SLAB 1'-6" 1'-6' z 1'-6' GRADE 1 '-6" 6" STRUCTURAL m 1ti,! P ,IY OUTLINE OF GSEE85EEAM BEYOND, ---- a G ' ry �8 o MONOLITHIC CONCRETE GRADE EL. +17.83' NAW ®EAM #j / CONCRETE SLAB kr I� II Y II iI BEAM, SEE PLAN BOTTOM OF GRADE REINFORCED w/ #3 TOP AND x GRADE BEAM REINFORCING CTION 6/ .6 M1 II THROUGH PILE CAP, SEE SECTION 6 8.6 EL TOM O ' NAW BEAM 6" O. BOTTOM '- :,(13 STIRfRUPS #5 O 12" O.C. TOP e II / 1'-6" z 1' 6" GRADE BEAM O 6" O.C. FIRST 4'-0" EACH ND. I( I 3-#5 EACH WAY ABOVE PILE BOTTOM OF PILE CAP E #5 O 12' TEMPERATURE j M REINFORCED w/ Ill TOP AND NOTE: PROVIDE 2-#6 TOP 90' THEN 0 12" O.C. AT MIDDLE 1 16"0 AUGER CAST PILE PER DETAIL 2'-6"x2'-6"x2'-O"d PILE 4-#6 BOTTOM w/ #3 STIRRUPS CORNEPd BARS (INTERIOR/EXTERIOR) REINFORCING AT POOL DECK SLAB L . 2/S-1, SEE PLAN FOR LOCATION 1- 4" CAP AT SINGLE PILE, 0 6" O.C. FIRST IF EACH END, AND 2=#6 BOTTOM 90' CORNER } I SEE PLAN FOR LOCATIONS THEN 0 12" O.C. AT MIDDLE BARS (CINTERIOR/EXTERIOR) AT EACH y GRADE BEAM CORNER Z ; QRADE BEAM AT GAME ROOM g NOTE: PROVIDE 2-#6 TOP 90' PILE CAP AT EDGE CONDITION CORNER BARS (INTERIOR/EXTERIOR) GRADE BEAM AT EDGE CONDITION STEP DOWN w crI I � AND 2-#6 BOTTOM 90' CORNER _J W II SECTION BARS (INTERIOR/EXTERIOR) AT EACH (� 6 a w y Aul S43 SCALE: 3/4" = 1'-0" GRADE BEAM CORNER 2"x4" P.T. YP Not BCSE PLATE w �EIi TION10 2' O.C, sOTE: DRILLED AND EPDXIED S_3 �EC TIONI 204' SPF N0.2 STUDS V O J 2"x4" SPF NO.2 STUDS T'"1` QI H ! I �f �' / /e 0X12" HOT DIPPED 0 16" O.C. Q W , 'II Vs"0x12" HOT DIPPED GALVANIZED ANCHOR j COUPLER NUT GALVANIZED THREADED STUDS - 0 1 TOP REINFORCING CONTINUOUS OVER PILE CAP s j 6" STRUCTURAL W Z pjG it I (� i #6 BOLT OR DRILLED AND EPDXIED /s"0X12" MAY BE SUBSTITUTED FOR THE � . = Q . HOT DIPPED GALVANIZED THREADED STUD AT 2"x2'zl/e " PLATE WASHER CAST-IN-PLACE ANCHOR BOLTS. EL. +19.33' NAW CONCRETE SLAB JII jry I PILE EACH ALL-THREAD CONNECTOR ROD LOCATION AND HEX FlUT TOP OF SLA' Q O LL Q (+2043' MGW #5 012" O.C. BOTTOM I jMl ill rIl I SPAN #4 012" O.0 #5 012" O.C. Al #Sz6'-0" TOP 012" O.C. 5 012" (OC TOP i ( I 4 0" MIDDLE 4' 0' TEMPERATURE TOP EL. +19.33' NAW 5 012" O.C. TOP REINFORCING TOP OF SLAB #4 0 12" O.C.#TEMPERAI W/ STD 90' BEND 3 STIRRUPS 0 6" O.0 i}3 STIRRUPS 0 12" O.C. 3 STIRRUPS 0 6" O.0 "' - (+20.43' NGW) REINFORCING .o __ 1 k fi 1111 I I AEL. +18.83' NAW EL +18.83' Ill ( o I1 �f j I 1 BOT TDP A { J I I 1 o 0 12" O.O. TEMPERATURE EL. +18.33' NAVD J. BOTTOM OF SLAB BOTTOM EINFORCING #4 O 12" O.C. AEL +17.83' NAW #5 0 12 O.0 BOTTOM 1'_p" TEMPERATURE PILE CAP #6 BOTTOM REINFORCING GRADE BEAM REINFORCING BOTTOM OF GRADE BEAM REINFORCING - I REINFORCING CONTINUOUS FROM PILE 4-#6 TOP AND 4-#6 BOTTOM 1'-6• - 6" STRUCTURAL 1'-0' x 1' 0' GRADE BEAM - ' CAP TO PLIE CAP 16"0 AUGERCAST w/ #3 STIRRUPS 0 6" O.C. CONCRETE SLAB REINFORCED w/ 2-#5 TOP AND i. II PILE FIRST 4'-0" EACH END, 0 12' O.C. BOTTOM 2-#6 BOTTOM w/ #3 STIRRUPS r 16"0 AUGERCAST THEN 0 12" O.C. AT MIDDLE 0 6" O.C. FIRST Al EACH END, GRADE BEAM AT GARAGE PILE 18"x18" GRADE BEAM STIRRUP SPACING HEN a> 12' O.C. AT MIDDLE INTERIOR BEARING WALL- STEP DOWN 02 SECTION ' h B SECTION 9 SECTION SCALE: 1/2" = V-0" F 3 Q 2P k j S-3 SCALE: 3/4" = 1'-0' #4 0 12" O.C. TEMPERATURE "Al SCALE: /^ = V-0" O z z L REINFORCING r 5 n Y $1 NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS #5 0 12" O.C. TOP - REINFORCED 8" CMU z r O #5 0 12" O.C. TOP p < n 3 vl w/ STD 90' BE W/ STD 90' BEND 1/3 SPAN OF REINFORCING GARAGE WALL BEYOND _i 4. 6 RECESS TOP OF SLAB 3/4" J lli ^ l 61 G f 1 #5 012" D.C. TOP 2-#4 SUPPORT ',, AT OH GARAGE DOOR W 00 � r SLOPE Aoil EL. +VARIES NAW SLOPE iu Fill1 ! EL. +18.67 NAW F I EMBEDMENT STOP OF SLAB 1 iP` STD HOOK EMBEDMENT LENGTHS _ —� EOGE O SLAB _a I1 ±1i I id h _I BAR SIZE TOP REINF. ALL OTHER REINF. � � #5 012" OC BOTTOM #5 0 12" O.C. BOTTOM ¢ ORewx ar CCK Eg'^ III I (11 j 10" T 1 � � � 6" STRUCTURAL CONCRETE SLAB i pl r :y #4 FACE OF a � 0 72" O.C. 1#"d z 12"w GRADE '� "IlAEL +17.17 NAW cNEameO I'ilE' d y ;1 /j5 13" 9" CONCRETE _ < TEMP. REINFORCING 1' 0' V-6" x 1'-6" GRADE BEAM _ YBOTTOM OF GRADE gLEAM w/ 3-#5 TOP AND REINFORCED w/ 4—#6 TOP AND BEAM °" ' &DG PERMIT 1DI11n1 IT 14" 10" 0 3-#5 BOTTOM " O.C. 6" D.C.BOTTOM '- #3 STIRRUPS 1 -6" '( I � I #6 STIRRUPS O 12" C. 0 6" O. FIRST 4'-0" EACH END, 7 17• 12" THEN 012" O.C. AT MIDDLE I. nEMPuus+wEOEsIr DTOM lx WMu MWlm MEs,u S FLowaxsEw aosxurnaEx L I , Ir � I�& # 16 " d x 12"w GRADE E�EAM E++ oa TYPICAL HOOK WIsxEMINPo G MG >N,�Gaa ADMINISTRATIVE a TME"NMDFOROERESSTWOSYSSWMS OMMNED Ix FCGp+LNNGE 1 (r { AT SWIMMING POOT''L GRADE BEAM AT OVERHEAD GAf3AGE DOOR WITH SEclloxe.FNSYI 7QMNIMUMDESIGNLDiDSFOREUILDINGS 10R1�01 HOOK EMBEDMENT LENGTH SCHEDULE EMBEDMENT DETAIL SECTION SECTION µDDAMEN"WHOANDB WOFM EWNOLG�� D D OW xD AND PHER STRI&SIGEFF 7 SFEEDOFIDMPx. `k 1 R 10 11 cNRIaTOMEBC.BATHE Aj 1 3. ixEGGMPoXEIR AND ANDE0EUFIGAMONSIN AOTIEIRNSE = 1 —D„ S-3 SCALE: X/N" = 1 —On INCORPoMTED WTOMEDESItl1 ANO5PEGFMATCHS INPCCCMWCE CONSIILiIHG31RUCtIy9MLEXGINEER S-8 22 S-3 SC'.LE: 3/4" WITISE"M60FTEVINIWMLEGGx LC SFOR9GIWINWAND <SM�GEGANMWIID J OF ` ,I P B� IIIJM MLP.E.389t] OTHER smucnlREsuomoxFnlx NOTE 2. dncNsomllrF eFncN FLORIDA MR u � s v NtINYlI1 4ler B" CMU WALL w/ 1-#5 VERTICAL —LT I4a fl"Ygg i I � O 40" CO. I I REINFORCED 8' CMU REINFORCED 8" CMU 6" STRUCTURAL GAME ROOM WALL BEYOND ENTRY WALL BEYOND vw pry A• 1-#5 VERT. DOWEL O 40" O.C. CONCRETE SLAB 6" STRUCTURAL CONCRETE a #4 ® 12" O C w/ STA 90' BEND INTO GRADE RECESS TOP OF SLAB 2' SLAB i-#5 TOP, CONTINUOUS ( m 5 TEMPERATURE / AT GAME ROOM SGD TRACKS # ( a 1af 11� 'I i BEAM ALIGNED W WALL #5 O 12" O.C. BOTTOM 5 BENT BARO 1$" O.C. L � i I REINFORCING ABOVE i{ 11 #5 O 12" O.0 TOP REINFORCING TOP w/ STD 90` BEND 1 I 1a ! rl w STD 90' BEND 8"w CU4iB w/ i #5 CONTINUOUS #5 O 12' J G TOP m EL. +19.33' NAND 2-#4 SUPPORT EL. +19.33' *VD / W/ STD 90' BEND TOP OF SLAB S + 1 / 1 3 SP NOF REINFORCING ///vvyyy��r{�� 19 33 TOP .4 SLAB t`{ +20.43' NGVd' ' 4{ �+ Sit w TOP OF CURB Aw (+20.43' NGVD) /J' ( ) r�1 i. 8 l 2-#4 SUPPORT g / SLOPE 1C i is QO AEL. +18.70' NAVD SLOPE 1 " A_EL +18.65 N� Jy'' ~ Y m _ • #5 0 12• D.C. - Y i. 1 , I I I m m TOP OF SLAB n EDGE OF SLAB 1 4 �I Illi" #4 O 12" O.C. AEL. +18.20' NAVD BOTTOM o p 1a TEMPERATURE BOTTOM M OF SLAB (. 2-#5 BOTTOM $" J ¢ REINFORCING #5 O 12" O.C. BOTTOM h AEL +17.67' N/�VD i (11 11 #5 O 12' O.C. BOTTOM O #4 BENT BARO 12" O.C. BOAT F ADE 3 f Kr 6" STRUCTURAL BEAM EL +1717 NAVD 1' 8"d z 1' 6•w GRADE BEAM TEMPERATURE REINFORCING 1'-6" 6" STRUCTURAL CONCRETE BOTTOM OF GRADE ""� CONCRETE SLAB Z i ,) R I+ SLAB REINFORCED w/ Al4 #6 TOP AND V-0"d x l'-6•w GRADE BEAM II I( 1•_6 BEAM 4 BOTTOM w 3 STIRRUPS #5 O 12" O.C. OP '1 I MONOLITHIC CONCRETE GRADE '#6 / # (REINFORCED w/ Al TOP AND n BEAM, SEE PLAN O 6. O.C. FIRST 4'-0" EACH END, #5 O 12" O.C. TEMPERATURE 4-#6 BOTTOM w/ #3 STIRRUPS B, _ W + THEN O 12" O.C. AT MIDDLE REINFORCING AT POOL DECK SLAB O 6" O.C. mj8 { NOTE: PROVIDE 2-#6 TOP 90' d M riYyr $ 1' 6 ' x 7' 6" GRADE BEAM CORNER BARS INTERIOR [ f( s REINFORCED w/ 4-#6 TOP AND ( /EXTERIOR) ! I ll Ilxk 1� 4-#6 BOTTOM w/ #3 STIRRUPS AND 2-#6 BOTTOM 90' CORNER o F O I if v BARS (INTERIOR/EXTERIOR) AT EACH F 2 O 6. O.C. FIRST 4' 0" EACH END. 1 Il GRADE BEAM CORNER { THEN O 12" O.C. AT MIDDLE a GRADE BEAM AT GARAGE CURB CONDITION GRADE BEAM AT GAME ROOM SGD TRACKS GRADE BEAM AT ENTRY SLAB STEP DOWN I SECTION 2 SECTION 3 SECTION kl ' 5-4 SCALE: 3/4• = 1'-0" 5-4 SCALE: 3/4" = 1'-0" S-4 SCALE: 3/4" W II yyii k (PILES 4-#8x20'-0• T®p PILE Q 1 ROW 10d COMMON WIRE Y w 90' BEND e 3 I ;I { ( ( NAILS O 4" O.0 y ENTRY WALL BEYOND 12'-6" BREAK AWAY SLAB i• / 3" ''1I (�k11 ) 3/.p STURDI FLOOR SUB FLOOR PLYWOOD 1-#5 TOP, CONTINUOUS AR 4 t 1 { SHEATHING. GLUE AND FASTEN TO WOOD 4'-0" 4'-0" MIDDLE 5-3" I 4 I. �. 4 O 12 ' O.C. TEMPERATURE f1 If t JOISTS w/ 10d COMMON W1RE NAILS # 11 +I,d1 r O 4" O.C. EDGES AND 6" 0 C. FIELD a REINFORCING STIRRUPS O 6 0 STIRRUPS O 6 0 STIRRUPS O 12 O.C. # STIRRUPS C. r EXPANSION JOINT 3 .0 3 .0 #3 3 O 6. 0. 'M di I� #5 O 12" O.C. TOP w/ 6" STRUCTURAL EL. +19.33' NAVD J. ° � AND SEALANT EL +18.45' NAVD �i V CONCRETE SLAB EDGE OF SLAB - STD 90' BEND EACH END TOP OF 5 • SLOPE 3" (+20.43' NGVD) II m l l Pp z 1—#5 TOP, CONTINUOUS II I I I _ g $$ r qg ro ,y,a SLOPE 1r/p !o EL. +17.67 NAVD II � 4N `✓ -/ ", " ' X � TOP OF PILE h1 , m I P ' IT 2"x8" SYP N0.7, STAIR :' EL +1733' NAVD — EL +17.67' NAVD 4" CONCRETE SLAB ON GRACE 9 w LANDING JOISTS O 16" O.0 BOTTOM OF PILE CAP TOP OF PILE OVER 6 MIL VAPOR BARRIER, 3—;#5 EACH WAY, 2'-6"x2'-6"x2'-0"d 3- 5 EACFN WAY, OVER TERMITE TREATED W 1pc SIMPSON LUS28 S O 12" O.C. 2- 5 BOTTOM. - PILE CAP PILE CAP # PILFE CAP EL TOM O ' NAVD COMPACTED FILL. SAWCUT ih a it :T, FACE MOUNT HANGER # # REINFORCING BOTTOM OF PILE CAP p (lly r' � LUS28 I BOTTOM CONTINUOUS 12"x1Z• CMU COLUMN 1'-6" x 1'-6• GRADE BEAM REINFgRCING SLAB ON GRADE ON A ` I 2"x8" P.T. SYP N°.2 LEDGER w/ w 2- 5 VERTICAL. BEND i6".P AUGERCAST REINFORCED w/ III TOP AND 16.0 AUGERCAST 2'-6' x2'-6°x2'-0"d 5'-0" x 5'-0" GRID i 1 t V1i 8" CMU WALL W/ 1-#5 VERTICAL / # - PILE 4- BOTTOM w 3 STIRRUPS PILE CAP r f �a"0x8" HOT DIPPED GALVANIZED _ PILE ANCHOR BOLTS, WASHERS, AND O 24° O.C. #5 VERTICAI. OVER INTO O 6" O.C. FIRST 4'0# EACH END, HEX NUTS O 16" O.C , STAGGERED 1-#5 VERT. DOWEL O 24" O.C. w/ TOP REINFORCINTOP OF 6" SLAI G 24 Z THEN O 12" O.C. AT MIDDLE 6' STRUCTURAL CONCRETE SLAB IN/ STD 90' BEND INTO GRADE 0 � II BEAM ALIGNED W/ WALLIIIII ( . #5 012" O.C. BOTTOM REINFORCING ABOVE 2-#5 VERTICAL DOWELS 18°d x16"w GRADE BEAM AND BREAK-- AWAY SLAB W U #5 O 12" O.C. TOP ) w/ STD 90' BEND INTO GRADE ELEVATION J LU , A/ STO 90' BEND N BEAM ALIGNED w/ COLUMN _ 5 a I� < REINFORCING ABOVE Zy EL. +19.33' NAVE J. SLOPE it/a" • S-4 SCALE: 1/2" = 1 -0" )- J TOP OF�SLA Y ,a #4 O 12 ' 0 C. TEMPERATURE (n 0 NGVD) _ ,LEL_ OF S NAVD REINFORCING Q F Q { { t s, 0 rc ,p -T—EDGE OF SLAB 1/3 SPAN OF REINFORCING L. +18.30' NAVD (� Q H 2-#4 SUPPORT SLOPE m EDGE OF SLAB 0 L I slit t #4 O 12. O.C. #5 O 12" O.C. (BOTTOM W . 2 n EL +17.87 NAVD • " EL. +17.83' NA TEMPERATURE ,,LL 16 d x 12 w GRADE F� I 6• STRUCTURALfOM OF GRADE U ' 7 C ' � :. BOTTOM OF GRADM REINFORCING 1 -$" • CONCRETE SLAB BEAM I I 1'-0" BEAM w/ 3-#5 TOP AND 0 Z -6" z 1'-6' GRADE BEAM #5 O 12" O.C. TOP -0"d x 1'-0'w GRADE BEAM #5 O 12" O.C. TOP rc m 3-#5 BOTTOM w/ #3 Q .0 Q I ) Xlf w STD 90' BEND REINFORCED Al - TOP AND STIRRUPS O 12" O.C. REINFORCED Al 4-#6 TOP AND / / #6 W/ STD 90' BE p - ( TTOM 4-#6 BOTTOM w/ #3 STIRRUPS 3-1 BOTTOM w/ #3 STIRRUPS r i ( #4 O 12. O.C. TEMPERATURE O 12" O.C., FULL LENGTH OF SPAN 65 ®TRUCTURAL CONCRETE VARIES M I + IS O 6" O.C. FIRST 4'-0" EACH END, REINFORCING t THEN O 12° O.C. AT MIDDLE I� ' I GRADE BEAMS AND SLABS AT SIDEENTRY SLAB 2w MIN. I I /� ,� SECTION 4 SECTION 5�4 SCALE: 3/4" = if°-0" 24" IL I i F 5-4 SCALE: 3/4" = 1'-O" 4'-0" � 1-#4 CONTINUOUS AROUND 5 -9• JI 24" 24" #5 TOP BEN�BAR u 5 -4 PERIMETER OF 6•wide CURB (� 'I I 1 6" 5-s /a'3 x 4'-8A4"t 1-#4 CON'INUOUS � o S< #5 -BENT BAR" TOP m ! ! AI ' #§ O 12" O.C. TOP #5 TOP BENT BAR REINFORCING O 17 O.C. YkX 6" STRUCTURAL CONCRETE SLAB AROUND PERIMETER lL m a0 E #4x2'-0" VERTICALS #4 SUPPORT BARS m O LL N { 6" STRUCTURAL EL. +19.03' NAVD 1-#4 CONTINUOUS 1/3 SPAN TOP REI RCING O 24" O.C. AT CURB Q i CONCRETE SLAB P TOP OF SHOWER SLAB AROUND PERIMETER EL. +18.33' NA AEL. +19.33' NAVD O 2 # si 1/3 SPAN TOP FORCING 5'_2"} 2-#4 TOP OF ELEVATO Sf�LgB TOP O� F SLAB t S o + 2- 4 SUPPORT 'O (+20.43' NGVD) m f O ' SUPPORT is # EL. +18.83 NA REINFORCI O 12. O.C. J ,o x- u )I. EL +1933' NAVD # 5 "BENT BAR TAp f° EL +19.33' NAVD TOP OF SQL +•B #5 "BENT 6 O 12" O.C. p#4 F j . R'p TOP "�.. iv TOP OF SLAB (+19.93' Ill z 4 P < ite TOP OF SLABS REINFORCING O 12" O.C. (+20.43' NGVD) O 72" O.C. REINFORCING m '. � 0m NGVD) #4 , �. 12" O.C. 'O J TEMPERATURE o m 6" `STRUCTURAL 12• MIN. #5 "BENT BAR" BOTTOM #4 o a: REINFORCING I' TEMPERATURE 6• STRUCTURAU 5 BENT BAR' BOTTOM N REINFORCING O 8° O.C. v 12• MIN. # COW RETE SLAB F-� 5 0 12" O.C. C kEi� ' : I REINFORCING CONCRETE SLAB I�1 # `J III +17.83' NAVD REINFORCING O 8° OyC. BOTTOM ovnwxar t EL n CCK _ OT OM OF NA n #4 12° O.C. TEMPERATURE 0 12• D.C. 0 Tt I BOTTOM O�#5 O 12" O.C. TEMPERATURE �� ' ' BEAM BOTTOM 1•_$' #4 BOTTOM OF GBEAM REINFORCING �� REINFORCING BEAM P-6• wacxan av: _ II ) MONOLITHIC CONCRETE +17.93' NGVN) 2'-0"d x 1 -6"w GRADE BEAM ' B{DG PERMIT 1x@1111 SEE PLAN 1 6• x 1 6" GRADE BEAM MONOLITHIC CONCRETE REINFORCED w 4- rl� £ GRADE BEAM, REINFORCED w/ 4-#6 TOP AND GRADE BEA FOR ELAYOUT 4-#6 BOTTOM w/ #3 STIRRUPS mua: ya•y.a. E PLAN FOR LAYOUT 0 6" BOTTOM w/ #3 STIRRUPS 4 t O 6. O.C. FIRST 4'-0" EACH END, O 6" O.C. FIRST 4 T EACH END, MIDDLE tMMUe sNSE IONOMroIswcRMm Nwmrme suwoums xexl°nsenL ,gaxueev< THEN 012 ' O.C. AT E71L35 THEN O 12" O.C. AT MIDDLE MENUN9lanxsamlox SISS.G WERE REDESIGNRTVE cco°. 1 12" SLAB STEP DOWN AT ELEVATOR CONDITION '- TM`"""""" 5ANcl7TWI"a`aMDESIGNL"°"aol""c`°m°"xca 3 /2 " SLAB STEP DOWN AT SHOWER CONDITION WITH ssmwxa,uauRsreiazrwluuu osaxW ioxosv°xauu°Ixra �S E C TI O N w•'°OTHER aIRWTV£sTDDINGMVEBENAND m"olmlls0.6°I RUED SE pMcrp: SECTION $ wxxR TEDINaT1MEDESaaaDCF,YaMPx limy I I ' I 7 a. ixecwvOxfNi9 AND cIA°°m°rtRt4eEExa[IECiE°N!°mxause aypA,4roPxEa C.SAME °f �� ` { IxcaxwluifnxrOnIECEWa1 PHObPEaiIGTMaIx Rcc°rmwcE c°usullllolG amucT,wu Bulxf£a It S-4 SCALE: 3/4" = 1'-0" xyp Ce°ECOAVaxUE r S-4 SCALE: 3/4" = 1'-0" wnxssclloxsarixi•uxwuuoealcxioansroxeulL°IxcaAND mncxsoxxut aFasx,imslwm® + 8 OWER smlx'ruvas•uexrwxan IN nonzIT {ma'2n<mr p�va.awxa Y Yy # I•Sp4 II II i INSTALL AN AUTOMATIC N BB MENS F ° Idlf P l TIMER FOR THE POOL LIGHT SYMBOL FIXTURE S ANO TYPE MOUNT HEIGHT POOL MANUFACTURER TO ENSURE THAT THE POOL -,FF HAYWARD COLORLOGIC 1pc /AT POOL 50 watt LED HORIZONTAL 2'-0" BELOW RESPONSIBLE FOR THE DESIGN �� A B� E LIGHT IS TURNED OFF WHEN4. AND INSTALLATION OF POOL + ' {' T USE DURING SE RT HAYWARD MODEL NoG SEASON . AT SPA 0 watt LE USH MOU ATERLINE A 'H r+ __ (MAY OCTOBER 31st) � 1 j F-- , L - __�- ____ J „ I SP05245LED50 i y 1 J L ____ ___ ____J L NO COLOR: AMBER LED ;! pO 5 D FL EQUIPMENT PEDESTALS AS ) fill �N lit I.. ' (MA ' �P I REQUIRED N 7hyyT'' "d x 12"w GRADE L 6 2 EL. +18.70' NA BEAM w/ 3—#5 TOP AND I a `II rTl � (� 71/" STEP swo TOP OF SLAB ! mai o 0 5-3 5-4 1 3-#5 BOTTOM w/ #3 5'-6" 5'-6" IF a� I PING Nm�N 5 S01 STIRRUPS ® 12" O.C. L #5 ® 12" O.C. TOP EL +18.60• NAVD AS PERPOOL POOLt tt'' Ko EL +1560' AVD ,�y Idy v q 1 - P ma - TOP OF PILE S-5 4' T w STD 90' BEND ci Ir PP / TOP OF POOL WALL MANUFACTURER g it I w Loci Opwz 9UjW0 W 11. 0�� __7 -1 _ 4 -0" 5103 'n CONCRETET SRAB EL +18.10• NAVD (TYPICAL) TILE e� 8 _ Z h ! =. I li ! I o c, o IIIA EL. + SLOPE or 2-#5 BUILD UP PERIMETER N ~ ? o rc ` so 8" CONCRETE POOL - -i- - -+-- / TOP OF POOL WALLS CONTINUOUS _ WATER LINE OF DECK WITH y - RD o ®�= WALL w/ #4 REINFORCING i + �\ j « \ EXCAVATED EXISTING I " 4 " 1 1 I maw ® 12" O.C. EACH FACE, i 1 ^ 8"wide " SWIM I •^" ' • SAND FILL 1 VI j - m EACH WAY (TYPICAL) x L-- _H �� POOL WALL #5 - 12 OC 10" CONCRETE POOL SIDE o " II 1 B ' CONCRETE SPA WALLS v 5• 1" 0„ v TEMPERATURE REINFORCING J 2-#5 WALL w/ #4 REINFORCING w/ #4 REINFORCING / I 1 � CONT. IL 3 I r0, SWIM STEPS 8 ' EACH O.C. EACH FACE, ® 12' O.C. EACH FACE, `I #5 ®. 12" O.C. BOTTOM t 10"z10" 1 SHELF `� 1 � @ EACH WAY t p 5-5 EL. OF PI ' NAVD w STD 90' BEND �J I °l EACH WAY (TYPICAL) I ,l / J CONCRETE I 11' 1' Y / y TOP OF PILE H. 8" CONCRETE SWIM SHELF SLAB COLUMN / J. EL TQM1 OF MARL Q.Qx,0" i J 10"x1o" w 4 REINFORCING ® i2" O.C. BOTTOM OF POOL z iII. I! . - &OLUMN �_____ _-� ____ __ ____r- _lo EL. -t'-G' i r- - CONCRETE - TOP AND BOTTOM, EACH WAY c7 If # + -- 1 COLUMN B - --- I b EL. +13.70' NAVD { 1I �� f 1 _--56 i'M i o o COLUMN T 2-#5 CONTINUOUS AT TOP OF POOL PILE I : 1 5:., MAXIMUM y SERI ,1 1 50 WATT BOTTOM OF POOL WALL BEND OVER 6 #5 VERTICAL m _-� SPA LIGHT v w• - 1' POOL I MAXIMUM - PILE CAP AND REINFORCING FROM AUGERCAST w 77 - I POOL LIGHT GRADE BEAM BEYOND CONCRETE PILE INTO Q 1 y{ I1 4 I G EL. .10 NAVD O' o POOL DEPTH VARIES 1 MONOLITHIC POOL SHELL > > 1 TOP OF PILE 1 HOT o 10" CONCRETE POOL END B" CONCRETE POOL SLAB r - ILL. I-5'-0" 1 3"-0" TO 5'-0" E -3 i 1 TUB M 'a 0 1 I WALL w/ #4 REINFORCING w/ #4 REINFORCING 16"0 AUGERCAST PILE 4 } r 6' T 6' 0" 8 (DEEP WE 1 15'-10" 10' I ® 12" O.C. EACH FACE, ® 12" O.C. TOP AND EL. +13.43' NAVD w/ 6-#5 x 3d-0" LONG �,� Y : • 1 IDRAI S i EL. +12.10' NAVD 1 EACH WAY 5_5 BOTTOM, EACH WAY BOTTOM OF SLyB w/ #3 TIES ® 12" D.C. H� �g5 , 1PC � I I T + " x `O 1 TOP OF PILE I EL. +13.70' NAVD I t3, O TOP OF PILE CROSS SECTION AT SWIM SHELF � --w� _ i 1 -01 + SECTION _ yg II, I I I 16"d x Ill GRADE EL 18.30' NAVD 10" CONCRETE POOL SIDE EL. +18.60' NAVD 8" GONER 7 POO'. SLAB S�5 SCALE: 3/8" = 1'-0" w o D. BEAM w/ 3—# TOP AND EDG OF SLAB WALL w/ #4 REINFO CING 1 TOP OF POOL WALLS w/. #4 REI ' ORCING 6 4 ® 12" O.C. OP AND 8" 6'-0" 8" 15'-10" 10" EL. +18.60 NAVD W 11) 31 3 #5 BOT OM w/ #3 ® 12" O.C. EACH FACE, S-5 BOTTOM, EA H WAY m 999 -4 S-5 EACH WAY 8"w CONCRETE SPA WALL w TOP OF POOL WALLS I I��� {1 ' STIRRUPS (312" O.C. / W ' #5 ® 12" O.C. TOP EL.TO O .60' NAVD #4 REINFORCING I WA O.C., POOL COPING I" Itl F1Lt zy r. 6'-7" 23'-4" w/ STD 90' BEND TOP OF SPA WALLS EACH FACE, EACHI WAY AS PER POOL CONCRETE PAVERS „ ry JL >�.1 'La - MANUFACTURER OVER COMPACTED I 6" STRUCTURAL MONOjLITHIC CONCRETE M - I� a1 vJ 29'-11" SAND BASE r h {{ u'k CONCRETE SLAB EL +18.10' NAVD STETps INSTALLED AT WATERLINE TILE SLOPE BUILD UP PERIMETER y r{s j H ) CONCRETE FIELD SLOPE SLOPE TIME. OF POOL SHELL (TYPICAL) CK WITH l PAVERS OVER „ . . WATER LINE POOL AND AUGERCAST PILE LAYOUT PLAN STRUCTURAL SLAB SAND FILL k -T ) � 1 OF D :. _ . EXCAVATE EXISTING RN� " � . .•� •^ H `)WM SHI B�YCiC 1 x 1 SCALE: 3/8" = 1' 0" o - — .... 1, 'N - 10 ' CONCRETE POOL END 1 INDICATES I6"O AUGERCAST NOTE: INSTALL_ BOTTOM OF ® 1z O.C. BOTTOM 1 M fqQ ® 12 O.C. 1 6" 4'-6" 0 1 WALL w/ #4 REINFORCING ,lYI{ + CONCRETE PILE. TOP OF ALL { 6 rG AUGERCAST POOL TEMPERATURE�REINFORCING ! ® 12" O.C. EACH FACE, r " Z ' W PILE EL+ VARIES NAVD i'-0" D O L_ _� DEEP WE L DfRAIN, _ EACH WAY 11 I1 " N PILING AT EL. - 15. 00' NAVD __-- �� - -- / h#s�T erIo gL do-Lcran } y EL. +14.10' NAVD LAP SEE ET IL 5-5 J GENERAL NOTES: (6pcs TOTAL) LOT of SPA Irl 13.10' NAVD p" 11 Ia IYI rIII 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFpLL. EL. + Q 1 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF OF SPA PILE 3'-0" 8" CONCRETE POOL SLAB JJ UR LAP w/ 2" REINFORCING , 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN 1 $" LAYERS 2' � 'x2'-6" PILE CAP BOTTOM, O.C. TOP AND AND 9-#5x2'-0" ® 12" O.O J '. J d 8" CONCRETE SPA SLAB short direction. I t " tf 1 y1{ up 3) THE THE POOL I MT ELT AND fiX AIN ALOCALF60DEs)' FOOT HIGH (MINIMUM) FENCE AROUND BEND OVER 6-#5 VERTICAL w/ #4 REINFORCING BOTTOM, EACH WAY O O Z { 1 REINFORCING FROM AUGERCAST EL. +12.10' NAVD 16"0 AUGERCAST PILE f 1 IiV II ' S 4lil •, i+ 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING, CONCRETE PILE INTO ® 12" O.C. EACH WAY TOP OF POOL PILE w/ 6-#5 x 30'-0" LONG a d Q t L,I ' I31 AND ELECTRICAL REQUIREMENTS. MONOLITHIC SPA SHELL 3-#5 EACH WAY 4_#5x7-8" long direction w/ #3 TIES ® 12" O.C. I y4 I itItl }i)'� •; 5) SEE SHEET P-1 FOR STRUCTURAL NOTES 15^# AUGERCAST PILE ABOVE PILE AND 9-#5x2'-0" ® 1T O.C. 99 7'-4" w 6-#5 x 28'-0" LONG short direction. + , '�44 / / #3 DES 092" O.C. B" 6'-0" o" B" C-D" 8" w LONGITUDINAL CROSS SECTION POOL COPING SPA COPING k9 #5 13 12" O.C. TOP EL +18.60' NAVD AS PER POOL AS PER POOL EL. +18.60- NAVD #5 ® 12" O.C, TOP S'ECTI ON ADD 4pcs #4 x 3'-0" I� I It { 91JI Al STD 90' BEND TOP OF POOL WALLS MANUFACTURER MANUFACTURER TOP OF SPP. WALLS w/ STD 90' BLEND 2 DIAGONALS AROUND DEEP :I II III id 6" STRUCTURAL WATERLINE TILE WATERLINE TILE 6" STRUCTUIRAL MAINTAIN 2" WELL DRAIN OPENING IJ d 1 . CONCRETE SLAB EL +18.10' NA (TYPICAL) (TYPICAL) EL. +18.70 NAVD CONCRETE SiLAB S-5 SCALE 3/8" = 1'-0" CONCRETE COVER p YI ! �I ry SLaPE SL BUILD UP PERIMETER 5 -6" 8" AROUND OPENING WATER LINE a ." OF DECK WITH -'"' sroE STRUCTURAL SLAB 1I 'W CONCRETE FIELD F a PAVERS OVER EXCAVATED EXISTING E a w<j • S 18" 17 12" 12" 12" 8" I r SAND FILL <_; t.. s 5 ^^" . #5 ® 12 ' % B TOPV/N 0 - 1 Ili YiJ j 1111 SEAT AT #5 ® 12" RE U _ I( ! ( #8 ® 12 D.C. * * 10 CONCRETE POOL SIDE 8^w CONCRETE SPA WALL w/ + TEMPERATURE REINFORCING w/ STD 90` BEND LLI w p llJ 4 TEMPERATURE REINFORCING .o WALL w/ #4 REINFORCING #4 REINFORCING ® 12" O.C., °o . +18.60' NAVD 6" STRUCTURAL SEE r 1'-6 3'-0" 1'-6' #5 012" G.C.O:C. BOTTOM OR OF POOL WALLS CONCRE _ rI I I ' I L p #5 ® 12" O.C. BOTTOM I ® 12 ' O.C. EACH FACE, EACH FACE, EACH WAY TTE SLAB w STD 90' BEND "< 0 DEEP EACH WAY 8 '_0 w/ STD 90' BEND EL. +18.10' NAVD aPE COPE O YI / WELL 1B" wide MONOLITHIC CONCRETE 2-#5 s IMI 8" CONCRETE POOL WALL DRAIN 2-#5 CONTINUOUS / LAP EL. +14.10' NAVD CONTINUOUS 8" CONCRETE POOL SLAB 4 t o ¢ w/ #4 REINFORCING SEAT w REINFORCING Ell OF SPA r• _ J If { ` I +13.10' NAVD ® 12" O.C. EACH WAY EL. +13.10' NAVD SWIM SHELF - x w/ 2" O.C. OP NG � QU I r1 , �Ir I)8 ® 12" O.C. EACH FACE, BOTTOM OF POOL - - TOP OF SP PILE "H BOT .0. TOP AND -tw d( ® 12^ O.C. BOTTOM, EACH WAY J �+ � < Iqq II EACH WAY 8" CONCRETE SPA SLAB o #6 DEEP WELL LLII B- PIJ I. EL. +12.10' NAVD w/ #4 REINFORCING 2'-6"x2'-6" PILE CAP BEWOND ( TEMPERATURE REINFORCING DRAIN m bio I I �I d 2-#5 CONTINUOUS AT TOP OF POOL PILE M - EL -6-0" { , .( BOTTOM OF POOL WALL ® 12" D.C. EACH WAY #5 ® 12` O.C. BOTTOM p III �{ {• BEND OVER 6 #5 VERTICAL BEND OVER 6 #5 VERTICANL w STD �0' BEND (EL. +13.10 NAVD}' J f I11 II dllfi dll I PILE CAP AND REINFORCING FROM AUGERCAST 3-#5 EACH WAY ABOVE PILE- REINFORCING FROM AUGERICAST / j !I I1 GRADE BEAM BEYOND CONCRETE PILE INTO CONCRETE PILE INTO PILE CAR AND V W ,1 EL +13.43' NAVD MONOLITHIC SPA SHELL GRADE BlEAM BEYOND DEEP WELL DRAIN OPENING REINFORCING LRAw++Bv: ccK El IFII 41 Ii' IIV 8" CONCRETE POOL SLAB MONOLITHIC POOL SHELL OTTOM OF S A i II 'ki k w/ #4 REINFORCING SLAB OL DETAIL Paeal By Sry V N r ® 12" O.C. TOP AND 16"0 AUGERCAST PILE w/ -#5 x 8 PILE MONOLITHIC CONCRETE IN DETAIL L w/ 6 #5 x 28'-0" LONG STEPS w/ #4 REINFORCING 6 ifln I 1}'rr BOTTOM, EACH WAY w/ 6-#5 x 28'-0` LONE w/ #3 TIES ® 12" O.C. OATE T BOTTOM, , C. TOP AND BLDG PERMIT 102,111 t� w/ #3 TIES ® 12" O.C. BOTTOM, EACH WAY 5-5 SCALE: 3/4" 1' 0" i i 6j rt 'I EL +12.43' NAVD scuE, yB._p-0. 11 I !f BOTTOM OF POOL 1111411 ' SLAB TE LTHESE Ill ME OEANIED To IE IN COMPLIANCE WITH INE STANDARDS FIMSDABEL JOB ryIt uMBER E1,-035 CROSS SECTION AT DEEP WELL CROSS SECTION THROUGH SPA CROSS SECTION THROUGH T PS ISITAREFSHED IN SECTION t B3]OR FLOWnoADANNUSRATIVE WIDE N, y {X 3 SECTION 4 SECTION SECTION EWIN WHO W0.4RSSRNDMBRMBARE DESIGNED IN ORdVCE g2„�„ a 5 wIO1 HMarve.PNsvASCTONMIxIMIMOEBICN LOIt S BUEOIHGB allomxERsmucnXEBTorelHmuLolxswwD Lowsnssocurm IMG NO S-5 SCALE: 3/8” = 1 '-0" S-5 KALE: 3/8" = 1'-0" 5-5 SCALE: 3/8" = 1'-0" RBRIAMINMUMIESmwNOSPEEDOFIl MPX. i { _ �]//� 4 9. THECOMPCI.'ENiSAXLCIA00M3HA4EBEFN SELELROANOT1EIRmE CHRISTCPxERC.K4IHE S0 OF (.(� t INLCPPpUiE01Ni0TXE0Ey0HAXL BPECIFlETIONSINACLCACANLE CCNBULTNGs?WICNRLLEMYNEFA J J tl ry lit 01WH Sl 11ESiBU06 OF MERON DESIGN mPm FOR BUILDINGS AND VN 08SWEFENUE f N JALx60XMILLE�ACH. P E Al 3RW �I IBOBIylA�s) RPE BeB¢o i + 1 I I �dr.'I 0111 irll tl _ _ I . 4 - IT 1114 1, I13r rr. _ t 7" MINIMUM BEARING i EL. +25.22' NAVTJ h_. ^ AT PRECAST LINTELS ,b % +25.22' NAVD Ip III ��" 1 i,r9 P8 _6^ TOP DOFF PLY DECK V TOP OFA 16' x24' CMU tP Iq - CONCRETE LINTEL BEAM h.° LAYOUT 8" 13'-7" 13'-7" 8 a 12"w x 24"d CMU/CONCRETE LINTELOLUMN 1 xi gE BEAM w/ 2-#5 TOP AND 3-#5 z � 8' CMU B EAK AWAY WAL w 3 MD BOTTOM w/ #3 STIRRUPS O B" O.C. 311E Y x01 1 #5 VER CAL AT EACH COLUMN x < - - INTERSECfl NAND O 32' ORill .0 S-6 0¢ EL. +23.22' NOF AVD o all J mxrs "BW� "BW_,_mxo`re _ so BONCRETE LINTEL BEAM MCilliU _____ Jl - ill I ITT 11 1 El III 410IIIIIIIIIIII]l 11� i H jLjL - ---- ---- -- - -- 12"w x 24"d CMU CONCRETE i C1 GL 2 07 GL-1 Ci / " r 1 k 12"w x 16"d CMU/CONCRETE -- Irar raa BEAM ABOVE w/ 2-#5 TOP NSION INT 'A" EXPANSION JOINT BEAM ABOVE w/ 3-#5 TOP '/ '+ # / BOND BREAKER AND ,. -. s" EXPANSION JOINT AND 3- 5 BOTTOM w BONDAllANDr ELASTOMERIC SEALANT 1 11 x16" CONCRETE COL 3 STIRRUPS O 8" O.C. /e'z1" 18"L STAIN ES STEEL U t AND 3- 5 BOTTOM w/ ! 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D II - 3 (CENTER IN CELL) FILL x o I INTERIOR, NON LOAD ( STRAP 2 0 STAINLE rl 1 Cl ---- -- -' -"-------� BEARING, BREAK-AWAY C1 m REINFORCED CELL SOLID w/ u LG �X -� trnr WALL SYSTEM - _- w LIN L BEAMS O O.C. 3000 psi CONCRETE GROUT I ' I DOOR SYSTEM ASSEMBLY. r °E1E ) I ' j FASTEN DIRECTLY TO 1 tt p 12 w x 16 'd ARCHED TWO CAR r ^ # z IF "''{i4 + I 16"x16" STRUCTURAL CONCRETE I'�CONCRETE BEAM ABOVE GARAGE � U —1 ! 5 VERTICAL DOWEL O 32" O.C., I LAP 25" w/ WALL REINFORCING. o e W/ 3 #5 TOP AND "till 16"x16 CONCRETE DRILL 4" AND EPDXY INTO ('{ r COLUMNS AND STRUCTURAL I _ 1I '1 �ry CONCRETE BEAM ABOVE Isfi 3-#5 BOTTOM w/ OVERHEAD GARAGE OODR 11 --. � COLUM THICKENED, UNREINFORCED, V m j � e #3 STIRRUPS DESIGN WIND PRESSURES: a -- SLAB EDGE. m Ir +32.8 PSF 40.7 PS;F I trnr w �N I A III { li r11 Cl < 'A" E ANSION J N Ilk i y r I' 5 ENTRY n BOND REAKER A ' - -milli- INTERIOR, NON LOAD gI Y BEARING, BREAK—AWAY �Gl tsar au L. +13. ' NAW a 6 I lgf , L- 12"w x 16' d CMU/CONCRETE 1 SiM1W2 WALL SYSTEM � - -- oxwx EL. +VARIES BEAM ABOVE w/ 3-#5 TOP OF GRA E BEAM v r P ¢ 1 1 �' - t•, - TOP 0�' F SLAB 5 i 111P r �' i AND 3 #b BOTTOM w/ j V\� r"'p � el •. •a NAW (EL +14.16' TO EL +14.83' ) m R (J ( I g #3 STIRRUPS O 8" O.C. �1: 0 INC SLOPE 2" 12"w x 2 d ONCRETE UNREINFORCED 4" CONCRETE SLAB ON a IP I Ili �. I T j�� STH 1 BEAM A VE w - GRADE OVER 6 MIL VAPOR BARRIER, z III I l 16 x16" CONCRETE COLUMN 12"w x 24'd CMUI,/CONC I _ 3-#5 OP AND OVER TERMITE TREATED COMPACTED 5 • .. 2—#5I (` a FILL. SAWCUT SLAB ON GRADE I �y1 XI I 91 1 L11, FA,' CE, 3 #6 WRTIC H.O.ACH //` ANDM3A#5 BO DAA W/ -----47� I = # STIRRUPS w/ \ 1 m ,o .1 ON A 5'-0" x 5'-0" GRID � go >t W p fil Ih c __ 2 / #3 STIRRUPS O B, O.C. - 8•• O.C. 'I i + . } C 0 L 1 EL. +12.17' NAVD ,i l�r4 TYPICAL U E DETAIL 9/S-12 { - - C7 m�0i G1 ' t � ya BTM OF GRADE BEAM iiia F I� -- -- - e 11 - m - � EL +n.5o NAW ` 4 ; I r3ILL JillIL 11 u�l �, Ii I �I 'llI ; 1 OPE I1NG,WS ECDETAIL .BW.. 1- F VERT OPENINGL EACH SIE �- cauxx COLUMN M 2CRICRETE EL. +11.83' NAW ------ PLAN FOR GF"XDE BEAM.CONCRETE E CAP W y i 1 A TOP OF PILE Z 1 1/S-7. SIMILAR 1/3-7. SIMILAR VERTICAL EACH WAGE, SECTION 3/S-2 3 0 TYPICAL 5 LOCATIONS 2 6' x2'-6"x2' 0"tl LOCAs ONS COLUMN PILECAP w/ 3—#5 JI f 1 1„ I r I I . LAYOUT 8 13'-7" 13'-7" 12 2" 6 SEE DETAIL 10/9-2 EACH WAY 1'-4" 16"0 AUGER CAST J J IV r PILE PER DETAIL 2' x8 ' P.T. SYP Not PLATE ¢ ll.l u 4 28' 6" 12'-0" 2'-6" W 1 i FOR L SEE PLAN IN r N II h { NOTE: 8" CMU "BREAK-AWAY" / /s'I z 10" HOT DIPPED W f14r 1 I FOR LOCATION WALL DESIGN IS BASED UPON THE GALVANIZED ANCHOR BOLTS } O . qI � I III I q tl FEMA 9-99 TECHNICAL BULLETIN TYPICAL BREAK— AWAY WALL DETAIL W/ 7'x2"x'/°" PLATE WASHER - 0 Q Z it GARAGE HOUSE LOWER WALL REINFORCING PLAN AND IS ADJUSTED FOR THE REQUIRED 1 O 24" D.C. = 31 ¢ + " 120 MPH WIND LOAD AS PER THE DETAIL - py �I I11 SCALE: / = 1'-0" FLORIDA BUILDING CODE 2007 12"x16" ARCHED CONCRETE W a c° BEAM w/ 3-#5 TOP OI Y S-6 SCALE: 3/$' - V-0" GL- INDICATES B" CMU GARAGE LINTEL AND 3-#5 BOTTOM w/ Q al ! I BEAM AS PER DETAILS ON SHEET S-6 BRACE BOTTOM CHORDS OF 3 STIRRUPS O 8" 0 C Lu 12"x2$" CMU OPEN # 11 GBM- PRE-ENGINEERED FLOOR TRUSSES BOTTOM LINTEL BLOCK ARCH EACH Q { II INDICATES GARAGE CONCRETE BEAM w 1"x4" SYP No.2 LATERAL END 1 i1 1 AS PER DETAILS ON SHEET S-6 / TIE BFCAM W/ 2-#5 TOP U° m . LL F BRACES O 48" O.C. FASTEN w/ CONTINUOUS qq�y11'' Yy1,11{ I C1 INDICATES CONCRETE COLUMN AS 2pcs 1Od COMMON WIRE NAILS AT f �ifffl ' PER STRUCTURAL SHEET S-2 EACH TRUSS INTERSTECTION #3 STIRRUPS p �I {x' BALLOON FRAME FII r( r 1 , UPPER 8" CMU M1'ALL w/ of ? O B" D.C. GBM-1 r1 o 4 (N UPPER 8" CMU WALL w/ 1 1—#5 VERTICAL 0 37 O.C. "I 17 PRECAST 12"X16" ARCHED 1 N ! i I r 7 CEDAR SHAKE SIDING 1-#5 VERTICAL O 40" O.C. CEDAR SHAKE SIDING jl AS PER ARCHITECTURAL ' (CENTER IN CELL). GROUT AS PER ARCHITECTURAL (CENTER IN CELL). GROUT CONTINUOUS O 3- 5 CELL SOLID w/ 31000 PSI coNnNuou CONCRETE BEAM 1.1 FIT PLANS AND SECTIONS I CELL SOLID w/ 3000 psi PLANS AND SECTIONS CONCRETE GROUT r{ `IIy ICONCRETE GROUT GL-1 6 DETAIL ( � lt I III 1-#5x48" VERTICAL DOWEL 1 ROW 10d RING SHANK COMMON 1-#5x48" VERTICAL DOWEL I! 1 ROW 10d RING SHANK COMMON xI}P I� ® 40" O.C., ALIGNED w/ WIRE NAILS O 4" O.C. O 32" O.C., ALIGNED w/ WIRE NAILS O 4" O.C. 12•X24 • CMU OPEN BOTTOM 5-6 SCALE: °/" = V-0" 111, fl y UPPER e" CMI WALL II LINTEL BLOCK TIE— BEAneS UPPER 8" CMU WALL 1 REINFORCING /a SIURDI-FLOOR SUB FLOOR PLYWOOD REINFORCING ( '/a" S7DRD1-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD I SHEATHING. GLUE- AND FASTEN TO WOOD TRUSSES w 10d RING SHANK COMMON WRE DETAIL lit 'I'�( , I FLARED SHAKE SIDING AS PER 4 - / FLARED SHAKE SIDING AS PER I TRUSSES w/ 10d RING SHANK COMMON WIRE 4 ARCHITECTURAL PLANS NAILS O 4" O.C. EDGES AND 6" O.C. FIELD ARCHITECTURAL PLANS - NAILS O 4" D.C. EDGES AND 6" O.C. FIELD 5 22 NAVD 12 2 " CONCRETE s G +�( _ I,t I" EL. +25.22' NAVD YF --- - - -- - ^ I~ EL TOP O ply pgCH TOPEL OF 16"x24"x24 N]MUT iif - ---� - ^ TOP OF S-6 SCALE:2"x'" ^P.T 1SYP No.2 PLATE #3 STIRRUPS O BOMOC yI g TOP OF 16"x24 CMU 111 � II I� 4 sl '.' CONGRETE LINTEL BEAM f CONCRETE LINTEL BEAM / w/ /¢ 0 x 4b" HOT DIPPED z F- IS 'y "� �/ `a "y GALVANIZED ANCHOR BOLTS g i r t I i W/ 2' x2"x'/y' PLATE WASHER CAMBER +%" $ r O y � P � 1 1 1 h f O 24" O.G AT MIDSPAN 1'-0" �QfJ s 1"x4" P.T. SYP No.2 LATERAL BRACING 12"x1� ' CMU OPEN LU II 16" SYSTEM 42 PRE-EINGINEERED FLOOR BOTTOM LINTEL BLOCK 0 Dom , I R 11.k EL +23. 2' NAW EL. +23.22' NAW O 48" O.C., FASTEN w/ 2-10d COMMON WIRE GBM-2 1 gy TRUSS O 16" O.G TIE BEAM W/ 3-#5 TOP m Z o I , BOTTOM OF 16 '%24" CMU BOTTOM OF 16"x24" 'MU NAILS AT EACH FLOOR TRUSS INTERSECTION CONTINUOUS 12��X24" LONG— SPAN i) CONCRETE LINTEL BEAM ipc SIMPSON THA422 ADJUSTABLE TRUSS CONCRETE LINTEL BEAM 16" SYSTEM 42 PRE-EINGINEERED FLOOR HANGER. FASTEN w/ 6-16d COMMON ARESS 0ONCRETE BEAM 12"w x 24'd CMU/CONCRETE I . NAILS INTO TRUSS AND 20-10d COMMON 12"w x .24"tl CMU/CONCRETE TRU "ll 46" O.C.O #3 STdD.C. III ; }I ( : r OPEN BOTTOM LINTEL BLOCK/PRECAST ) WIRE NAILS INTO LEDGER OPEN BOTTOM LINTEL BLOCK/PRECAST SINGLE 2"x8" P:T. SYP No.2 LEDGER w/ ® 8" D.C. DETAIL ONnwN Sr. rFK 1� LINTEL TIE BEAM w/ 2 #5 TOP LINTEL TE BEAM w/ 2—#5 TOP li %"0x10" HOT PIPPED GALVANIZED ANCHOR < ? 12" PIRECAST 7 I� UI DOUBLE 2"x10" P.T. SYP Not LEDGER- w/ cxEcxED Br. AND 3 #5 BOTTOM w/ #3 y AND 3-#5 BOTTOM w/ #3 BOLTS w/ Y0 WASHERS O 16" O.C., STAGGERED 1-' A"0x10" HOT DIPPED GALVANIZED ANCHORw I ' STIRRUPS O 8" O.C. LINTEL w 3- 5 S-6 SCALE: °/a" = 1'-0" SIE BOLTS w/ 2"0 WASHERS O 16" O.C., STAGGERED `STIRRUPS C 8 O.C.OC. CONTryNUOU? BLpG PERMIT iDrztlti NN 4 16"zi6 CONCRETE GL-2 I I' h II 18"x18' CONCRETE COLUMN BELOW 114'=1'-0' COLUMN BELOW I ' III PERPENDICULAR FLOOR TRUSS PARALLEL FLOOR TRUSS 12"X16" CMU OPEN BOTTOM '- TM�EP' INJJOE3moEoro FLORIIAWAI STRik 4IUDE 3 rLoxron3ESL ,o3Num3EX. i RE IIIN MIND SE ERER INGSsLdd ME DESIGNED IN 0 E11D9$ hI I III Ilii+ CONNECTION AT 12°x24" CMU TIE BEAM CONNECTION AT 12"x24" CMU TIE BEAM LINTEL BLOCK TIE BEAM Ills XEOI6MWISE7-V Vill°rs*E DEMNINDSFR91.1 E an1rzo11 l i 1 L - THA422 E;-.6 SECTION _D _ 556 DETAIL _D , TM �INIMAINDSPEMN12 DE5DxL01�iDN3DILMxCB sLV:NP3 WIIT1UMDV EMNOLMSA IATED PNcxo NOCRIORA . 1 2 SECTION 3 wac xD nOwxx . NR pPRNC ARE I NIS MD Ci MKING ill SEEN SEIECIED AND THEIR USE , hl Ix 1! I 'h II S-6 SCALE: 3/a 1 '-0" a IxNTHE OESIcx.VgsFRI,iGPORRUiLOCNMNCE wxsoUU FOAAWNw�m,aam W1fXSELTCNSCf T1ENINIMUMCE3Ki.'LN➢SFOPBUILDMIDBPND R1,lREN RPE.SA9S OIXER SINMIJ A4MIENED IN HTE3. M 1 k I I .r '1 1 NR r Nli if s,xYr- k OPENINGS TO 4'-0" WIDE, 1 #5 VERTICALtl - 1 PROVIDE 1-#5 VERTICAL O 40" OC , ryryry 3'+ 1 1,110 CENTERED IN FIRST CELL SEE PLANT i{( 8" CMU WALL w/ 1-#5 -1 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1—h5 VERTICAL EACH B" CMU WIN w/ 1 #5 1 EACH SIDE OF OPENING @@ r" VERTICAL IN CONCRETE SIDE OF OPENING SIDE OF OPENING, SIDE OF OPENING, VERTICAL IN CONCRETE j I' r 1 FILLED CELLS 0 40' O.C. SEE DETAIL 1/5-7 SEE DETAIL 1/S 7 SEE DETAIL 1/S 7 FILLED CELLS 0 40" O.C. _ ___-�.:-- _ -__... =1-- 5 VERTICAL IN FIRST 1 u 1-#5 VERTICAL IN ;� --.�— - " - RooL sou PMExr r CELL, 1- 5 VERTICAL �' SO EACH CORNER, x— # t TYPICAL I >� � _ 11 £4\_ ' T SECOND CELL AT / , I. 4 ) '� � CORNER. 8" CMU WALL w1—#5R WINDOW/DOOR No. 2•x8" " P.T. : t ^ , O � I THIS CNot 'BUCK" tl ,{ f 2-#5 VERTICAL, ' . - I 040 OC �� �� L 3 � � �A _,/f�F L HE r` U FIRST TWO CELLS r �.� �1 "titi , L 3 3 FILLED CELLS ROUGH OP -0 MAX., EACH SIDE OF GOND 1 colo z CDxoa 1 e• •.x11 6 #II - - --__ ��- .may y,W- RETE ENING UP TO 4' I tr B - Brif 1 ^ 1 _ - exun� .e°` SEE PLAN VERTICAL IN CONCRETE " �" �' STRUCTURAL MULL PLAN VIEW AT TYPICAL 8" CMU WALL rk Dill F DETAIL 4/S 7I i... 2 I . 6 mlcu ~, Eauly L II '-w IWN1Noow sYswiEM WINDOW/DOOR OPENING UP TO 4'-0" WIDE e z 1 OPENING SEE ddd 8 �� �I { �� — UP TO 10'-0" WALL HT. $ 1 1 r1- (_ ( aam i '• 1-#5 VERTICAL FIRST + '1 JI11 i t TfF I - II ili OVERHEAD GARAGE DOOR Ica ' K CELL, 2 #5 VERTICAL 1 - 1I ONECAR DESIGN WIND PRESSURES: o 1 = q SECOND CEL EACH DETAIL44 1 S SIDE OF OPENING, GARAGE GUEST ',. � S-7 SCALE: °/x" A 1•_O•' • 3,_ t_ m — +32.8 PSF -40.7 PSF BEDROOM-2 Q SEE DETAIL 3/S-7 �^ '� Y ^ 6 2-#5 VERTICAL i_ u a ( -=-- A s '-2- 5 R L IN FIRST i I - O FIRST TWO CELLS "' FRAME IN a � ' -VELL, 1 VERTICAL 1 2-#5 VERTICAL, OPENINGS TO 5-4" WIDE, Y. s EACH SIDE OF - 1 I 'I ELEVATOR WALLS N \� 1 /` IN MIDDLE CELL, AND FIRST TWO CELLS # # OPENING SEE i 2"x6' SPF No.2 ) 51 THREADED ROD ICAC IN THIRD - EACH SIDE OF CENTERED IN SCELL,TIFIRST 0 40RTIO.CL (.7 q r., 2-#5 VERTI - y1' DETAIL 4/S 7 STUDS 012" O.C. ( UPLIFT CONNECTOR ROD / CELL AT THIS CORNER _ _ OPENING, SEE TWO CELLB EACH SIDE OF SEE PLAN 1 ii --- = EACH END OF WALL i r M_ DETAIL 4/S-7 OPENING f: THROUGH WALL Ii 4Pcs 2' x6" SPF No.. I. , GAME ROOM nr Z' 1 :'I DRYER DUCT r OS FR A .._ - 2 STRUCTURAL MULLS t7 7 I � � � � � BEARIN ABOVE � I) I T_ ISTU "r' _ -a- T �— �� 1 � � Irii*eR -„ 1 -1 I I i I . INTEGRAL w/ n _ n c. I o p w rwsxsl nce<aa 4, ? ``,,•F,; I.I'' 1 - WINDOW SYSTEM III'; FASTEN INTERIOR c ! I L�. l ( "" �R ipc 2"x8"I ^ "• i ': . BEARING WALL TO m 3 5'x5 5" 2 0E Ei v R EI t"' P T ` I 8' CMU WALL, SEE PARA AM PSL -__4 cs x6' SPF w� pAh{-p "I WHET J Y p I CMU WALL w/ 1-#5 WINDOW/DOOR 5� Q DETAIL 4/S-B „ MUD.ROOM POST s` x CLOSET i'IM STUDS s ° °/ THREADED I -1 esE 'w`r°al�- �`"' y� ll ( �., VERTICAL IN CONCRETE /D No.2 "BUCK" Ih' ' ( _ • n LIFT CONNECTOR D h ( : ( �mI FILLED CELLS 0 40" O.C. 1 ^I a"x12" CMU` w/ 5 '"" l ------ EACH SIDE OF OPENI V' 2 #5 VERTICAL, ROUGH OPENING UP TO 5'-4" MAX., 2-#5 VERTICAL EACH L _ 1 - o. --- :.. ,. 2-#5 VERTICAL. 8" CMU CORNER' 1 FIRST TWO CELLS SEE PLAN 1 SIDE OF OPENING 1 c 2"x4' S FRAME TERIOiR tT M' r FIRST TWO CELL_5 COLUMN, S 7 EACH SIDE OF T PLAN VIEW AT TYPICAL 8" CMU WALL •< a M. vnl END 4 EACH SIDE OF DETAIL 6/Sf7 '""' OPENING, SEE 1 � Sm No.2 STUDS EARING W / HALL _ \ OPENING, SEE DETAIL 4/S-7 os E 1 ^I 1-EACHROORaLER, ENTRY it �+� FOYER FROM BEAM 2"x4" SPF o.2 (zA1.7Txl6.G' LOSE DETAIL 4/S-7 rr W NDOW�DOOR OPENING UP TO 5-4° WIDE x� a N 1 B A TNG ABOVE sTuos ® 1z ac - MlaxaAM L`A , � I -- UP TO 10'-0" WALL HT. UI " (TYPICAL) -_— (3)2_"10• (2)2". W6H Ro(IR BEIM Ytl __ CWMEIg 1 . 4• _ — __ _ ______ CONCRETE PLACED IN CANTILEVERED !+ y1 " ' ino eAn wD °�.EAAI:R• 'aiwn - -- —^� - JM-e BALCONY BEAMS ALL CONTAIN DCI-S �I =I i s '06sa, �Dr I . _ ��L,I �- sir 2-#5 VERTICAL , p@ +' 4 '' CORROSION INHIBIT R, AS MANUFACTURED 2 DETAIL I L'iI WALK-IN ...-. ME_C_HANICAL _-� FSTORAG �i _. # i � - '' L I = Z ' L i BTM 1— 5 VERTICAL EACH : ' elM IN THIS CORNER . '°i'°� BY W.R. GRACE & CO. THE DESIGN MIX 5-7 SCALE: °/. = 1'-0",il5 • b a„ III. . " . . .I FRAME INTERIO\ ...�I 1-- LOSET I � III _. .. _ SUMMER SIDE OF OPENING, & S'. I r' SHALL BE PROPORTIONED TO FBE a " Ip L ' '+ L' STRUCTURAL MULL I1 BEARING WALL w/ s 'IL -- FRAME lEriRIOR 'KITCHEN - - SEE DETAIL 1/S-7 _�ffi. @I 1 i , i COMPATABLE WITH !THIS ADMIXTURE OPENINGS TO e'-0" WIDE, w� W INTEGRAL w/ 2"x6" SPF No.2 /e"0 FADED .—, - - Oil= - _ F' WI1FH RESPECT TO CEMENT CONTENT, PROVIDE 1-#5 VERTICAL 1_#5 VERTICAL ° N }IE D UPLIFTI uxex An.Lx _BEARIN O L-, I ,__ I x„�,u COVERED LANAI m 81 �1 FON 1 , CONTENT. OTH R ADMIXTURES, ETC. CENTERED IN FIRST CELL. 0 qp" OC WINDOW SYSTEM '� STUDS 2" O.C. Ol_- { � (( ' CMU WALL w1 - 5 x - -. /^ __ ¢� k §�4 t _ AIR C ONNECTOR , .. � 2"x6" S o.2 1 wRDDD �• ATER-GEMENT RATIIO 2- 5 VERTICAL IN SECOND m — a- STUDS 1O.C. ' ' ..8' F ' CELL EACH OF SEE PLAN MAXIMHM-W T 1-#5 VERTICAL ( GUEST / # ' �> SHA t-BE 656 CH SIDE RTCAL. IN CON / I� x OPENING ly FIRST TWO CELLS BEDROOM-1 BATH-1 FASTEN INTER GR FILLED CELLS 0 �g•- � G w �• ` I ZI ,SLR , l ' EACH SIDE OF OPENING. - 7 AL'L _ _ aT i �1... �� _ I ( 4 ' FIRE P ( l i SEE DETAIL 2/S-7 � .. _7 B ARING, W TO 5 VERTICALI'AITC � t �L •{ - swwsuele `y �^I a R._ ! I,,. n p III t tl•j I� �—III or, 8"TA`AU4AL8. EEILAS TH131N TIRSECILI 7�ON �°`° PJ`_ -.L _ O'I II ; _ I T.... �nY1 , 11 srm . cm @«xle gL --y_- ___ r wx � me==�� °• .. � VERTICAL CMU WALLCO/CRE E ,- WINDOW/DOOR No.2ipc 2"BUCK" P.T. Z I .II-I=C2 = BM-1 C2 I. )+ U �p, ' r1 (I -C IMn 3 Ir FILLED CELLS 0 40" O.G ROUGH OPENING UP TO 6'-O" MAX.,M. 1 . a �: z-is 6TM O .;�T ,I ., I. 1-EnCMRcoRNER ' _ ' ,� , --- , B L -SOUTH - t �� l i "}"BH POOL cm 4 1 WFC VERTICALS AND ! PLAN VIEW ATGTYPICAL 8" CMU WALL J EE PLAN � I (TYPICAL) - - ENrRY _ / Hor ue _ —1 s E IEES 0 8" Oc. WINDOW/DOOR OPENING UP TO 8'-0" WIDE uj O_ r .... �-�— (TYPICAL 3 LOCATIONS) _.._J UP TO 10'-0" WALL HT. w Ul a I / # IDE OF 01 / 'i _ THIS5CO NERAL —..__ r- J W I f 1 10"x10• CONCRETE COLUMN 8" CMU WALL w 1 5 1 VERTCA ACH 8"x12" CMU w ,{ II VERTICAL IN CONCRETE J . I r FILLED CELLS 0 40" O.C. EEDETAIt 1 S-7 -- " H J 2 #5 VE TICA _ EACHSEE DETAIL 2/l ". sxlrxc+w wML PNN'ER SHOWED�SIDE OF 0 3ENING, _ S37 DETAIL 1 -O ' 1 _ LI -- � OPENINGS TO 16' O" WIDE, ^ � �1r 1 � I { x131 LI PROVIDE 2-#5 VERTICAL IN 1 #5 VERTICAL TTIp p11 p /� FIRST CELL, 2-#5 VERTICAL 0 40" OC , I. I { ), NOTE: SEE ARCHITECTURAL PLANS FIRST LEVEL O CMU WALL REINFORCING PLAN NOTE: INTEGRATED STRUCTURAL MULLS IN SECOND CELL, EACH SIDE SEE PLAN AND WINDOW/DOOR MANUFACTURERS / ARE WITHIN THE WINDOW SYSTEM AND OF OPENING 9 Is SCALE: 1 a• 1' 0• ARE THE RESPONSIBILITY OF THE 1 REQUIREMENTS FOR ACTUAL ROUGH 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ WINDOW MANUFACTURER FOR CONFORMANCE nL ( ; 11I ' T II . OPENING DIMENSIONS. NOMINAL DBL 2"x4" SYP N®,2 TOP PLATE, 2"xa" SPF No.2 STUDS WITH WINDOW/DOOR DESIGN PRESSURES 1 I': DIMENSIONS SHOWN FOR GENERAL 0 12" O.C.. AND 72"x4" P.T. SYP No.2 BOTTOM PLATE, OR Itl �{ ` ' LAYOUT. DBL 2"x6" SYP N0.2 TOP PLATE, 2"x6' SPF No.2 STUDS B" CMU WALL w/ 1 -#5 No 2"x8" " P.1f. W� I' . Y 1T r O 12' D.C., AND Q"x6" P.T. SYP No.2 BOTTOM PLATE. U.N.O. 4-#5 VERTICAL w/ VERTICAL IN CONCRETE WINDOW/DOOR No.2 "BUCK" I FRAMING NOTE: GENERAL 2) ALL FLOOR HEADER BEAMS SHALL BE SYP NO.2 AS INDICATED #3 TIES 0 8" O.C. 7% FILLED CELLS 0 40 O.C. ROUGH OPENING UP TO 16'-0" MAX.. CONTRACTOR TO COORDINATE 3) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS 2"x8' P.T. SYP No.2 SEE PLAN P a { LOCATION OF FRAMING MEMBERS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. WINDOW "BUCK" " III' Il WITH HVAC DUCT WORK AND - . • • �T PLAN VIEW AT TYPICAL 8" CMU WALL ti.. 4? ELECTRICAL FIXTURE LOCATIONS INDICATES TIMBER FRAMED • INDICATES SIMPSON HTT22 '� I VAIN DQW/DOOR OPENING UP TO 16'-0" WIDE U � F ' EXTERIOR BEARING WALL — III ` I: It I x INDICATES 1Pc SIMPSON HTS24 r - 2-#5 VERTICAL IN - W m ow fl UP TO 10'-0" WALL HT. (( 1 NOTE: SPLICE ALL MULTI-PLY INDICATES TIMBER FRAMED TWISTED STRAP EACH CELL .` R z o u. i MICROLAM LVL FLOOR INTERIOR BEARING WALL C4 6" DETAIL 0 it BEAMS/HEADERS TOGETHER w/ • INDICATES Ol THREADED ROD _� 4 5 O z z 4 I - 6 ROWS 16d COMMON WIRE __ INDICATES HEADER BEAM I— CUT THIS CMU _ Q != g z M I 8"x8" CONCRETE COLUMN BLOCK AS REQUIRED S-7 SCALE: °/' - 1'-0" J jQU NAILS 0 12" O.C., EACH LAYER �; INDICATES ®" CMU LINTEL BEAM SW- INDICATES '/z' COX PLYWOOD ® (J_ ON� 2"x8" P.T. SYP No g �j NOTE: SPLICE ALL MULTI-PLY AS PER DEITAILS ON SHEET 5-10 SHEARWALL. SEE SHEARWALL AT S - Lu J �+ � 6 M_ INDICATES CONCRETE BEAM AS PER SCHEDULE ON SHEET S-9 # w/ DOOR TEl INTERIOR N •y mO z O 1 g HEADERS TOGETHER w/ 4 ® 4- 5 VERTICAL ' ROWS 12d COMMON WIRE NAILS DETAILS ON SHEET S-11 INDICATES '/2• COX PLYWOOD #3 TES 0 8" O.C. I ! I 11'f II 0 12" O.0 EACH LAYER C2 INDICATES CONCRETE COLUMN AS CEILING DIAPHRAGM _ _ 1 t • I PER STRUCTURAL SHEET S-7 • - �,` I : `,• oRnwN 6v CCK 1 L 11 It tt { I GNFL!(E9 BY #5 VERTICAL IM THIS CORNER � 10" 1'-10'/2" Bu)G PERMIT1N21111 17 IiV, ty l� V- 101/9 T CMU Tj I n tINESERANSIAE GESIcxEDiOeEIw WURWICEwIrXrXESTANNADs R.oWORPFAI JOSxuM092. , I i , Y { II I Ill 10"x10° G'ONCRETE COLUMN 1 '- 101/ "x2'—O" 8" CMU CORNf R r EsrnsusreowsEcnoxmsa°mE"oRlwraMNwTRATrvEwDE. I al AT COVERED LANAI z. TPEMNNMnxD Fa6cEuacem+OsmrernsESENUOINGEDwrcrnnINGS loatrzott V H, 111 i 1 COLUMN AT GAME ROOM AHANORSECUONIRG"L'!$°IIP'c4°'TO WRHSiPNOIOrEIEIWIN0 LDW6A4E FOR°sacwlFll� GNGNO'. lye.. I. DETAIL WIIXAMINIM/UM MUSIC WIND SPEED OF 120 MPR. ISI„y 5 6 DETAIL 3 IEWMMNFNMMCMD°GxWO£ NSRErMMDTREIRIISE CHUSI(JPNER G.HATHE //�//� 1 f' INCEMCMIEO WN IRE DESIGN MD SPEGFIGTICNS INR2VPDPHCE CWSULTINGSrFDCrI ENGINEER \�� OFii 1. LE: 1'/ = 1' S-7 SCALE: 11/2” _ -0" MG§CEGAAVFNDE V 3GIF z wMH SECTION 6 OFTHE'MINIMUM DESIGN LOPDS FW&IluxNGS ASO JALNSONA_L9S CR FWRIOASIRA : I p I {II)r =,I . mxmsTwmuRES MENm+®IxrwrEs lwsl z+/•°Im PLP:E aeeeD I y I { i I I4 iO vW #3 TIES 3-#5 VERTICAL 1 e�'` a 8" 0 C EACH FACE Al 1 1 {'Ip 1-#5 VERTICAL FIRST- INSTALL 2pcs ORB" P.T. -1 2pcs SIMPSQN 1 -#5 VERTICALL FIRST -1 y • ro 1-#5 VERTICAL EACH B" Cl WALL w/ 1 #5 TWO CELS Til$ SVP NO.2 STUDS AT B" CMU CS16 STRAPS TWO CELLS THUS fid! I{rji ta�( SIDE OF OPENING, VERTICAL IN CONCRETE END OF WALL SEGIM WALL INTERSECTION. (TYPICAL) END OF WALL SEGMENT O j � Ely ]1It SEE DETAIL 1/5-7 FILLED CELLS ® 40" O.G ,_ �RTICAL EACH SEE DETAIL 3/5 e. 1-#3 VERTICAL EACH 1-#5 VERTICAL EACH C3 x • �� F 1-#5 VERTICAL IN ) SIDE OF OPENING. SIDE OF OPENING, SIOE OF OPENING, iB pjj'± �ij� ig r u EACH CORNER, SEE DETAIL 1/S-7 SW 2 W- SEE ETA 1/S-7 SEE DETAIL 1/S 7 '{lH!I - s I .: : • EACH1-#5 VERTICAL IN x i J (TYPICAL) 1 - L 8 L-6 EACH CORNER, Ia lfEe u yd 1i EE I I , + i 1j , ,I' L s L-s L s sw A C 8"x19" CONCRETE CORNER COLUMN PI"j I R113u 111t'P'I) '" ' 1 . � -'" nx _r igILI .. 1111waeaAMA, i �' n'2,, S - , - TQ __ . , ,� (TYPICAL) AT SECOND LEVEL BALCONY { I '. , s"rn°0rw STRUCTURAL MULL 3 ,.75"fT.USH RQ-RI McAMN Lw wsxvu ` � al.lr 1 AI v I ; xl d le esz -- - ` , _ n 4pcs 2"z4" SPF N0.2 STUDS _T wrv" INTEGRAL w/ DET L f IS PI' L. 1-#5 VERTICAL EACH _ _ _ ' - 1 SIDE OF OPENING, m o �,� - - PANTRY ✓ AT FLUSH FLOOR BEAM BEARING p } r � m '®' KITCHEN 2pcs 2!NxW P.T. Swsxuce WINDOW SYSTEM S-8 SCALE: 1 '/z = 1'-0" Z y pal L. p P SEE DETAIL 1 /S 7 1 BUTLERS " P YP No.2 -1 I . C 1- 5 VERTICAL FIRST ' t li pry' III 3 It II m # /z" COX PLYWOOD WALL E ( i+ s i fleRxw ---_ - - - 1wlcnL --- OPEN SECOND CELL, EACH INTER SHEATHING. FASTEN IL � 6 - 4, f STUDIO -----� _.. s vnu - _ FLATBEAME BEARING. STHISLEND -- IFAMILV 4 ,ii r d' A SIDE OF OPENING. B" CMU Ed COMMON WIRE NAILS � ` $ aw' Om E A WALL SYSTEM BALCONY 8 I rr _�_ p iHREp ED ROD -- ar u• v SEE DETAIL 3/S-7 ®NO" 8 D.C. FEND. ] rf m. mare .. HI (ROOM 1 �, I O I� 1 + V f rmlCnL ON ECTOR RO� is'.ntio Er J Y V _ 2-#5 VERTICAL. 11Ia L PANTRY „„ EACH ND WALL FIRST TWO CELLS a N SYP 1 B IIII m INSTALL '/z0 x B" HOT PLATES r `,+ , r` I cs 2"x6 SPF o.2 - ( ,tom THIS SIDE OF Ii UC II I B" CMU WALL w 1 ( 1 ,�g ) ! --- - DIPPED GALVANIZED ANC40R WINN CD � / #5 STUDS AT BEA BEA ING n r -� - Appy \/) + - -- OPENING, EE 8" I b gIryI VERTICAL IN CONCRETE ' m x """cs AND �i1 ^v" T� ' ! T (/ r { 1 .•� ,V, )S • Ei } ,�! FILLED CELLS 0 40" O.C. FRAMEJNTERL s"s"rvs w.no°e _1 ''- 1 "`111/l{� LLS IN GOND CELL Fx1EBLQ$ P 1 , j �� _. COVERED STRUCTURAL MU 1- 5 VERTICAL HEX NUTS ® 32"DETAIL Ill BOLTS wl 2"0 AO.C.RMA'% Z -- 3. x5. E ELEVATOR WALLS_W7 - � ._ ti� RLLIRST a BALCONY IIII i 1 SE C2 8"x B" CONCRETE COLUMN c5 " 0 UPLIFT CONNECTOR ROD - L CEL N0.7 r . INTEGRAL w/ WITHIN 8" CMU WALL SYSTEM 41r fMN IJ x6" S%F No.2 e,E rce 0 THREADED ROD - 2-#5 LTM i ' WINDOW SYSTEM') 1 RALLAM P IADO 1- 5 VERTICAL POSSTU S 12 O.C. / ) 1AND ( w/ 4-#5 VERTICALS AND d 11 . 7 1 } THIS WALL SEGMENT I �(IJ1J.5-M4.0-. 1. s 2 6 SPF EACH SBE OF OpF NING_ .m - IRD #3 TIES 0 B" O.C. . , L. AA11I 1 ( 'I ' -' _ D ausH Non eEAY o 2 STUDS { ... ] '' } CELL AT THIS COR ER. m RIp 1x1131 41,) :i I+ 2-#SID`S OFCOPEE NCG, ❑ L ----- -� -. .. . __ _"_morm pr�- ( REP ' III 2AT"FSPF LUSHNPLOBR 17 2"X6° SHEARWALL STUDS TO Ill (� STUDS 2- 5 VERTICAL, 2- 5 VERTICAL, C HBvsssa/u �_ y ( i THIS ALL FRAME 1NTE IDR # # 8"x8" CONCRETE COLUMN CONNECTION d a " �� 1 c 2 z8• PIT. SYP No.2 AND p• 1 f 1 Iq 1 'i1Q _ P BEAM BEARING FIRST TWO CELLS IqY. I ,'l III 1 fi BEARING WALLS w,( 'Ip r aicxb' - 1 c 2 z6" P.T. SYP N0.2 1 FIRST TWO CELLS DETAIL <� 2"x4" SPF N 2 0o p # EACH SIDE OF HIS SIDE OF 2 m �I m }II PLATE AT FI USH FLOOR 2- 5 VERTICALS OPENING, SEE ' ' I WPO ' 1 0 z 1 7s'.u.o" 1.9E - OPENING. SEE s ?z g STUDS 0 8' t .C. IIII O BEAM BEARING, THIS END THIS END OF I� -� DETAIL 7 _AND 5-8 SCALE: /." = 1'-0" ulcRauu ut WALL SEGMENT DETAIL 4/S 7 _ - DETAIL 4/S-8 I . 4"z4" T. SYP No.2 (2 VOO (z)z'.,N' RUSH 'U" eenu SEE DETAIL 5/S-8 -._ _ _ i.. ______ p-_p mss 1 `� EXTERIOR '/z" CDX PLYWOOD WALL B POS 0 LOFT ABOVE t Ww- +wa ss�sssms z'zz�zz 1 „ zs .Tie ate-= a • : 2�=..xrsex yreRdAMtve x7szx _ --. -„ C3 1i 1 - Bd SHEATHING. WIREENAILS $ z 111 _ sms Eza axe ams I NOR szs' LME L 9 11 I , 7 S 8" CMU / 1 -- z ' zcE xu e'.zo F' WALL SYSTEM i 2-#5 VERTICAL EACH J m D`DO`' 8 xi MU E1L5x EtOOR genu g 11 ® 3" O.C. EDGES q r J Ewsi noo L Au - - r- z #5 BTM 1 1 8"x19" CONCRETE COLUMN 71 + II SIDE OF OPENING, _. 2 L _ VERTICAL 1 AND 6" O.C. FIELD. x > d� � ' I' THIS WALL 3 5pcs 2'x4" SYP No.2 tm 'T ) # I FIRST 1W0 CElrt=T ` I . ,:, ' . '. ii w 3- 5 VERTICALS EACq{ I ,} r ( II 1 FACE AND 3 TIES 0 8" O.C., ' -. y # (z)2"x6" P.T. SYP NO.2 PLATES G� W ' 11,1 -1 STUDS AT FLUSH IIIIo�= BATH 2 z '" -- + II , it li f 2-#5 VERTICAL EACH ' 'j « FLOOR BE BEARING . o --- w THIS zIGE DF. 9P 7 1 -_..J I �s �' J p SEE DETAIL 1/5-8 AND INSTALL '/z0 x 8" HOT ��,// V IIry I " ; i" ' SIDE OF OPENING, �m - - ^ � s"0 -- -___ 8 ... � F SEE �RTAIC2/S-7 b �' ,._� COVERED �- ) - _„ i; m' �. OPEN / 1- 5 VERTICA RST R W �1 {, n s �I�I;� r �I, 11 r DETAIL 7 S-8 DIPPED GALVANIZED ANCHOR 1 f ii THIS WALL . I I• L fjNM� __--- n "M IU. DINING (1 BALCONY I' • # / 22 STUDY �' (L44'� I \ - T I L I � 1NIEL2 BOLTS w 20 WASHER AMD 4* a 217 . - '� , P � mI y '�$ L N01 6 TWO CELLS THIS HEX NUTS ® 32" O.C. MAM. II 1 Ilt III -• CTOR FRAME INTERIOR ] ��3 _ '� ,<,111 ENO OF WALL SEGMENT 61 ¢ AREA fr$ r ,{! • - Fn�1• 1 -#5 VERTICAL EACH Q-48-BIE. -..- BEARING ALL w/ r t -:. i '" .... 2pcs SIMPSQN III " Z 1 ' 4 Qm SIDE OF OPENING ' 2"z4" SPNo.2 t_a CS18tFTAP�' - III I � NOTE: 2"x6" SHEARWALL STUDS TO JQ jj ff LI' �"�. r 1 -#5 CAL6"I" 1. 1 }' } I' 2-#5 VERTICAL EACH SEE DETAIL 1/S 7 IIT STUDS ® 12" O.C. HIS INTERSECTION ( PICAL) CONTRACTOR MAY DRILL 4" a OESK .xsDwin. - _ 8" CMU WALL CONNECTION 7 SIDE OF OPENING, - I 1O"G' cudrrzpLAx ,gma -, _ L. AND EPDXY '/zyz8" HOT DIPPED It THIS WALL -it ---- - (372`x8" -_ _-- -- "" - GALVANIZED THREADED STUDS 3 DETAIL _ - „ - I nRCHm HEADER eEnu I _ r u 8 } (( -� w/ 2"0 WASHERS AND HEX ? g L 8 "�- I LJNUTS S-8 SCALE: °/a" 1= 1'-0" CO ,1 1-w sw t _ 8z12" CMU w/ ( i �_1 A 2j6 ani I +� e• pm C4 N LEU OF /AN HO BOLTSLLY FASTEN FIRST 2"x8" J UI f� t _ B'LL'0 �7{( 1 + 1-#5 VERTICAL R,INA ] Lf �� I�--. 2 f---- ! 2 THIS CORNER '" 17 "}' �'T ] � - Li �+ 2 WITHIN 8"N CMU WALLLU SYSTEM w/ 4-#5NVER VERTICALS AND OP.TB"SCMU WAIYP NO.2 S w/ FASTEN SECOND 2"x6" W O I lI #5TUD W �If. I III A : EACH CORNER. BALCONY NO 2 W I II (TYPICAL) 8 CMU WALL w/ 1 #5 w/ 4-#5 VERTICALS AND #3 TIES 0 8 O.C., 2 ROWS '/. 0x3'/ HIM J ? .. , } 1-#5 VERTICAL EACH I-...�_�� �� T -�_ ~�1 VERTICAL IN CONCRETE -1 3 TIES ® 8" O.C., SEE DETAIL 5/S-7 SPF N0.2 STUDS TO I SIDE OF OPENING, _ # TAPCONS 0 24" O.C. W Hill 4 SEE DETAIL 1 S-7 SEE DETAIL 2/S-8. EX j I / 1 5 VERTICAL FIRST TFIRST FIRST WIRE ROWS 2 r # ALL,2-il V FILLED CELLS ® 40" O.C. ei/ / I� I1i11 - ' CEL 2-#5 LL.VERTICALEACH CELL, NDC VERTICAL =,h ,111)1. II ! II{ '{ SECOND CEL EACH SECOND CELL, EACH _) - •• ® 12" D.C. 0 J � �} .]' il)} SIDE OF OPENING. SIDE OF OPENING (� ANNNj ,I Hy, _. 11 1 III ¢( I { SEE DETAIL 3/S-7/ SEE DETAIL 3/5-7 W 'II SECOND LEVEL 8" CMU WALL REINFORCING PLAN NOTE INTEGRATED STRUCTURAL MULLS B CMU B"<12" CMU w/ y ' �' NOTE: SEE ARCHITECTURAL PLANS - ARE WITHIN THE `MNDOW SYSTEM AND WALL SYSTEM INTERIOR 2 #5 VERTICA AND WINDOW/DOOR MANUFACTURERS SCALE: 1/4" = 1'-0" THIS CORNER ' REQUIREMENTS FOR ACTUAL ROUGH ARE THE RESPONSIBILITY OF THE 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ WINDOW MANUFACTURER FOR CONFORMANCE 2"X6" WALL STUDS TO I� • J 1 I4 II'' {I, OPENING DIMENSIONS. NOMINAL } ( I III LIV Ik .4` I DIMENSIONS SHOWN FOR GENERAL DBL 2 'x4" SYP Not TOP PLATE, 2"x4" SPF No.2 STUDS WITH WINDOW/DOOR DESIGN PRESSURES 8" CMU WALL CONNECTION LAYOUT 0 16 ' O.C., AND 2"x4" SYP No.2 BOTTOM PLATE, OR e Y • 6 �, 1, If r, k 1 I)M 1 DBL 2"x6" SYP No.2 TOIL PLATE, 2"z6" SPF III STUDS q DE TAIL 1 } ! a 16" OC., AND 2"x6" SYP No.2 BOTTOM PLATE. U.N.O. �16 ' u k li FRAMING NOTE GENERAL 2) ALL FLOOR HEADER BEAMS SHALL BE SYP III AS INDICATED S-8 SCALE' %x" 1'-0 1 1i9 {41 1 CONTRACTOR TO COORDINATE 3) ALL FLOOR BEAMS SHALL BE 2OE MICROLAM LVL BEAMS AS LOCATION OF FRAMING MEMBERS MANUFACTURED BY TRUE JOIST MOCMILLAN OR EQUAL 12" FASTEN 2x6" PIT. cN WITH HVAC DUCT WORK AND 19� SYP NO2 PLATE IfiI %If" I ELECTRICAL FIXTURE LOCATIONS. ® INDICATES TIMBER FRAMED • INDICATES SIMPSON H'R22 OR MGT TO B" CMU WALL w/ i 15 1 EXTERIOR BEARING WALL 12" u 2 ROWS '/ "0x3'/ " HWH 11 t o INDICATES ipc SIMPSON LTT20B FASTEN 2"x8" P.T. f I A r1 r, NOTE: SPLICE ALL MULTI-PLY -INDICATES TIMBER FRAMED �Z 1- fl � 4 SYP NO.2 PLATE TAP ONS 0 24" O.C. V p I } 4 ii I MICROLAM LVL FLOOR INTERIOR BEARING WALL X INDICATES RA SIMPSON HCOIL 11 " BEAMS/HEADERS TOGETHER w/ TWISTED STRAP OR CPS16 COIL STRAP 83 BENT BAa TO '/4"001/4" CMU WALL WH W u4 a { , 5 ROWS 16d COMMON WIRE ___= INDICATES HEADER BEAM s 2 ROWS '/"0x3'/" HWH m O L • INDICATES /"0 THREADED ROD TAPCONS ® 24" 0 C Q i uf. I' 11y ' y�, 1 NAILS 012" O.C., EACH LAYER piF lry ly IN x � 1 © INDICATES 8" CMU LINTEL BEAM SW- INDICATES '/z " COX PLYWOOD 8" CMU WALL SEGMENT I F g ' 11 AS PER DETAILS ON SHEET S-10 SHEARWALL, SEE SHEARWALL w/ 2-#5 VERTICAL INTERIOR 8"x12" CMU w/ QI � r0 q ' NOTE: SPLICE ALL MULTI-PLY SCHEDULE ON SHEET S-9 - STAIR -- - 2-#5 VERTICAL J < u HEADERS TOGETHER w 4 INDICATES CONCRCTE BEAM AS PER IN EACH CELL _ #3 BENT BARS INTO # _ } ) / DETAILS ON SHEET S-11 _ I,. THIS CORNER J n I. I } ROWS 12d COMMON WIRE NAILS INDICATES ''/z" CDX PLYWOOD N RI , I e" CMU WALL SEGMENT ' PP� I /z" CDX PLYWOOD WALL 8"x19" CONCRETE COLUMN 8' CIN W � O � 5y4 &'Ii r }I j I, ® 12" D.C., EACH LAYER C3 INDICATES CONCRETE COLUMN AS CEILING DIAPHRAGM 8" CMU SHEATHING. FASTEN w/ w/ 3-#5 VERTICALS EACH ® 24" D.C. WALL SYSTEM Y 1-#5 VERTICAL m 8o { 1 PER STRUCTURAL SHEET 5 8 w I 1 AT INTERSECTION WALL SYSTEM 8d COMMON WIRE NAILS FACE AND #3 TIES ® 8" 0.6 n ® 3" D.C. EDGES y I� I 1 t AND 6 ' O.C. FIELD. s FLUSH BEAM BEARING D I I -. . SECOND LEVEL � I 1 I, I 1) d, y ipc SIMPSON HTT22 1pc SIMPSON LTT20B FASTEN 2"x10" WALL FRAMING 5 DETAIL CCK I�I EI �... HOLD DOWN w/ 26-16d ALL DRILLED AND EPDXIED . HOLD DOWN w/ 10-16tl - TO 8" CMU WALL SYSTEM w/ I cxea.En sr " OU 111 COMMON WIRE NAILS DOWELS SHALL BE INSTALLED y I SECURE VERTICAL 3/4" O ff WITH SIMPSON STRONG-TIE COMMON WIRE NAILS 2-#5 VERTICAL EACH CELL �0x6" HOT DIPPED GALVANIZED S-8 SCALE: = i'-0" mn IN FIRST TWO CELLS THIS THREADED STUDS w/ 2"0 WASHERS J- '-L LEG "x #3 BENT BARS BLDG PEFMIT 1ol21n1 "SET" TWO COMPONENT EPDXY EXTERIOR TO 8"x19' CONCRETE 117 DRILL 5 - A " AD EPDXY ADHESIVE OR EQUAL. DRILL 6" AND EPDXY END OF WALL SEGMENT AND HEX NUTS 0 32" O.C., scue 114._y.p. yy ° "0z12" THREADED ROD, + COLUMN #3 TIES w/ O INSTALLATION SHALL BE /z"0x8" THREADED ROD, VERTICALLY. DRILL 4" AND EPDXY. TIE WIRE Ip 11 } WASHER, AND HEX NUT IN ACCORDANCE WITH THE WASHER, AND HEX NUT ESTABLISHED IN sscnoN msaem RCWWA➢MN141MT DONE INTO 8" CMU WALL BELOW MANUFACTURERS INSTRUCTIONS. INTO EXISTING 8" CMU 2"X10" SHEARWALL STUDS TO 8"x19" CONCRETE COSI + rxESE PuruuaEceslr*eoroeemcouxuDOswlmrxesrrrowoa eroxlwsEu eNN xuussx EltaaS ! STEMWALL BELow. UMN TO _ xWHERENOIR iN0.'c PESlsr ! RESIGNED PLILDINME xEVlsah. iNR,12,111 } ' ° - __ 8" CMU WALL CONNECTION 8" CMU WALL CONNIECTIONWITH �2` ITT24B. AND o RatRUM'M WITHSTAND WEm NLCILPDOARM N WlG 1p: - mrxn MulMMMvsmvnxosaEEDaE+m Max. e SIMPSON HTT22 SIMPSON LTT20B 6 DETAIL 7aurorva Da ml ve ae rvs¢ec muu ox a als ovnexcx Txe RAORMATED mmo O4E DERM AND SEE(IHCANK)Na IN. 'AWCE CCNsurnxc9lRUCT)WINNINEER I1 TENSION TIE HOLD DOWN TENSION TIE HOLD DOWN S-8 SCAILE: s/" = 1'-0" S-B SCALE %x" 1,"-0" w EmlOxea tre••xw MNaux LOADSaORa IwN s N N somu€ ENO nnoR�o m OTHER TMCNRES MENTIONED IN NOTE z Imel III it RE a•ID I xrwy .y.1 rM'h�prlJij+p•.v P : 1 I. . Ill V BALLOON FRAME EXTERIORCHIMNEY WALL w/ 2 2'x6" SPF N0.2 FULL NTHT_. STUDSO.C. 1 a .+ 1 2pGs s1MPsbN cs16 -1 SHEARWALL SPECIFICATIONS � ��i x d1 x 1 %NO THREADED ROD :COIL STRAPS AT EACH (� 1 1 °` r ,` I -1 2pcs SIMPSON C516 UPLIFT CONNECTOR BALLOON AME w/ "x8" SPF NO.2 END OF PLYWOOD SW-1 INSTALL 14 " COX PLYWOOD SHEARWALL SHEATHING OVER COIL STRAPS AT EACH RODS ® 48' O.C. S DS ® 1 O.C. SHEARWALL SEGMENT 2'x6" SPF No.2 STUDS AND FASTEN WITH Btl COMMON WIRE � � 1 s NAILS ® 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF 1 1` END OF PLYWOOD 3pcs 2x6 SPF N0.2 /s 0 THREADED ROD No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE 1��� .. ^ HE SEGMENT STUDS AS KING OST SHEARWALL REACTION CONNECTOR . r } ° _. -- ""- """"- -- - - CONNECTOR EACH END PIECE ill DIAMETER ALL THREAD REACTION 6 t d 1i w jf SW_1 ROD AT EACH END OF SHEARWALL SEGMENT. `< 3 cs 2"x4" O FwE -- SW-1 - - - OF SHEARWALL SEGMENT 'E �j- �'s u, It --- _ ---- ; o ,-_ p SW-1 W O L J OpLXax' -''' SW-2 INSTALL '/z � COX PLYWOOD SHEARWALL SHEATHING OVER { z z •10" Pi 2"x4 /2' x6" STUDS AND FASTEN WITH Btl COMMON WIRE t I NAILS 0 3 ' D.C. EDGES AND 6' O.C. FIELD INSTALL SPF RaN�EgRlxpwl-ii ..'' I' i �'i'..BALLOD� AME STUDS AS r " a) `"¢'XVI a -nr c --1- Jy t MNEY LL w o u nT " No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO SIPF 2 STUDS c a , L o i AS; VALL POST 3 cs 2"x4 SP NO.2 I 11 M z . TY AL `" PIECES SIMPSON C516 FLAT STRAPS AT EACH END OF ¢ m SIMPSON C516 ( ) V /LEY POS SHEARWALL SEGMENT. O DO - COIL STRAP \ ' -14 SEE DET 5 S 3 LL ® ® 32" O C '- i7 ` CHI / \ TYPIC ) '^ %NO THREADED ROD °m' a z t _ PBS \�' 2"x4" SW .2 FULL UPLIFT CONNECTOR SW-3 INSTALL '/P" COX PLYWOOD INTERIOR SHEARWALL SHEATHING Tw I Oo `G o ( i TPICAL T HT STUDS " ,B£ No WAIT OVER 2"x6 ' SPF No.2 STUDS AND FASTEN WITH Bid COMMON All " 1 L""" " NGMBEPAIH 11 Roos ® 46" O.C. HI$ OWNERS ---- ( _ WIRE NAILS ® 3" O.C. EDGES AND 6" D.C. FIELD. INSTALL m _ Q(� L m m BATH r� rl� I� Cj PF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL S a 0/9-0 THRE - I t;..✓r 3 O ONE PIECE % 0 DIAMETER ALL THREAD REACTION #4 FRAM Eyy CH WINDOW OPENING m /e ( m �x l' --- -t)PBFT CONN R ROD HIS io CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. ECs SAP N0.2 JACK {^-- IIspcs 2"x4" SPF N�0 2 -I� m O - ' z O axI Us EACH END F W ST L M - I R 1 STUD AN EIGHT 2"x10" SAP NO.2 UIL Ilam aOcu, STUDS .F �; - ill r I 1 - I ' ' FU EIGIF�T TUDS EACH 510E �'-•^"71 FRAME INTERI POST (TYPI AL) cs 2'x6 I. l 1 F N0. " �' ELEVATOR WA Wo- HER_ 1 -� OWNERS - SPF N0.2 '--" SW- REACTION CONNECTOR PLYWOOD OD SHEARWALL AS PER SCHEDULE V y 1 ' c SIMPSON SIDE x P AT EACH SIDE S S IS -- 2'x DS x6" dZ 3z I�� SUITE 2x6 • AMETEK ALL-THREAD +I ° OF TH WINDOW OPENING KIN S ',� STUDS ® 12" A•¢� 3pcs m INDICATES ONE PIECE /e DIIt m 1, T11 - 1pc 2"x 6"- SPF NO.2 JACK STUD IF I ' STUDS AS . w Z j 3pcs 2"z4"SP NOr2 AND 2 cs 2"z6" SPF N0.2 FULL �- E es 3 2"x6 SPF 0 2 P -10 "'OPEN" NPOST z ® - INDICATES THE NUMBER OF FULL HEIGHT 2' STUDS O _ P NO STUDS POST WINDOW OPENING. INSTALL FASTEN 2"x10' WALL FRAMING STUD AS'.. KI POST m HEIGHTS UDS EAC SIDE OF EACH SFU OF HE DOOR OR WI D ,., 11 I . I TO 8" CMU WALL SYSTEM w/ DIED ROD I" OPENING (TYPICAL)H.. PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. III ` _ - t_ _ SE DE 2 14 _.-_ BALCONY m uJ LL I p __ __ NNECiDR-ROD - -(TYPIC ,� NO m Nom= .W ,! 'I +/z 0x6" THREADED RODS w/ t~ -- ❑ ° J)2 (S)3•xs" (J)2'xe' -i (S 'uS mJ , 1 1 "`� _ -E " IDE OF OPENING ' 2pA 11 SPF N0.2 JACK STUDS s 1 SEE DETAIL 1/l FOR TYPICAL SHEATHING NAILING PATTERNS. 2"0 WASHERS AND HEX NUTS 1 / L I ---- s6aR5- 3x-+4o" I'1Fy,� AND 3 cs 2"x6" SPF NO 2 FULL " � I _ I 113 RRCALLY. I - � Wl 'h ® ' P I ( ( 2) PROVIDE A MINIMUM OF 2 STUD END POST AT THE END OF ALL II + I. . ® 32" O.C., VE y - 6 1 o ENM EACH oN 8 - �l HEIGHT STUDS EACH SIDE OF __ 1 SHEARWALL SEGMENTS. Q ^F { N I Ii i I . DRILL 4' AND EPDXY I J -__ LOFT ` !� -. c -__ _ -__ - ) NAILED m � � pr I- -- --- -,..DOOR bPENING s SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING ) II SEE DETAIL fi S 8 1 _ LAU \ ._ i we _ ^ 1 WALL UNLESS INTERSECTIONS ARE SOLID 2'x4" FRAMING NA a Y ,I SIMILAR i-" - J __ SITTING ---.. TOGETHER WITH 10d COMMON WIRE NAILS AT 4 MINIMUM. NDRY � F_ -.j 5--• �_, JulOEaw _ ��ITT SIMILAR .h • III 1i. BALLOON FRAMED -I-1-_� _ i _ N ,2 '• ^°"'"N cL TTING 72 , {v 3 a u 3 ?-i 1 -�' 17 BOUNDARY OF ROOF V III III I 8" CMU WALL SEGMENTS -..... _ -_ „ �-' - - --. .SR , FLOOR . . . . . . . . . . w/ 2-#5 VERTICALS 3 "^--. -- - m � SHEATHING, WAo3�g f€ i fl - ti i - _ ( -- �mq MGE HERS \ l(T 3pcs 2"x4' SPF N 2 ? hg m SHEATHING, OR WALL y Z �I N r 17 11 AM '- I m / xis illoST AS VALLEY lY SHEATHING . . 5d > FRAME = !!11 OST (TYPICAL) FRAME EXTERIOR I ^ EACH CELL 1 II 2-�E w z - --. -.._._.- BEARING WALLS w/ PLYWOOD m, '�iSHEAR INTERIOR - 1 OPEN ro � I FR EARWALL w FxR xcwuL ® 16 O.C. BELOW Illi I 11 , :. SPF NG.z e � - ze" SPF NG.z Nam 2"x8" P.T. SYP N0.2 n d w STUDS `yl III 1 _ Eou.PMfurl WINDOW BUCK (TYPICAL) o m III 1 L • 3 _ .. . n*oR I I i 5 UDS ® 18' 0. I I I� I p 8 1 n Y R +,� 3Pcs 2" 6 SPF No. BIUDSLI ml nriTc %NO THREADED ROD SUPPORTEDSPACING EDGES i ' "Tr _z 10 -- ,.nm BTSEE DETAIL Gt/S-S11 �x <3 UPLIFT CONNECTOR J R SCHE la 1-#5 15 CORNER IN ( p n ' -- - RODS ® 48" D.C. EXAMPLE OSEE NOTES F UNSUPPORTED Q I, THIS CORNER � - ❑ L „ � � � I { ( = (UNBLOCKED) PANEL EDGE. 10 { L-11 L-1 ( L 14 L.I -SW- I,, UNSUPPORTED PANEL EDGE L LI ( L L 1 l --- - s/.�0 THREADED ROD IS TYPICAL CONDITION " All BALLOON FRAMED FASTEN 2x10 WALL FRAMING SHEARWALL REACTION UNLESS BLOCKING IS ' ti 1 CONNECTOR EACH END W 8" CMU WALL SEGMENTS TO B" CMU WALL SYSTEM w/ OPEN BALCONY NO_fi REQ'D BY SCHEDULE N1 I w 2- 5 VERTICALS '/z0x6" THREADED RODS w B ILL S FRAME BALLOON FRAME w/ 1-1 BALLOON IF AME Al 2 OF SHEARWALL SEGMENT OR NOTES 11 1 / # EACH CELL 2 '0 WASHERS AND HEX NUTS 2x6" SPF N0.2 2"x10" SYP NO.2 2"x6' SPIF NO.2 _1 NAIUNG TO STUDS, ROOF J III y TLIDS ® i6" 0. STUDS ® i6" O.C. STUDS ® 116' O.C. INTERMEDIATE TRUSSES, OR W ® 32" O.C., VERTICALLY. 1 111 DRILL 4" AND EPDXY. SUPPORT IS 6' FLOOR JOISTS ' d 4I TI II SEE DETAIL 6/S-8 O.C. MAX LION � �11u THIRD LEVEL SHEARWAIL_L FRAMING PLAN NOTE: INTEGRATED STRUCTURAL MULLS � z { ARE WITHIN THE WNDOW SYSTEM AND EXAMPLE NAILING PATTERN FOR SHEATHING NOTE: SEE ARCHITECTURAL PLANS SCALE. 1/4" = 1'-0" ARE THE RESPONSIBILITY OF THE ON ROOF. FLOOR AND SHEARWALLS Q AND WNDOW/DOOR MANUFACTURERS 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE: CONSTRUCTED w/ WINDOW MANUFACTURER FOR CONFORMANCE a # 1{ f {1` IF Y REQUIREMENTS FOR ACTUAL ROUGH DBL 2"x6" SYP No.2 TOP PLATE, 2'x6" SPF No.2 STUDS WITH WINDOW/DOOR DESIGN PRESSURES 1 DETAIL H LLI Try I ,I4 )I+ { ( OPENING DIMENSIONS. NOMINAL ® PON O.C., AND 2'x6" SW No.2 BOTTOM PLATE, U.N.O. ;qII( I I( y) 1� DIMENSIONS SHOWN FOR GENERAL 2) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ S-9 SCALE: NTS Ll n ! , LAYOUT. DBL 2 'x4" SYP No.2 TOP PLATE, 2"x4" SPF Not STUDS III �, I v ,i ® 16" O.C.. AND 2"x4' SYP No.2 BOTTOM PLATE, OR DBL 2•x6" SYP No.2 TOP PLATE, 2"X6" SPF No.2 STUDS FRAMING NOTE: GENERALpc SIMPSON SPH6 0 16" D.C., AND 2•x6" SYP Nil BOTTOM PLATE, U.N.O.UN0STUD PLATE TIE 11@ t¶ 11 CONTRACTOR TO COORDINATE 3 ALL FLOOR HEADER BEAMS SHALL BE SYP No 2 AS INDICATED + AT EACH STUD ry Iipf N f LOCATION OF FRAMING MEMBERS ) 3"x3"x /' PLATE I �� I WITH HVAC DUCT WORK AND 4) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS CSi6 WASHER AND (TYPICAL) ul'^N1 If �j ELECTRICAL FIXTURE LOCATIONS. MANUFACTURED BY TRUS JOIST MocMILLAN OR EQUAL. HEX NUT ry { I1 I LE VINDICATES TIMBER FRAMED x INDICATES 1pc SIMPSON CS16 2"x6" LATE. F.2 TEN T(b NOTE: SPLICE ALL MULTI-PLY EXTERIOR BEARING WALL TOP PLATE. FASTEN TOGETHER COIL STRAP SPH6 - MICROLAM LVL ROOF HEADERS w/ 10tl COMMON WIRE NAILS I141111I II '1 1 i i TOGETHER w/ 5 ROWS i6d 5 INDICATES TIMBER FRAMED • INDICATES %"0 THREADED ROD ® 16" O.C. PROVIDE 3r-70d !I • ! COMMON WRE NAILS ® 12" O.C. INTERIOR BEARING WALL ■ INDICATES POST OR KING POST COMMON WRE NAILS EACH 2'xfi' SYP.NO2 DOUBLE 26 I ir1 l + I 1 EACH LAYER c==� INDICATES HEADER BEAM SIDE OF SPLICE (TYPIC I J ) TOP PLATE FASTEN TOGETHER U a I I.s III i NOTE: SPLICE ALL MULTI PLY © INDICATES 8" CMU LINTEL BEAM SW- INDICATES 1/2" COX PLYWOOD w/ 10d COMMON WIRE NAILS W uS O t AS PER DETAILS ON SHEET 5-10 SHEARWALL, SEE SHEARWALL 2"x6" SPF N0.2 ® 16" O.C. PROVIDE 3-10tl m u 1 ROOF HEADERS TOGETHER w/ COMMON WIRE NAILS EACH Q G IIy + 1 " I INDICATES CONCRETE BEAM AS PER SCHEDULE ON SHEET S-9 STUDS ® i6' O.C., SIDE OF SPLICE (TYPICAL) z IT 'IL I it NAILS ® 12" O.C., EACH LAYER M- SEE FLOOR PLAN ZSo DETAILS ON SHEET S-11 JJJ II.)NtiN 2"x6" SPF NO.2 1 III,, I ' i s STUDS 0 16" O.C.. INNI W � All S 1111ij, Ik /e"0 THREADED ROD 0 Y » 1 I TOP PLATE SPLICE UPLIFT CONNECTOR SEE FLOOR PLAN CID O Z o yy AT EXTERIOR Al IIF,IIIII N iI IF NO ANCHOR BOLT IS 2x4" 03 2"z6" TOP PLATE FASTEN WALL SHEATHING LOCATED AS SHOWN, PROVIDE PT. SYP N0.2 SPLICE To DBL. TOP PLATE w/ DOUBLE TOP PLATE FASTENING DOUBLE TOP PLATE FASTENING I� SILL PLATE 2"x4" OR 2"x6" SYP.NO.2 I'll I ,II III q +/z"4 THREADED ROD, w/ DOUBLE TOP PLATE. FASTEN Bd COMMON WIFE NAILS AT 5/ "O THREADED ROD WITH CONVENTIONAL STRAPS mxwxRr ccx it I1 1 5+/z" MINIMUM EMBEDMENT, TOGETHER w/ 10d COMMON 4 ® 3" O.C. STAGGERED 0 ' IN. I I w/ p"z2"x,/z" PLATE WASHER WIRE NAILS ® 16" O,C. . INTO BOTH PLATES 4 DETAIL 5 DETAIL $p BUTT JOINT 1 I li' TO BN CMU WALL BELOW PROVIDE 3-10tl COMMON WITHIN 24" OF ANY WIRE NAILS EACH SIDE SPLICE. (TYPICAL) S-9 SCALE: NTS 5-9 SCALE: NTS wre BLDG PERMIT 10f311n 1 T; h} j 1 1 � OF SPLICE (TYPICAL) Iw(411li1 PROVIDE AT A DISTANCE OF NO 24" MAX. AT LESS THAN 6' AND NO MORE 1'-0" 6" W EXTERIOR WALLSTANDARDS 1e 1-0' 1. MESE PINS ME DBIGNM iO SIN COMPLIANCE WE SIM'°MA FL°ITGPBFH ,pBNGMBER E11-03$ j ' I s 0 THREADED ROD IIlI1 9 I THAN 12" FROM ALL BUTT � " 1� I + ^ MAX. MIN. 111 (I 111a � , II k 1 I JOINTS IN THE SILL PLATE EXTERIOR CONDITION EsesLlsxEo wsEcnOneaaa7,mrEL0RlonwMlwsrRArrve°ovE. I ( ' 61IfV 11 � {IISILL PLATE BUTT JOINT DETAIL 4BL TOP PLATE. SPLICE DET�L zWE WITHWnWIND NfilANFORCE REssm�csrsroAsuwDESIGNED OR ACCBUILDINGS 1 G' Iazlnml WITH OTHEMNn NTURESI70 E OffiffiGM WEWIND LG IR AMO RTED M � � 2 DETAIL 3 _ WITHAMER" GNRWINDWIOwInMPH W� � M � GwRG DETAIL wmA•RI• sslDwnuEGGf+pMPH I ). T MMWNFN MDW OMGINVEBEn SREC1EGPD° ORWE c MST END IUiXE S-9 aFii SCALE: 3/4" = 1'-0" 5-9 SCALE: s/." 1'-0" IxcoRParniEn MromEceacn'WouEUFIurlGxslx NcmRmxcE cwsUUMGSmDIJkAn EwMEu J I. , WITH BELTox S OF TIE'MINIMJM DAMON LOADS FOR 3UU xC3 AND xN G6CFPIAPVMSE JPLx9�'WNLLE BFALX.FWRIOP VRA OTHER81RUCNRESMENMxIE➢InNI IMM21TANIF FLPE.Win f I I , I II I IYt. uu II+ �nre,re I I19r 1 - II I u :jjI � .14-1ivf w«w. m B" CMU WALL 8' CMU WALL E 2"x8" P. TE I "2'0x12 IY YI� r r!•} , f I1 8" CMU WALL 8" CMU WALL 8" CMU WALL �� 2"x8" P.T. SYP No.2 8" CMp1 WALL B' CMU WALL TOP PLA / /x• I 1 '; rI ABOVE ABOVE A®OVE BEYOND I � ABO`VE TOP PLATE w/GALVAN21`IZED ABOV1-#5 ' ABOVE HOT DIPPED GALVANIZED jl �} ' 4yy 1-#5 VERTICAL # # - # 1- VERTICAL HOT DIPPED GALVANIZED DOWEL 'VERTICAL 1-#5 VERTICAL 11 ${ 1- 5 VERTICAL I DO E VERTICAL 1 - 3xS VERTICALLATE BOLT w 3 x C 31 i �) : DOWEL 0 40" O.C. DOWEL 040" O.C. DOWEL 0 40" O.C. DOWELS 0 16" O.C. . . DOWEL 0 40" O.C. ANCHOR BOLT w/ 34x3".'/" DOWEIL 0 40" O.C. DOWEL 0 40' O.C.00R / 3" E BEAM PLATE WASHER 0 24" O.C. PLATE WASHER 0 24" O.C. „ 1 {{I e uI 111 8"x76" CMU OPEN 8'x16" CMU OPEN 8"x46" CMU OPEN 8"xT CMU OPEN 8"x1O CMU OPEN BOTTO CMU OPEN 8"x8" C1MU OPEN - 8"x1 O CMU OPEN 8"x16"O CMU OPEN J BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK M BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK ' ' BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK 1 I'. 7 TIE BEAM W/ 2-#5 TOP TIE BEAM W/ 2-#5 TOP . s M TIE BEAM W/ 2-#5 TOP TIE BEAM W/ 2-#5 TOP eo TIE BEAM W/ 2-#5 TOP TIE BEAM W/ 2-#5 TOP ANDTIE 1-#5 W/ 2-#5 TOP AND 1 AMS BO TOMS TOP OONTIN OUSE BEAM / 2-#5 TOP 1�+' �" „` it s AND 1-#5 BOTTOM, b AND 1-#5 BOTTOM, # AND 1 5 BOTTOM, AND 1-#5 BOTTOM, * CONTINUOUS o CONTIMUOUSOTTOM. o CONTINUOUS !. i < AND 1- 5 BOTTOM, 'o # N z 7 I b o CONTINUOUS CONTINUOUS COFIITINUOUS _ m Ii II I , E CONTINUOUS CONTINUOUS r z_ m 8” PRECAST r z n z e" PRECAST 1/ �. RECAST _I 8" PPlECAST 8" PRECAST LINTEL w/ 2-#5 t 1 P 8" PRECAST `"' z 8' PRECAST 8" PRECAST 8" PRECAST 8" IP LINTEL w/ 1-#5 I. MI` •"! SII I I LINTEL w/ 1-#5 j • LINTEL w/ 2-#5 I LINTEL w/ 1-#5 LINTEL w/ 2-#5 d . LIN4IEL w/ 2-#5 CONTINUOUS L CONTLINTEIT w/ 1-#5 ,I , LINTEL w/ 2-#5 CONTINLVOUS �E;} l {III I , CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONIIMUOUS CONTINUOUS 1-#3x1�" VERTICAL !1I A Eery L_1 L-2 L-3 L-4 L 5 L-6 L-7 L-8 L-9 L 16" .C. l; " I AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT SECOND LEVEL AT SECOND LEVEL AT SECOND LEVEL AT SECOND LEVEL U OH GARAGE DOOR z j . I TYPICAL LINTEL A V OPENINGS N OR OPENING LOCAPONB, SEE ARCH DRAW NGS. 9 ~ 2 PROVIDE 8" BEARING EACH SIDE OF OPENING. W 3) GROUT LINTEL SOLID w/ CONCRETE. p 7 x 1 1 ROW 12d •`SINKER" 2'x4" P.T. SYP Not GARAGE DOOR LINTEL INSTALL 2pcs '/a0 x 6" ANCHOR BOLTS w/ O FURRING STRIP GUN NAILS 0 12" 0 C. " EXTERIOR BEAM AND REINFORCING �Yx2"x' " PLATE WASHER AT MIDSPAN L6 , 2:i LAP MIN. AS PER PLAN -- - ---- /s -- ---- Y& , , 24x8" P.T 71�7p@pQ$ 1-#5 VERTICAL EACH I I® FOR SPRING BLOCK ATTACHMENT®i I 1: l SW No.2 "BUCK' - FILL VERTICAL 0 40" O.C. CORNER, INTERSECTION. TI-_F- - --_-- -_--- _---- --- _ ------T-� k f FILL CELL SOLID W/ 3000 psi 24x8" DOOR BUCK" n Z AND 0 40" O.C. r --i-Y I pj I CONCRETE -� FILL CELL SOLID w/ , 0'„� 0 3000 psi CONCRETE INSTALL 6pcs ''/a0 x B' "i .•. #5 (HORIZONTALFE ®I r { { I WINDPW Nt III ) z TIE (BEAM REINFORCING HOT DIPPED GALVANIZED �® n .' 8' CMU ' WALL ANCHOR BOLTS ® 24” OC INTERIOR 2"z8•` SYP No.2 01 J #5 HORIZONTAL MAX w/ 2'x2"x'/e" PLATE -8"CMU L P.T. BUCK W L{ P EXTERIOR WASHER AT INTERIOR FACE w/ #5 VER AL B"CMU WALL • TIE BEAM 24x8" P.T. SYP I I I EACH FACE A PER OPENING FOR � /�IT (II I FASTEN 2'X8" PT. SYP No.2 .n REINFORCING OF DOOR OPENING EACH SIDE PLATE I I PLAN AND DETAI /S-1 9'-O'x8-0" V V w/ #5 VERTICAL Q WINDOW BUCK TO 8" CMU NOTE: TO RECEIVE 24x8" P.T. I I I ' 4 ry 8" CMU WALL GARAGE DOOR EACH FACE AS A/ 2 ROWS OF '/.'0x2%" HWH 2"x8" P.T. SYP No.2 BUCK SYP N0.2 PLATE I I PER PLAN AND !• ' TAPCONS 0 18" O.0 STAGGERED. FASTENING IS THE SAME FOR 1 I MAINTAIN 2' G+IU EDGE DISTANCE HEAD, JAMB, AND slLLs. OVERHEAD GARGE DOOR BUCK /PLATE i® 3" 3" ®II j DETAIL 4/S-7 s 6 24x8" WIN BUCK FASTENING TYPICAL HORIZONTAL SPLICE TYPICAL CORNER SPLICE FASTENING DETAIL CMU WALL 9 -0" � � a � , �. 2 DETAIL 3 SECTION 4 SECTION 5 III' k dd. L s F/ —, SCALE: P/z" = 1'—O" j 1 2—#5 VERTICAL X f I S-1 SCALE: 1 '/z" = V—O' S-1 SCALE: /4 1' 0" \S-1 SCALE: %fi" 1'-0' I I ® INSTALL 6pcs '/s0 HOT DIP D GALVANIZED DOWELS FROM THE ANCHOR BOLTS 24' 0 C. MAX. w 4x2"x'/s" i I STRUCTURAL xI $ III y 8" IQ ® FOUNDATION No jjp I PLATE WASH AT INTERIOR FACE OF LL OPENING I I TIE 8'z8' PRE CAST EARIN BEND 3-#5 VERTICAL INTO EACH SIDE 0 RECEIVE 2"x8 ' P.T. SYP N I � 59 III , It q If7�I BEAM AS/PERCPLAN -- --- PER "PLAN # AST BEAM ASCMU. TIE /PERCPLAN PIEREPLAN AS I A BLOCK L CKTOP TAND OP RALIGN NTHCING L Nj j Ili ' WALL/D R PLATE iI� II„ a +° fI _ I ----- 1- 3215' VERTICAL 0 16' O.C. I' II LINTEL w 5 AS , ' 1 I iII ( . 8' CMU WALL , 11 Ali u q) rl AS PER-PLAN AS PER HEAVY DUTY TENSION � I 1 `x it DOR "BUCK" FASTENING LAB ®�I ildi � � 4 Iv S PER WALL ,p2 sl TIE AN MGT , : GARAGE TO O CMU WALL k1 � 1 it 1 TIE ANCHOR - �. -_ - t I W In ..if, FASTEN 2 'x8" P.T. L-g Z O J k FASTEN 2x8 P.T. , 14 I SYP No.2 WINDOW BUCK SYP No.2 DOOR BUCK / 2 ROWS Ir PRECAST LINTEL w • ' 6 DETAIL yQ TO B" CMU w/ TO 8" CMU w/ 2 ROWS 2-#5 CONTINUOUS -1 SCALE; 3/4" = 1'-0" a y I '/x"0x2°/x" TAPCONS '/x"0x2°/a" TAPCONS _ BEND _ 016' O.C. 5TAGGERED 016' O.C. STAGGERED PRECASTLINTELALIGN NTH BOTTOM Z B"x16' CMU OPEN BOTTOM Q INSTALL 8 c0 MINIMUM INSTALL 8pcs MINIMUM 8"x26" CMU WALL SEGMEN - I f P 2-#5 BOTTOM REINFORCING LINTEL BLOCK/PRECAST LINTEL D d i ( d ( i EACH SIDE EACH SIDE w/ 2-#5 VERTICAL M� 1-#5 VERTICAL IN (0) n19 1 I THIS CORNER FROM - c r IN THREE CELLS i # 12 TIE BEAM W/ 2-#5 TOP AND V V 3 2'x8" P.T. SYP NOTE DRILLED 12" AND EPDXIIED FIRST LEVEL TO MIN LA 1-#5 BOTTOM CONTINUOUS " I b No:2 WINDOW 2'x8" P.T. SYPJ 2'-2'f "0x16' HOT DIPPED GALVANIZED SECOND LEVEL LAPco BUCK Nat DOOR BUCK THREADED STUDS ARE ACCEPTABLE 25" MINIMUM WITH -- = rl I AS SUBSTITUTES FOR THE LOWER REINFORCING. 4—� 8" x26" CMU WALL SEGMENT TO CAST-IN-PI-ACE ANCHOR BOLT% AT THE 8" CMU WALL. IfIII i WINDOW BUCK FASTENING TO CMU DOLOR BUCK FASTENING TO CMU MASONRY LINTEL BEAM CONNECT ION z ------- PRECAST - ' �I 1 ir 9 ELEVATION 2-#5 ACONN SDS/ DETAIL B DETAIL 5-1 SCALE: N.T.S. 5-1 SCALE: N.T.S. g_7 SCALE: 3/4' 1' 0" BEND 1 -#5 VERTICAL INTO - 2"x8" PIT. SYP No.2 BEND 2-#5 VERTICAL INTO BEND 1-#5 VERTICAL BOTTOM OPEN BOTTOM LINTEL , OPEN BOTTOM LINTEL INTO TOP OF CONCRETE BLOCK AND ALIGN NTH BEND 2- 5 VERTICAL INTO 8'z8" CMU OPEN TOP PLATE w/ /z"0x12 ' TCW 1- 5 BOTTOM REINFORCING L-5 4 # BLOCK AND ALIGN NTH BEAM "BM-6' AND # I } BOTTOM LINTEL BLOCK HOT DIPPED GALVANIZED TOP OPEN AND ALL LINTEL 12" BLOCK AND ALIGN NTH IN. LAP TIE BEAM W/ 2-#5 TOP ANCHOR BOLT w/ 3'z3"x'/' 2 #5 TOP REINFORCING 12' ALIGN NTH 2-#5 1-#5 VERTICAL IN 1 #5 VERTICAL INTO BOTTOM I 2-#5 TOP REINFORCING CONTINUOUS TOP REINFORCINGBEND PLATE WASHER 0 24' O.C. 1-#3x16 VERTICAL 0 16" 0 C. I ,LAD THIS CORNER PRECAST INTEL AND ALIGN WITH U O T --""— " --- 8"w x 24"d CONCRETE BEAM 2-#5 BOTTOM REINFORCING W m O - 8"x8" CMU OPEN - 'BM-6" w 2- 5 TOP, 2-#5 8"x24" CMU GARAGE { -- + BOTTOM LINTEL BLOCK } ( / # ENDWALL w/ 2-#5 I� BEND 1-#5 VERTICAL INTO FOP OPEN IM p r. [ MIDDLE, AND 2-#5 BOTTOM v 1 F I TE BEAM W 2-#5 TOP .,L• VERTICALS HI FIRST BOTTOM LINTEL BLOCK AND ALIGN Q p }I - Y CONTINUOUS w/ #3 STIRRUPS 0 10" O.C. TWO CELLS THIS SIDE NTH 2-#5 TOP REINFORCIN�s BE BEND 1-#5 VERTICAL OF OPENING Q z F- p hP 7 - _ --- -- - -^ -- - - ---- - ---- -- - 8m PRECAST - ^-1- INTO BOTTOMOF CONCRETE J < u IM I, LINTEL w/ 1-#5 -I, BEAM BM 6" AND A8"x24" CMU GARAGE ENDWALL TO —+ Of L-10 t L-10 L-10 L-10 CONTINUOUS - - 1. LICK NTH 2 #5 W O O F�^ Fll j` I AT LOFT TOWER L 9 ---- - TOP REINFORCING MASONRY LINTEL BEAM CONNECTION ryy, 1[ ( PRECAST LINTEL w/ dj 8"x16" CMU/ ONCRETE PRECAST LINTEL w/ 2-#5 CONTINUOUS STEP TOP OF 11 } COLUMN AS REQUIRED ELEVATION G, C`� BALLOON FRAME COLUMN 1-#5 CONTINUOUS 5 VERTICAL INTO BOTTOM 12 Rol 2-#5 VERTICAL BEND 2 # SCALE: 3 4" = V-0- Of sluwM ar if IIlii E CH CELL _ BEND 2-#5 VERTICAL INTO BOTTOM PRECAST LINTEL AND ALIGN NTH 8"x19' CONCRETE COLUMN -1 / CCK ' i --- PRECAST LINTEL AND ALIGN NTH 2-#5 BOTTOM REINFORCING w/ 3-#5 VERTICALS EACH If �7, ISI 1-#5 BOTTOM REINFORCING FACE AND #3 TIES 0 8" O.C. cxecxso� r I I YE"i ,•kY 1 � 1, I t zf P 1'-3 /a 19" ate' BUMPERI } Eli r scue 8"x19" CONCRETE COLUMN TO E1 8„L ifx16” CMU COLUMN TO ,MES OHM NVCT MMMW7XLMRMMINI MTE6iNgPMU wMwa 1 B M6A 6„�35 MASONRY LINTEL BEAM CONNECTION MASONRY LINTEL BEAM CONNECTIONa °"�M ` � Po"`MI� �MIXI q.I 3. MM4MWINE,ANCEICEBMXGSrIBUNCUMLOADS21H PLLLDINGSE it # MDOS TSH CWIIASLEId3MIXM-MUESgxIAP➢BEOMBULMD ELEVATION BIRAI �5,�2W�,2wR�µ6,HEMXOE 2 X2 ELEVATION LIEXFMXIMUMMAIC MXU6PEENpE BEENX Ips{ II II 4 111 A 10 a. LIE NOORPO IEMSN0C4DESIGNNDPEExs0.EcNS AND IN ACMEq USE CnaISTLRUCTRL SAME ENGI SCALE: 3/4' = 1'-0" wc2sa21uranwro TME ossa,erasaEaExw.wxslxnccaqu+cE caxauLMN5611g2NxARINUE .EEA r SCALE: 3 4" = 1'-0” ar WIIHSECIxxifi Ci TIEWNMUMMEBgN LNL6FOXBUILOIN0.5 M'U OMFR STRUCTURESS'MPNMWE➢IN IgiE2 =1 2114V0/ ftP8.9M® I mAl� 1uLBF,M(n 1 j ' I moll 9 jl M H Erl r Q ° 2-#5 TOP w/ STD. 90' BEND #3 STIRRUPS r . 4 0 10" O.C. AT EACH END 1 2- EXTEND Ill VERTICAL DOWELS C O N C R E T E B E A M S C H E D U L E „ SEE SHEET S-8 FOR #5 MIDDLE I I ALIGNMENT OF #5 VERTICAL BEND 2-#5 VERTICAL INTO j IABOVE F012 8"zi9" CONCRETE BEAM BTM LONGITUDINAL RE"_INFORCEMENT STIRRUPS OR TIES � � 8•x26• CONCRETE COLUMN ABOVE. SEE SHEET S-8. BEAM 1 N DOWELS ABOVE. TOP OF CONCRETE BEAM I BEAM 12" MARK SIZE ELEVATION MIDDLl REMARKS N0. i x AND ALIGN WITH 2-#5 1 BEND 1-#6 VERTICAL INTO TOP OF NAVD BOTTOM TOP SIZE SPACING TWE 11 i z IH j 1 3- BOTTOM I I I w x d BAR REF. p 11111 I f TOP REINFORCING IN. LA CONCRETE BEAM "BNI AND ALIGN dif +2867' NAW EL +2967' Nr_ 1 WITH 3- I TOP REINFORCING TTOP OF BEAM BM-1 8" z 28• EL +27.33' 3- 2- 5 FI m E TOP OF GAMY i� # 2-#5 #3 10" O.C. 2 +y.' CAMBER AT MIDSPAN 4/5-11 999 1 U� I „, 7. 24 , II p BEND 1 -#:i VERTICAL INTO BOTTOM OF -3-#Bz16'-0” TOP CONCRETE BEAM "BM-4" AND ALIGN BM-2 8" x 24" EL +27.33' 2-#6 2-#5 2-#5 #3 10" O.C. 2 +'/," CAMBER AT MIDSPAN 4/S-11 ' p + I w/ STD. 90' BEND N ' � SII i,( II ): II 1 V4TFi 2_ °I BOTTOM REINFORCING N E' EXTEND 8"x16" CMU OPEN ' I # AT CANTILEVERD END # - Ell 8" x 16" EL. +27.33' 2- 5 - NO CAMBER BOTTOM LINTEL BLOCK # - 2-#6 #3 6" O.C./12" O.C. 2 DCI-B CORROSION INHIBITOR REWIRED 4/5-11 � 8"x16" CANTILEVERED 7 t HE BEAM REINFORCING NO CAMBER k!III i' ° I.I� INTO CONCRETE BEAM j `° 36" 1 1 ,I I a CONCRETE BEAM BM-4 8" x 16" EL +27.33' 2-#5 3-#s #3 6" O.C./12" O.C. 2 2/S-11 I1 IN. LAP II I DCI 5 CORROs10N INHIBITOR REQUIRED "BM-5'. LAP 240 MINIMUM ---- 2-#5 BOTTOM BM-5 " 2-#5 #3 10• U j 1 8 x 26• EL. +27.50' 3-#6 2-#5 O.C. 2 +'.• CAMBER AT MIDSPAN T/5-11 I ' — ---_- --- _ f AEL +2733' NAW d . y 1-#5 VERTICAL it — B0T*W F BEAMBEAM BM-6 8" x 24• EL. +39.00' 2-#5 2-#5 2-#5 #3 12" O.C. 2 +1/4' CAMBER AT MIDSPAN 3/5-11 HI IN FOURTH CELL M-5 M-4 +°/" CAMBER BEND OVER NO CAMBER B o { 2- #5 VERTICAL BEND 1- 5 VERTICAL REINFORCING AND LAP "BM-4' { # # #5 VER111CAL 2-#5 BOTTOM REINFORCING YI. IN SECOND CELL INTO MIDDLE OF CONCRETE IJ I BEAM "BAND ALIGN ALIGN M-5" w/ BEAM 3'-0• MINIMUM w/ "BM-5" 1 r 1 �II REINFORCING AS p 2-#5 BOTTOM REINFORCING 0. WITH 2-#5 MIDDLE 2-015 VERTICALREINFORCING INDICATED TYPICAL BEAM STIRRUP & PE TYPES E E) p � I IN END CELL �I 2-#5 VERTICAL I TOP BAR f O I j- % BEND 1-#5 VERTICAL IN THREE CIELLS A 1 �_ " INTO BOTTOM OF CONCRETE D•' , f i I #3 STIRRUPS 0 6 ' O.C. 3 STIRRUPS I 8" CMU WALL SEGMENT. WALL FIRST 4'-0' #0 12" O.C. U' T; BEAM BM 5" AND ALIGN 8" CMU II(,I II lI I SEE SHEET S-7 JI — WITH 3-#6 BOTTOM SEGMENT. SEEil 6 7 , + y 1 I y REINFORCING SHEET $-7 - I FT i I SEE SHEET S-8 x 4 IR M FOR ALIGNMENT of 8" CMU WALL TO CONCRETE BEA - 1'-10 1/2' 6'-5" a #5 VERTICAL "BM-4" AND "Bill CONNEC HION (VERIFY w/ ARCHITECTURALS) a IS' DOWELS ABOVE. W I r ! --�,-�1- , ELEVATION '/s OF SPACING 6• -W i ' ' I SHOWN IN SCHEDULE MUDDLE BARS MIN s 11 � I S-1 SCALE: °/• = 1'-O" BEMD 2-#5 VERTICAL 6• MAX Q t S ° EXTEND 5 VERTICAL rt .��� 2-#5 TOP w 5T0. 90' BEND INTO TOP OF CONCRETE '/ OF GREATER 'I/ OF GREATER IEi Y k # I EL. +28.67' NAVD / AT EACH END '/x SPAN BbTTOM BARS DOWELS ABOVE FOR I BEND 3-#5 VERTICAL INTO TOP OF TOP F BEAM BEAM "BM-6" AND ALIGN OF ADJ. SPANS OF ADJ. SPANS qR p. nL� 1 E 8" CMU WALL ABOVE. - 1 CONCRETE BEAM "BM-4" AND ALIGN 3-�z8'-0" TOP 2-#5 MIDDLE 12 WITM 2-#5 TOP BEAM NOTES sal C SEE SHEET S-8. WITH 3- TOP REINFORCING REIMFORCING Will SID, gp' BEND 2-#> BOTTOM IN. LA 1 . TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. CLEAR COVER SCHEDULE o� a ' '( 1 BEND 1 -#5 VERTICAL INTO BOTTOM OF AT CANTILEVERED END ELL +41.00' NAW TA fI N - 2. BOTTOM BARS MARKED CONTINUOUS SHALL 81E SPLICED OVER COLUMN. TOP BOTTOM riC n I fl CONCRETE BEAM "Bi AND ALIGN AND 12"x90' BEND TAP OF BEAM DESCRIPTION BAR BAR v 1 WITH 2-#5 BOTTOM REINFORCING AT INTERIOR END. 3. PROVIDE 30 BAR DIAMETER SPLICES. ug 1a 1 1 BENID 2-#5 VERTICAL 4. VERTICAL SPACING OF BARS IS EXAGERATED FOR CLARITY, BARS ARE ELEVATED BEAMS o INTO BOTTOM OF ELEVATED 8"x16" (CANTILEVERED ACTUALLY TIED TOGETHER ALONG BEAM SPAM. r 12" COMCRETE BEAM "BM-6" .. "' m 11 a CONCRETE BEAM 1 a 1 ANO ALIGN WITH 2-#5 { f I I I p11 L 2-#5B(OTTOM BOTTOM REINFORCING TYPICAL REINFORCING PLACEMENT DETAIL FOR BEAM W �2 EL. + 7.33' NAW ELL. +39.00'. NAW 0' BOTT M OF BEAM ' BM-6 - �Bi OM OF BEAM �I s 1pp BEND OVER _ NO CAMBER +'/" CAMEER 3 STIRRUPS °I ; f , ➢ 2-#5 VERTICAL EXTEND "Ell # 010" D.C. - B' CMU WALL ABOVE w/ REINFORCING INTO TOP OF CONCRETE "j( 2-#5 BOTTOM REINFORCING 1-#5 VERTICAL DOWEL 8" CMU WALL ABOVE w/ WITHIN _ BEAM ABOVE I 3 OF INTERIOR 8"x24" CONCRETE 0 40' O.C., MAXIMUM 1 SIDE OF CONCRETE BEAM BEAM 0 40' O.C. TICAL DOWFiL J I- 4I 1 2-#5 VERTICAL 2-#5 TOP 1 IN THREE CELLS 8"x8" CONCRETE COLUMN - 2 #5 TOP Q C w 4- 5 VERTICAL #3 STIRRUPS 2-#5 TOP f- I — #3 STIRRUPS 0 6" O.C. #3 STIRRUPS / # 0 10 ' 0 C #3 STIRRUPS #3 STIRRUPS W 8" CMU WALL w/ #3 TIES ® 8" 0 C _ ® 10" O.C. � Q it !� SEGMENT. SEE FIRST 4'-0" 012' O.C. SEE DETAIL 5/5-7 H 2-#5 MIDDLE 010" O.C. Q SHEETS 7 b * 2 #5 MIDDLE ry 2 #5 MIDDLE W Q �p JULit 8"x28" CONCRETE 0j 8"x24" CONCRETE I 8"x24' CONCRETE m Q BEAMBEAM wl 1 I III V ` III z a 8" CMU WALL(VERIFYSEGMENTDTOALs) B_-nnL 33' NAVIDo�27 N � L. o+2oia3' NAW N BOTTOM o 2050' NAV>Q Sol K ., O UMN TO CONCRETE BEAM "BM-4" CONNECTION CONCRETE BEAM R BTM 60LCONNECTI2N +K" CAMBER BER BO OM OF BEAM / BCAMBER Bor FUM of BEAM O U (f +'/" CAMBER ELEVATION C1 ELEVATION 8 x28 CONCRETE BEAM 8 x24 CONCRETE BEAM 8 x26 CONCRETE BEAM U Tn EXTEND #s VERTICAL , C OVER COVERED LANAI OVER COVERED LANAI AT GAME ROOM * 5 71 SCALE: /4" = 1'-0" , G' 1 1I I DOWELS ABOVE FOR 5-1 SCALE: /" = 1'-0• 8" CO WALL ABOVE. # 3 STIRRUPS TOP PLATE wW '/ "0Wl I d SEE SHEET S-8. / x ' `�IEN 2 #5 VE TICAL 010 " D.C. 3 STIRRUPS HOT DIPPED GALVANIZED # EXTEND #5 VERTICAL DOWELS 1 99 11 I 2-#5 TOP w/ IN 0 (JP OF CON RETE 2-#5 MIDDLE 0 10" O.C. 1 ANCHOR BOLT w/ 3"%3"x /A" STD. 90' BEND BEAM AND ALIGN WTH ABOVE FOR "x8 CONCRE E PLATE WASHER 0 24" O.C. P � I' 1#5 TOP REIN CING 1 8"x28" CONCRETE 2-#5 MIDDLE COLUMN ABOVE. SEE SHEET S-8. �1�" 1 AT EACH END 2- # {I ` r I 1 I BEAM 8"x24" CONCRETE I I BEND 1-#5 VERTICAL INTO TOP OF 8"x16 ' CANTILEVERED 8"x16• CANTILEVERED 2-#5 TOP i lipIII II I� # 'L. EL. +29.67' NAVD 1 #1 BOTTOM BEAM 12" CONCRETE BEAM "Bill AND ALIGN ,y EL +2867' NAW CONCRETE BEAM CONCRETE BEAM #3 STIRRUPS I�:J 'I I L, } TOP OF BEAM 2-0 BOTTOM IN. LA WITH 2-1 IOP REINFORCING "F TOP OF BEAM 2-#8 TOP 3- TOP 0 10" OC. y SEE SHEET 5-8 1 II a BEND 1- 5 VERTICAL INTO BOTTOM OF -2-#6x16' O" TOP 3 STIRRUPS � 2-#5 MIDDLE iq II6I�1 '� FOR ALIGNMENT OF SII I 1 CONCRETE BEAM BM 3" AND ALIGN w/ STD. 90' BEND # {I #3 STIRRUPS o _ 8"x24' CONCRETE j 11 0 6" O.C./12" O.C. 0 6" O.C./12" O.C. 3 'I I? #5 VERTICAL 1 WITH 2-#5 BOTTOM REINFORCING oo * a AT CANTILEVERD ENO iv BEAM DOWELS ABOVE. 11 I. I ' c o 2-#5 BOTTOM 1 2- 5 BOTTOM x < j 11 ' 1 6"X16" CANTILEVERED �� # 2-#5 BOTTOM o BEND 1-#5 VERTICAL ON 0 1 CONCRETE BEAM Oz 1 1 1 I < W u5 INTO TOP OF CONCRETE I 6" /" CHAMFER AT + EL. +39.00' NAVE O _ -2-#5 BOTTOM ® M-4 BM-fi BOTTOM OF BEA (Y 11 1 I 1 M LAP M BOTTOM EDGES ® BOTTOM AEDGES AT z Pn I I �( PPP fill BEAM WITH"BM-1" i1 ,LEL. +27.33' NAW NO CAMBER NO CAMBER +'/f CAMBER OP REwFoeclNc f eoro g"x16" CONCRETE BEAM 8"x� ' CONCRETE BEAM 8"x24" CONCRETE BEAM Q Z BM-1 BM-2 BEND OVER M-3 z � O Ii BEND 1-#5 VERTICAL _ +'/" CAMBER +'/A" CAMBER 1-#5 VERTICAL NO CAMBER AT CANTILEVERED BALCONY AT < n INTO BOTTOM OF BEND OVER REINFORCING AND LAP "BM a CANTILEVERED BALCONY OVER COVERED BALCONY N0.1 J . - 1 ty qyl G@G@ I� �II I CONCRETE BEAM 2-#5 VERTICAL ALINGN w/ BEAM 2-#5 BOTTOM REINFORCING Lu � rc j "Bill AND AUGN REINFORCING AND REINFORCING AS 3 -0" MINIMUM. w/ -em-5.. m � i 0 9N 7 5 WTH 3-#6 BOTTOM - ALIGN w/ BEAM INDICATED -- 2-#5 BOTTOM REINFORCING REINFORCED CONCRETE BEAMS r I sREINFORCING REINFORCING AS 5 DETAIL u 1 F III g 2 #5 VERTICAL -< INDICATED 10"x10• CONCRETE COLUMN ' . II {l IN ONE CELL II „ , Y 8"x8" CONCRETE COLUMN w/ 4-#5 VERTICAL 3/4" wuwX ev: Will 3 TI@5 0 8" O.C. _ _ #3 STIRRUPS 0 6" O.C. #3 STIRRUPS 5-11 SCALE: = 1'-0" I� 8•x12" CMU SE 3 AILIES %8" O.Q SEE OIETAIL 5/S-7 • FIRST 4'-0" - ® 12" O.C. CONCRETE PLACED IN CANTILEVERED BALCONY BEAMS SHALL s EBmG PERMRi I �I q 3 WALL SEGMENT / # 1 W.R. GRACE & CO. THE DESIGN MIX SHA O SEE SHEETS 7 SEE DETAIL 5 S 7 0 6 5 LL BE PROPORTIALL ' } F o w 4- 5 VERTICAL / # CONTAIN DCI-S CORROSION INHIBITOR, AS MANUFACTURED BY j # IIII 8 CMU WALL AND 10 x1O CONCRETE COLUMN (Wra FY w/ ARCHI ECTURALS) TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO TMSEwNs ED SIDxnros NCOMnu cEwm Es Macs wXIwS nsxuMeER E,LO% yy 11 ' CEMENT CONTENT, AIR CONTENT, OTHER ADMI%TURES, ETC. ESTosUI w SECTION OlW RORIDA ADMwISTIAM£COME 1 A . y1 AI r a,I , TO CONCRETE BEAM "BM-4" AND "BOOL CONNECTION 1 WEM II WIND FORCE RESISTNCSYSTEMSRRE DESIGNED IN ytty 7$ )II 1 MAXIMUM WATER-CEMENT RATIO SHALL BE 0.56. flyliftO,i iX ELEVATION NO � CdIIoTHE )� 9RD HER SHRUNFETo MNTHwINLA6ocw NIMUM D OF 0 MW I Y`. Ya -A',hE, uh I1LpM 'tyI 15 + iyIWIMAMIIWIND E I - SCALE: S/." nn ,'-0" S. THE COMPONENTS NDgMIRE BEEN SOND ELECTED l4CCHnR ,6PLONNG WCOXPoDINICTHE OUND SINnCOl CENNO SGISCTJW ENGINEER 11w22 SECTOR 6OFTHE 'MINIMDESIGN LOIDESFOR NIWNGSWOOD QDMCEOUAVEENUE 'GOOWMHENB( "17TAIII ON s1' 1{ I I II ? N tl'3 )t May;glA LL, �111, 1 t I ICANTILEVERED 16" SYSTEM 42 SIMPSON THA422 ADJUSTABLE 7 x , 4 PRE-ENGINEERED FLOOR TRUSSES TRUSS HANGER, FASTEN w/ ilk �t� t� DBL 2"x10" P.T. DBL 2"x10' P.T. rDE STEM DESIGN LOADS: 4-10d NAILS INTO TOP OF !1( i h t SYP No.2 LEDGER 1.' 6.0" TIMBERSTRAND LSL 1.75x1 A" 1.9E MICROLAM SYP No.2 LEDGER w/ LEDGER AND 16-10tl NAILS T{' ��� ;7 A/ .25' s EAD LOAD = 20 PSF tr.. %6"0x10' HOT DIPPED SOLID BLOCKING. FASTEN TO EACH LVL ED( E BEAM. FASTEN TO /e"0x10" HOT DIPPED IVE LOAD = 40 PSF INTO FACES OF LEDGER AND' il MISINGLE 2"x10" PT. 11 GALVANIZED ANCHOR PREENGI EERED FLOOR TRUSS w/ 2 EACH P EENGINEERED FLOOR GALVANIZED ANCHOR6-16d NAILS INTO TRUSS 1 1 � !t� Ij{ . . SYP Na.2 LEDGER w/ 8" CMU BOLTS O 16" O.C., 2-1Bd C MMON WIRE NAILS TOE- �S-1 TR / 2 ROWS i6E COMMON BOLTS O 16" O.C., SINGLE 2' x10" PIT. FLORIDA PRODUCTIP �! NAILS, TOP AND BOTTOM, EACH END WIRE N ILS 0 3" O.C. STAGGERED SYP No 2 LEDGER w/ APPROVAL 10447.22 j III !,Ip 3/6"0x8" HOT DIPPED WALL BELOW STAGGERED # C _ - 7 6"x12" P.T. SYP No.2 �� a Ix uI 1 ) w P GALVANIZED ANCHOR - -- �---7 - - - t- -- ' ---- =/ s/ 0x8- HOT DIPPED !�' �lj� IT ItI 1 II I. " BOLTS 016" O.C., r _ -- �� r te' ITO SIMPSON �( F _1 s BEAMSE/R1pc CONCRETE SIMPSON gAlie ICEDAR SHAKE SIDING �J "{{�!1 !+j �4'�i I II COMPOSITE STRUCTURAL STAGGERED I , �� ����� 1 c SIA{ �;=_ ) =.) STAGGEREBOLTS 0 D"AO CHOR HUC612 STAINLESS STEEL 1 ROW 10d COMMON WIRE II 8" CMU WALL w/ d! Ll� tl1: I11F rGALVANIZED f( "`Q� l-#5 VERPCAL 0 40" O.0 �� ru .-� D CONCEALED FLANGE HANGETR 0 4 O.C. (CENTER IN CELL). GROUT SUPPORT BRACKET. NAILS :. I i Iffr I , cwoi mxoz ccx0 , _ LTTI-- (TYPICA� _ fi +w >V' Vs 6"x12' P.T. SYP No.2 F -' -____ -` ... ________ --. ___ _>__ _ ___ _ _ ___ __ ___ _-_ --____ ________ ______ _ CONCRETE GROUT D . _ __ _ __ tii /•" STUR01 FLOOR SUB FLOOR PLYWOOD ) (� Q w - -- _ CELL SOLID / 3000 si TA A BE W ryoo 'SHEATHING. GLUE AND FASTEN TO WOOD III J o x411 i + DECK BEAMS 7 IM ON ( ) U 1 A A US BL a o IMI TRUSSES W/ 10d COMMON WIRE NAILS I�I z DBDGERx1w/ /e'0x10" MOT .. o F 42 - 0 4' O.C. EDGES AND 6" O.C. FIELD s f -- - " SI PS J 0 ° m ¶ KSS HA ER TY ® J , DIPPED GALVANIZED ANSIHOR n z NG AL BOLTS, WASHERS, AND HEX NUTS YY r"Jn I u z o a 1 S 42 ( 6" YS M 1 S a o O_ y ... . d 0 16" O.C., STAGGERED tO o P - GIN IRE FL OR m Y a Pit 4 I B ` a o P GIN RE FL OR RE EN EE D 0 rIJ 00 IS S 19 " . . 9. ( 18' TR SE 0 2 0.0 _ . " US S 09 In I ,' t�P. 1 r Orn t 4 9. r __ - _.. ... 4, 00 o < .F BLINTEL BMC TIE BEAM U OPEN M O I4 I .q x 1(' . m o 1 9. 4 --_-_ ----- -_ - - - R „ , o. o u - ! - -'" w 2 5 TOP AND 1 /5 a � ( ' 8' MU LL_ � BOTTOM, CONTINUOUS mya 1 WA B OW + 16' SYSTEM 42 PRE-EINGINEERED M w z r SINGLE x8 P T P I4(4 p + < - ' SYP No.2 LEDGER w/ FLOOR TRUSS 0 19.2" O.C. PAINTED THIN BRICK VENEER x( L ' , - , 1 AS PER ARCHITECTURAL "r rSl ______ _ 5 _. ,," I /"0x8" OT DIPPED 1pc SIMPSON THA422 II PLANS AND SECTIONS ' SINGLE 3'x8" P.T. _ - GALVANIZ D THREADED ADJUSTABLE TRUSS HANGER, SYP No.2 LEDGER `r r ' / _ �� N 7 ' II p STAGGER D. DRILL 6" NAILS INTO TRUSS AND 20-10d r ' w .N SINGLE 2'x10" PIT. rox D E INTO 8 CMU. COMMON WIRE NAILS INTO LEDGER SYP No.2 LEDGER w/ B 2"x ' T AND Y O COMMON MORE - .C., FASTEN w 6 16d R 1 ' a �s"0x8" HOT DIPPED ; I- Y No. LE ER 1 L 10 PIT I. I Fi 1 M , b GALVANIZED ANCHORI �-I _ __ -- + BOLTS ® i6' oc , l Ir _ - _.) 5 , x H 'PEI s moij 0`11I, o FLOOR LEDGER PERPENDICULAR r 'r _IMI N ` n 2 ' 5 GLV IZE AN H01 t 4 n{ 22 4JJ TA E i iC a 1 wl FLOOR TRUSSES n S rn D STAGGERED -7 1 7 16M CAG REI -1 R S MG ( PI L) x ® � -17 1 SEIi TION Ir t tL ,. y 4 tl 4 cs 1.25' x16 0" - (5) to' ( �_' -- '€' ---_- o -- S-i SCALE: 3/4" = 1'-O" 5 TIMBERSTRAND LSLI I""i � i ) - 16" ,.T5"a6o t (x)Yno o- oa � z . t SOLID BLOCKING AT � . - f.SoOR 6 ( 1e9 r °x SC 16" DEEP SYSTEM 42 STUR01 FLOOR SUB FLOOR PLYWOOD q � " ' SPIRAL STAIR BEARING ,I 4" YP 0. LOCATION -' C D LO IN ° ) -- Dc IMP N w 1 - y w o PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD > 3/ PC IMP N L NS 1 --L..-I H S F CEI o Q FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE NAILS o y W +5r BV 2 T - --. M NT AN ER b _ 0 19.2" O.C. 0 4" O.C. EDGE AND 0 6" O.C. FIELD W 1 ' t, 4pcs 1 .25"x16.0- OU H NG -- ( - . SINGLE "x8" P _ ELS +pg,67' NIAVD - v' qG All 1M , TIMSERSTRAND LSL 4 L CA NS _ _ "RIC OF TRU II , rI , SOLID BLOCKING AT `a _.___ 1 1 S TE 42 nI ; jA ® WI PED _ IT I 0.x ' 4'x4" POST BEARING 6" YS M , -i. OEENFOR P - GIN RE FL OR LVANIZ D T RADED n < 1 "x4" P.T. SYP No.2 LOCATION " PR EN NE ED L srn6 1 ST ' DS 016' a TNG r 1 ,11 y wI`»". 92 0. 5' 4' 1 US S 19 . . A HUS 1 F E ER D D 6 LATERAL BRAG . MTf t 2 17 O.C., FASTEN M UN A N�GEPO Y IUB' "CMU. --- ®/42-10d COMMON WIRE ? _ Kg d r M WALL a" CNAUBELOW -- qq-- -- --- u�._ rr l - - - - - I_ _ (2)2'x4" SYP Not TOP NAILS AT EAC FLOOR a ' ' r ' I r '� S -_ T F"° _ - - - _ PLATE SPLICE TOGEhiER w TRUSS INTERSECTION _____ __ _______ ____ ___� --' ( - �- I ' X Y 5 P > ( II I - i B•'x12" P.T. SYP No.2 2 ROWS AILS 0 ON WIRE 1p SIMPSON Hz. CLIP J w ( -- 10d COM ir' I. .t SINGLE 3'x8" P.T. SYP III LEDGER III _ -x ,, ,:I 1pc SIry1P50N 4 ( DECK BEAM. FASTEN TO N 6" D.C. I R TRUSS W Z 11 IT1 11w/ %"0x8" HOT DIPPED GALVANIZED - 7 L-- t�rt - - - RI ADJUSTABLE SYP CANTILEVERED C ,NCRETE U ATE .,, _ -1 I M LI III TRUSS HANGER (TYPICA�) I -1 DECKBJOI IT. O 1G'OO.C. BEAMS w/ tpc 5'I MPSON s/"0 THREADED R00 TODOUBLETOPOPL ' I 'L,„ THREADED STUDS 016" O.C.. , - -� 7 U HUC612 STAINLESS STEEL UPLIFT CONNECTOR FRAME INTERIOR BEARING WALL W DRILL 6" AND EPDXY INTO 8" CMU. 4"x8' P.T. YP N0 2 ( 1 L� y --_ - -- \ I AND AT POST LOCATIONS CONCEALED FLANGE HANGER PLATE w/ 2'z4" SPF N0.2 STUDS . 1 .{'• 1 IT, 14 " 6"x12" P.T. SYP No.2 DECK J01 0 16" �L _ ----�,-.-_� LJ` rl3 "_ r j I TE EDGE --- 1 WASHERANDHEX NUT 0 12 O.C., SEE PLAN Z �# hIj DECK BEAM. pp FLASHING DESIGNED W O , AND AT ST LOCATI -- 8" s8" CONCRETE -- --- WATERPROOFI "V r 1, 4x4 P.T. SYP No 2 COMPOSITE 44 CONTINUEAM OUS #5 BO OM, f T' STRUCTURAL SUPPORT BRACKET _ _ __ NOTE: )OR TRUSSES 0 (3 LOCATIONS) By OTHERS ° SECOND DINTERIOR FBEARING WALL O -,� - _ 2 SECTIOall ILL. - --- - - - N U. c BIR BOTTOM CHORDS OF t NOTE: SPLICE ALL MULTI-PLY fl' OOR SYSTEM DESIGN LOADS FRAMING NOTE GENERAL BIKE-ENGINEERED FLOOR TRUSSES -1 SCALE: 3/4" ms ; 1' CCINTRACTOR TO COORDINATE s o HEADERS TOGETHER w/ 4 DESIGN DEAD LOAD = 20 PSF 'CATION OF FRAMING MEMBERS w� 1"x4" SW Not LATERAL ° fr ROWS 12d COMMON WIRE NAILS III { 0 12" O.C., EACH LAYER DIESIGN LIVE LOAD = 40 PSF LAND HVAC DUCT WORK BASED BIRACES 048" O.C. FASTEN w/ H2.SA 1 ELECTRICAL FIXTURE 21pCs 10d COMMON WIRE NAILS AT, CATIONS. EACH TRUSS INTERSTECTION ( ',1 yi 1 NOTE: SPLICE ALL MULTI-PLY 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD UPPER 2'x4" INTERIIOR {� II`IS i BEAM3/HEADERSLOTOGETHER w/ SECOND LEVEL FLOOR FRAMING PLAN SHEATHING. GLUE AND FASTEN TO WOOD WALL ALIGNED w/ LOWER TRUSSES W/ 10d COMMON WIRE NAILS 2"x6' INTERIOR WALL lliFI5 U - ! ( 6 ROWS 16d COMMON WIRE LTT206 0 4" CA EDGE AND 0 6" O.C. FIELD N WIRE 1 SCALE: 1/4" = 1'-O" INDICATES 2AE MICROLAM LVL a NAILS 0 i6 O.C. P'IJIi NAILS 0 12" O.C., EACH LAYER n ROWS 12 2 R d COMMON - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 16" SYSTEM 42 F6 FLOOR BEAM, SIZE PER PLAN EL +2�.6T Ngyph -^ I �1 PRE-ENGINEERED FLOOR TRUSSES 0 19.2" O.C , U.N.O. (+0-) INDICATES TOP OF INTERIOR HEADER "BM-5' CONCRETE BEAM w/ TOP OF TRUSS < 1 NOTE: CONTRACTOR SHALL INSTALL TEMPORARY - ALL DECK JOISTS SHALL BE 4'x8' P.T. SYP NO.2 SCROLLED OPEN FOR BEAM FLUSH w/ FLOOR TRUSS 2-#5 TOP, 2-#5 MIDDLE. n < STAIR m p Ililr ) SHORING/RESHORING, AS REQUIRED, TO SUPPORT THE END DECK JOISTS PREENGINEERED TIMBER FLOOR TRUSSES, CONVfNTONAL - ALL FLOOR BEAMS SHALL BE 2AE MI iVL BEAMS AS INDICATES TOP OF INTERIOR HEADER AND BOTTOM w/ TIMBER FLOOR JOISTS, AND MICROLAM LVL FLOOR BEAMS MANUFACTURED BY TRUS JOIST MocMILLAN OR EQUAL (-16' ) #3 STIRRUPS 0 10" 0 G f w O 7 BEAM 16" BELOW TOP OF BOOR TRUSS _ 16" DEEP SYSTEM 42 K u `fl�.l 11 IY7 a II PRIOR TO INSTAW NG THE 8" CMU WALLS ABOVE INDICATES 2'x4"/2"x6"/2"x8",,/2'x10" INTERIOR PRE-ENGINEERED FLOOR f IIl I UfI BEARING WALL o INDICATES tpc SIMPSON LTT208 1"xq" SYP No.2 LATERAL TRUSSES ALIGNED W/ � I Oz a �__= INDICATES INTERIOR HEADER BEAM BRACES 0 48" 0 C INTERIOR STAIR WALL i ,5 O YYx + 4^ 76" DEEP SYSTEM 42 /•" STURDI-FLOOR SUB FLOOR PLYWOOD I till <I t , I It PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO 16" DEEP SYSTEM 4a %" SIURD -FLOOR SUB FLOOR PLYWOOD FRAME INTERIOR BEARING O < u {. III II ! I III. I FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE NAILS PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD J t 0 19.2" O.C. 0 4' O.C. EDGE AND 0 6" 0 C FIELD a WALL w/ 2"x6" SPF N O.C. f > FLOOR TRUSSES TRUSSES W/ tOd COMMON W1RLE NAILS ,. STUDS 016" .C. OOe ' EL +z9.6r NAVD 0 19.2" O.C. 0 4" O.C. EDGE AND 0 6" O.0 FIELD SECOND LEVEL FLOOR TRUSSES AT STAIR OPENING ml � z o { It ' r '� .1 y TOP OT F TRUSS r .--_- _. EL. +29.67 NAVD MICROLAM LVL FLUSH FLOOR ,. 1'x4" P.T. SYP No.2 a TOP 0� F TRUSS BEAM. SPLICE TOGETHER "`a, 3 C II SECTIO Ocnwn er. y ri t ,+ LATERAL BRACING w/ 6 ROWS 16d COMMON WIRE N CCK !" �j a _ ro a OPSTA STAIR - SCALE. 3/4" - - h Y Ii 0 48" O.C., FASTEN NAILS 0 12" O.C., EACH LAYER - 1 0 cxEuvn sr Uy - w/ 2-10d COMMON WIRE q ^ },I.. �t" 911 I1 1 c SIMPSON H25A NAILS AT EACH FLOOR (2)1.75"x16.0" 1.9E MICR©LAM 1pc SIMPSON HGU5414 �� �WII It 111JI x D TRUSS INTERSECTION -- - LVL FLUSH FLOOR BEAM FACE MOUNT HANGER., S 1 3E' BU)G PERMIT 1012111, I ) (2) 2"x10' SYP No.2 OR CLIP FROM EACH 422 3) 2"x10' SW NO.2 INTERIOR FLOOR TRUSS TO 1pc SIMPSON THA422 FASTEN w/ 10-76d COMMON �{ t HEADER BEAM AS PER PLAN HEADER BEAM o ADJUSTABLE TRUSS HANGER WIRE NAILS INTO BEAM AND 3cue IM' I'-0" #� ' I 1"x4" PIT. 20Pcs t/•"0x23/•" TAPCONS INTO ` Fsr•a,ls®IxsEcnoxusmaornawwnnwxmm+trv>=coow Fz4x�sw rosMunsm: 1„ I SECOND LEVEL FLOOR TRUSSES SECOND LEVEL FLOOR TRUSSES AT SIDE OF 8"x26" CONCRETE BEAM en-065 0 48" OC , FASTEN z. rx6wwvnxovo6�6ESIsrwcsysreusn0ceelcxEOluuws°wc6 tw21rz611 NOTE. spucE ALL MULTI-PLY AT INTERIOR HEADER BEAM o w/ 2-10d COMMON WIRE FLUSH FLOOR BEAM AT STAIR OPENING FLUSH FLOOR BEAM TO 8" CMU LINTEL BEAM CONNECTION wl11 SECTION x,,�4u.SCEr0z.IxIM°xDESIw,WAVES MR6°xDw6x iI'4{ I ,�. 2"x10" HEADERS TOGETHER w/ o NAILS AT EACH FLOOR DETAIL MD°rxExsmic MS'rowl,xsTAumEMNDtw°SWXIuTED Dwcw py MON WIRE SECTION TRUSS INTERSECTION � (;ECTION 6 wnxnuwlMuuarslcmx°saeEn aE,m Mme. AAAAAAAAiy 3^ f s 4 ROWS 12d COM 4 ( s. MECCWDUErm/J.'OcuoDlxOluvEeEfN BEI£C1EDnx0IXEwusE cxIING AFFUCTUM ENGINEER f hpJ 4 1 t THE NAILS 0 12" 0.6 � EACH LAYER F�y59 3/4" IticoavaxnTEOlxronl[oESIDuu+OSPeclrlunoxs IN ACCORDANCE mxsutrmaSS�ww ExcluEEv �11 -1 SCALE: 3/4" 1'-0" 1 :GALE: 3/4" = 1'-0' -1 SCALE: = 1'-O' ,ucxswvclr:AlExCx Moalonszsw 1 L wliOsFcnE1ED DEO ME II UM DEflIX!LDi�NxeuMMGSnx0 . y OIHEPSrPWNEB'MEMbHEDHN01E3. IINEF21rd30r F.P.Ek%A II t k..t JI Cul . ^ I � p4Vmk T ¢S) ! x II '/ " cox PLYWOOD WALL �d YtSHEATHING FASTENED w t l I Al, � CONNECTOR ROD SYSTEMA AT EACH I� z / ��d �f7 +n 8d COMMON WIRE NAILS 771 h4 " f END OF SHEARWALL SEGMENT I O 3" O.C. EDGES AND IyBx+ 111 AND 0 48" O. ONSEE SHEET YSU9 6" O.C. FIELD. EXTEND zi 1 I �i i�l �`I11 PLYWOOD WALL SHEATHING I %" STURTE DI FLOOR SUB TO BOTTOM OF 7'x8" PLATE P�3 Mid �► 2 1 FLOOR PLYWOOD SHEATHING. II iI III { f � ET No.2 -1 �I -1 -t GLUE AND FASTEN TRUSSES W1 10d TCOWoo MMON STUDS WOOD 2"x6" S0 16" O.C. fi V p I ! I' rll I n 11 3 WIRE NAILS 0 4" O.C. P I ! I I. I , I' -1 1 -_-t -c -1 EDGE AND 6 ' O.C. FIELD I AND "COUPLER NUT WASHER L I� ___ ___ __ __ ] WI -s 14" SYSTEM 42 PREENGINEERED : 11111 T ��r- M6i MOT 4Ci (1)2"x6" SYP No.2 4 ' i -- & a -- - - _ - _ FLOOR TRUSS O 19.2" O.C. I J __ -�� xl I +o' R 9 PA ER AL _ 2 ` BOTTOM PLATE _7 n 2"x4" SYP No.2 e Z III 9 r)'1 p, to is MI -- 1 CONTINUOUS O1 g ! ) __ id 42 A DESIGN DEAD LOAD 20 PSF I COUPLER NUT g t P III 6 DECK SYSTEM DESIGN LOADS: \ I ! I I . L (III 14 2 14 S M 2 ry p �. :m ' P -E IN E FL R p E IN RE FL R DESIGN LIVE LOAD 40 PSF _. _. EXTEND 5 VERTICAL p. SEE SHEET 5 14 f 1A ' US 5 l9. 0 ' ' ' / -- 8" s/R f 5 5 19. 0 TO WITHIN 3" OF TOP ,JI FOR ROOF FRAMINGIF ' 9 Q' 3 t " /z 4° 2°/ f 2'x8" P.T. SYP No.2 TOP PLATE OF 8" CMU WALL o 0 k L rl / I w/ ' z "0 x 10" HOT DIPPED - # IIII I GALVANIZED ANCHOR BOLTS w/ II I � ' CEDAR SHAKE SIDING LG q, 2"x2"z'/' PLATE WASHER 0 24" O C AS PER ARCHITECTURAL 0 I I i l i 1pc SIMPSON HGUS550/14 n _ 8" MU PLANS AND SECTIONS IIII NTINUOUS 125"x14.0" B"x16' CMU OPEN BOTTOM LINTEL BLOCK I. FACE MOUNT HANGER. FASTEN - -. A B OW -} a! @ W/ 22-16d COMMON WIRE "' ! '"'` "' I ; - ' " - "' TIE BEAM W/ 2-MT TOP AND 1-$5 2 BOTTOM, GMLDTHREAD INTO BEAM AND -. d COMMON 'ORE '--2z xra I � 1pC SIMPSON HOUS4/14 --- ' NAIL IN HEADER BEAM I - ? EDGE BEAM TIMBERSTRAND LSL TYPICAL ED ROD CONNECTION AT FACE MOUNT HANGER. FASTEN ' --f' 1z)t w•X14.0'B s9 ulcRouM,`A xraa mm xm A --- OPEN A b s--__-_ -_ - '_ __: Yxm` BALCONY 1 III t 3 w/ 20pc3 'O 3" CMU' WHW EWSH BOOR BEAM IY ( i - SECTION - " BIB _ THIRD LEVEL WALL/FLOOR TRANSITION TAPCONS INTO 8' CMU WALL O W I I I L +, � � STEP e' CMU WALL If //�� - TS �I 31MI ON N0, 6 �I 1 9(IALE. 3/4 1 0 r j Ik � t j LO R CIS 2 III `s*.t 1p0 IM N Tjc 22 DJ TA E ( I- '/x ' CDX PLYWOOD WALL <`ww° .4 III II �I .. 6' 0. m o TH 22 DJ TA E - AND 22-1fid COMM I I I N I NAILS INTO BEAM sSHEATHING FASTENED w/ 8d k6S 1pc SIMPSON IJJS28 2 '� 6 w " TR S NG ( I L) 1R S NG ( I L) 1 CONNECTOR ROD SYSTEM AT EACH COMMON WI E NAILS O 3" O.C. a f +l I ,. IS FACE MOUNT HANGER, - _ END OF SHEARWALL SEGMENT -\] R I I I it o I DGES AND fi" O.C. FIELD (� EACH END "' - --•---- • AND O 48 I I 1 -c .. • ' -- 2z N0 " 221 I�iYI w -T-S'� (z)1 •. .v tsE --.- �� 9 GGGII tm� • �M-tx m x.. _ ....I. 5271 54 Y t " ... I { -j_- -tJ � 17 D.C. SEE LAYOUT 2"x6" SPF No.2 ` 1 c SIMPSON LUS28 3 ---( .� 12 5 Rw5 rox sEUA ro .E N Tsz - U �- ON SHEET 5 9 I STUDS 0 16" OC 0 X f �[V 16 FACE MOUNT HANGER, MICRIXAM L4L v } o Ew 11 M - AL BE W °/q" STURDI-FLOOR SUB 3•x3"x'/." PLATE WASHER �' y Iy �I 4'x4 P.T. STP No.2 -1 O 2 III q wm %" B 6 III NOTE: GLUE TRUSSESWW/FASTEN 10d COMMON AND COUPLER NUT EACH END rtusx ftaoR 6EAu w + ( tI FLOOR FB-7 y 3 k POST BELOW w/ 1PC 1 c SIM ON HH 48 w' m - 8 MU I }y f SIMPSON AC4 POST CAP FACE MOU GE 1° + FLASHING DESIGNED `y BOTTOM PLATE o 2 Ilfffl Y w/ 28-16d COMMON 3 4 I 4o W. L B LO 1 _ WATERPROOFING AND B )2 $ e m _ m r _,. 1BY OTHERS ES n OFF NAILS 04 OC V N x F EDGE AND 6 ' D.C. FIELD WIRE NAILS -17 I. a TOP OF TRUSS ! l J I'E^`o I oca 14 YS M 2 \ % Tr+ ", _ aT###la PR TF SS IN® 9D LOO Y° "' 2 ROWS 12d COMMON ,T 2 " LOU m - " PR 1EN INE ED LO w + WIRE NAILS 0 5" O.C. ,; I r 17 6 T SS 0 9. 0 L 1p IMPSON LUS28-2 6" Z _ __ __ ��� __ ___ __-_ '", -- 4- ---+• __._ DBL 2•x10" P.T -_ =1 CE MOUNT HANGER q 0. k I EACH END m -_ -� -- . __= SVP 00" LEDGER w/ 14" SYSTEM 42 PREENGINEERED J I II -. ___ - -. ___ - IP PLATE II _ - __ J L_ --- .- - --- - -------. ---- '-' s/ "0x10" HOT DIPPED 2x8 P.T. SYR No.2 TO - -- e•aN cwverz r.MN ennr FLOOR TRUSS O 19.2" O.C. w ' 0 x 10" HOT DIPPEDL GALVANIZED ANCHOR j / /z' I \N � II TI4 SINGLE 2"x8" P.T. SVP No.2 LEDGER w/ 1pc SIMPSON HGUS5.5014 tpc SIMPSOM BOLTS 0 16' O.C., 1"x4" P.T. SYR No.2 LATERAL GALVANIZED ANCHOR BOILTS w/ VZ_ I IN I I` s/ "0x8" HOT DIPPED GALVANIZED ANCHOR FACE MOUNT HANGER. ASTER 1HA422 ADJUSTABLE ➢ 3 STAGGERED BRACING 0 48" D.C., FASTEN w/ 2"x2"z'/e" PLATE WASHEAR 0 24" O.C. r' II' ( BOLTS 0 12" O.C., STAGGERED w/ 20pca '/q"0x2 /" WHW TAPCONS TRUSS HANGER (TYPICAL) 2-10d COMMON WIRE NAILS AT EACH W T INTO 8" CMU WALL AND 22-16tl (3pcs MINIMUM) COMMON WIRE NAILS INTO BEAM FLOOR TRUSS INTERSECTION 8'x16" CMU OPEN BOTTOM LINTEL ` s to NOTE: SPLICE ALL MULTI-PLY TIGER SYSTEM DESIGN GADS FRAMING NOTE: GENERAL BLOCK TIE BEAM NT 2I5 TOP AND � �¢S BRACE BOTTOM CHORDS OF 1-#5 BOTTOM, CONTINU US W LL . 1i L HEADERS TOGETHER w/ 4 CONTRACTOR TO COORDINATE PRE-ENGINEERED FLOOR TRUSSES J II ROWS 12d COMMON WIRE NAILS DESIGN DEAD LOAD = 20 PS LOCATION OF FRAMING MEMBERS w/ 1"x4" SYP No.2 LATERAL PARTIAL WALL SECTION PARALLEL p K ! t 0 12" O.C., EACH LAYER DESIGN LIVE LOAD >' 40 PSF AND HVAC DUCT WORK BASED BRACES 0 48" C.C. FASTEN w/ w / THIRD LEVEL FLOOR TRUSSES O ON ELECTRICAL FIXTURE 2pca 10tl COMMON WIRE NAILS AT = O III II 4 LOCATIONS. EACH TRUSS INTERSIECTION NOTE: SPLICE ALL MULTI-PLY 2 SECTION ~ ILL r C MICROLAM LVL FLOOR q BEAMSHEAOER4 TOGETHER w/ THIRD LEVEL FLOOR FRAMING PLAN SCALE: 3/4" _ -0" MONSOON L.. COMMON WIRE FTRE7 FA EN ABLFE5 ROWS i6d C SCALE: ,/4" = 1 '-0" (INDICATES 1.9E MICROLAM LVL STURDI-FLOOR SUB FLOOR PLYWOOD NAILS 0 12" O.C., EACH LAYER FB R, FASTEN w/- ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 14" SYS EM 42 ® FILOOR BEAM, SIZE PER PLAN SHEATHING. GLUE ANO FASTEN TO WOOD INTO TOP OF 3ply 1.75"x14.0" 1.9E PRE-ENGINEERED FLOOR TRUSSES O 192" OG U.N.O. " IMDICATES TOP OF INTERIOR HEADER 16-10d NAILSMICROLAM LVL FLOOR BEAM. TRUSSES W/ 10dLUE COMMON WIRE NAILS NOTE: CONTRACTOR SHALL INSTALL TEMPORARY - ALL LOFT JOISTS SHALL BE 2"x8 ' SYP NO 2 0 16" O.C.I SHORING/RESHORING, AS REQUIRED, TO SUPPORT THE - ALL FLOOR BEAMS SHALL BE 2OE MICROLAM LVL BEAMS AS BEAM FLUSH w/ FLOOR 1RUSS F LEDGER AND 0 4" O.C. EDGES AND 6" D.C. FIELD I FLOS INTO TRUSS ,pc SIMPSON MGT. FASTEN PREENGINEERED TIMBER FLOOR TRUSSES, CONVENTIONAL MANUFACTURED BY TRUS JOIST Ma<MILLAN OR EQUAL (_1q•) IMDICATES TOP OF INTERIOR HEADER FLORIDA PRODUCT w/ 22-10d COMMON ORE II TIMBER FLOOR JOISTS, AND MICROLAM LVL FLOOR BEAMS STEAM 14" BELOW TOP OF FLOOR TRUSS APPROVAL 10447.22 s I Ijj ' PRIOR TO INSTALLING THE 8" CMU WALLS ABOVE INDICATES 2' x4"/2"x6"/2"x8"/2"x10" INTERIOR # NAILS AND /s"0x12" HOT I -_- BEARING WALL IMDICATES '/z" CDX PLYWOOD DIPPED GALVANIZED I }7 INDICATES INTERIOR HEADER BEAM ® DEICING DIAPHRAGM ANCHOR BOLT 2"xB" P.T. SYR No.2 g TOP PLATE U p gq I ,� I k e'z16" CMU OPEN BOTTOM TEu rf LINTEL BLOCK TIE BEAM MSz If W 2- 5 TOP AND 1- 5 I` / # # NOTE: SPLICE 14"d MULTI-PLY rM or` 14" DEEP SYSTEM 42 '/q" SIURDI-FLOOR SUB FLOOR PLYWOOD 14" DEEP SYSTEM 42 °/q" STURDI-FLOOR SUB FLOOR PLYWOOD 14" DEEP SYSTEM 42 s/q" STURDI-FLOOR SUB FLOOR PLYWOOD BOTTOM, CONTINUOUS MICROLAM LVL FLOOFR HEADER pii II I p` PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD PRE-ENGINEI32ED SHEATHING. GLUE AND FASTTEN TO WOOD PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD g" CMU WALL w/ BEAMS TOGETHER w/ 5 ROWS g FLOOR TRU!iSEs TRUSSES W 10d COMMON FORE NAILS FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE (NAILS Md COMMON WIRE NAILS Q zf 0 / 1-#5 VERTICAL 0 40" O.C. J < U FLOOR 1RUSSES TRUSSES W/ tOd COMMON ORE NAILS - 0 19.2" C.C. 0 4" D.C. EDGE AND 0 6" O.C. FIELD 0 19.2" O.C. 0 4" O.C. EDGE AND 0 6" O.C. FIELD (CENTER IN CELL) FILL 0 12" O.C., EACH LAYER J s + O 19.2" O.C. O 4" O.C. EDGE AND O 6" O.C. FIELD _ CELL SOLID w/ 3000 psi W r 0 EL +41 .00' NAVD ^ EL. +41.00 NAND - - - - ESL. +41 00' NA CONCRETE GROUT w ¢ p TUI' OF TRUSsw - m ' I b TOP 0�' F TRUSS a TOP OF TRUSS o '� II \ \ '� `� THIRD LEVEL FLOOR BEAM SUPPORT ro N 1"z4' P.T. SYP No.7s "' "' OPEN FOR { i ' .I LATERAL BRACING STAIR AND MASONRY WALL CONNECTION OMxN sr J 1 0 48 O.C., FASTEN w 2 10d COMMON ORE f (2)1.]5x14.0" 1.9E WICROLAM - --- SECTION ¢K 11 ­SIM SIMPSON H2.5A NAILS AT EACH FLObR LVL FLUSH FLOOR BEAM 1pc SIMPSON THA422 (2)1.75"x9.25" 1.9E MICROLAMI 3 cxEarED er. (2) 2"x10" SYR No.2 OR CLIP FROM EACH TRUSS INIERSECl10N 1•x4• P T SYR Not 1pc SIMPSON THA422 ADJUSTABLE TRUSS HANGER LVL FLUSH FLOOR BEAM S-1 SCALE: 3/4" = V-0" o^w' BLOG PERMIT 1Q211it II �( (3) 2"x10" SYP No.2 INTERIOR FLOOR TRUSS TO : ADJUSTABLE TRUSS RANGER p � HEADER BEAM AS PER PLAN HEADER BEAM LATERAL BRACING ¢ II 0 48. O.C., FASTEN ' va•=fO' I' I l THIRD LEVEL FLOOR TRUSSES w/ 2-10d COMMON ORE THIRD LEVEL FLOOR TRUSSES AT THIRD LEVEL FLOOR TRUSSES AT 1 nBEM� Ss DESIcxEGTOMINWMKM CEwrHx EUMRANG axles: a6xGME x Y } NOTE: SPUD£ ALL MULTI-PLY NAILS AT EACH FLOOR ESTMIISHEO w SECTION U&M,3m RCINM MANNISTM1w£WOE Ettu35 Qf AT INTERIOR HEADER BEAM TRUSS INTERSECTION FLUSH F _00R BEAM AT STAIR OPENING F USH FLOOR BEAM AT DINING ROOM OPENNG is I 2"z10• HEADERS TOGETHER w/ SECTION SECTION N TMTHSECUONEONUII 742MInTUM DESIGN UOPIDG lxucoxNGS 1012trzo11 111 III SECTION MOfECIIGxxM'bY 6-MLi MINIMUM EWNDLMNF9UTAMD 4 ROWS 12d COMMON ORE 4 °° g 6 ANDOTHINIMUMICTIIRWINDSPEEDO' DDMPH. DLDAOE AssacureD wuxo. NAILS O 12 O.C., EACH LAYER wTmnxMIMUM NASCWINOSF£ED oflm MRx. i S-1 SCALE: 3/4" = V-0" S-1.S SCALE: 3/4' = 1'-0" -1 SCALE: 3/4" = 1'-0" S THE COPONRrtSANDCLAMINGMVE SEEN SELECTED AND THEIN USE eMRISTORHERC.MTIE S'13 arL� y H2.5A INmFNMTED IWO THE DESIGN IND SRCMATKNS IN ACCORDANCE CONSULj'xGSTWCTURMENGINEER , I' LE WITx SECUON G GFTHE MINIMUM DESIGN LOWS FOR SUILDINGSM'D I 11' VV I JACM9)42DLLE9POH.AFLOP Ge?a0 OTHER STRUCTURES'MENTIONED IN MORE 3. � 31T4TDI RIFEWSM - q xYT n u•v 1� wX H rvY N� [I I Ir ' US I - . .. . . L . 'f N i, { MICR 1.75' x16*VI_ R 1 E MICROLAM LVL RIDGE BEAM Wlpry I. di III 2"x10" SYP NO.2 RAFTERS 016" O.C. 2"x10" SYP NO.2 RAFTERS 016" O.C. AS PER ROOF FRAMING PLAN " w/ 2"x8" SYP 20.2 CEILING JOISTS 0 16" O.C. w/ 2"x6" SYP NO.2 COLLAR TIES 0 16" O.C. j 1 e 3pos SIMPSON HTS24 7 TWISTED STRAPS }" H FRAMING 2"x6" SYP NOI STUDS AS KING POST 2"x ID SYP KING, 3pcs 2"x6" SPF No.2 T �x6 WALL SOLID-BLOCKING, 1 G - T (2) 2 'x6' SYP No v R 3 ` STVPICALO STUDS AS KING POST TOP PLATE �• Z++� 4 ISI q 1 P 20,2 ____' _ --------------------------------- _�_______ __ __ _ __ � 1RUE _ BALLO 1 c SIMPSON MGT SUPPORTING RIDGE o AT CORNER HIP i(TYPICAL) ( )� BEAM AT BEARING • I a u o `° r__ ____ - - I , /S DOUBLE "TOPPP PLATE • r -N - 3 O ® O 1 ^ ` 8" CMU WALL , AL EY 0 7'x6" SPF RAM xto' ATTIC (Jf T I o. •( 123"z3ND H PLATE BALLOON FRAMED J� BELOW Arrm s 1 3 3pcs 2"x4" N 21 WASHER AND HEX NUT p STUDS ® i6" O.C. in O y`da 6/e>e THREADED ROD ti „ A bT} o rcw --- _ C_._ SEED IL 5/ 1 ANCHOR SYSTEM z 2"z6" SPF NO.2 .� 22 x+( 3pcs Q" " PF N0. `� • J ' 4 BALLOON FRAMED BALLOON FRAMED 2 2x6 SPF No. N IJ� 5 D A V LLE J� _ -.. AEA wG- ---_, STUDS 0 16" O.C. es 2 If b ,,, x .� , 1 2"z6" WALL JFK STUDS SUPPORTING 0 ' O LBELRCCF 2"x6" SYP N 2 T TYP CA ) xa 1 FRAMING B$))7'x10" ROOF HEADER gy k' SOLID BLOCKIN , z PAM EACH SIDE a - V N I % ) i '.. 10 SPACES BA K _ _ _ - - N- 7 0` G NE ( [[ ED 3pcs } • III OVERFRAME w ED TYPICf 9 ., 6� 0A -_T ` ) c' TWISTED SIMPSONSTRAPS HTS24 ' p m BELOW " / SPF N 2 -_ 3 S` DS A( FA 2 ---. u J z a0 4 C 0 ,0 TWISTED STRAPS 6 ✓1 8 CMU WALL _ s O ' - 3pcs 2"x p _1 x8" SYP N o m a 'N • I OS L - ( OA E50 2 m ® ROOFxlO" SYP NO.2 HEADER BEAM { g N L -.. 2x6 SYP No.2 DS 5 --. _.... --_ 'lam L AFTERS ® 24" O.C. KIN POT --- -- - - -- „ s -D" Ld NE r� a r R t L m 3pcs 2"z6" ED 2pcs 2"x 6" SPF No.2 ipc SIMPSON MSTA24 STRAP z r Ar �' ¢ F EACH SIDE OF HEADER TO i 3p 2"x6 SPF 0. SPF 20.2 SI STUDS AS t' J OEROOF OF HEADER CREATE A CONTINUOUS LOAD KING POST a o PATH TO 8" CMU WALLBELOW ., o: i FULL , 1 ' > N rc f au E 5 (TYPICAL EACH SIDE) 1 . O - 2T _ N N �I F i } � 2x1 WAL - -- ' ::;y, IC � weiLow�x zz TA4 HTS24 I I om I J I t 1} RAMI G E '_.. x . p i ® � r - x *" _ T NOTE: SPLICE ALL MULTI PLY An pr ( , 5 ' " -- 't _ o m HEADERS TOGETHER w/ 4 a„ o' L_ + - • ROWS 12d COMMON WIRE NAILS II, N 7 e C' B C 2� _ z d I', coo ---_ G-". °,`""! __- _ � � 2"x6" SYP N0.2 EACH LAYER w U O " Del __ _ G) N _ _ .,0 3 SILL PLATE rc y .,. . "' , 1 s kb� 2"x6" SYP 20.2 v Z � ID pd .` l Ilf is a J yr - - - - li -Q�� - ------ 4F7 - (TYPICAL) BACK !I ` - 4 ♦ ' < x 3p R 2x4 sp A10.2 1YLSPACESKING, TWISTED STRAPS FROM RIDGE BEAN-TO m z 2 °yr H, z 5 AL EY (TYP AL o z 6' w L _ AL GABLE END KING POST TO SUPPORT FADER c P If 5 V N I I i Y t ZOx 1 s 'I 2 _ _ N� f STUDS R mL BEAM AND 8° CMU WALL BELOW w E w U N 113 € „ a 4 DETAIL x Ij - 1 SCALE NTS { zN AT IC i� ,a -14 CMU WALL rel to Ix m : . NH Ai1'10 ,il t BELOW FI _Ca]s xto" _ _ -_ V ( OBI1a) o_ f� __ 1 ____ ___-__ __ 2pcs 1.75"x160 19E y -_ � �I(. !)`I r t , ' j � 1, PI 2x6" SYP Nb.2 MICROLAM LVL RIDGE BEAM { t�• r I" ;.f F 3pcs 2"z6 SP . 20.2 wEa a,"p"` 1 AS PER ROOF FRAMING PLAN ' M1II I t - I I I I STUDS ASI ' _DSS I I SOLID BLOCK NG. E 11--r7 J (TYPICAL) 2pcs SIMPSON HTS24 yj 2"z8" SYP 20.2 RAFTERS ® 24' O.C. 2'•x10 SYP NO.2 RAFTERS 0 16 O.C. TWISTED STRAPS TO 7'x6" SYP No.2 { ( III w/ 2"x6" SYP NO.2 CEILING JOISTS 0 24" O.C. -1 w/ 2"z6" SYP NO.2 COLLAR TIES 0 16" O.G. TOP PLATE � ., t , AND 2"x6" SYP NO.2 SCROLLED RAFTER TAILS 3pcs 2"x6 SPF No.2 LL STUDS AS KING POST O FRAMING NOTE: GENERAL SUPPORTING RIDGE O d BEAM AT BEARING ., , CONTRACTOR TO COORDINATE UPPER ROOF FRAMING PLAN UE t LOCATION OF FRAMING MEMBERS I 1 WITH HVAC DUCT WORK AND SCALE: T/4" P-O" . 2"xD SPF 6" D Z STUDS ® 16" O.C. ELECTRICAL FIXTURE LOCATIONS. -MAIN HOUSE ROOF FRAMING: CONVENTIONAL 2"x10" SYP NO.2 RAFTERS 0 16" O.C. W r2 1 , w/ 2"t6" SYP 20.2 COLLAR TIES ® 16" O.C. fl t NOTE: SPLICE ALL 11.875" deep -UPPER LOFT TOWER ROOF FRAMING: CONVENTIONAL 2"x6^ SYP 20.2 RAFTERS ® 24" O.C. JA 2"x6" SPF No.M a U. MULTI-PLY MICROLAM LVL ROOF w/ 2"K8" SYP NO.2 CEILING JOISTS 0 24" O.C. JACK STUD SUPPORTING 1 O2"x10" ROOF HEADER VALLEY BEAMS TOGETHER w/ BEAM EACH SIDE 'I d COMMON WIRE - INDICATES 7/1B• OSB OR t/s" CDX ROOF YS M DESIGN LOADS 2pcs 1.75"x11.875" YI,9E 5 ROWS 18 2 cs SIMPSON HTS24 T r NAILS 0 12" O.C., EACH LAYER PLYWOOD CEILING DIAPHRAGM CONVENTIONAL ROOF FRAMING: AS PER LVL VALLEY BEAM P ,I , { )~ AS PER ROOF FRAMING PLAN - INDICATES ROOF OVERFRAMING RAFTER DESIGN DEAD LOAD = 1d Ps1 TWISTED STRAPS 'M ' " 3 2"x10" SYP NO.2 I RAFTER DESIGN LIVE LOAD = 20 psi ( ) NOTE: SPLICE ALL 16" deep __ ROOF HEADER BEAM MULTI-PLY MICROLAM LVL ROOF ( __j - INDICATES EXTERIOR BEARING CEILING JOIST DESIGN DEAD LOAD = 10 Isf I ! RIDGE BEAMS TOGETHER w/ 6 - WALL BELOW s1 c SIMPSON MSTA24 STRAP CEILING JOIST DESIGN LIVE LOAD = 10 P P p ROWS 18d COMMON WIRE NAILS _ _� - INDICATES HEADER BEAM (2)2"x4" SVP 20.2 EACH SIDE OF HEADER TO L It 0 12" O.C., EACH LAYER 2 cs 2"z6 ' SPF No.2 TOP PLATE P CREATE A CONTINUOUS LOAD t INDICATES 1pc SIMPSON MGT FULL HT. STUDS EACH PATH TO FLOOR FRAMING BELOW SIDE OF (3)2"x10" (TYPICAL EACH SIDE) NOTE: SPLICE ALL MULTI-PLY ■ - INDICATES POST OR KING POST 3pcs SIMPSON HTS2µ ROOF HEADER r1 ROOF HEADERS TOGETHER w/ x - INDICATES 1 c SIMPSON HTS24 STRAP TWISTED STRAPS FROM 4 ROWS 12d COMMON WIRE P VALLEY BEAM TO SUJppORT If NAILS 0 12" O.C., EACH LAYER STUDS BELOW MSTA24 HTS24 x C J W wrc tgi ' 2pcs SIMPSON A35 CLIP ANGEES NOTE: SPLICE ALL MULTI PLY Be AT EACH RAFTER TO RIDGE BEAM. 3pcs 7'x4" SPF No.$ 2"x6" SYP 20.2 HEADERS TOGETHER w/ 4 Q Im zo 11 t EACH A35 SUPPORT STUDS AT SILL PLATE ROWS 12d COMMON WIRE NAILS p i i ' 1 ' CDX PLYWOOD OVERFRAME W/ 7'x6" SYP 2pcs 1.75"x16.0" 1.9f FASTEN w/ 12-8dx1 /s" NAIL6 VALLEY BEAM ® 12" O.D.. EACH LAYER Q r 4 I b Iii , /ROOF SHEATHING NO.2 RAFTERS 0 24" OC, MICROLAM LVL RIDGE BEAM 1 ipc TED STR HTS24 J ; g O w/ 7'x6" SYP NO.2 COLLAR /2" EN PLYWOOD ROOF SHEATHING, TWISTED STRAP FROM ` U FASTEN w/ Btl RING SHANK COMMON 2"x4" SYP ATENO.2RIDGE BEAM SUPPORT x 1 ROW 8d RING SHANK TIES W/ 8pcs-12d COMMON /2 WIRE ,NAILS 0 4" O.C. EDGES AND BOTTOM PLATE STUDS TO FLOOR GIRDER J ^ COMMON WIRE WIRE NAILS EACH ENO ® 24" 00. 5 6" O.G. FIELD. TRUSS BELOW m p = o IId NAILS 0 3" O.C. 2"x8" SYP Not LEDGER, FASTEN z"x1o" SYP No.z TWISTED STRAPS FROM RIDGE BEAM TO b' LEDGER TO ROOF THRU PLYWOOD DECK RAFTERS 016" O.C. 3pcs SIMPSON HTS24 HTS24 INTERIOR KING POST TO SUPPORT HEADER r 'r DI 2WASHx3°/A" DECK SCREWS w/ 1" • • • • • . . • TWISTED STRAPS FROM DIA. WASHERS AT EACH RAFTER INTERSECTION • • • • • �_ VALLEY BEAM SUPPORT BEAM AND FLOOR FRAMING BES onAwx6v^: rf 1pc SIMPSON H2.5A W/ r STUDS TO FLOOR GIRDER DETAIL I I LOWER ROOF 8-BdxTP/r" COMMON WIRE = 2"x6 SYP No.2 COLLAR TRUSS BELOW I , t, �I RAFTER ® 24" D.C. NAILS FROM RAFTER a TIES ® 16" O.C. w 10-12d 2 OA t t / -BLDG PERMR 10121111 O 5-14 SCALE: N.T.S. It TO LEDGER o (>' COMMON WIRE NAILS EACH END = Z scuE V4'=I'-D' l 4 r ,. 1HE5EPI SMEDMIGNEDro6ENWMRu„LEwxxIESTAx RM RgUW s'Vl o w TWISTED STRAPS FROM VALLEY BEAM Etter 2. MErM NNOFOKEUNSnx6sYSTEMSAP MSI6NMIx ACCCPMAxCE !Ca„ � 1W21/$Ott ESTAeusxEO N eEc.Iox msv 6D1 naNOA AVMxIsmATrv6 cme COLLAR TIES TO FLOOR GIRDER TRUSS BELOW I LEDGER DETAIL AT OVERFRAMING RAFTER H25A VINNUM WITH SECOON MMSC ESC TO WESTING MEW INDLOADS LOADSpt&ILL0 SECTION DETAIL PRSE AHAWRRIRUC,ACWINDPEEDOF1NSEWNDL D6 D "I� DETAIL 4 5 �� ME CONNINEws AND DOUSING UM,ID SEE. /� !v f 3 amEcoMvoramsraocrmomoluvE6EEx sElccrEoulomuxUSE vmisroPHENC NnmE C�14 aE�L A r r It -1 SCALE: N.T.S. XW]NPonATEOIxromEOESIrN uosFECIErwTxMSIx ACmxaP++CE CONSULnxCSxtuclususx6BEER v tl ^I a 1� !u -14 SCALE: 3 4" = V-0" -14 SCALE: 3/4" = 1 -0 wnx sECTIax 6 OF ME'uNlxUS DERAGNJOBIS MR euw1„cs AND awoscEauAVExuE a , I III IfI �t,i / JAG(SDNNLLESEACH.Rg11M '31256 OixEA S1FWTUPE6'lENixx1E111X H]iEt. 211JM fIP.E.]AYA F � r I 1 y f I n + ` ME `7< '� f ''/g "I JI 11 Il COX PLYWOOD ROOF SHEATHING, 2"x6" SYP N0.2 2"z6" SYP NO t 'm P P '" AI*y PAKTEN w/ 8d RING SHANK COMMON OUTLOOKERS SOLID BLOCKING ROOF SYSTEM DESIGN 1QgQg FLOOR SYSTEM NESIGN LOADS: l !j $ I WIRE NAILS ® 4" O.C. EDGES AND ® 24" O.C. CONVENTIONAL ROOF FRAM CEDAR SHAKE SIDING ' s GABLE END BR FLOOR DEAD LOAD = 20psf IAS PER ARCHITECTURAL 1 ! m 6^ 0.0. FlELD. AS PER AR P FLOOR LIVE LOAD 40 sf 1CSECTINRAL RAFTER DESIGN DEAD LOAD = 10 sf = ° I" F [ 4-12tl 4 12d P PLANS AND SECTIONS ' r NAI NAILS \PLANS AND SECTIONS RAFTER DESIGN UVE LOAD = 20 psf L i '/°" CDX PLYWOOD WALL I 2'1 BLOCK • __ FASCIA AND SOFFIT OWN R' BATH ( SHEATHING FASTENED w/ S! t 4' I ® X-BRACE 2• 0^ F AS PER ARCHITECTURAL 80 COMMON WIRE NAILS � '�I li PLANS AND SECTIONS 2"x6" SPF No.2 BALLOON ( " C y , $ ® 3" O.C. EDGES AND + ( i 4-12d OW A ' FRAMED STUDS ® 16" D.C. 6" O.C. FIELD. EXTEND TOE NAILS 2"x6" FASCIA I PLYWOOD WALL SHEATHING A H2.5A SPH6 f° 1 + EACH END, 2"x4" SYP N0.2 (2A2"x6' SYP No.2 TOP MSHN °/"0 ALL-IfHREAD UPLIFT if TO BOTTOM OF FLOOR BEAM ' I . I I 4-12d J PLATE SPLICE TOGETHER ING ANDCONNECTOR ROD SYSTEM AT EACHIf I FROM BLOCK X-BRACES IS SIGNED END OF SHEARIWALL SEGMENT 1pc SIMPSON CS16 FLAT FLORIDA PRGDUCT II + TO RAFTER ® 48" O.C. + w/i 2 ROWS 10d COMMON I STRAP ® 32" O.C. FROM NOS. APPROVAL h"0447.22 r ? WIRE NAILS ® 16' O.C. AND ® 48" 0.6. SEE LAYOUT UPPER 2"x6" WALL STUDS WATERPROOFIN -12tl + ON SHEETS 9 AND S IMPSON ADJUSTABLE NAILS TO LOWER EDGE BEAM. LA D NED ti ;` - J 3' x3'x4�' PLATE WASHER a/4" STURDI-FLOOR SUB FLOOR PLYWOOD j (7)2"x6" SYP Nat BOTTOM BY OTHERS ES d NAILS d NA N TO TOP 01TEN IT/ WII , AND HEX NUT SHEATHING. GLUE AND FMSTEN TO WOODPLATE. FASTEN w/ 2 ROWS BRACE BOTTOM CHORDS OF , F S NAILS TRUSSES W/ 10d COMMON WRE NAILS 12d COMMON WIRE NAILS nI .X 2"z4" 8'-0" SYP No.2 LATERAL 2"x6" SYP N0.2 SOLID ® 4" O.C. EDGES AND 6" O.C. FIELD I� PRE-ENGINEERED FLOOR TRUSSES LEDGER AND�k . BRACE 0 48" O.C. FASTEN w/ ® 16" O.C. w/ 1"x4" SYP No.2 LATERAL INTO TRUSS I BLOCKING. FASTEN w/ 4-12tl 6- 12d COMMON WARE NAILS $ �. 3-12d INTO EACH CEILING JOIST TOENAILS EACH END. 14" SYSTEM 42 RREENGINEERED ( 1pc SIMPSON A35 CLIP BRACES ® 48" O.C. FASTEN w/ P. •� � •-I w / 2'1 SVP NOIBLOCKING COLLAR TIES ® 16" O.C. Ii EN GABLE 2'x6" SYP NO.2 CEILING EL TOP OF TRUSS ° n FLOOR TRUSS ® 19.2 O.C. AN LE wCOMMON /`WI E NAILS a" FASTOX EN /LBS 0 4"" N"G SHANK COMMON 2pcs cEACHtl TRUSSON WIRE NAILS INTERSTECTION AT SHAKE a FASTEN w 8d RI ING JOIST LEDGER. FASTEN w/ 3 ROWS ( IIII4. II LI 1 .�1 ' IC f \ END CEILING LEDGER 2 xfi FIRST No.2 BALLOON I+ 12d COMMON O. INTIO EACH STUD N FIELD. O.C. EDGES AND e PLANS ANDSECTIONS s III s' c a GYPSUM DRYWALL ON FURRING 4 FRAMED STUDS 0 16" O.C. I 2"x6" SYP No.2 RAFTERS ® 24" O.C. AS PER ARCHITECTURAL PLANS CD I v = FASTEN TO HEADER BEAM w/ 3pcs 12d � 8" CMV WALL w/ a °/"O ALL THREAD UPLIFT II '/z COX PLYWOOD WALL --"- '-"""'-""-'�- '-- -"- TOE-NAILS NAILS (EACH SIDE OF RAFTER 1 ROW 10d COMMON WIRE ISI 1-#5 +VERTICAL ® 40" O.C. z I :F o CONNECTOR ROD SYSTEM AT EACH SHEATHING FASTENED w/ %" GYPSUM DRYWALIL CEILING NAILS ® 4" O.C. (CENTER IN CELL). GROUT a + ''I END OF SHEARWALL SEGMENT 8d COMMON WIRE NAILS THA422 FASCIA AND SI s ! a CELL SOLID w/ 3000 psi V AND ® 48" O.C. SEE LAYOUT ® 3" A.C. EDGES AND 1pc SIMPSON I 2'-0' AS PER ARCHIT /a'� STURDI-FLOOR SUB FLOOR PLYWOOD J .. TECTURAL CONCRETE GROUT { ADJUSTABLE TRUSS HANGER, SHEATHING. GLUE AND FASTEN TO WOOD 4p ON SHEET S-9 6" O.C, FIELD. EXTEND OVERHANG PLANS AND SE i III FASTEN w/ 6-16d COMMON WIRE @TIONS TRUSSES W/ 10d COMMON WIRE NAILS III ( z s PLYWOOD WALL SHEATHING SINGLE 2'x10" P.T. SYP N0.2 pT If fl �, /4" STURDI-FLOOR SUB FLOOR PLYWOOD II TO BOTTOM OF 2"x8" PLATE NAILS INTO TRUSS ANO 20-10tl 1pc SIMPSON H2.SA 2"x6" FASCIA ® 4" O.C. EDGES AND 6" O.C. FIELD LEDGER w Q ' I 1 / s 0x8' HOT I AN FASTEN TO WOOD LEDGER ) 1j1 Al t SHEATHING. GLUE D COMMON WIRE NAILS INTO CLIP FROM EACH ipc SIMPSON SPH6 ® 16" O.C. `+ Lw DIPPED GALVANIZED ANCHOR TRUSSES W/ 10tl COMMON WIRE NAILS { 3'x3"xy✓x" PLATE WASHER RAFTER TO SUPPORT (3)1.75"x14.0' 1.9E MICROLAM LVL { EL. +29.6]' NAVDA BOLTS w/ 2"0 WASHER tt ! ® 4" O.C. EDGES AND 6" O.C. FIELD I+ AND COUPLER NUT 2"x6" 8YP No.2 O a ® 16" O.C., STAGGERED 91 i FLUSH FLOOR BEAM. SPLICE (TOGETHER 2 2"x6' SVP No.2 TOP TOP OF 7RUSZt�S IJ+ }! < 14" SYSTEM 42 PREENGINEERED w 5 ROWS 16d DOMINION WIRE SOLD BLOCKING. I PLATE SPLICE TOGETHER � _ _� e- {' I + i 4 B )2"z8" SYP No.2 / ro b 12" P4 Fh y„ EL. +_11.0I "' FLOOR TRUSS ® 19.2" O.C. I BOTTOM PLATE NAILS ® 12' O.C., EACH LAYER FASTEN w/ 4-12d J w/ 2 ROWS 10d COMMON � I j a r •q +- TOP OUSS ---- -- --- - TOENAILS EACH END { WIRE NAILS ® 16" O.C. I MAX FLARED CEDAR SIDING AS PER ! III 2"x4" SYP No.2 ARCHITECTURAL PLANS i If CONTINO BUS IT 1 I � (k1 �I w COUPLER O NUT ] FASTENED PwYWBd PLYWOOD WALL HIEATHING 16" SYSTEM 42 PRE-EINGINEERED m� CMU EN • { _ 1 EXTEND 5 VERTICAL GYPSUM DRYWALL CEILING o NAILS ® 3" O.C. EDGES LINTEL BLOCK PAN BEAM OM � " ANO RE FLOOR TRUSS ® 19.2" O.C. h .Z+ ' ] _� # f KITCHEN 6 ' O.C. FIELD w/ 2'#5 TOP AND 1 -#5 q • T Y I NI Y� ? - s " TO WITHIN 3" OF TOP °/N" GYPSUM DRYWALL CEILING BOTTOM. CONTINUOUS w + OF 8' CMU WALL ! 2'1 SPF No.2 68 ' 2'x8" P.T. SYP No.2 TOP PLATE `i' STUDS ® 16" O.C. 1 "x4" SYP No.2 LATERAL m AW • Ipt .f 8 x16" CMU OPEN BOTTOM " BRACES ® 48" O.C. L } PAINTED THIN BRICK VENEER A I [ I w 0 x 10' HOT DIPPED Too SIMPSON CS16 FLAT W + / /z LINTEL BLOCK TIE BEAM Y, GYPSUM DRYWALL ON FURRING AS PER ARCHITECTURAL + [I GALVANIZED ANCHOR BOLTS w/ I. w/ 2-/�5 TOP AND 1-#5 AS PER ARCHITECTURAL PLANS STRAP ® 32" O.C. FROM PLANS AND SECTIONS 2"x2`x'/s" PLATE WASHER ® 24" O.C. BOTTOM, CONTINUOUS UPPER 2'x6" WALL STUDS v' II f 1.25'x16.0" TIMBERSTFiAND LSL SOLID GYPSUM DRYWALL ON FURRING I BLOCKING IN-BETWEEN FLLOOR TRUSSES. TO LOWER EDGE BEAM. 8 ' CMU WALL w/ AS PER ARCHITECTURAL PLANS FASTEN TO EACH RREENGINEEREO SECOND LEVEL FLOOR TRUSSES T 1 #5 VERTICAL ® 40' O.C. (1)2"x6" SYP No.2 BOTTOM o FLOOR TRUSS w/ g 16d COMMON 1 ROW 10d COMMON WIRE i (CENTER IN CELL). GROUT WIRE NAILS TAE-NAILS, TOP PLATE. FASTEN w/ 2 ROWS PARALLEL W//''� 8" GMU WALL NAILS ® 4' O.C. I Q CELL SOLID w/ 3000 psi AND BOTITOM, EACH END COMMOO WIRE 12d COMMON WIRE NAILS - SECTION O 6 �1 II CONCRETE GROUT ® 16" O.C. C/ 3\1 Z %^ STURDI-FLOOR SUB FLOOR PLYWOOD J z /y" STURDI-FLOOR SUB FLOOR PLYWOOD NAILS MON IF a SHEATHING. GLUE AND FASTEN TO WOOD - DBL 2"x10 ' P.T. SYP No.2 SHEATHING. GLUE AND FAv`STEN TO WOOD 1.75"x16.0" 1.9E MICROLAM S-1 SCALE: 3/4" = 1'-0" N VE if! i �il 'r, y TRUSSES W/ 10tl COMMON WIRE NAILS III LEDGE 5/6"000" TV TRUSSES W/ 10d COMMAON WIRE NAILS LVL EDGE BEAM. FASTEN TO R w/ HOT EACH PREENGINEERED FLOOR Z ? + • ^ I' r n ® 4" O.C. EDGES AND 6" O.C. FIELD n DIPPED GALVANIZED ANCHOR ro ® 4" O.C. EDGES AND 6" O.C. FIELD TRUSS w/ 2 ROWS 16d C04MON 0 EL. +29.67 N/u^/O J. -'-' BOLTS, WASHERS, AND HEX NUTS "'---' -- --- WIRE NAILS ® " O.C. wCMU WALL ATOVAL HAKE SIDING ~ 6 a' + a EL +29.6]' NATO, '< II TOP OF SSS f •I ® 16" O.C., STAGGERED TOP OF MILES -I FLAREDARCHITCEDAR AL SIDING AS PIER DINING MRD NAILS 40" O.C. CEDAR 5 V LL O ; ¢ p. n y n < DOWEL 40" O.C. � AS PER ARCHITECTURAL W LL } It `. I • [ FLARED CEDAR SIDING AS PER PLANS AND SECTIONS Q O W 6 ARCHITECTURAL PLANS / " COX PLYWOOD CEILING 3/4" U It l ." p 4 II it _ _ + _ DIAPHRAGM / • STURDI-FLOOR SUB FLOOR II 0 N L I I I t d F LL GYPSUM DRYWALL CEILING , 8x18" CMU OPEN BOTTOM °/s GYPSUM DRYWALL CEILING ° LINTEL BLOCK TIE BEAM 42pesSIMPSON H2.SA PLYWOOD SHEATHING. GLUE AND a 16" SYSTEM 42 PRE-EINGINEERED 16" SYSTEM 42 PRIIE-EINGINEERED CLIPS FROM EACH FLOOR FASTEN TO WOOD TRUSSES w 10d j ¢ p w/ 2- 5 TOP AND 1-#5 / I, FLOOR TRUSS ® 19.2" O.C. BOTTOM, CONTINUOUS FLOOR TRUSTS ® 19.2" 0 C TRUSS TO 2"x8 PLATE COMMON WIRE NAILS 0 4 O.C. 1pc SIMPSON THA422 2"x8" P.T. SYP NI TOP PLATE 8"z16" CMU OPEN BOTTOM EDGES AND 6" O.C. FIELD it ( III I ',, ADJUSTABLE TRUSS HANGER, PAINTED THIN BRICK VENEER w/ '/i"0 x 11,0' HOT DIPPED (--. LINTEL BLOCK TE BEAM a I. 16" PRE-ENGINEERED SYSTEM 42 � !c + E Illi f ei ! FASTEN w/ 6-16d COMMON WIRE AS PER ARCHITECTURAL GALVANIZED ANCIHOR BOLTS w/ [^ w/ 2-#5 TOP AND 1-#5 WOOD FLOOR TRUSSES ® 19.2" O.C. n I ' ^ F NAILS INTO TRUSS AND 20-10d PLANS AND SECTIONSOTTOM, CONTINUOUS 4' {I COMMON WIRE NAILS INTO LEDGER 3'x3'x'/f PLATE WASHER ® 24' O.C.0 C EL +29.67' NAVm '� ___ SEE FLOOR FRAMING PLAN r { - - - - FLARED CEDAR SIDING AS PER PAINTED THIN BRICK VENEER TOP OF TRU S�SY . N lu III 7 BRACE BOTTOM CHORDS OF BRACE BOTTOM CHORDS OF AS PER ARCHITECTURAL ARCHITDCTURAL PLANS R, t u III i o PRE-ENGINEERED FLOOR TRUSSES '-' 8" CMU WALL w/ o PRE-ENGINEERED FLOOR TRUSSES PLANS AND SECTIONS "' a - r l w 1"x4" SYP No.2 LATERAL 7- 5 II 1'x4" SYP' No.2 LATERAL a B"x28" CONCRETE BEAM A / # VERTICAL ® 40' O.C. / ( w/ 2TOP, • s I 1 BRACES ® 48" O.C. FASTEN W/ (CENTER IN CELL). GROUT BRACES ® 48" D.C. FASTEN w/ B. CMU WALL w/ 2_#8 MUDDLE, AND 2pcs 10d COMMON WIRE NAILS AT CELL SOLID w 3000 psi 2pcs 10d COMMON WARE NAILS AT 1-#5 VERTICAL 0 40" O.C. r EACH TRUSS INTERSTECTION / p EACH TRUSS INTERSTECTION II (CENTER IN CELL). GROUT I " 3-#6 BOTTOM w/ P + CONCRETE GROUT ( I ,, '/I COX PLYWOOD CEILING DIAPHRAGM. #3 STIRRUPS ® 10" O.C. F I CELL SOLID w/ 3000 psi [7d #4 12' O.C. [ iQ CONCRETE GROUT FASTEN w/ 8d COMMON WIRE NAILS TEMPERATURE + a, TEMPiERATURE ( ® fi" O.C. EDGES AND 6" O.C. FIELD ( _ AEL +2734' NAVD m < 1 1-#5 VERT. DOWEL ® 40" D.C. e 6 I' II 1 F 1 #5 ® 12" O.C. TOP REINFORCING #5 ® 12" O.G TOP REINIFORCING 1-#5 VERT. DOWEL ® 40^. O.C. BROTT OF BEAM < y L II: L w/ STO 90' BEND INTO GRADE 1 c SIMPSON THA422 BM-1 W u10 '' W STO 90' BEND s W STD 90' BEND w STD 90' BEND INTO GRADE P rr 7 1/3 SP OF REINFORCING n BEAM ALIGNED W/ WALL 1/3 SP OF REINFORCING Ili / ADJUSTABLE TRUSS HANGER, OBL 2"xd 0" P.T. SYP No.2 °ILL 1411 - '• - -� -__ BEAM ALIGNED W/ WALL +'/." CAMBER EMU - n REINFORCING ABOVE STN REINFORCING ABOVE FASTEN w/ 6-16d COMMON WIRE LEDGER W/ /"0x10" HOT Q z F I 2- SUPPORT `V 2- SUPPORT NAILS INTO TRUSS AND LEDGER DIPPED +GALVANIZED ANCHOR EL +1933 NAND - AEL. +19.33' NAW COMMON WIRE NAILS INTO LEDGER BOLTS ® i6" O.C., STAGGERED igG If AL . ......... l� TOP OF SLAB ---- 0 TOP OF SLAB J D < U Ni ? ---- SLOPING - SLOPING SECOND LEVEL FLOOR TRUSSES W RAI L° I p } a I , #5 ® 12" O.C. BOTTOM �� o GRADE #5 ® 1z" o.c. BorroM �. AT 8"x28" CONCRETE BEAM m = o Il 6" STRUCTURAL CONCRETE x `"' 6" STRUCTURAL CONCRETE x SECTION SLAB - --- .LEL +1787 NAVD SLAB - --- AEL. +17.67 NAW �4� 4 �1 � + OUTLINE OF GRADE BEAM BEYOND, b TOP OF PILE OUTLINE OF GRADE BEAM BEYOND, y STOP OF PILE SEE SECTION 5/5-3 SEE SECTION 5/S-3 -1 SCALE: 3/4" = 1 '-0" wuwxev: CCx GRADE BEAM REINFORCING CONTINUOUS GRADE BEAM REINFORCING CONTINUOUS } I+ II r II . EL +17.33' NAW EL. +17.33' NAW cxEcun sr 1 tl d THROUGH PILE CAP, SEE SECTION 6/8.6 BOTTOM OF PILE CAP THROUGH PILE CAP, SEE SECTION 6/8.6 BOTTOM OF PILE CAP O 1 3-#5 EACH WAY ABOVE PILE 3-#5 EACH WAY ABOVE PILE TE' BLDG PERMIT 10111111 16"0 AUGER CAST PILE PER DETAIL 1' 4^ 2'-6"x2' G"x2' 0"tl PILE 1fi' 0 AUGER CAST PILE PER DETAIL 1' 4" 2'-6"z2'-6"x2'-0"d PILE , 2/S-1, SEE PLAN FOR LOCATION CAP AT SINIGLE PILE, 2/S-1, SEE PLAN FOR LOCATION CAP AT SINGLE PILE, 114",pay 1 I 1•_3" SEE PLAN FOR LOCATIONS VI SEE PLAN FOR LOCATIONS +. MESEPV MEDMIGXEDTOS INC PM CEW1PHTHEFMDN PLorRI { ESTABLISHED IN BEI II INT FLORIM ADMINISTRATIVE CLIX. d]SNMM6ER'. E1LN$ j 2 THE MAN NANO FORCE REBMING SYSTEMS ARE DESIGNED IN IY IUANC6 1N2111i11r TYPICAL WALL SECTION WALL SECTIO-N AT NORTH CANTILEVER WIN SEDFmX6,AX5xASMFM 1I DESIGN LOADS FOR SOUMS r AND OPHER STRLCNRES•ID WINSTAND IRE WIND LMDS ASSOCIATED pryO p; 4 ' SECTION 2 SECTION W"""'NIMMMS AND reUMING HAVE k9MPH. IT ' aTxEcaSPoxExrsANOcvmDlxcxAVE BEEN a¢ECTm.wOlxEwueE cHwslaPxPncxA1HE II "5 :L ' + Ie INCORPORI.lFDI=PHEmom AND°PEarE IXNSIN.VIMMANKF CWSUL,MOSIROCRMLENOINEER S-1 5 22 +` -1 SCALE: 3/4" = 1'-0" -1 SCALE: 3/4" = 1'-0" Wi1H M71ON S a TIE'NIXIwM OFSIDN Isms POR wimNw RAI mMaaAAFLORD aF 4 I r OTHER5TWCNRESMEN N EDIXHOIE2 IWPYLk " 1 wA MCILsoxnLEDEAcx,aCEIM3t350 IacelEn+mP RP.E.3343 LI II , I 4 'g 1 ILII x�f C 'Y.i.. 111 1 If a � 6 iso BRACE TOPS OF CEILING EW NG JOISTS w/ ROOF SYSTEM DESIGN LOADS 1"z4" SYP No.2 LATERAL BRACING 15' a 48" O.C. FASTEN w/ 2pcs 10d CONVENTIONAL ROOF FRAMING: n 5" Pj 1 t I p " 19 I COMMON WIRE NAILS AT EACH RAFTER DESIGN DEAD LOAD = 10 psf 2" I 1 Ue rl 1 CEILING JOIST AILS TECTION RAFTER DESIGN LIVE LOAD = 20 psf HTS30C PROD RDDF cWSTEM DESIGN LOADS NOTE: r... .,rur,.. e ulill 1IIA10 10dxi'/z" NAILS AT WATERPROOFING AND 1g i RAFTER DESIIGN DEAD LOAD 10 psfFLASHING DES GNEDI1 ' >d3 I RAFTER AND 6-40dx1 '/z" BY OTHERS '/z' COX PLYWOOD ROOF SHEATHING, RAFTER DE514GN LIVE LOAD 20 psf FASTEN w/ 8tl RING SHANK COMMON NAILS AT PLATE, WRAP 55gffI uN ° ///r WIRE NAILS 0 4" O.C. EDGES AND UNDER AND AROUND !I 1 12 / 6" O.C. FIELD. 2"x8" SILL PLATE 2'x6" SYR N0.2 2"x6" SYR N0.2 2 'x10' SYP No.2 RAFTERS ® 16" O.C. /i CDX PLYWOOD ROOF SHEATHING, - ' I - 3 SEE ROOF FRAMING PLAN. FASTEN TO FASTEN w/ 8d RING SHANK COMMON OUTLOOKERS SOLID BLOCKING if I , ( ':i 1'x4' SW No.2 LATERAL 2"x8' PLATE w/ 3pcs 12tl TOE-NAILS WIRE NAILS ® 4" O.C. EDGES AND ® 24" O.C. GABLE END BRACKETS it 1/2 " COX PLYWOOD ROOF SHEATHING, ,'L -- 6" O.C. FIELD AS PER ARCHITECTURAL 1. FASTEN w/ Bd RING SHANK COMMON 8 y rl EACH SIDE OF RAFTER 4-12d Ili WIRE NAILS 0 4" O.C. EDGES AND n { BRACES ® 48" O.C. 4 120 PLANS AND SECTIONS ' P 14 i i+ � FASTEN w/ 2pca 10d COMMON 2'z6' SYP No.2 SOLID BLOCKING. NAI _ 6" O.C. FIELD. y9 t WIRE NAILS AT EACH CEILING -._,� FASTEN w// 4-12d TOENAILS EACH END ' kw I d I III J015T INTERSECTION 1 bbb _ NAILS y* NOTCH TOP OF RAFTER 2"x6" BLOCK FASCIA AND SOFFIT M 11 If ti '- --- - AS PER ARCHITECTURAL FIRST 2"x10" SYP NG2 RAFTER. " t{ TO RECEIVE EXPOSED ® % BRACE / p '�� PLANS AND SECTIONS FASTEN TO WALL FRAMING w 11 t � lip"I I "i, EL. +39.76' AVD "'-- GROOVE TONGUE AND ! 2 - 4 ROWS 16" COMMON WIRE � ` I` k TOP OF ATE 1 GROOVE SOFFIT 4 12d 0 H 71G 2"x6" FASCIA � x � s/e" GYPSUM1 TOE NAILS li NAILS ® i6" OC a I Y rJ C p `v it i( h F ! I DRYWALL CEILING FASCIA AND SOFFIT 2x4 SYP ll O FRAME EACH WINDOW OPENING )� N p !' I ® i6" O.C. FASTEN w/ 10-120 EXPOSED 1"x6" TONGUE AND ARCHITECTURAL - NAILS I 2 2"x6" SYP No.2 TOP - """' a I FROM BLOCK X-BRACES NAILS % PLATE SPLICE TOGETHER w/ 1pc NO.2 JACK I ! 'll r ' 2'ze' SYP N0.2 CEILING JOISTS OVERHANG PLANS AND SECTIONS TO RAFTER 048" ozC f / STUD AND x2 csS2"x10" SYP NO.2 ' k , WIRE NAILS S016" O.C. FULL HEIGHTSTUDSEACH SIDE x { Ij+� o f COMMON WIRE NAILS FROM EACH GROOVE SOFFIT. FASTEN w/ NAILS ITEEL NAILS WASHER '/ h I CEILING JOIST TO RAFTER 1 COX PLYWOOD WALL Cy ,� I, ) ) ' P p iI ATBEACHA AFT RSS INTERSECTION. ^ ' : • -- TERAL _y ` -� AND HEX z C516 LUS28 "1 SHEATHING FASTENED w/ .. + 1 c SIMPSON HTS30C TWISTED _ m i STRAP AND 1 c SIMPSON H2.SA 8d COMMON WIRE NAILS LOFT IP 1 2' x8"' P.T. SYP No.2 TOP PLATE w/ 2"x4" 8' 0" SYP No.2 L11• I{ 2"x6" SYP N0.2 SOLID 0 3" O.C. EDGES AND W I'. I� I� CLIP AS PER UPLIFT CONNECTOR D. NG $y ) SCHEDULE. WRAP HTS30C UNDER AND x 12' HOT DIPPED GALVANIZED BRACE ® 48 C. FASTEN w/ BLOCKING FASTEN w/ 4-12d 6" O.C. FIELD. EXTEND { AROUND 2"x8^ PLATE. I ANCHOR BOLTS w/ 3"x3^x'/^ PLATE 3-12d INTO EACH CEILING JOIST TOENAILS EACH END PLYWOOD WALL SHEATH( WASHER ® 24" O.C. 2'x8" SYP N0.2 COLLAR PES ® 24" O.C. TO BOTTOM BEAM. n { ( 2'z6" BLOCKING 0 48' O.C. BETWEEN GABLE 2"x6" SYP N0.2 CEILING 2"x8" SYP N0.2 FLOOR JOISTS ® 16" O.C. 8"xiB" CMU OPEN BOTTOM LINTEL STUDIO ED CEILING LEDGER Aft FIRST CEILING JOIST LEDGER. FASTEN w/ 3 ROWS (1)2"x10" SYP No.2 BOTTOM I) 12d COMMON WIRE NAILS s�" STURDI-FLOOR SUB FLOOR PLYWOOD s# 6 I �1 �;. BLOCK TIE BEAM w/ 2-#5 TOP AND PLATE. FASTEN w/ 4 ROWS SHEATHING. GLUE AND FASTEN TO WOOD C tL 1- 5 BOTTOM, CONTINUOUS 2'%6' SPF No.2 BALLOON 016" O.C., INTO EACH STUD 12d COMMON WIRE NAILS x� # HERS I JOISTS w 10d COMMON WIRE NAILS § % o FI nnR SYSTEM D 51 N GADS: FRAMED STUDS ® 16" O.C. 1pc SIMPSON CS16 ( 0 i6" O.C. / mC T CLOSET I) '/z" COX PLYWOOD WALL STRAP AT' EACH ® 4' O.C. EDGE AND ® 6" C.C. FIELD 5/,WO + FLOOR DEAD LOAD = 20psf m ALL-THREAD UPLIFT FLOOR LIVE LOAD CEDAR SHAKE SIDING SIDE OF THE 2"x6' SYP Nat 40psf o CONNECTOR ROD SYSTEM E EACH SHEATHING FASTENED w/ EL. +41.00r x AS PER ARCHITECTURAL r - WINDOW OPENINGS BLOCKS .. II PLANS AND SECTIONS END OP 8" D.C.ASE SEGMENT 8tl COMMON WIRE NAILS TOP OF BEAM p D AND 48" O.C. SEE LAYOUT 6" O.C.O.C. EDGES AND ® i6' D.C. n m ffi ' MM u z" GYPSUM DRYWALL ON FURRING III I( 8" CMU WALL w/ Q ON SHEET S-9 6' OFIELD. EXTEND OPEN TO w " f AS PER ARCHITECTURAL PLANS > o I PLYWOOD WALL SHEATHING ro STUDY BELOW (y} Y 9 1-#5 VERTICAL 0 40' O.C. I p ) /A" STURDI-FLOOR' SUB FLOOR PLYWOOD n 1i1 CENTER IN CELL . GROUT TO BOTTOM OF 2"x8' PLATE 1 ROW 10d COMMON WIRE ( ) SHEATHING. GLUE AND FASTEN TO WOOD "" s F IIiI r '� NAILS ® 4" O.C. a CELL SOLID w/ 3000 psi TRUSSES W/ 1014 COMMON WIRE NAILS 3"x3^x'/i" PLATE WASHER ipc SIMPSON LUS28 %' GYPSUM (2)1.75"x7.25" 1.9E MICROIAM Ii CONCRETE GROUT ® 4" O.C. EDGES AND 6' O.C. FIELD I AND COUPLER NUT FACE MOUNT HANGER DRYWALL CEILING LVL FLUSH FLOOR BEAM STURDI-FLOOR SUB FLOOR PLYWOOD �i i (2)1.75"x14.0" 1.9E MICROLAM 1pc SIMPS[A LUS28 SHEATHING. GLUE AND FASTEN TO WOOD - DBL 2"x10" PS SYP No 2 14" SYSTEM 42 PREENGINEERED (1)2"x6" SYP No.2 LVL FLUSH FLOOR BEAM FACE MOUNT HANGER I'! t' fF N 1 TRUSSES W/ 10d COMMON WIRE NAILS LED(e^ER w 0x10" HOT EL +41.00' NAVD "' FLOOR TRUSS ® 19.2" O.C. BOTTOM PLATE - m / Ie^ _. ipc SIMPSON LUS28 1 ! ® 4 O.C. EDGES AND 6 O.C. FIELD DIP -- 2"x4' SYP No.2 FACE MOUNT HANGER Y r PED GALVANIZED ANCHOR TGF' OF TRUSS ( _ BOLT'S, WASHERS, AND HEX NUTS b I EL. +29.6]' NAVD CONTINUOUS I' TO URRR222 'a ® 16" O.C., STAGGERED ro N JOIST SYP 6" D.C.CEILING 01 COUPLER NUT JOISTS ® 16" Oz }uIf FF M 1 CAL LOFT LEVEL FLOOR JOIST FRAMING Q [ - - CEDAR se^...... .... �I I OOFTWITHIN B CMU3AOLEND #5 ITOP SECTION z ', z 1 GYPSUM DRYWALL CEILING I ARCHITECTURAL R QED CMU ROPENIDBOTTOM PER 2'zB" P1` SYP Not TOP PLATE) III 8 'x16' CMU OPEN BOTTOM \u6/ SCALE: 3/4" = V-0" p€} B t) }x 1 / GYPSUM DRYWALL CEILING 3 LINTEL BLOCK TIE BEAM w/ '/z 0 x 10 HOT DIPPED f LINTEL BLOCK TIE BEAM# W NI IhhXI 1 { I ' 16" SYSTEM 42 PRE EINGINEERED -II w/ .2- 5 TOP AND 1- 5 w 2- 5 TOP AND 1- 5 U ( # # GALVANIYkD ANCHOR BOLTS w/ 1 1 ROW 10tl COMMON WIRE Ir I FLOOR TRUSS ® 19.2" O.C. BOTTOM, CONTINUOUS I Tn 0 h I ..I I 1 h 2"x2"x'/a" PLATTE WASHER 0 24" O.C. ( BOTTOM, CONTINUOUS NAILS 0 4 O.C. P yy fI ! 1pc SIMPS0 THA422 _ ( t � ' ( ADJUSTABLE TRUSS HANGER, PAINTED THIN BRICK VENEER '/ ' GYPSUM DRYWALL ON FURRING ( CEDAR SHAKE SIDING /x" STURDI-FLOOR SUB FLOOR PLYWOOD J 0 f. '1 I`Id 1 L , 'i I z AS PER ARCHITECTURAL PLANS �I I AS PER ARCHITECTURAL SHEATHING. GLUE AND FASTEN TO WOOD DBL 2^x10' P.T. it Not JI V r FASTEN w/ 6-i6tl COMMON WIRE AS PER ARCHITECTURAL O l , I NAILS WTO TRUSS AND 20-100 I PLANS AND SECTIONS PLANS AND SECTIONS TRUSSES W/ 10d COMMON WIRE NAILS LEDGER w s a J Lu COMMON WIRE NAILS INTO LEDGER - \ 4" O C. EDGES AND 6" O.C. FIELD - BOLTS, CASHIERS RED HAND EX NUTS LL y r DINING '11 DIPPED GALVANIZED ANCHOR 1 III L BRACE BOTTOM CHORDS OF - EL +2967 A jj11 II PRE-ENGINEERED FLOOR TRUSSES Fl nnR oYSTEM DESIGN LOADS 8" CMU WALL w \ ` 9 lI . / TOP OF TR SS 11' I II a w/ 1"x4" SYP No.2 LATERAL III 8" CMU WALL w/ FLOOR D1EAD LOAD 20psf 1 (CEN VERTICAL ® 40 O.C. III' I ' � BRACES 0 48" O.C. FASTEN w/ 1_ FLOOR LINE LOAD = 40psf (CENTER IN CELL) GROUT a 9 #5 VERTICAL ® 40" O.C. CELL SOLID w 3000 psi m 2pcs 10d COMMON WIRE NAILS AT (CENTER IN CELL). GROUT ( CONCRETE GROUT v 4 i .EACH TRUSS INTERSTECTION I�' CELE SOLID w/ 3000 psi 1 ROW 10d COMMON CORCRETE GROUT WIRE NAILS ® 4" D.C. .._. _- .... I4 r,. 1-#5 VERTICAL DOWEL 0 40" O.C. - - �, I' I GARAGE III ` 'a s/" STU DI-FLOOR SUB FLOOR INTO CONCRETE BEAM "BM-1" '/z" COX PLYWOOD CEILING L 1 PLYWOOD SHEATHING. GLUE AND a ALIGNED W/ WALL REINFORCING 16' SYSTEM 42 PRE-EINGINEERED DIAPHRAGM. FASTEN w/ 8d 1 ? hl IFI e I it ' 1-#S VERT. DOWEL 0 40" O.C. FASTEN TO `MOOD TRUSSES w/ 10d a ABOVE FLOOR TRUSS ® 19.2" O.C. COMMON WIRE NAILS g I r 4 ® 12 ' O.C. 8"w CURB ® 6" O.C. EDGES AND p { ' # w/ STD 90' BEND INTO GRADE COMMON WIRE NAILS ® 4" O.C. 4 z TEMPERATURE w/ 1-#5 SAND 6" O.C. FIELD I 1pc SIMPSON THA422 t l i N BEAM ALIGNED W WALL ED 6" O.C. FIELD #5 ® 12" O.C. TOP REINFORCING CONTINUOUS ( ., �, / ADJUSTABLE TRUSS HANGER xo " REINFORCING ABOVE FASTEN w 6-i6tl COMMON WIREJ PAINTED THIN BRICK VENEER O W STD 90' BEND 1/3 SPAN OF REINFORCING •y 16' PRE-ENGINEERED SYSTEM 42 N / O 7 ` € C AEL +1933' NAVD WOOD FLOOR (TRUSSES ® 19.2" O.C. NAILS INTO TRUSS AD 20-10d AS PER ARCHITECTURAL W M9 l p '^ TOP OF CURB iO SEE FLOOR FRAMING PLAN COMMON WIRE NAILS INTO LEDGER PLANS AND SECTIONS m �I 2- SUPPORT w o EL. TOP i n a . ^ m - rc TRUSS "x16" CMU OPEN BOTTOM 8" CMU WALL w/ O i I ' 111)( _ - _ a 8LINTEL TIE RTICAL 40 O.C. L I . I1. m '1 t 8"x28' CONCRETE BEAM w/ 2 #56 TOP AND BEAM#5 (-#5 Y' " C F z y 1 ) f �' ; I id < CENTER IN CELL GROUT SLOPING BOTTOM, CONTINUOUS CONCRETE GROUT GRADE w/ 2-#5 TOP' C CELL SOLID w/ 3000 Psi 1 y #5 0 12" O.C. BOTTOM x L 2-i5 MIDDLE, AND J i + III 6" STRUCTURAL CONCRETE f i BOTTOM w/ IM < I 1 T AEL. +1717 NAVD '/z" CDX PLYWOOD CEILING DIAPHRAGM. #3 STIRRUPS 010" O.C. SECOND LEVEL FLOOR TRUSSES m oi � 7 f1 SLAB - --- n BOTTOM FASTEN w LSO COMMON WIRE NAILS OUTLINE OF GRADE BEAM BEYOND `a BEAM / AEl +27.34' NAVD AT DINING/KITCHEN . -- - ® 6' D.C. EDtGES AND 6' O.G AGM ..... OBOTTOM OF BEAM f I11 III I SEE SECTION 5/S 3EL +17.00' NAVD p 4 SECTION mx �' CCK Illy` GRADE BEAM REINFORCING CONTINUOUS TOP OF PILE 1 c SIMPSON 1HA422 BM-1 0 I EL +16.67' NAVD TABLE TRUSS HANGER. DBL 2^x10^ P.T. SYP Noll r THROUGH PILE CAP, SEE SECTION 6/8.6 EN w/ + /' CAMBER f III 3 #5 EACH WAY ABOVE PILE BOTTOM OF PILE CAP FASTEN w� 6 i6d COMMON WIRE LEDGER W/ /e'Sz10" HOT S-1 SCALE: 3/4' = 1'-0" NAILS INTO TRUSS AND 20 10tl DIPPED GALVANIZED ANCHOR cxcaamer. 16"0 AUGER CAST PILE PER DETAIL ., 1' 4" 2' 6"x2'-6'x2'-0'd PILE COMMON WIRE NAILS INTO LEDGER BOLTS ® 16' O.C., STAGGERED I 1 j II II CAP AT SINGLE PILE, 0P1E''azna PERMIT 1o121n1 7 y 2 5-1, SEE PLAN FOR LOCATION 'YI ( I'� / i'-3" SEE PLAN FOR LOCATIONS sic Ila'=1'd" II LiXE8EPu1W PllEOwM,Nmro6ENCOMPIiv�cEwlmixe9ru,ongo6 EmRIMSEl loewlLeER Ett-036 1 4 11 k' I TYPICAL GARAGE WALL SECTION WALL SECTION AT DINING ROOM ]. ixEUNxwwofoRtERtasnxe BrBTEAE iAEOwIGNm IHAccoRovlcE Fvl o: 10.2112011 kIII SECTION MTHswnM6MSI1M8CEI@MNMMMML SFMBUINNM 1 F�( , IL i) III 7 SECTION 2 Axsmxsx 6,wcruvrsroxmerrwerxewmo Lows.sssacureR owsxo. _18 SCALE:llllllll3/4" 1'-0" WIMAMINwA.AIYSLWm6Pw0oFlEOMPH. S-1 SCALE: 3/4" = 1'-0" s. TMFwMwxFlmuouwoMc w,YERFExsamrtnrNomuRusL CHRISTOPHER c rcATHE S-16 22 , / INCOVOIUTEOmrotxECE8I0NnAVISFELIFGnoxBm ACCCROPNCE WI.PULnxOBIRWTMALMONEER V "I p1 4 I�Izvimi FiPE,MD Wn 6EC�OX 6 OF nE MNIWM DEMON LCM6 FOR 8UIxNXp5 m, 4X=Ed AVERUE � I , On1ER8rgUClURE5MENRMIFDIHHOIER. �t �rl� Rk1M �.' 11 ill 11 If jj III Ij`(,, I I,b a " IF 1(I r� v) II li 1' N r mI 1 14 11 TK q F I ROOF SYSTEM DESIGN OAD 1 '/z" COX PLYWOOD ROOF SHEATHING ' " COX PLYWOOD WALL a '( � NOTE: 2pcs- /a"� zi 6" HEY( /2 {� S' ' 'ILII { cs CONVENTIONAL ROOF FRAMING: WATERPIROOFING AND HEAD LAG SCREWS Js'/ FASTEN w/ 80 RING SHANK COMMO SHEATHING FASTENED w/ I aiI 1 k { 'i III (4 ' n RAFTER DESIGN DEAD LOAD = 10 sf FLASHINTG DESIGNED 2"0 WASHERS. DRILLL WIRE NAILS O 4" O.C. EDGES AN 8d COMMON WIRE NAILS 1 FFF +. + I JI & p 15" 6" O.C.OC m Fit < n RAFTER DESIGN LIVE LOAD = 20 psf BY OTHERS 6"x12" P.T. SYP N0.2 AND COUTERSINK 1 '/2" . FIELD 0 3" O.C. EDGES AND li to 1; i k11 I I I IIn v k DECK BEAM _� 2" FIRST 2"x10" SYP NO.2 RAFTER 6" A.C. FIELD. EXTEND i I ` '/" COX PLYWOOD ROOF SHEATHING, 2"z6" SYP NO.2 2"z6" SYP N0.2 FASTEN TO WALL FRAMING w PLYWOOD WALL SHEATHING I ai I IN / SOLID BLOCKING - kiT51PROFILE 4 ROWS 12d COMMON MR TO BOTTOM OF BEAM. iryr N FASTEN w 8d RING SHANK COMMON BLOCKING 0 48" O.C., 6"x6" P.T. SYP NO2 OO ¢ I ! I i h WIRE NAILS O 4" O.C. EDGES AND 9 SPACES BACK f 3 !a� i+++ { „{ (� NAI2d 6" O.C. FIELD. NAILS PLANSRAARCHITECTURALTIONS SUPPORT POST BELOW 0 f e NAILS RAIp PLATE, " 14" PREP ENG(FERE PLATE. SYP Not BOTTOM J. tq� ,�I l OTE. FASTEN w/ 4 ROWS t"77f .. r z SYSTEM 4 COMMON WIRE NAILS J3+ ' 1°d �U! yl 2"x8" BLOCK • ' • ____ ___ --� DECORATIVE AS PER BRACKET 2 z8" SILILOPLATE ND FLO®R 9 USOECS Prn96A" O.C. IC SIMPSON C516 0 M-BRACE - t P O 32" C.C. 2 ` PLANS AND SECTIONS - P/m" BTURDI-FLOOR SUB FLOOR BRACE TOPS OF CEILING JOISTS w/ < U C 4-ILS 1 / 1 ROOF SYSTEM DESIGN DADS " PLYWOOD SHEATHING, i 0 H G 2'z6" FASCIA z 1"z4" SYP Not LATERAL BRACING L� � w Z ' TOE NAILS t I i 2'x4" SYP NO2 O 48" 0.0. FASTEN w 2 cs 10d CONVENRONAI ROOF FRAMIN ( DOUBLE 2"x8" $ YI , EACH END, / P N o r t - 1 , w 2 ROWS SYP No 2 TOP 6" COMMON WIRE NAILS AT EACH RAFTER DESIGN DEAD LOAD = 10 psf FLOOR JOIST Y '-+ v 4-12d (2)2"z6" FROM BLOCK X-BRACES �,I! " TO RAFTER 048' O.C. NAILS t PLATE OWS 1 TOGETHER NOMINAL CEILING JOIST INTERSTECRON RAFTER DESIGN LIVE LOAD = 20 st j I I WS 101 COMMON p ----. -- NAILS ° WIRE NAILS 0 i6" O.C. 6"X12" P.T. SYP NO.2 BEAM FASTENING '/z" COX PLYWOOD ROOF SHEATHING, ° 5/al' GYPSUM 2' 8 SYP NO.2 FLOORFASTEN w/ i p, 1 1 3"x3"z a" P4 ATE WASHER TO 6"X6" P.T. SYP Ill POST WITH WIRE NAILS Od 4RI O.C.NG EDGES AND ON H25A DRYWALL CEILING JOISTS 012" O.C. 'ee! P • • 1 c SIMPSON THA422 (3)1.75"x14.0" 1.9E MICROLAM F AND HEX NUT 5 P 11 O „ I /w O X.16" HEX HEAD LAG SCREW 12 6" O.C. FIELD. ADJUSTABLE TRUSS HANGER LVL FLUSH FLOOR BEAM Go OFF IIi 2 z4" 8'-0" SYP Not LATERAL 2"z6" SYP N0,2 SOLID � 4 2"x6" SYP 140.2 RAFTER$ 0 24" O.C. BRACE 048" O.C. FASTEN w/ BLOCKING. FASTEN w/ 4-12d DETAIL SEE ROOF FRAMING PLAN, FASTEN TO V' 3-12d INTO EACH CEILING JOIST 1A �-�. THIRD LEVEL FLOOR TRUSSES AT TOENAILS EACH END. / pcs 1$d TOE-NAILS HT530 2'x8' PLATE w 2 + 4 II 2"x8" SYP NO2 COLLAR TIES O 24" O.C. 5-17 SCALE: 1'/" = 1'-0" EACH SIDE OF RAFTER 2 zs" SYP N'02 CEILING 1"tt4" SYP Nol LATERAL UPPER LOFT 6° STEP- DOWN z f I 2"x6" BLOCKING O 48" O.C. BETWEEN GABLE LEDGER. 2"x6• SECTION _ END CEILING LEDGER AND FIRST CEILING JOIST BRACES d 48" OON SYP No.2 SOLID BLOCKING. �� r� YV " rH' '/z" COX PLy'WpOD WALL RAILING, HANDRAIL, AND FASTEW w/ 2AT EACH COMMON -� FASTEN w/ 4-12d TOENAILS EACH END L'_ III fa ,I OWNERS 2"x6' SPF Not BALLOON SHEATHING POSTS AS PER ARCHITECTURAL MORE MAILS AT EACH CEILING EXPOSED Vx6" TONGUE AND GROOVE -17 SCALE: 3/4" = 1'-0" w IrI L. i FRAMED STUDS 0 16" O.C. PLANS AND SECTIONS JOIST INTERSECTION SUITE SOFFIT. FASTEN w 3-8d STAINLESS 13 ALL-THREAD UPLIFT f ' -,[ . , STEEL NAILS AT EACH RAFTER INTERSECTION. c1 1 + iI P CONNECTOR ROD SYSTEM AT EACH EL. *48.52' NAVDA { 1 r END OF SHEARWALL SEGMENT --- - ---- NOTCH TOP OF RAFTER +I 1 -... SAP 0 F�PLATE : p + , AND 048" O.C. SEE LAYOUT 1 ""-( T DRILL AND COUNTERSINK s/e" GYPSUM J { TO RECEIVE EXPOSED a ON SHEET S-9 I + DRYWALL CEILING 1"x6" TONGUE AND E I (. ( ��%T� r( 1pc /a"0x12" HOT DIPPED GROOVE SOFFIT Cale s 4 I GALVANIZED LAG SCREW / " ( � tl { ' � • y aA" BTURDI{LOOR SUB BOOR PLYWOOD (� II 2'x8' SW NO.2 CEILING JOISTSC4 j w 2"0 WASHER ----- FASCIA AND SOFFIT o ) 1 SHEATHING. GLUE AND FASTEN TO WOOD �.` � , / O 16' O.C. FASTEN w 10-12tl H5 . AS PER ARCHITECTURAL @6' t ' TRUSSES W/ 10d COMMON WIRE NAILS l� 3/4" COMMON WIRE NAILS FROM EACH 2'- U {i II BTURDI FLOOR SUB FLOOR PLANS AND SECTIONS O 4" O.C. DGES AND 6" O.0 FIELD CEILING JOIST TO RAFTER OVE A II 1 I { Ijj ( PLYWOOD SHEATHING OVER VII I ( - ARCHITECTURAL SOFFIT. 1 c SIMPSON HTS30C TWISTED x I � 14" SYSTEM 42 PREENGINEERED I p ' V �'p ! GLUE AND FASTEN TO W000 II ALL ACT NT CONNECTORS R n FLOOR TRUSS 0 192" O.C. STRAP AND ipc SIMPSON H2bA 3.5"x5.5" PARALLAM } .. Ii +. I 1 _ _ Fil f--1L , .. . I �3 +' DECK JOISTS Al #10 x 3'/A", CLIP AS PER UPLIFT CONNECTOR 7x8" P.T. SYP Not TOP PLATE w/ CONTACT WITH ACO PRESSURE PSL POST ° a h a q j 'T// TREATED LUMBER SHALL HAVE II ' 1 ^ kl I '•r SLOPE #2 SQUARE DRIVE DECK SCREWS SCHEDULE. WRAP HT530C UNDER AND /z"0 x 12" HOT DIPPED GALVANIZED THE MANUFACTURER APPLIED 8 � r ] 6' EDGES AND 6" O.C. FIELD. AROUND 2"x8" PLATE ANCHOR BOLTS w 3"z3 'x' " PLATE S W I n r - / /R "ZMAX' FINISH 1 �I WASHER 0 3 )7L ,, � 1 I� I � , I a+ - 8"x16 ' CMU OPEN BOTTOM LINTEL 1pc SIMPSON HTT22 M1pI 1Jq. ul E .� f BLOCK TIE BEAM w/ 2-#5 TOP AND 1.1. NON STRUCTURAL DECORATIVE DRILL 10" AND EPDXY HEAVY DUTY TENSION <y.. 11 4"1 ' la. ' - ( 1-#5 BOTTOM, CONTINUOUS BRACKET AS PER ARCHITECTURAL a/e 0x12" HOT DIPPED £ 1.+ y s 1PC SIMPSON HUC48 II TIE ANCHOR w/ 32-i6d Ht 1cj � 'i;� I [.{ Id�f /e GYPSUM DRYWALL CEILING j STAINLESS STEEL 4"z8" IP.T SYP NO2 SCROLLED LOFT III II PLANS AND SECTIONS GALVANIZED THREADED COMMON WIRE NAILS INTO j END DECK JOISTS 016" O.C. STUD II I 2"x8" P.T. SYP NO.2 TOP PLATE CONCEALED (FLANGE 2'1 P.T. SYP Not 3.5"x5.5" PARALLAM FACE MOUNT HANGER AND EACH SIDE N 6"x6" POSTS PSL POST. 14 ' 11 Of 1/2"0 x 10" HOT DIPPED I I .. � ( I BOTTOM PLATE I(� II 6"x12" P.T. SYP No.2 DECK BEAM. 1 11 L , 1 GALVANIZED ANCHOR BOLTS w/ ( SINGLE 3"xT8" P.T. SYP No.2 FASTEN TO 6"x6" POST w/ 2pcs ` I ' a' 1 I 2"x2"x'/e" PLATE WASHER O 24" O.G LEDGER w/ 2 ROWS '/z'0z6" HOT s { Z �(� rIF , �r. { GALVANIZED LAG SCREWS I /e"0x16" HOT DIPPED GALVANIZED Q DIPPED GAL „_r_, , . n III ' _ 8" CMU WALL w/ I 0 16" 0 C., COUNTERSINK AND LAG SCREWS w/ WASHERS. SEE { I I s ; 1-#5 VERTICAL 0 40" O.C. PLUG DETAIL 1A/S-17 y ' ,. a i,, ; , FAMILY (CENTER IN CELL). GROUT ( Li SIMPSON HTT22 HOLD DOWN_ Z Z 1 I If ROOM CELL SOLID w/ 3000 psi I� 1.25"x14.0 TIMBERSTRAND ESL II 6"x6" P.T. SYP No.2 DECK o t O • 31 Fc� , � I EDGE BEAM AT INTERIOR PARALLAM POST { [ CONCRETE GROUT II POST w/ TRIM WRAP AS PER p C 1 ( I ARCHITECTURAL PLANS AND L) p� I i T { � CEDAR SHAKE SIDING SECTIONS m II DETAIL W LL2 � 14 FLOOR SYSTEM DESIGN LOADS AS PER ARCHITECTURAL I II 4 k PLANS AND SECTIONS - 3 N ' N FLOOR DEAD LOAD = 20psf /R" BTURDI FLOOR SUB FLOOR III 5-17 SCALE: NTS IIl A I + d FLOOR LIVE LOAD = 40psf 1Pc SIMPSON HUC48 / PLYWOOD SHEATHING OVER '; J Q F I yu STAINLESS STEEL / ARCHITECTURAL SOFFIT. Ij BALLOON FRAMED J O i { 1 ( CONCEALED (FLANGE GLUE AND FASTEN TO WOOD /�8" CMU WALL SEGMENTS 32- 6d COMMON GYPSUM DRYWALL ON FURRING 1 WIRE NAILS O W ( + '111 1 III AS PER ARCHITECTURAL PLANS FACE MOUNT HANGER II DECK JOISTS w/ #10 x 3'/m" FLOOR M D SI .N OAO w/ 2-{/5 VERTICALS INTO POST LL co) P I #2 SQUARE DRIVE DECK SCREWS p Fill1 CELS EACH COLI.GROUT ALL "K II T T' I FLOOR DEAD LOAD = 20 sf p „ s { 1 ROW 10d COMMON WIRE III 0 6" EDGES AND 6" O.C. FIELD. FLOOR LIVE LOAD = 40 sf / 3000 psi 1 3.5"x5.5" 2OE P CONCRETE GROUT HTT22 x p .1 NAILS 0 4" O.C. i DRILL AND COUNTERSINK PARALLAMPOST J 111111 fi;- IF q � 1 III = II T i 1 s/A" STURDI FLOOR SUB FLOOR PLYWOOD I� I ) II�/I (i ( I � 1pc %"Ox12' HOT DIPPED STUDY 'I g I{{++ SHEATHING. GLUE AND FASTEN TO WOOD //, �I ( GALVANIZED LAG SCREW II 2"x4 PT SYP NG.2 ! VO"0x1g ' HOT DIPPED TRUSSES W/ 10d COMMON WIRE NAILS ( I ( -) I � h ( w/ 2"O WASHER BOTTOM PLATE GALVANIZED THREADED STUD, II \' DRILLED 10" AND EPDXIED 4 , IF GYPSUM DRYWALL ON FURRING 1/z " AS PER ARCHITECTURAL PLANS INTO GRADE BEAM I 4'x8" P.T SYP NO2 SCROLLED I ^ i 6" STRUCTURAL F ` ( 0 4 O.C. EDGES AND 6" 0 C. FIELD j Ir I � �I I I / END DECK JOISTS 0 16" O.C. it CONCRETE SLAB ' f I e { jj ' _� -' -( I AND EACH SIDE OF 6"x6' POSTS 1 ROW 10d COMMON WIRE III f) EL. +19.33' NAVO V NAILS 0 4" O.C. IIT- TOP OF SLABS -- �x- ' ISLOPE FASTEN 6"x6" POST TO s YWOOD +20.43' NGV. e 12" --_ -- / P SHEATHING. GLUE STURDI-FLOORAND BFASTEN FLOOR TO WOOD -* ( ) - CONCRETE BEAM w 1 c TRUSSES W 10d COMMON WIRE NAILS I a 4 I I SIMPSON CBSQ66 SDS2 'o r i ' E HOT DIPPED GALVANIZED / - 1' 6'tl x Y 0'w GRADE BEAM d Illlll II - --- -- O 4" O.C. EDGES AND 6" O.C. FIELD I SINGLE 2"x10" PIT. SYP Not REINFORCED w 3- TOP AND 0 O I ' $ 't I` i 17 EMBEDED POST BASE GIPPED GALVANIZED ANCHOR / q IF '_. III, I ; ° DIPPER A ANIZx8" HOT - < m Ili... 16" SYSTEM 42 PRE EINGINEERED , I' ( ups 3-#B BOTTOM w/ #3 STIRRUPS W ul0 1 1 " II I " " - -- -d. �+ O 12" ®.C., FULL LENGTH OF SPAN 8"z16" CANPLEVERD A m CONCRETE BEAM BEYOND F'�TRUSS7 / I . _-' -' -' BOLTS w 2'0 WASHER _ a FLOOR TRUSS O 192" O.C.O C EL. +29 T NAV. DO O u � , r s " `a 0 16" O.C., STAGGERED Q i I- III E 1 t n a 16"3 16"t 16"t 13"i I: • / GYPSUM DRYWALL CEILING O z i x 6"x1 E P.T. SYP N0.2 DECK BEAM. xk i I ,+ FASTEN TO CANTILEVERED CONCRETE g III { 1"x4" SVP NO.2 LATERAL I ) _ „�--'" "* -! r-FLARED CEDAR SIDING AS PER INTERIOR PARALLAM POST Q jam, ^ ( / - BEAMS Al 1pc SIMPSON HUC612 Y J BRACES 0 48' O.C. �/ 1 LINTEL BLOCK E BEAM STAINLESS STEEL CONCEALED ARCH( EC URAL PLANS �I ! 1t 1 Ell CMU OPEN BOTTOM / - AT INTERIOR GRADE BEAM •••I FOR a ppII I J FLANGE HANGER '+ {{� t- C > R4 i a I / i6" SYSTEM 42 PRE-EINGINEERED LINTEL CMU OPEN BOTTOM DETAIL m OZO 9 Ip 1 4 on w/ 2-#5 TOP AND 1-#5 / 'l) SINGLE 3'z8" P.T. SYP No 2 LEDGER FLOOR TRUSSES LINTEL BLOCK TIE BEAM 5 r BOTTOM, CONTINUOUS L /� / w/ %"Oxe" HOT DIPPED GALVANIZED w/ 2-#5 TOP AND 1-#5 1 { III 1� THREADED STUDS 0 1fi" O.C., STAGGERED. 6'1 P.T. SYP Not s/e" GYPSUM DRYWALL CEILING - BOTTOM, CONTINUOUS 5-17 SCALE: °/f = 1'-0" p �I',I I I , I+ 8" CMU WALL w/ DRILL 6" AND EPDXY INTO 8" CMU. DECK POSTS + I` 1-#5 VERTICAL 0 40" OC. / 1"x4" SYP Not LATERAL 01fi^v'T's°' CCK 1 c SIMPSON CBSQ66-SDS2 PAINTED THIN BRICK VENEER " i+ I III (CENTER IN CELL). GROUT NON-STRUCTURAL DECORATIVE BRACKET AS p BRACES 0 48" O.C. I PER ARCHITECTURAL PLANS AND SECTIONS HOT DIPPED GALVANIZED (....' AS PER ARCHITECTURAL cxmlOsar. !1 I 4 CELL SOLD All psi EMBEDDED POST BASE FASTEN PLANS AND SECTIONS CONCRETE GROUT PAINTED THIN BRICK VENEER w/ 14-''/a"0x2" SDS SIMPSON HOT 'BLDG PERMIT 1NRtn1 1 II t Ir AS PER ARCHITECTURAL DIPPED GALVANIZED SCREWS scrE IF i " PLANS AND SECTIONS va•-f-0' Is 8"x16" CANTILEVER. uw xEM xmrosENcun wawlm waruw Ds FlGww u 1 ' I WALL SECTION AT EAST BALCONIES CONCRETE BEAM BEYOND a WALL SECTION AT POWER GE NGmR _ EST2 ISHmN9 IONS 334TFWRIMAOMINIBTMTIVECCC6 E11-03$ p 2. WEM NNOMRCEREGISTIHG5 EMSA%XNGNEG INACLCXNANCE (I� , SECTION i SECTIO WITH GELTGN N,ANSIASCE TOM MINIMUM DESIGN LMM FGR BUILDINGS ,x,/1911 A i • " y 2 AND OTHER smucluREsiowBlsru+GTHE wNOLowsnssocLPim 1 NI WIIX A MINIMUM S C WIND IREEG OF IID WIN . GIYG h u}11it 'f -17 SCALE: 3/4" = 1'-0" CBSQ66-SDS2 -17 SCALE: 3/4" = 1'_0" s fi. THE COMPONENTS AND clAmwGluvEBEEN SELECTED AND DRUG ueE 1 IN7,IRPoPAIE➢IMOTHE DESIGN AND SFECIFlGIKNBINALCCNLWfiCE CONSULTING GOONCWCNFFENUE HEED IN�CECRAAVENUE OTHER STRUCIUXET MENTIONED IN NOTE 2. { I* 'MTXSEC1gNfi OF THE VIHIMUM DESIGN LWOSFOR BUIIDINCS Ads NLRCRNLIEBFACH ROPoDA32150 p11p rel Ifinl2naTeT aPE.76e� Y4{ I ? ( SF 01 N II i tll IF k hi li ! ul r HI t G � F"hi BALLOON FRAME GABLE END WALL IN/ BALLOON FRAME GABLI END WALL w/ CANTILEVERED 16" SYSTEM 42 '. I d Y t . : t 2"x6 SPF NO2 STUDS ® i6" O.C. 8" CMU w/ 1-#5 VERTICAL ® 32" O.C. PRE-ENGINEERED FLOOR TRUSSES 0 16" D.C. � . 2pcs SIMPSON CS16 NOTE: INTEGRATED STRUCTURAL MULLS + i; t�" z�• • STRAPS (TYPICAL) ARE WITHIN THE 1-#5 VERTICAL FIRS WINDOW SYSTEM AND 1.g5"x16.0" TIMBERSTFAND LSL T ARE THE RESPONSIBILITY OF THE SOLID MOCKING IN-BETWEEN FLOOR T tt (r TWO CELLS THUS 1pc SIMPSON 7.75"x16.;0" 1.9E MICROLAM SINGLE 2"x10" P.T. Is 117 + i TV G " f .¢ INSTALL 2pcs 2"r6" P.T. END OF WALL SEGMENT WINDOW MANUFACTURER FOR CONFORMANCE TRUSSES. FASTEN TO EACH THA422 ADJUSTABLE LVL EDGE: BEAM. FASTEN TO SYP No.2 LEDGER w/ SYP N0.2 STUDS AT 8" CMU WITH WINDOW/ODOR DESIGN PRESSURE$ PREENGINEERED FLOOR TRUSS w/ TRUSS HANGER EACH PREENGINEERED FLOOR Mp j 1 y I at ;I• WALL INTERSECTION. SEE ( _. 1 -#5 VERTICAL EACH _ (TYPICAL) / GALVANIZED E I x 1 SW 2 2-1AI COMMON WIRE NAILS TYPICAL TRU55 _A ••I:; J ;,t DETAIL 3/S-8, SIMILAR qL WARP NAIII 0 3 O.C. 6d COMM s M. ON �B �9i fl ,1,• t __ 7 ( 5 VERTICAL IN L) BOLTS ® 16" O.C.,% 1-#5 VERTICAL FIRST 3 2 x8 3 2x8 EACH CORNER, 125"x16.0" TIMBERSTRAWD LSL _ - STAGGEREDTWO CELLS EACH END � (T�ICALRTICAL EACH SOLID BLOCKING IN-BETWEENOFLOORL EACHPENDD TYPICA __ _ ___ __ 12"wide 8" CMUOF THIS WALL SEGMENT - TRUSSES. FASTEN Td EACH ( „F TIE BEAM BELOW I4 IT it" IUINSTALL 2pcs 2"M6" P.T. SIDE OF OPENING, PREENGINEERED FLOOR TRUSS w/ I, _ - _ -- DBL 2"x10" PT. u � SYP NO.2 STUDS AT 8 CMU p )Stk WALL INTERSECTION. SEE SEE DETAIL 1 /7 # _ •o SYP No.2 LEDGER w/ 3 (J8" CMU WALL w 1- 5 TOE-NAIL EACHPENDD TYIPCAM aaai a6oER - r °/B0x/c_ 2-i6tl COMMON WRE NAILS/ NCRETE GALVANIZED ANCHORo5 DETAIL 3 S-8, SIMILAR x � VERTICAL IN CO (" _ q I STAGG ® D O.C.. ry X 2 m 1 VERTICAL EACH L E F GGEREDHI FILLED CELLS �� 40 O.C. 1.75 x16.0 1.9E MI ,o ECHE PREENGIA EER D FLOOR `16d COMMON 1 SIMPSONSIDE 0� OPENING,FRAME EXTERIOR -- -- _ SEE DETAIL 1/5.7 TRUSS w/ W RE NAILS 0 J"0 C. w THAIi. 1 22 THA422 ADJUSTABLE LU5210-3 yg - p 3 cs 2"x6" S L I- TRUSS HANGER (TYPICAL) STAINLESS a [� T IM N BEARING WALLS w/ 2 cs 2"x SPF No.2 STUDS AT ROI No.2 TPI 1 P/ it STEEL rtt 3 2"x6" SPF Not • _ - AT ROOF BEAM BEARING - -122 < � c HA GER _-.._ _.,o. RAA a QeA s i '0 ® 1p c,_ DECK SYSTEM DESIGN LOADS: STUDS 016' O.C. �3E: az . - t 41 y . . _ a } ; 11 3 21 e0.gw m l I N rc Hm�H RaoR a6oER ,0 1 DESIGN DEAD LOAD = 20 PSF (y cs SIMPSON© 1 DESIGN LIVE LOAD = 40 PSF STRAPSrTO TFLOOR 'o ~ -1 tTz:te < Pc - 2"xB" P.T. SYP N0.2 x BELOW n ,f GIRDER BELOW 8 ; 8 � a 1�3}2'xIQ' DECK JOISTS ® i6" O.C. V x fi 7 r , .. .a. rcLL n -I - ) m (TYPICAL) „11 i c SIMPSON p - i s SIMPSON LUS28 LTT20B , O STAINLESS STEEL FACE 2.�" ._ TkPICAL 4 D: xrna b W < P w (TYPICAL) BOOR aRDER _ PI Q -- -.-- m x w MOUNT HANGER (TYPICAL) , I � STEP i � z . ._ . 2 cs SIMPSON CS76 2pcs 2"x6 ' SPF No.2 2pcs 2"x6" SPF NO.Z 0Il U ---- --m. y CTAP BETWEEN NEW o p _ �{ S' D STUDS AT ROOF -.. -,..._ w ipc SIMPSON STRAPS (TYPICAL) ' EAM BEARING BEAM BEARING hIAl1 81/22 e - _ --- L... _ a HANGER HIOUSE STRU lllR€ AID j '° b l 'e , ;• , �'t 0 a 1-#5 VERTICAL FIRST ,I g j M4S ` w 1 CELL, 2-#5 VERTIoAL is 1.75x16.0" 1.9E MICIROLAM - I I. LUszr4 INSTALL 2pcs 2"z6" P.T. SECOND CELL, EACH < ;xm SYP NO 2 STUDS AT B" CMU LVL EDGE BEAM. FASTEN TO b o STAINLESGS • 1 '', e �FpM7 SIDE OF OPENING. EACH PREENGINEERED FLOOR STEED r x x I, DETAIL 3 S-B, SIMILAR 4 H r . 2 .N 1 i., / O.C. RooR ano[R m ._- 2 P. 5 t �1 ' 3 _ WALL INTEe Sa CTION. SEE a.xe EE DETAIL 3/S-7 s �� m r TRUSS w W E°NAILS WS tl®CJMMON SUSS RANGER *--- ---� a I D K IS i6 N �. ; 7 ; , ^�T a 7 Fill / ry q m ( 0 0 • __ -_- AM I� ( ( & s - --- TIE BE BEL 1-#5 VERTICAL FIRST G IB BTM 1ABo( -y-�y Rip TS. B THA422 ADJUSTABLE $ L ^� W pI t T, h ' i TWO CELLS THIS , (3)2 xi° STAINLESS # I ( : - 16"x16" CONCRETE DBL 2 x10 PT. SIN LE 2x10" p T Z It , END OF 5qCALLL NN COLUMN BELOW SYP No.2 LEDGER w/ SYP No.2 (LEDGER w/ 12 x12 CMU 2x6" P.T. SYP N0.1 FASTEN DECK BEAMS TOEACH CORNER, 1-#5 VERTICAL IN °/"6x10" HOT DIPPED °/"4x8" HIOT DIPPED COLUMN BELOW DECKING w/ 2pcs 17k12" CMU COLUMNSTi EACH CORNER, GALVANIZED ANCHOR BOLTS 0 IID ANCHOR #ID x 3'/x #6 SQUARE w/ ipc SIMSTEE LMB(PIPICAL) - li7 1 .... ....... (TYPICAL) NOTE: CONTRARASSHIAI.QUINSTA. L�LOTEALL INSTALL TEMPORARY BOLTS ® 16" O.C.. BOLTS ® ry6" O.C., :• 4 DRIVE TYPE 316 STAINLESS STAINLESS STEEL EMBED, � '. a !{ 1-#5 VERT] AL EACH 1-#5 VERTICAL EACH 1-#5 RTICAL EACH SHORING/REEQUIRED. TO SUPPORT THE STAGGERED STAGGERER _1 STEEL DECK SCREWS AT EACH END (1lYPICAL) („) (7 SIDE OF OPENING, SIDE OF OPENING, SIDE 0 OPENING, PREENGINEEREDR TRUSSES, CONVENTIONAL EACH JOIST INTERSECTION Z pSEE DET IL 1/S-7 SEE DETAIL 1/S-7 SEED AIL 1/S-7 TIMBER FLOORMICROLAM LVL FLOOR BEAMSPRIOR TO E 8 WCMU WALLS ABOVE WATERPROOFING AND , � t FLOOR SYSTEM DESIGN LOADS: y J t I� �Ifle BALLOON FRAME GABLE END WALL w/ UJ IIIA"I ( II DESIGN DEAD LOAD = 20 PSF O 4 IV 8" CMU w/ 1 -#5 VERTICAL ® 32" O.C. FLASHING DESIGNED LL , p,4 9 DESIGN LIVE LOAD = 40 PSF BY OTHERS O Z P16 FRAMING INOIE GENERAL W GO TO COORDINATE L24H HTT16 = J j E IY LOCATION( OF FRAMING MEMBERS W W NOTE: SEE ARCHITECTURAL PLANS GARAGE HOUSE SECOND LEVEL AND HVAO DUCT WORK BASED GARAGE HOUSE SECOND LEVEL zip AND WINDOW/DOOR MANUFACTURERS ON ELECTRICAL FIXTURE REQUIREMENTS FOR ACTUAL ROUGH 8 " CMU WALL REINFORCING PLAN LOCA now FLOOR FRAMING PLAN It WLa OPENING DIMENSIONS. NOMINAL DIMENSIONS (SHOWN FOR GENERAL SCALE: 1/4" = 1'-0" NOTE: SPLICE ALL MULTI-PLY SCALE: 1/4" = 1'-0" t7 y bq t LAYOUT. DECK BEAMS TOGETHER w/ - ALL GARAGE HOUSE FLOOR TRUSSESSHALL BE 16" SYSTEM 42 �} d , }l 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ 4 ROWS 12d STAINLESS STEEL 2"x6" SYP No.1 CAP RAIL ill ' ,T DBL 2"x6" SYP No.2 TOP PLATE, 2"x6' SPF No.2 STUDS PRE-ENGINEERED FLOOR TRUSSES 016" O.C., U.N.O. IN iIl'4 1 1I 'I RING SHIRNK COMMON WIRE - ALL DECK JOISTS SHALL BE 2"x8' P.T. $yp N0.2 2"x2" P.T. SYP No.2 d FRAMING NOTE: GENERAL 0 16" O.C., AND 2"x6" SYP No.2 BOTTOM PLATE, U.N.O. NAILS ® 12" O.C., EACH LAYER VERTICALS 051/2 " D.C. - ALL DECK BEAMS SHALL BE 2"x10 ' P.T. SYP NO.2 t 1 5V i CONTRACTOR CATION OF FRAMING MEMBERS 2) ALL ROOF HEADER BEAMS SHALL BE SNP No.2 AS INDICATED 2'x4" P.T. SVP No.2 4 CLEAR MAX.) - ALL FLOOR EDGE BEAMS SHALL BE 2.OB MICROLAM LVL BEAMS TOP RAIL WITH HVAC DUCT WORK AND BRACE BOTTOM CHORDS OF AS MANUFACTURED BY TRUS JOIST MCC"ILLAN OR EQUAL t ® INDICATES TIMBER FRAMED PRE-ENGIINEERED FLOOR TRUSSES 2"x4' P.T. SYP No.2 6"x6" P.T. SYP No,2 POST Ett ELECTRICAL FIXTURE LOCATIONS. EXTERIOR BEARING WALL MID RAIL EXTENDED FOR HANDRAIL lyw III J - Ir w/ 1"x4" SYP No.2 LATERAL ® INDICATES 2"x6"IN ERIOR BEARING WALL INDICATES TIMBER FRAMED BRACES 0 48" O.C. FASTEN w/ 2"x4' P.T. SYP No.2 ( t NOTE: SPLICE ALL MULTI-PLY ___= INDICATES INTERIOR HEADER BIEAM 2"x6" P.T. SYP N0.2 DECKING w GI (t I INTERIOR BEARING WALL 2pcs 10d COMMON WIRE NAILS AT BOTTOM RAIL I,+. MICROLAM LVL FLOOR EACH TRUSS INTERSTECTION 2pcsE TY x 36 AI SQUARE e o INDICATES 1 e SIMPSON LTT2 MI fi `�'I21` ` IA BEAMS/HEADERS TOGETHER w/ __:= INDICATES HEADER BEAM I 0)B INSTALL 2"x8" P.T. SITE No.2 DECK DRIVE DEC SC STAINLESS t7 1 r G I 5 ROWS t6d COMMON WIRE • INDICATES SIMPSON HTT76 JOIST TIGHT AGAINST 6"x6" POST. STEEL DECK SCREWS AT I NAILS C 12" O.C., EACH LAYER GL- INDICATES 8" CMU GARAGE L114TEL _ FASTEN w/ 6-12d RING SHANK EACH INTERSECTION { J I e I BEAM AS PER DETAILS ON SHEET S-20 INTERIOR PORTION WALL STAINLESS STEEL NAILS. t I' I 2"x6" SPF No.2 STUDS x {I fI NOTE: SPLICE ALL MULTI-PLY SWC INDICATES t/2" CDX PLYWOOD (3)2"x10" P.T. SYP' No.2 � o ® 3pcs 2"x6" SPF No.2 STUDS lI HEADERS TOGETHER w/ 4 SHEARWALL, SEE SHEARWALL 12"wide DECK BEAM. FASTEN TOGETHER ROWS 12d COMMON WIRE NAILS AT ROOF BEAM ®FARING 1pc SIMPSON LUS210-3 -'fE BEAM / WIULL SCHEDULE ON S-9 CONCRE w 4 ROWS 12d STAINLESS 0 12" O.C.. EACH LAYER 2"x6" SYP ND.2 BOTTOM PLATE STAINLESS STEEL FACE 2"x8" P.T. SYP No.2 STEEL RING SHANK COMMON s t r x INDICATES 1pc SIMPSON HT524 MOUNT HANGER. FASTEN w/ WIRE NAILS 012" O.C., all Oi Z - 2PCS SIMPSON MTS24 TWISTED DECK JOISTS ® i6" O.C. rL WI TWISTED STRAP OR C516 COIL STRAP p EACH LAYER o t ! STUDS TO i rUSS BELOW FLOOR GIRDER TAPCONS ONTO N2"1Opcs CONCRETE 14'1STAINLESSSTAINLEMOUNTT HANGER J o Q U STRAPS FROM ROOF SUPPORT TO BEAM COMMON WIRE NAILS q 4 l : ipc SIMPSON 032 CS16. FLAT R 1.25"xi6.D" TIMBERSTRAND LSL SOLD 2' x6" SPF No.2 STRAP ® 32" D.C..0 FROM Io ipc SIMPSON LUS28 LLIEL FACE E. 0 I Ik l TUI BLOCKING IN-BETWEEN FLOOR TRUSSES. STUDS ® i6" O.C. UPPER 2"x6" WALL STUDS TO LOWER EDGE BEAM, a W o `I 1pc SIMPSON LTT20B w / 1/2"6 x 10" ' + d p o HOT DIPPED GALVANIZED ANCHOR BOLT (1)2"x6" SYP No.2 BOTTOM "\" a (3)2"x10" SYP No.2 E DEC GARAGE HOUSE K FRAMING - y DECK BEAM, SPLICE ,° 4 SECTION h I ' S TOGETHER LE 4 ROWS • DRAIm Br: PLATE. FASTEN w/ `d ROWS I 12d COMMON WIRE WAILS I A -1 SCALE: 3/4" = 1'-0" CCK SH STAINLESS STEEL B i6" D.C. RING SHANK COMMON WIRE cxEnaDsr. i I I rl w 1.75' x16.0" 1.9E MIC,ROLAM /S GYPSUM 16" SYSTEM 42 NAILS ® 12" OC , I, ill t '{, h '� LVL EDGE BEAM. FASTEN TO DRYWALL CEILING PRE-EINGINEERED EACH LAYER ' BO]G PERMIT fOR1111 EACH 10 FLOOR N yR r( h I ' t 14 4 i ! MUSSP1 2GROWSE 6tl COMMON FLOOR GIRDER TRU ,r r - IDSHuwlsex Etx1-0]� WIRE NAILS 0 3" O.C. ROOF SUPPORT STUDS TO M2 x10" DECK BEAM TO ` � B m MSI ,EDMREKCO PLI Wl nHEsT°ra m "°R'°ASEA` 7 nz"x1 CLAD OPEN CANTILEVERED FLOOR TRUSS FLOOR GIRDER CONNECTION 12 x24 CONCRETE BEAM CONNECTIONM. TMEwwwwoFaceF snncsrsereu WARNED IN aw a aslnon BOTTOM LINTEL BLOCK G/2" CDX AND THERSTECTION B.ANURESI OTS WI%(HADD THE WIND LOSEORPAIBNNGS ' 3- 5 TDP AND PLYWOOD SECTION SECTION n DETAIL DmRERSRaDx� awl . DwIHDL�Ds� w � aBxo G I TIE BEAM W/ # CEILING 1 2 WITH A MXIMUM BOARD WIND WEED or tx urn. I jC N' ) 'I.I 3-#5 BOTTOM, CONTINUOUS/ DIAPHRAGM HTS24 B. THE DO FIDNENIBPHD CLADDING NAYS AREA SEGECIED AND THEIR USE DHRISTORHERO.KATHE Gt11� w/ #3 STIRRUPS 0 8" O.C. ,. .. -1 SCALE: s/' 7'-0" -1 SCALE: 3/" = 1'-0" S-1 SCALE: N.T.S. INCORPORATED INTO THE DESIGN AND SPECIFICATIONS w ACCORDANCE XONSUVIx4smucnsx ERNONEFR t� am6®aLunwue IJ i WITHSEnMBDFMEUwIMUMDERMLa MRBUn0W0s AHD Cf Jk AGr B� (n 01,Bi BIR110NR6'MEMIDHE➢IN XO£x. JADLBCNVIGIEBGCx.PmRIW2P25Y {Na h AND M74717 F_PEANSI i ' WT4 11. IJ 1 , I I +fi+4411 9M` I, IB ce H 1 J , I I + I 2"x8" SYP N0.2 OUTLOOKERS ® 24 ' O.C. Yz ` COX PLYWOOD III R A TE w/ SOLI ' C, 7 �� �' l qI ROOF SHEATHING No.2 RAFTERS is IN w/ 2' x6" SYP AlNot COLLAR jY�1 + I 9If { SOLI" SYP N0.2 3pcs 2"x6" WALLOW/ FRAME GABLE ENDAFTERS 0 1 ROW Bd RING SHANK TIES W/ 8pcs-12d COMMON e Iii I SOLID BLOCKING SSEE 1402 TUDS AS WALL w/ 2'x6" SPF NO.2 2• •w/SCROLLEDSYP NOI R RAFTER TAILS O.C. COMMON WIRE 'y 0 24" O.C.. FULL HEIGHT STUDS 0 16" O.C. NAILS 0 3" O.C. WIRE NAILS EACH END ® 24" OC. ; fl II 3 SPACES BACK KING POST 2"x8" SYP No.2 LEDGER, FASTEN �i r-2"x6" SYP NO.2 f II + I Li OUTLOOKERS ® 24" O.C. ti LEDGER TO OF THRU PLYWOOD DECK = i 7 B35 " o w/ 2 #10x3%J" DECK SCREWS w/ 1" J 1�• E Mj X11 I I _..... DIA. WASHERS AT EACH RAFTER INTERSECTION I Ile If I i ___ - (3)2 -8" F _ Y ) w i ® } - 1pe SIMPSON H2 5A III G1 ( 'j; I, { 10 a_uj re 1' - - 2W RAFTER "x10" ROOF 8-8dx11/" COMMON WIRE . . LOWER o I' i C _ - r 1 LLLS210-1 ® � F n NAILS FROM RAFTER o t r I OVERFRAME w/ y _ ® 16" O.C. TO LEDGER 9 B ' - 2"x6" SYP' No.2 '� rc b'X L 2'x6" WALL D RAFTERS ® 24" O.C. ¢ z , 4 BELOW LEDGER DETAIL AT GARAGE OVERFRAMING RAFTER D ct I f � as � < z 1 � w DETAIL H95A 6 2"x6" SYP NO.2 � 1 z w CEILING JOISTS 8 I + . ,' 2 cs SIMPSON P: s 3'h ° z o 5-19 SCALE: 3/4" = V-0r' rc z Ul I - F - G ECTO 9 I' ti "� ANGLES s � z^Ls" SYP NO.2 '^ -c�,. - f ,.,® R UPLIFT CONNECTOR SCHEDULE M• a 1` II� I` I _ o 2 _ GARAGE /CONNECTOR IIf Po I RAFTERS 0 16" O.C. �m II �'' 11P Lf��l l4 0 rO 2 Y.. - IM UNI HANGER 3pcs 2"x6" SPE NO.2 �" x MEMBER SUPPORT SIMPSON CONNECTOR o 3 2 110 RAFTER STUDS AS KING POST, ACONVENTIONAL RA TAIL 4/S-19 JI " ' �� - 'I x R' CE r BRACKETI BE OWSUPPORT UPPER iC U P GARAGE ROOF RAFTERS: DOUBLE TOP PLATE (2)MTS12, SEE SEC7110N 2/5-12 OLA ROOF FRAMING PLAN 2x8• PLATE HTs3oc eNn (,) H2sA, SEE SCALE $ r HEADER BEAM S2 MTSN21/5 20 z I f W Q * (TYPICAL 3 LOCATIONS) _OpPLER CUPOLA ROOF FRAMING: CONVENTIONAL 2"x6" SYP NO.2 RAFTERS 016" O.C. RIDGE BEAM ((23A35, O 'J t III n ^w 4 r,; x _ w/ 2"x6" SYP NO.2 CEILING JOISTS 0 16" O.C. (4)2"x10" HEADER (2)A35, SEE SECTION 4/5-20 zp n '` IT COLING JOISTS: UPPER RAFTERS 10-12d NA LS EACH END, SEE m I % eff dz z ........ : v L SECTION 2/S-20 Q __ n 1 x 3 2 40 RAFTER = ISI 2"x6" OUTRIGGERS: DOUBLE TOP PLATE (1)H2.SA, SEE SECTION 2/5-19 1 II II. yy i+ { i m w - �_, S_ __ _ , RIDGE BEAM: SUPPORT STUDS (2)HTS24 ' x 6I i iv r 8" CMU WALL (1) MGT, SEE DETAIL 3/5-19 ` I + s m 1 , KING POST (2)HTS24, SEE DETAIL 4/S-19 04 $ a L Ii ° I ` ; RIDGE BEAM SUPPORT GARAGE FLOOR (2)HTS24, SEE SECTION 2/S-18 kkgyy [ 3'/. &y 3', III ipc SIMPSON H2.5A CLIP AT STUDS: GIRDER TRUSS BELOWR _ F I ^ J KING POST TO eS x, VI �I + 1 8" CMU WALL w/ � EACH OUTLOOKER TO 2"x8" PLATE .. I I .� ipc SIMPSON MGT, YI' +/i" COX PLYWOOD R010F SHEATHING. 2"x6" SYP N0.2 2' x6" SYP NO2PPER CUPOLA ROOF VolR MING g I 11 ( _ SEE DETAIL 4/S-19 FASTEN w/ Ed RING SWANK COMMON OUTLOOKERS SOLID BLOCKING CUPOLA RAFTERS: DOUBLE TOP PLATE (2)H2.5A mg ''+ > ( ., . ,�{ H WIRE NAILS 0 4' OA. EDGES AND 0 24" O.C. CORNER HIP RAFTER (1)A35 W r GABLE END BRACKETS III '�•. I + 6 O.C. FIELD. AS PER ARCHITECTURAL 4-12d 4-12d CEILING JOISTS CUPOLA RAFTERS 8-12d NAILS EACH END I NAI NAILS PLANS AND SECTIONS W CUPOLA HIP RAFTERS: DOUBLE TOP PLATE (2)H2.5A If 2"x6" BLOCK ' ' _ _ FASCIA AND SOFFIT �I „ I _5 ® X-BRACE - _ AS PER ARCHITECTURAL DBL TOP PLATE: CUPOLA 2"x6" STUDS (1)SPH6 ® 16" C.C. - 1' 2"x6" SYP KING 2 RIDGE BEAM n0/ OLI L00 ERS2"x6" Syp O 24" 0.0 TOE NAILS 2-12d I OVE, A• 2"x6" FASCIA bNS CUPOLA 2"z6" STUDS: FRAMING BELOW WALL SECTION24/SjR OP ® 32 O.C., SEE Z 1 PLANS AND SECTI SOLID BLOCKING 8" CMU WALL NAILS4-12d ( ) b {I ® 24" O.C., ipc SIMPSON MGT, 2°x8" P.T. SYP No.2 TOP I' 1 BALLOON FRA ED EACH END, 2"z4" SYP NO.S ENAILS + + QI ' IP e 3 SPACES BACK SEE DETAIL 3j/5-19 8• CMU GABL FROM BLOCK M-BRACES EA SIDE PLATE w/ VANIx10" HOT IL - y J S TO RAFTER &s 48" O.C. DIPPED GALVANIZED ANCHOR OVERFRAMING RAFTER: LEDGER (1)H2.5, SEE DETAIL 1/5-19 d 2"z8" SYP N0.2 OUTLOOKERS ® 24" O.C. END WALL BOLTS w/ 2"x2"x+/e" PLATE ( Iy RIDGE BEAM (1)A35,/ SEE DETAIL 4/5-14. SIMILILA W I^t T a 2 ROWS NAILS WASHER ® 24" O.C. $NO x 3°/STD CK SCREWSIW/ 1.0 WASHER AT EACH INTERSECTION) � Z_ Z II + FRAMING NOTE: GENERAL _-- 1 c SIMPSON H2.5A HURRICANE P CONTRACTOR To COORDINATE I ' CLIP AT EACH OUTLOOKER TO PL�gTE FLOOR F A IN O O LOCATION OF FRAMING MEMBERS GARAGE HOUSE ROOF FRAMING PLAN - v = I- II WITH HVAC DUCT WORK AND - + 8" CMU CONCRETE RAKE BEAM GARAGE FLOOR TRUSS. 2"xe" PLATE ((1 ))LTT20B, SEE SECTION 1/5-18Lu u ELECTRICAL FIXTURE LOCATIONS. SCALE: 1 4" = 1r-0" 2"z4"x8'-0" SYP No.2 LATERAL / DOUBLE WALL BM LEDGER (1 )THA422, SEE SECTION 2/S-6 W / X11 w/ z-#5 coNnNuous / BRACE ® 48" D.C. FASTEN w -GARAGE HOUSE ROOF FRAMING: CONVENTIONAL 2"x10" SYP N0.2 RAFTERS ® 16' O.C. N I . -" 3-12d INTO EACH CEILING JOIST 8^ CMU BALLOON FRAMED F V' X f. + I NOTE: SPLICE ALL 11.25" deep w/ 2 xe" SYP NO.2 CEILING JOISTS 016" O.C. GARAGE FLOOR 2"x8" PLATE (1)HTTi6 OIG I' C I '.1 MULTI-PLY MICROLAM LVL ROOF 2"x8" SYP NO.2 CEILING JOISTS ® 24^ O.C. GABLE END WALL w/ 1-#5 GIRDER TRUSS: AMS TOGETHER w - INDICATES ROOF OVERFRAMING 2"x6" BLOCKdNG ® 48" O.C. BETWEEN GABLE VERTICAL ® 32" O.C. QIOz �fl RIDGE BE / ' .. „ `',� ROOF SYSTEM DESIGN LOADS � O '' � Q I { Y END CEILING LEDGER AND RST CEILING JOIST 2"x8" P.T. SYP NO.2 CEILING �+ 5 ROWS 18d COMMON WIRE 2°x8" DECK JOIST: (3)2"x10" DECK BEAM (1)LU528, BEE SECTION 4/5-18 ' 1 J NAILS d) 12" O.C., EACH LAYER L__ - INDICATES EXTERIOR BEARING CONVENTIONAL ROOF FRAMING: LEDGER. FASTEN w/ 2 ROWS WALL BELOW RAFTER DESIGN DEAD LOAD = 10 paf +/4"0x3+I1I NEW TAPCONS (3)2"x10" DECK BEAM: B" CMU WALL (1)LUS210-3, SEE DETAIL 3/5-18 � RAFTER DESIGN LIVE LOAD = 20 psf 0 24 " O.C. 12"x12" CMU COLUMN II t I NOTE: SPLICE ALL 3-PLY 2"x10 ="_ - INDICATES HEADER BEAM (1)LTA1, EACH END IM I I I I 1 SYP NIDI RAFTERS TOGETHER 3p. - INDICATES 1pc SIMPSON MGT CEILING JOIST DESIGN DEAD LOAD = 10 Psf PARTIAL WALL SECTION AT GABLE END FRAMING R HOUSEOW DOR HEADERS dfi + e 34 II U. w/ 4 ROWS 12d COMMON WIRE CEILING JOIST DESIGN LIVE LOAD = 10 psf N 1 I' i3 11 II ' I 'I III,+ I NAILS ® 72" O.C., EACH LAYER ■ - INDICATES POST OR KING POST SECTION HEADER TO 3` O" JACK STUDS (1)MSTA24 EACH SIDE 2 HEADER 3'-0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE x - INDICATES ipc SIMPSON HTS24 STRAP 3 r. h 'I -1 SCALE: /a = 1 '-0" ARA H RI IN 0 IP t NOTE: SPLICE ALL MULTI-PLY + [ I ROOF HEADERS TOGETHER w/ DBL TOP PLATE: UPPER 2"x6" STUDS (1)SPH6 0 16" O.C, SEE } o N p 4 ROWS 12d COMMON WIRE SECTION 2/S 20 NAILS ® 12" O.C.. EACH LAYER FORMED AND POURED CONCREHE UPPER 2"x6" STUDS: FLOOR EDGE BEAM n (1 )CSi6 STRAP ® 32. O.C., SEE 11' RAKE BEAM w/ 2-#5 CONTNUfOUS, SECTION 1/S-18 AND 2/5-20 II 111 MINIMUM THICKNESS 4" ABOVE V O 2"x8" SYP NO'.2 "fill CORNERS OF MASONRY BLOCK 2"L8" PLATE: 8" CMU WALL BELOW +/i"0 L 10" HOT DIPPED W a0 + RIDGE BEAM, IEEif �` . GALVANIZED ANCHOR BOLTS f 11 sl BEND STRAP OVER (2)1.75"X11.$5" 1.9E ROOF FRAMING PLAN _ " - _ w/ 2"z2"x'/e` PLATE - wd Q z I 1n { F- I I `} RIDGE BEAM SEE ROOF FR RIDGE BEAM. WASHERS ® 24 O.C. r"r AS NEEDED SEE ROOF FRAMING PLAN 1pc SIMPSON MGT T2pcsWISTED SIMPSONSTRAPS HTS24 �"f m ' I HEAVY DUTY TENSION TWSIOED STRAPS /S z E/i x16" HOT ipc SIMPSON MGT TIE ANCHOR w/ 22-10d ? 8" TCMU BALLOON J o Q u 4 N DIPPED GALVANIZED HEAW DUTY TENSION COMMON WIRE NAILS INTO 3pcs 2 `x6" SPF No.2 p FRAMED GABLE END J Fl x � I STUDS AS KING POST WALL. REINFORCING, ALL SIMPSON CONNECTORS IN ^ � < ANCHOR BOLT TIE ANCHOR w 22 10d RIDGE BEAM SEE UPLIFT ¢ > / SUPPORTING RIDGE CONTACT WITH ACO PRESSURE W SUPP'A ® 60D COMMON WIRE NAILS INTO CONNECTOR SCHEDULE 312' O.C., BEND O .ITV , l FORMED AND RID BEAM AT BEARING OVE1R INTO RAKE TREATED LUMBER SHALL HAVE m azo + � G� BEAM. SEE UPLIFT a THE MANUFACTURER APPLIED POURED CONCRETE CONNECTOR SCHEDULE /e"0x16" HOT BEAM MSzI RAKE BEAM DIPPED GALVANIZED •ZMA%" FINISH ' IM .1•d , II - 2"x8" P.T. SYP Al I' 8" CMU ANCHOR 130LT 8" COU WALL ALL SIMPSON CONNECTORS AT PLATE. (ANCHOR GABLE END THE EXPOSED GARAGE HOUSE {f 7�I@ NOTE: DRILLED 12" AND EPDXIED DECK SHALL BE TYPE 304 cHmxm BY. CCK Ii� 'I yl+ � . II ' THREADED HOT DIPPED GALVANIZED BOLTS NOT SHOWN WALL III , 1 III; , I THREADED STUDS ARE ACCEPTABLE FOR CLARITY) _ STAINLESS STEEL f I AS SUBSTITUTES FOR THE CAST-IN-PLACE ANCHOR BOLTS AT 8 CMU WALL„ wTe BLDG PERMIT ta31fl1 1111 �`{� Ill THE 8" CMU WALL. SEE PLAN swE 114•=1b' 3 I. TXESE%RHSOAEEf510NmroeElxcONRIPHCEwIMn1E STMIWFOs RaNMSEu JCBxuMeEN: ON i ALL DRILLED AND EPDXIED DOWELS BALLOON FRAMED GABLE END mnaue+ImlxsmnwvB.a.omnwuonnnwxmlumEcooE EI1L35 ' SHALL BE INSTALLED WITH SIMPSON E. THE MAIN AND FORCE Ia&snxc TRINEWARE MIMED IN ACCORDANCE 1 4 STRONG-TIE "SET" TWO COMPONENT MGT" HOLD DOWN FOR RIDGE BEAM HOLD DOWN FOR KING POST. HTS24 CMU WALL w/ CONCRETE RAKE L�EAMN,n„m,NN, ANS�eB�ETm,�INIMxMENLOADSFEWwim,Ns� azlrzon ll.t � .. . ADHESIVE ORE UAL. AND OTHER SHWCTUREE 70 wnerulD THE WIND JDAM ASSOCIATEED owc xo EPDXY AD D INSTALLATbN SHALL BE IN � DETAIL DETAIL 5 DETAIL THNOMIONMNwANDCLDDPGHIREMENS ELECTIED'I y Jr ll ACCORDANCE WITH THE xiNCORPORTEDIITO THE MN0 ANDE9EEx ICATHOSIN ACCND ORDANEIR CE UICHRISSTRUCTURAL T UCTRALENGI Q �A1tl s WITHSE TON6 OFT EFAR CX AND FOR6INDINGSAND coH9VLTNCB1Rucn WFALE xmi MANUFACTURERS INSTRUCTIONS. 5-19 SCALE: NTS -19 SCALE: NTS 5-19 SCALE: /." = 1'-0" a6cscmJrUORIE J LL WIiHBECnpI60FMEMINIMUMCE&W LEADS FBNBULLBHGBeHO CF YIIN IIfIi'4�{ r4} DiHFR SIRxLn1RER'NflIIIpE01N HOlE3. JACX90HNLLE BFFLHFLORIM]t}SG " (BIBHITJffi FLP__ 3MA �€ T � 13 1, by iEl T I I I� III li 3 I Y+" CDX PLYWOOD ROOF SHEATHING 15" '/z" CD PLYWOOD ROOF SHEATHING, 'h4 FASTEN w/ Bid RING SHANK COMMON 5" CONVENTIONAL ROOF FIRAMr- 10 FASTEN w/ 8d RING SHANK COMMON {' + P WIRE NAILS 0 4' O.C. EDGES AND e al 1 WRE NAILS ® 4" D.C. EDGES AND 2" RAFTER DESIGN DEAD L-DAD psf 6' O.C. IELD. g ( RAFTER DESIGN LIVE LEAD sf i' 111 126" O.C. FIELD. ITS30C PROFILE R YYryry[h� (!� p I E _ 7x10' SYP No.2 RAFTERS ® 16" O.G 12 " ° + , +•! UEI . 13'�" SEE ROOF FRAMING PLAN. FASTEN TO 10-10dx1 '/e' NAILS AT 2"x10 SYP Noll RAFTERS 0 16" O.C. \- 2"x8' PLATE w/ 2Pcs 120 TOE-NAILS H2.SA RAFTER AND ( 10dx1 '/' .� 31/" TO SEE ROOF FRAMING PIAN. FASTEN e t : 2"x6" TOP PLATE w/ 2pcs 12d h ' jY x EACH SIDE OF RAFTER wH 4-12d TOENAILS EACH END UNDER AT PLATE. WRAP TOE-NAILS EACH SIDE OF RAFTER 4 �f{ ( BRACES 0 48" O.C. \ FASTEN EXPOSED 1"x6" TONGUE AND GROOVE AND AROUND f i II 1 {j Ij F I ,I F FASTEN 4/ 2pcsl COMMON 2'x6' SYP No.2 SOLID BLOCKING 2"x " SILL PLATE 2pcs SIMPSON MTS12 TWIST STRAP MTS 2 SPH6 , 10d f, 1 �� FROM EACH RAFTER TO SUP 1 TT20 1"x4" SYP No.2 0 LATERAL -FI., `�- 1 1 I . )C WIRE NAILS AT EACH CEILING E BRACES 48" O.C. 2' xOp BLOCKING. ' t JOIST INTERSECTION SOFFIT. FASTEN w/ 3 8d STAINLESS FASTEN w/ 2pcs 10dd COMMON ., FASTEN w 4-1EN w/ 4-12dd TOENAILS EACH END 3, STEEL NAILS AT EACH RAFTER !NTEFtSECTIM. ARE NAILS AT EACH CEILING [) AIL EXPOSJED 1"x6" TONGUE AND GROOVE „ TI EL. +48. 2' NAVD - „ NOTCH TOP OF RAFTER JOIST INTERSECTION SOFFITIt, FASTEN w/ 3-ed STAINLESS 8 1 T 1 ' TOP PLATE s " TO RECEIVE EXPOSED STEEL Z fl 1 DRYWALL GYPSUM NAILS AT EACH RAFTER INTERSECTION. $ .. } 'I ;,. 1"z6" TONGUE AND NAVDoa ' ! r , ®z 6" D.C. NO2TENILµNG 1JOOIS E EL TOPOFPLAIN e - __H, TO RECEIVE EXPOSED P. I a 7t FASCIA AND GROOVE SOFFIT - '^- NOTCH TOP OF RAFTER / 2"-0. PLANSRAND SECTIONSAL BRACE TOPS OF C EILINGS DRYWALL GEEING IllGROOVE TONGUE AND ` I }+ COMMON WIRE NAILS FROM EACH " GROOVE SOFFIT 2'l P.T SYP Ill E D P 1 t CEILING JOIST TO RAFTER OVE HANG w/ 2'x8' SYP NO.2 CEILING JOISTS i 1 1 1"x4" SYP No.2 LATERALCINGASCIA AND SOFFIT TOP PLATE w/ '/+"0x12' a O I j ® 16" O.C.0CFASTEN w/ 10 12d i 8" CMU GABLE TOO SIMPSON HT530C TWISTED ® 48" O.C. FA 10d 2'-0" AS PER ARCHITECTURAL HOT DIPPED GALVANIZED a k` p COMMON WIRE NAILS FROM EACH END WALL ABOVE i 14 I ' STRAP AND 1 c SIMPSON H2.5A COMMON WIRE CH PLANS AND SECTIONS All BOLT w 3"x3"x'/4"P 2`x8" P.T. SYP No.2 TOP PLATE w/ CEILING JOIST TO RAFTER f OVERHANG /CLIP AS PER UPLIFT CONNECTOR CEILING JOISON - i-#5 VERTICAL PLATE WASHER ® 24" O.C. 4 10 , II SCHEDULE. WRAP HTS30C UNDER AND II '//¢"0 x 12° HOT DIPPED GALVANIZED 1pc SIMPSON SPH6 016" O.C. A ' h AROUND 2"x8' PLATE. ANCHOR BOLTS w/ 3"x3"x'/ " PLATE I� _ 0 32" D.C. f� FORIMED 8"x4"d. CONCRETE z ` II + (2)2"x6" SYP Ill TOP PLATE. SEE PLAN TIE BEAM W/ 2-#5 TOP b { ' WASHER ® 24" O.C. q C7 f TI 8"x16" CMU OPEN BOTTOM LINTEL SPLICE TOGETHER w/ 2 ROWS 10d D.C. 8"x8" PRECAST f� CONTINUOUS ' 41 I 1 j 1 BLOCK TIE BEAM w/ 2-#5 TOP AND COMMON WIRE NAILS ® 16" O.C. CEDAR $HAKE SIDING LINTEL w/ 1-#5 0 8 ' PRECAST .. ,e 1-#5 BOTTOM, CONTINUOUS m II ' LAS PER ARCHITECTURAL CONTINUOUS LINTEL w/ 2-#5 ' GYPSUM DRYWALL I, I: ! '/+" GYPSUM DRYWALL ON FURRING I. + PLANS !A 71N000SBIG p o . ) et ND SECTIONS COW ' 2"x6' SPF No.2 STUDS ® 16" O.C. P m AS PER ARCHITECTURAL PLANS j " GL-3 GL-4 Q 9 ryl I ' ll I /+ CDY,( PLYWOOD WALL i 1 III 1 FLOOR SYSTEM DESIGN LOADS: SHEATHING FASTENED w/ AT GARAGE HOUSE AT GARAGE HOUSEGABLE END SECOND LEVEL w 9 b FLOOR DEAD LOAD = 20psf ELOOR M 0 SI N OAOS 8d COMIMON WIRE NAILS #' 1 FLOOR LIVE LOAD = 40 It m FLOOR DEAD LOAD = 20psf 0 3" O.LC, EDGES AND NOTES: e^ All FLOOR LIVE LOAD = 40psf 6" O.C. FIELD. EXTEND 1) FOR OPENING LOCATIONS, SEE ARCH DRAWINGS. 2$ 8 a �I ( i 1 1i SII UPPER 8" CMU WALL w/ 1-#5 VERTICAL rCEDAR SHAKE SIDING T PLYWOOfp WALL SHEATHING 2) PROVIDE 8" BEARING EACH SIDE OF OPENING. Pt $t V AS PER ARCHITECTURAL FLORIDA PRODUCT I TO BOTTTOM OF FLOOR BEAM b)I CELL SOLID w/ 3000�I. 0 40" O.G(CENTER IN CELL). GROUT PLANS AND SECTIONS APPROVAL #10447s!CONCRETE GROUT 22. a 3) GROUT LINTEL SOLID w/ CONCRETE. j ) � ^ , III p ! /A' STURDI-FLOOR SUB FLOOR PLYWOOD B� ' II ' SIMPSON TFIA422 ADJUSTABLE SHEATHING. GLUE AND FASTEN TO WOOD 1pc SIMPSON CS16 FLAT GARAGE HOUSE LINTELS ABOVE OPENINGS (! 1 ROW 10d RING SHANK COMMON 1 #5x48" VERTICAL DOWEL TRUSSES w 1d RING SHANK COMMON WIRE STRAP ® TRUSS HANGER, FASTEN w/ / 32" O.C. FROM n I' WIRE NAILS 0 4" O.C. AO" OC., ALIGNED w/ NAILS 0 4" O.C. EDGES AND 6" O.C. FIELD UPPER $"x6" WALL STUDS DETAIL 11" 4-10d NAILS INTO TOP OF3 p Iv s III %" STURDI FLOOR SUB BOOR PLYWOOD UPPER 8" CMU WALL TO LOWTER EDGE BEAM. g LEDGER AND 16-10tl NAILS t SHEATHING. GLUE AND FASTEN TO WOOD iI REINIFORCING INTO FACES OF LEDGER AND 1.25"x160' TIMBERSTRAND LSL SOLID -2 SCALE: °/." = 1'-0" °i� W TRUSSES w 10d RING SHANK COMMON WIRE 6-16d NAILS INTO TRUSS BLOCKING IN-BETWEEN FLOOR TRUSSES. 1 (1)2"x6" SYP No.2 BOTTOM FLARED SHAKE SIDING AS PER PLATE. FASTEN RE 2 , . NAILS m 4" O.C. EDGES AND 6' O.C. FIELD AR 1pc SIMPSON LTT20B w / 12d , ,. . ARCHITECTURAL PLANS V ® 16" �C COMMON WIRE NAILS " . 1 n GALVANIZED OANCHOR IBOLTO I - EL. +25.22 NAVD ----.-__ __.___ �' EL. +25.22' NAVD u -0 °i TOP OF PLM DECK `� • - EL. +25.22' NAVD h = --- - -It MI Q,0" 1.9E MICROLAM .75"xi 1. a TOP OF 16'x24" CMU TOP OF P LY DECK I LVL EDGJE BEAM. FASTEN TO PM ,' li I HIT CONCRETE LINTEL BEAM EACH PIREENGINEERED FLOOR 1 r n TRUSS W 2 ROWS 16d COMMON < f a _.... . NAILS ® 3" O.C. jjjPPII�I 1 # {' EL +23.22' NAVD II 1 It 16" SYSTEM 42 PRE-EINGINEERED FLOOR BOTTOM OF 16"x24" CMU /7 -`- 11 1Il TRUSS ® 16" 0. . CONCRETE LINTEL BEAM °/" GYPSUM DRYWALL CEILING ) -- T W z 1 c SIMPSON THA422 ADJUSTABLE TRUSS 12"w x 24"d CMU/CONCRETE DIAPHRAGM" CDYX LYWOOENCEIILING 0 P 16' SYSTEM 42 PREENGINEERED + i d^ OPIEN BOTTOM LINTEL BLOCK RECAST / LINTEL TIE BEAM w FLOOR TRUSS ® 16° O.C. / 8d H NAILS INTO TRUSS AND 20 -70 dM COMMON / 2 5 TOP u CEDAR SHAKE SIDING O F Ii i F # COMMON ARE NAILS I � qS PER ARCHITECTURAL = V Ix WIFE NAILS INTO LEDGER AND 3-#5 BOTTOM w/ #3 2'x8" P.T. SYP No.2 TOP PLATE 0 6" O.C. EDGES AND PLANS AND SECTIONS WI W $ 4 g STIRRUPS 0 8" O.C. w/ 1/2"0 x 10" HOT DIPPED GL 2 6" O.C. � f T! DOUBLE 2"x10" P.T. SYP No.2 LEDGER w/ GALVANIZED ANCHOR BOLTS w/ III !FIELD + '/+" COX PLYWOOD WALL SHEATHING C7 y /E" EXPANSION JOINT w 2"x2"x' a" PLATE WASHER ® 24" D.C. "0x10' HOT DIPPED GALVANIZED ANCHOR / / III FASTENED w BE COMMON WIRE J '1 iI I BOND BREAKER AND SEALANT f NON-STRUCTURAL .� ! = L BOLT w/ 2"0 WASHERS 0 16" O.C.; STAGGERED �t ARCHITECTURAL BRACKET NAILS 0 3" O.C. EDGES AND Q ' 1 ( a1"x16"L STAINLESS 12'x16 ' CMU OPEN f 6" O.C. FIELD Q 4@IN ALIGN STAINLESS STEEL [ BOTTOM LINTEL BLOCK T ASSEMBLY DESIGNED } �(( STEEL STRAP w 2 + D � J STRAPS w/ FILLED CELLS / O /16"0 TIE BEAM W/ 3-#5 TOP AND BY OhiERS 2"x6" SPF NO.2 d STAINLESS STEEL PINS _ _( j STUDS 016' O.C. N Y :. ( 1 ' �) 16"x16" CONCRETE COLUMN BEYOND) r? TO UNDERSIDE OF 8"x16" 3 #3 STIRRUPS 0C 1 I" TIE BEAM 0 32" D.C. %J NOTE 1 7x6" SYP No.2 BOTTOM 1 4„ , 11 f •o BRACE BOTTOM CHORDS OF - WATERPROOFING AND O d II 1 BRACE BOTTOM CHORDS OF E 1 PLATE. FASTEN w 3 ROWS d 1 PRE-ENGINEERED FLOOR TRUSSES PAINTED THIN BRICK VENEER FLASHING DESIGNED E : 1 � + w/ 1"x4" SYP No.2 LATERAL AS RER ARCHITECTURAL PRE-ENGINEERED FLOOR TRUSSES III BY OTHERS 12d COMMON WIRE NAILS Q U fl' BRACES 0 48” O.C. FASTEN w/ PLANS AND SECTIONS w/ 1"z4" SYP No.2 LATERALIf III '/¢" GYPSUM DRYWALL ® 16" O.C. t J j f - 2pcs 1d COMMON WIRE NAILS AT !BRACES 0 48" O.C. FASTEN w/ - III EACH TRUSS INTERSTECTION FINISH GRADE 2pcs 10d COMMON WIRE NAILS AT 1pc SIMPSON MSTA24 FLAT 2pcs SIMPSON A35 CLIP 1 F r EACH TRUSS INTERSTECTION $TRAP FROM CUPOLA STUDS ANGLES Al 12 8dx1 '/z" L III 8" CMU BREAK-AWAY TO (4)2 x10' ROOF HEADER COMMON WIFE NAILS, EACH _ `� 16"x16" CONCRETE BEAM 0 32" O.C. WAL' �5 Ir 1- 5 VERTICAL PA 37L w/ " COLUMN BEYOND 4 2"x10' SYP NO.2 ROOF 12 3 /x Vl CDX PLYWOOD ROOF SHEATHING, I # �� O —� FASTEN Al 8d RING SHANK COMMON I n 1 CENTER IN CELL) FILL BREiAK AWAY RETAINING HEALDER BEAM. SPLICE TOGETHER I ( WALL WATERPROOFING GARAGE END WALL ( ( w/i 4 ROWS 12tl COMMON VARE WIRE NAILS ® 4" O.C. EDGES AND 33 ' REINFORCED CELL SOLID w/ BEYOND 1 6" O.C. FIELD. ! 3000 psi CONCRETE GROUT AND FLASHING AS PER NAILS ® 12' O.C. EACH LAYER S _o w . 3 NY : 1 p ! ARCHITECTURAL PLANS 2"x10" SYP 111 O AN EL. EDGE O' NAVD I ' `�J, '^ �\ RAFTERS ® 16" O.C. W ugm 2� 4 INSTALL 1 " THICK SAND o. .I Id SECTIONS EDGE OF SLAB RECESS TOP OF SLAB ° J m g a 1 a +15.26' NGVD /e GYPSUM DRYWALL CEILING Qw BREAK-AWAY SLAB ON GRADE 25" w/ WALL REINFORCING. UNREINFORCED 4" CONCRETE ( 3V" AS REQUIRED FOR 0 z E h BOND BREAKER LAYER IN I I BETWEEN GRADE BEAM AND � � � #5 VERTICAL DOWEL ® 32" O.C., ( ) i r z ¢ LAP OVERHEAD GARAGE DOOR "� O z v ' O DRILL 4" AND EPDXY INTO INSTALL 1" THICK SAND \ r g EL +1483' NAVD h THICKENED, EL. +14.83 NAVD h BREAK AWAY GARAGE I ' Q D t- O y UNREINFORCED 4" CONCRETE r CKENED, UNREINFORCED, - BOND BREAKER LAYER IN OQ V REFERENCE BREAK-AWAY GARAGE SLAB EDGE. RE SLAB ON GRADE J . x r EL. VAR+ I SLAB ON GRADE 1 SLOPE III BETWEEN GRADE BEAM ANB J ' F I1 ! OP DP sLOR BREAK-AWAY SLAB GRADEPAVER AGE HOUSE CUPOLA SUPPORT coWopo BREAK B ON CON GAR I h i (EL. +14.16' TO DRIVEW+qy AS PER II I� III EL. +14.33' NAVD) / ARCHITfECTURALS � SECTION EL. +13.50' NAVD \ � EL +1350 NAVD it F ' y TO OF GRADE BEAM , _ PRE FORMED NEOPRENE • < TOP OF GRADE BEAM -2 SCALE: 3/4" = 1'-0" (+14.60' NGVD) +14.60' NGVD °N°"x'B4 CCK " NOTE PROVIDE 2-#6 TOP t < GASKET w/ ELASITOMERIC rc ( ) D 90' CORNER BARS AND 16' 16' CONCRETE GRADE -3 SEALNT BOTH SIDLES, w aBc1¢s BM. I FULL HEIGHT F 'WALL i6"x16" CONCRETE GRADE O BE 0 2- BOTTOM 90' CORNER A - M w 2 CONTINUOUS TOP L 7 t C.J. BEAM w/ 2-#6 CONTINUOUS TOP, oA BARS AT EACH GARAGE 2- BLDG PERMIT 10121111 CONTINUOUS MID, AND AND GRADE BEAM CORNER a 2' C EAR 2- 'ci _, ' r 2 #6 CONTINUOUS MIDDLE 4V6 CONTINUOUS BOTTOM. AND u' �''.- 2° C EAR 2-#6 CONTINUOUS BOTTOMI, A - J, r NIL v4•_p-0' a . #3 STIRRUPS ® 12" O.C. L . ;p5 1 -4" #3 STIRRUPS ® 12' D.C.'�. 1 .. 1'-4' i L VERTICAL FIIRST i ETHESE illSTAMRSHM IN S -TOR C ro BE NCODAADCE WITH TIME CODE, nwlw.sEAL E11 L S CE L EACH SIDE EsrA&sxEn MSECTwxsme3.mTFLaR1oAADMwlsannvEccoE. B0B1AB`A' -035 f OF CONTROL JOINT GARAGE HOUSE WALL SECTION AT EAST SIDE GARAGE HOUSE WALL SECTION AT OH D TH WITMAN SECTOR°FDNLEx� ll'MINIMUMDESIGNLOADSFRMUlle Cn,a°11 FILL SOLID NTH CON MOOR AND OTHER XB,U15YI5L TOM'MINIMUM THE IND LOADG ASSECATED � SECTION CML CONTROL JDINT r2 \ SECTION uDo Exsm " ' ° mrummE "°`° o s ° u ° m 2 wTM A M INIMUM WE WIND SPEED OF I A WH ' V3. MELOMPoNENB.VACL.NDIWMx BEENSagCTMMDTHRUSE CHHISTWHER C BATHE IM -2 SCALE: 3/4" = 1'-0" AT BREAK-AWAY WALL -2 SCALE: 3/4" = 7 '-0" IncCRxwurEBwro THE DESIGN u�Ds�clFlunaswAvnsOu+cE CONSULTING GmucnwnLExGwEEx t [ ' WITH SECTION 8OFTHE'MINIMUM DESIGN LOAN Pox BUILDINGS ANO AmCOGEOANIENUE �7 L DrLL 4x] 1¢rFGil . G 11 4IN4 OTHER STRUCTURES'ABANDONED IN MOM AAC �31HN�1 RPE�.x9S1 N d1 : tl 1G N I �ITRII�TY kf�1 u 111. :.' B3 ,^, rr 'qsl` s/e"0 ALL—THREAD CONNECTOR 2"x6" SPF No e re = STUDS ® 16' 0 C E ANCHOR r rex d ROD ® 48" O.C. SEE LAYOUT l THREADED ROD CONNECTION SYSTEM ON SHEET S-9 I COUPLER NUT 3" DRILLED AND EPDXIED %0 1 3/4" STURDI-FLOOR SUB FLOOR 3*'x3' ' PLATE. WASHER TYPICALI HOT DIPPED GALVANIZED The contractor shall utilize the all connection system as specified as follows: Shearwo All-Thread Connection System PLYWOOD SHEATHING. GLUE AND AND HEX NUT THREADED ROD ANCHOR, 1i 1 FASTEN TO WOOD FLOOR TRUSSES 1 SEE GENERAL NOTES AND 1 {I SIS Uplift connectors from the various preengineered roof trusses, conventional roof The shearwall all-thread uplift connection SWATC system. is composed of one 5/81, w 10d COMMON WIRE NAILS (1)2"x6" SYR Nol 2'x2"x /s:: PLATE WASHER 1 p ( ) Y9 p /e / AND COUPLER NUT DETAIL 1/S 21 � 6 ' � 'I, framing, conventional overframing, covered porch framing, and floor framing diameter 36 list all-thread rod that runs the full vertical height of the wall, a 4" O.C. EDGES AND BOTTOM PLATE shall be installed in accordance with the Uplift Connector Schedule. penetrating both the top and bottom plates, and grouted with Simpson Strong-Tie 0 6" O.C. FIELD _ _ 8' MINIMUM x !a s x1' p1 tl ' �kR High Strength Epoxy into the slab/stemwall with B" embedment. Use a 11 /16" drill „ '., 2"x4" SYR hi EMBEDMENT x x� +.ft i , '{} All-Thread Uplift Connection System bit for plate and concrete holes. The cast in place s/e" diameter x 12" anchor I , CONTINUOUS t I ^",fir 5/8" bolts specified on structural sheet S-9, Shell specifications, may be utilized in 2"x8" P.T. SYR NO.2 The oll-thread uplift connection system (ATUC) is composed of one diameter 36 lieu of the drilled and epoxied threaded stud at the concrete slab.. The top end of I 1/2" COX PLYWOOD WALL TOP PLATE, rt ksi all-thread rod that runs the full vertical height of the wall, penetrating both the the SWATC is bound to the to late with a 3" square, vi" thick washer and a nut. L ; t. p P 9 SHEATHING FASTENED w/ f. top and bottom plates, and grouted with Simpson Strong-Tie High Strength Epoxy The botpom late is bound to the slab with a 1 -' round. 1/8" Thick washer and k into the slab/stemwall with 8" embedment. Use a 11/16" drill bit for plate and p '�`" / ( 8d COMMON WIRE NAILS 8"x16" CMU OPEN { [ a nut. The all-thread may be spliced with a coupler threaded onto the all-thread a ® 3" O.C. EDGES. AND BOTTOM LINTEL BLOCK I ti I t 41 concrete holes. The cast in place /s" diameter x 12" anchor bolts specified on minimum distance of a/. at each end of the coupler. The coupler shall be rated 6" O.C. FIELD TIE BEAM W/ 2-#5 TOP structural sheet S-9, may be utilized in lieu of the drilled and epoxied threaded for allOwlable tension of 4,500 pounds under wind loading. The locations of SWATC e J u AND 1—/j5 BOTTOM, j g z I. stud at the concrete slab. The tap end of the ATUC is bound to the top plate with within the above referenced structure shall be are follows: _ Ir 8 ' j]] RE CONTINUOUS a 3" square, 14" thick washer and a nut. The bottom plate is bound to the slab 1 ROW 12d COM { II t ` with a 1 )h" round, 1/8" thick washer and nut. The all-thread may be spliced with Sheal Ends 1pc within 3" of end studs TOENAILS ® 6 q _ W7 . . " 14" SYSTEM 42 2"x8" P.T. SYP I f a coupler threaded onto the all—thread a minimum distance of /2 at each end of PRE-ENGINEERED FLOOR NO.2 0.' ! I Ithe coupler. The coupler shall be rated for allowable tension of 4,500 pounds under Miscellaneous TRUSSES ® 19.2" O.C. TOP PLATE w/ a/ "0 x 10" [ O I . I ' wind loading. The locations of ATUC within the above referenced structure shall be F I 9' HOT DIPPED GALVANIZED - I � O as follows: The ectle led system diameter anchor bolts that are not utilized by the all-thread COUPLER NUT J ANCHOR BOLTS v4 2"z2"x' d I� I1 connection system shall receive a 2"x2"xi/B- plate washer and hex nut at the / IX Typical Wall Section 48" D.C. max 2"x2"x'/x" PLATE WASHER - PLATE WASHER @y 24' O.C. I yp" bottom plate. Pt 1G i � I AND HEX NUT ( 8"x76' CMU OPEN � Minimum Quantity of ATUC Between Corners Maintain a minimum edge distance of 2" from the outside edge of the embedded BOTTOM LINTEL BILOCK ,1 2 pct Along Straight Run of Continuous Bearing Wall all-threed rod to the outside face of the 8" emu stemwall. TIE BEAM W/ 2-#15 TOP 2 j AND 1—g5 BOTTOIM, O ail t Bearing Wall Ends(Not Including Sheol The top plate shall be free of splits, checks, shakes, and wanes. CONTINUOUS _ +t � �I ipc within 3" of end studs all The hex nut above the top plate shall be tightened to approximately 30ft.-Ibs. of Header Fronsing torque. Changes in moisture content and the related shrinkage of building materials TYPICAL THREADED ROD CONNECTION ALTERNATE DRILLED AND EPDXIED 5/w "0 - W P+iI $ 1 each side of opening within 3" of full height studs will effectively eliminate the pre loading caused by the initial tightening of the hex A it t tI nut. After oll rough-ins of the mechanical and electrical trades are complete, and AT WALL/FLOOR TRANSITION THREADED STUD IN LIEU OF ANCHOR BOLT Bottom Plate Splices prior to installation of Insulation re-tightened the upper hex nuts to the required tl1 EI` Install 'lh"0x8" w/ 4" embedment Redhead within 12" of splice, each side of 30ft.-Ibg of torque. 2 DETAIL 3 DETAIL w >1 splice. ATC may substitute for Redhead. eA 6 i ;. ); a. S-2 SCALE: 11/2" = P-0" S-2 SCALE: 3" _ ,'-0" �S � a it fpµ' P3"x3"x'/" PLATE zj YEg) WASHER AND HEX NUT m 2 DO DOUBLE TOP PLATE m� W i L, ,I � ' 3"x3 •x'/x PLATE x WASHER AND HEX NUT 2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETIHER 1 w/ 6" COMMON WIRE 100 UJI y { TOP PLATE SPLICE r COMM O.C. PROVIDE 3ACH AT EXTERIOR WALLS, W J COMMON WIRE NAILS EACH TOP PLATE al FASTEN WALL SHEATHINIG f ' (n I Iii SIDE OF SPLICE (TYPICAL) p•z6 SYP.N0.2 SPLICE TO DBL. TOP PLATE w/ yl DOUBLE TOP PLATE. FASTEN 4'-0" MIN. 8d COMMON WIRE NAILS >- '' yl W 2"x6" SPF N0.2 TOGETHER w/ 10d COMMON ® 3" O.C. STAGGERED y ' Ll It `. = �l I'. STUDS 016" O.C., WIRE NAILS ® 16" O.C. b6INTO BOTH PLATES 13 ill ;01 µ III WOOD HEADERBEAM SEE FLOOR PLAN PROVIDE 3-10d COMMON WITHIN 24' OF ANY Q O z �1 "N; 4 /e"0 THREADED ROD s/e"0 THREADED ROD WIRE NAILS EACH SIDE SPLICE. (TYPICAL) Z Q ' I s UPLIFT CONNECTOR OF SPLICE (TYPICAL) 24" MAX. AT .I Isll �" I SEE ANCHORING l/S-21 0 /"e THREADED ROD Z : s EXTERIOR WALL W J j I. EXTERIOR CONDITION Q Q , 1a "0 THREADED ROD DOUBLE TOP PLATE FASTENING W W — �, r I II II , ABOVE TOP PLATE, PROVIDE A 3"x3"x'/x" 5 `Ili � I j PROVIDE AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE THICK STEEL PLATE WASHER. FASTEN AT HEADER/OPENING AT Rt'0 THREADED ROD DBL TOP PLATE SPLICE DETAIL 2 t„) ji 8d NAILS AT 6" O.C. INTO THE TOP PLATE BETWEEN WITH A HEX NUT AND ALLOW AT LEAST = U W 'I( j 3 THREADS TO EXTEND ABOVE TIGHTENED DETAIL � N W }11yy pi, I 1 TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST �. DETAIL s 6 DETAIL I 1 ',, F HEX NUT. TYPICAL SCALE: /x = l'-O" �l� I 11 NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS (TYPICAL) I4 F ' �' CONVENTIONAL RAFTER S-2 SCALE: N.T.S. S-2 SCALE: NTS { I ROD SPACING, SEE It �I SCHEDULE. ROOF FRAMING (TYPICAL) ti �Mi=� �r t 1 li RAFTER-TO-PLATE SEE A f NUMBER OF KING STUDS All r M .:-? ALTERNATE, ADD 1 c SIMPSON T H2.5 UPLIFT ALTERNATE, ADD lop SIMPSON H2.5 UPLIFT T I,' ` y CONNECTOR, SEE ,� p t ` J EACH SIDE OF OPENING, 1 c SIMPSON MSTA24 CONN -CTOR AT TOP AND ipc SIMPSON MSTA24 CONNECTOR AT TOP AND ( , . SCHEDULE. 0: P ( I � 0 0 `"� o E. STRAP EACH SIDEOF BOTTOIM OF THESE STUDS STRAP EACH SIDEOF M OF THESE STUDS @@@ 0 1 j ' [I o v HEADER, SEES v CONTINUOpS SHEATHING DOOR HEADER IF DOOR HEADER IF -`-�ti r -- EE HEADER SCHEDULE. i i i BOTTOM SCHEDULE. THREADED ROD THREADED ROD . " ( 4 ,i t if tj ¢ a a SHALL BE PROVIDED SYSTEM IS SYSTEM IS ABOVE ALL OPENINGS NOT USED I� ., 1/2" CDX PLYWOOD S I `: AND SHALL BE NAILED 3"x3"xY" PLATE NOT USED 1 3' z3 'xY' PLATE SHEATHING I II ' WASHER AND HEX NUT WASHER AND HEX NUT 9 I ' TYPICAL w o p ® 3" O.C, ALONG EDGE I I a/f0 THREADED-ROD a (TYPICAL) w w AND AT CRIPPLES ABOVE s I UPLIFT CONNECTION t=j O O JACK STUDS, O HEADER. TYPICAL I "m THREADED-ROD I P < a L ¢ w w (TYPICAL) 2"x6" SPF N0.2 HE DER, SEE UPLIFT CONNECTION HEA R, SEE SYSTEM tr� I Ld c SEE HEADER I W w 0 i S i � o: SCHEDULE. PROVIDE AN ADDITIONAL ROW OF STUDS :P 16" O.C. I SC EDULE AND SYSTEM SCH DUL_E AND 2pcs FULL HEIGHT m w i I ABOVE BOTTOM PLATE, ' 8d NAILS AT 6" O.C. ONTO ONE OF I P NS I 2pcs FULL HEIGHT PLA S 7 2"x6" SPF N0.2 Q = Fw r 7 m to THE KING STUDS ADJACENT TO ALL I H2.S STUDS EACH SIDE O fL PROVIDE A 3"z3"x' 'a n ROUGH OPENING n I 2"z6' SPF III z ' l + /" ¢ ¢ ¢ OPENINGS. (IN ADDITION TO OTHER k STUDS EACH SIDE 7 OF OPENING, p I THICK STEEL PLATE e e SEE ARCH. w NAILING SPECIFIED IN SCHEDULE. OF OPENING, MINIMUM. SEE Q DQ V I ht WASHER. FASTEN I FRAMING PLAN J 1p WITH A COUPLER. a f MINIMUM. SEE 2"x6" SPF NO2 J it glu p FRAMING PLAN STUDS ® 16" O.C. ipc 2"x6" SPF N0.2 ^ � i S' . (TYPICAL) 7 W > ! E fill " 3"z3"xt/x" PLATE I t CRIPPLE STUDS EACH E j 4" SYSTEM 42 WASHER AND HEX NUT I ROUGH I 1pc 2"x6" SPF N0.2 SIDE OF 3'-1" OPENING, m , Oio 8" EMBEDMENT FOR PRE-ENGINEERED FLOOR I OPENING ' :] y OR COUPLER NUT p I IH OR 2 cs 2'x6" SPF N0.2 THREADED RBE AT TRUSSES ® 19.2" O.C. SIDE 3N1 50 OPENING. I OPENING I 31 a P I SEE CRIPPLE STUDS EACH 1 11 8" CMU WALL BELOW RCHITECTURALS OR 2 cs 2"z6" SPF N0.2 ' FASTEN THE H2.5 w/ P SEE ) SIDE OF OPENING UP CK 11 A „ GALVANIZED ANCHOR BOLTS CRIPPLE STUDS EACH I WRALS TO fi -4" SAWN BY RCHITECT t t SIDE OF OPENING UP ll Y I e" CMU WALL w/ 1-{{5 10-Bdz1'/2" I 3"x3"x /" PLATE ICC EosY y I k�I ! TO 6'-4" t I II4 . I, VERTICAL IN CONCRETE w/ CWJPLER NUT, 2"x2"x'/e" COMMON WIRE NAILS WASHER AND HEX NUT !�� FILLED CELLS 0 40" O.C. 8" U WA Ks PLATE WASHERS, AND HEX , u u OR COUPLER NUT wie BLDG FIPERMIT YY NUTS. SPACING AS REQUIRED FASTEN THE MSTA24 }Ifs TO MAINTAIN 24" MAX. w 18-10d COMMON scaE 1b" 1-0" 'I `' SPACING TO NEXT ANCHOR RE NAILS FRAMING AND STRAPPING AT FRAMING AND STRAPPING AT I. hill III FIRE SEmcoMPLWICEwnXrxEsrllWnos FLORIMSEAL O BOLT OR THREADED ROD. EmnxsHED N SECTIO!MMA07 RawlMWINISTRATWE CO[E. ]Qexuxees E11-035 TYPICAL EXTERIOR WINDOW OPENING TYPICAL EXTERIOR DOOR OPENING e z THE Been WIND FORCEREsisnxO srsTEMsnnEDESIGNED ixxccOROnxcs sE0 10Y11YLo1f WIN Sell 6.PNWPH TM MINIMUM DESIGN LBUILDINGSS FOR BUILDINGS fid I ° THREADED ROD ANCHORING SYSTEM DETAIL DETAIL MSTA24 DETAIL FIND UPPER fiRWTUEETOWITHSTAND Ties WIND LMOSPSSOCIATEO WaNU WIi P MIN NUM&91C WINO SPEW Cf 13 MRI. -21 SCALE: N.T.S. S-2 SCALE: 1 2" = 1'-N" S-2 SCALE: 1//2' / = 1'-0" s. TxEcatoxENra AND cuamxclwvESEEN eELEcIEOnxOTxEMusE (•jlRl$TOPHERC.NPIRE CORPOMWODID DESIGN ANN SFERIRuONSIx ALcd2WNLRNOswFWAOOHRF1. GNL'39R WN11 6OFTHE WAINUM DESIGN LOADS FORNasPNO aB6c0uAOE OPERSIRUMFUND WENTIONED,N NOTE tB2174707 FLPE J 9aA i 1 At Irll, 9 ,r y STRUCTURAL NOTES UPLIFT CONNECTOR SCHEDULE s IF DESIIGN CRITERIA REINFORCED CONCRETE ff tw.m" DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) MEMBER SUPPORT SIMPSON CONNECTOR END ZONE = 8'-0") K = 0.85 11•. BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ( d BUILDING CODE . LO WITH 2009 AMMENDMRNE WINO DESIGN OF ACI 318 ANDACI301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE T FRAMING- AREA 10sf 20sf 30sf 40af PER ASCE 7-05. LOCATED WITHIN WIND BORNE DEBRIS REGION. REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER, COMMOW RAFTER: 2"x8" CMU PLATE (1)HTS30C AND (1)H2.SA, SEE DESIGNED AS "ENCLOSED." CONTRACTOR SHALL INSTALL IMPACT / / POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER F012 REINFORCING SHALL SECTION 1 S-1fi AND 2 S-17 { RESISTANT WINDOW/DOOR GLAZING SYSTEM. BE AS FOLLOWS: DBL TOP PLATE (21TS12 INTERIOR +37.5 -40.8 +35.8 -39.1 +34.9 -38.0 +34.2 -37.4 if ! SLABS ON GRADE CENTERED RIDGE BEAM 2 A35,HEADER BEAM (23TS12 j II SEE SECTION 4/5-14 ENDZONE +37.5 -50.3 +35.8 -46.9 +34.9 -44,9 +34.2 -43.5 I IVELOADS: FOUNDATIONS 3" VALLEY BEAM 2 A35 J• 1��$1 I i.l� _ ( •'p f'! 1 t ROOF & CANOPIES 20 PSF GRADE BEAMS AND PILE CAPS 3" AREA 50sf 60d70sf BDsfA 111 tl�tl FLOORS 40 PSF ELEVATED STRUCTURAL CONCRETE BEAMS 2'• CEILING JOISL RAFTER 10-12d NAILS, SEE POSITIVE SUCTION POSITIVE SUCTION POSITIVE I SUCTION POSITIVE SUCTION iiilll 1 III I ELEVATED DECKS 60 PSF ELEVATED STRUCTURAL SLABS 1 '/i" SECTION 1/S-16 AND 2/S-17 I(I a STRUCTURAL COLUMNS 2" INTERIOR +33.6 -36.8 +33.2 -36.3 +3218 -36.0 +32.5 -35.7 � I .I 'I WND LOAD DESIGN CRITERIA ASCE7-05 STRUCTURAL POOL SHIELL 2" JACK RAFTER: 2'1 CMU PLATE i)HTS30C AND (1)H2.5A I� ISI ' I ) ENDZONE +33.6 -42.5 +33.2 -41.5 +32.8 -40.7 +32.5 -402 it II BASIC WNO SPEED 120 MPH DOUBLE TOP PLATE ({1 MTS12 GB (2)H2.5A c ti Ir ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 150. ALL WELDED WIRE CORNER HIP RAFTER (2)A35 AREA 90sf 1CORI 110sf 129sf I) IMPORTANCE FACTOR 1.0 e z TI a FABRIC SHALL CONFORM TO ASTM A185. f ` EXPOSURE 'C LOWER ROOF CORNER 2"z8" CMU WALL (1)MGT POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION o y H-I 4�13 'I MEAN ROOF HEIGHT 35.0 FT ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. HIP RAFTER: SUPPORT STUDS 2 HTS24 m yI7 �flll f! f 1hl 'I I .. ROOF PITCH 5/12 (22.52 DEGREES) INTERIOR +32.2 -35.4 +31.9 -35.1 +31.7 -34.9 +31.5 -34.6 _ INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18 -0.18 ALL CONCRETE REINFOIRCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED YY / AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES UPPER -TOWER CORNER 2"z8" CMU PLATE 1 HTS30C AND (1)H2.SA ENDZONE +32.2 -39.6 +31 .9 -39.0 +31.7 -38.5 +31.5 -38.1 S " IIIA { rv't � • 'I, ii t ' WNDPW/DOOR DESIGN PRESURE SEE TABLE ON SHEET 8.22 HIP RAFTER: DOUBLE TOP PLATE (2)H1524 i AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF . THE 'MANUAL OF STANDARD D . ACI 315. BAR SUPPORTS THE DESIGN OF THE FASTENING OF THE WINDOWS OORS TO THE o AI nWABLE UNIT PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', STRESSES SHALL BE PLASTIC DIPPED AFTER FABRICATION. RIDGE STEAM: EXTERIOR KING POST (3)HT524, SEE DETAIL 1/S-14 WALL FRAMING BUCKS IS THE RESPONSIBILITY OF THE WINDOW DOOR u O INTERIOR KING POST 2 HTS24, SEE DETAIL 2 5-14 MANUFACTURER/SUPPLIER D SHMEET THE/ / { CONCRETE: (PER ACI 318) ANAU / ULIAND HWINDOW a' ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATESTroOOR y� CONCRETE EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. CORNER VALLEY BEAM: 2"x8" CMU PLATE ((2)HTS30C DESIGN WIND PRESSURES. [9 I �yll � ' II'I III FOUNDATIONS Pc = 5000 PSI ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. DOUBLE TOP PLATE (2)HTS24 jj Ilh `I (' . III STRUCTURAL SLABS Pc = 5000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. INTERIOR VALLEY POST (3)HTS24, SEE DETAIL 5/5-14 z IF CANTILEVERED STRUCTURAL BEAMS Pc 5000 PSI NY FRA V tt I , I ELEVATED STRUCTURAL BEAMS fc = 3000 P51 SUPPORT BARS SHALL BE $5 OR GREATER, AND NOT SPACED MORE THAN 48" 0.Q q••zB•• BECK JOIST: 3"x8" WALL LEDGER 1 HUC48, SEE SECTION 1/5-17 ALL SIMPSON CONNECTORS IN i STRUCTURAL COLUMNS fc = 3000 PSI A MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR 34 EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. 6"x12" DECK BEAM 1 /e"0x12" LAG SCREW, SEE CONTACT WTH ACO PRESSURE m s +, III CMU CONCRETE FILL re 3000 PSI SECTION 1/S-17 TREATED LUMBER SHALL HAVE W CONCRETE GRADE BEAMS Pc = 5000 PSI SUPPORT BARS AND ENDS OF MAIN SUPPORT BAR. NOT IiXTEND MORE THAN s THE MANUFACTURER APPLIED I { • CONCRETE PILE CAPS Pc FEE PSI 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. 8"x12" DECK BEAM: 6"x6"DECK POST SECTION 16" LAG SCREWS, SEE ZMAX" FINISH A I 41 SECTION 1/5-17 I� ({ AUGERCAST PILES Pc - 5000 P4 VA ION PROTECTION 8"x16" CANTILEVERED (1)HUC612 FACE MOUNT HANGER ALL SIMPSON CONNECTORS AT $ p14 STRUCTURAL POOL SHELL Pc = 5000 PSI CONCRETE BEAM THE EXPOSED GARAGE HOUSE e�{ ?' 1 tl a f, CONCRETE MAXIMUM WATER CEMENT RATIO: CONTRACTOR SHALL EXERCISE EXTREME CARE IN MAINTAINING A MINIMUM 2" COVER DECK SHALL BE TYPE 304 a I aI �1 , II I FOUNDATIONS AND STRUCTURAL SLABS 0.56 TO ALL REINFORCEMENT DURING PLACEMENT OF CONCRETE IN ELEVATED BALCONY 6"x6" OIECK POST: 8"x16" CANTILEVERED (1)CBSQ66-SDS2, SEE STAINLESS STEEL 7 'a 111 1 I � 1 ALM 8" CAU CONCRETE FILL 060 CANTILEVERED CONCRETE BEAMS. CONCRETE BEAM SECTION 1/S-17 M ELEVATED STRUCTURAL BEAMS 0.56 CONCRETE PLACED N ELEVATED CANTILEVERED CONCRETE BEAMS SHALL CONTAIN STRUCTURAL COLUMNS 0.56 DCI-S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE & CO. THE DESIGN !� TI NA R F RFRAMIN � r X ! WELDED M E ASTM A185 - GRADE 60 MIX SHALL C PROPORTIONED TO T. OTHER DMIX WITH THIS ADMIXTURE WITH RESPECT OVERFRAMING RAFTER LEDGER 1 A35, SEE DETAIL S-14 q ^ L t � fl IIF III WELDED WIRE FABRIC ASTM A185 W CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, ETC. MAXIMUM 3 / !" III RIDGE BEAM 1 A35, SEE DETAIL 4 5 14 i 7 WATER-CEMENT RATIO SHALL BE 0.56. g j ji III MASONRY f'm = 1500 PSI SHORING AND RE-SHARING COLLAR4/S-14KW TIE: OVERFRAMING RAFTER 10-12tl NAILS, SEE DETAIL =0 / App p `3} STRUCTURAL STEEL: (PER AISC) $ LU5210-3 LTAI W p {l IIx i I II) II( STEEL BOLTS ASTM A325 THE FORMWORK, SHORING, AND RESHORING SYSTEM SHALL BE DESIGNED IN (NOTE: INSTALL OVERFRA INF LEDGER BOARD TO RA TERS w/ 2 ROWS p j ll I�x, j STAINLESS STEEL BOLTS AI51 304 ACCORDANCE WITH AC71 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMING.' M10 x -%a DECK SCBE W/ 1"0 WASHER AT EACH INTERSECTION) STAINLESS STAINLESS STAINLESS STEEL STEEL STEEL e k ' 'np TUBE STEEL COLUMNS ASTM A46 BLDE ERAMING: I' ALL OTHER STEEL ASTM A36 MASONRY FLOOR 1TRUSSES: DBL TOP PLATE (1 H2.5A, SEE SECTION 2/S-12 GARAGE HOUSE SPECIAL ORDER f ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE HEADER BEAM 111H IT SEE SECTION 4 S-12 T ' ` T WELWNG ELECTRODES ASTM A-233 E-70XX (( 3 / +'• T WALL LEDGER 1 THA422 ADJUSTABLE HANGER H4 N t'r N-1 HOLLOW CONCRETE MASONRY UNITS WTH ASTM C270, TYPE "S" MORTAR. li i { FLUSH FLOOR BEAM 1 THA422 ADJUSTABLE HANGER -�1 TIMBER: (PER NDS FOR W000 CONSTRUCTION) ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL SEE SECTION 5/5-12 N + { � STRUCTURAL LUMBER SYP No. 2 WITH 1E5 AT: TypICA INTERIOR/LXTERI LOAD BEARINGR WJI W STRUCTURAL STUDS SPF No. 2 EACH CORNER, WALL ENDS, WALL INTERSECTIONS, DBL TOP PLATE BOTTOM PLATE s/L"O THREADED ROD O 48" O.C. F II { { a G • EACH SIDE OF CONTROL JOINTS BOTTOM PLATE MONOLITHIC FOUNDATION 5/L'0 x 12" ANCHOR BOLT w/ P 0 SOIL BEARING PRESSURE 2000 PSF : AND AT A MAXIMUM SPACING OF S-4" O.C. AT THE FIRST LEVEL, MAIN HOUSE 2"x2"x'/" PLATE WASHER, Z Q NI y! p9I • AND AT A MAXIMUM SPACING OF 3'-4' O.C. AT THE SECOND LEVEL, MAIN HOUSE COUPLER NUT, AND HEX NUTS J I ' 4 'xl {li hL EPDXY ADHESIVE: AND AT A MAXIMUM SPACING OF 2'-8' O.C. AT THE GARAGE BREAK-AWAY WALLS O 48" O.C., SEE SECTION 2/8.20 I��,�d�Jl lll��J���xxx IIIIIIIIII�I�II���"'(((JJJ F �I SIMPSON STRONG-TIE ' SET'' LAP VERTICAL BARS 4B DIAMETERS WITH WIRE TIES. W ! P P ' I ` ! TWO COMPONENT EPDXY ADHESIVE HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE � . J Y, ' ° ' UT IN _ HEADER 3'-0" TO 6'-D" JACK STUDS ((2)MSTA24 EACH SIDE jh I III ,' 6 +61 x DEP DESIGN CRITERIA: MAXIMUMGROUT LLIFTSLDO NOT BEGIN PS CONTAINING L CEMENT OTICAL F GROUTNUNTIL P.LIGNMENOFT WTH CONCRETE ROELLS ARE 0' HEADER 6'-0" TO 9'-0" JACK STUDS (3)MSTA24 EACH SIDE MT512 SPtld IIGVA LUS210 LUS 10- UI W J i' f • • III DUVAL COUNTY INSPECTED AND APPROVED. Q 14 Y x MMM BEARING WALLS (IF THREA ED ROD SYSTEM NOT USED) 1 MONUMENT R046 DBL TOP PLATE STUDS 1 SPH6 O 16 O.C. = H Vii` PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY. UON. IN UPPER §TUDS LOWER STUDS 1 CS16 O 32" O.C. f V W { y 100 NEAR STORM ELEVATION 17.4' NGVD (16.3' Ill ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND STUDS SILL PLATE 1)SPH6 O 16" O.C. tp WAVE CREST HT. BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. SILL PLATE FOUNDATION /c 0 x 10" ANCHOR BOLT w/ ilee p i LAP JOINT REINFORCEMENT 6" MINIMUM. 2"x2"z'/ PLATE WASHER 100 NEAR STORM DESIGN S5' NGVID ( 4.4' NAVD) O 24" O.C. I'VE GRADE ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED AS PER DETAIL 11/S-10 b fff Ilt , I AND HAVE A MINIMUM MASONRY END BEARING OF E" NOTES:SHOP DRAWNGS 1 SEE DETAILS ARE SIMPSON F STUNG TIE OR EQUIVALENT. k I ! MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.7 . 2 SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR )) I� �itikl •� �, REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT SUPPLEMENTARY NOTES 3) USE 111HE FOLLOWING FASTENERS FOR EACH CONNECTOR. ARCHITECT AS FOLLOWS MTS12 14-10dx1 '/z " FLORIDA PRODUCT APPROVAL #10456.33 I tt e FABRICATED STRUCTURAL STEEL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. H25A 10-8dxl '/2" FLORIDA PRODUCT APPROVAL #10456.12 i I ' 1I • REINFORCING STEEL FOR CONCRETE A35 12-8dxl '/z" FLORIDA PRODUCT APPROVAL #10446.4 �0C hL MSTA24 CCSL6 HGUS414 CBSQfi6-SDS2 Ham6 I if • PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES COORDINATE OPENING$ SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, HTT22 If ELECTRICAL, AND PLUMBING DRAWINGS. MSTA24 18-10d FLORIDA PRODUCT APPROVAL //10852.9 I. •�. , ^ �I THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS HTS24 20-10dx1 '/z" FLORIDA PRODUCT APPROVAL 110456.24 +� �V • FOR THIS PROJECT IS FOR COMPLIANCE WITH THE THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR LU528 12-10d FLORIDA PRODUCT APPROVAL 110655.105 15" 'II j DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH LUS210 12-10d FLORIDA PRODUCT APPROVAL 110655.106 4" p I• � ' ' I THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. OMISSIONS OF THE CONTRACTOR. OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR 3" PoPo iS COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE THA422 26-10d FLORIDA PRODUCT APPROVAL 110447.22 rc + � THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT CONTRACT DOCUMENTS, CS16 22-10d FLORIDA PRODUCT APPROVAL 110852.1 HTS30C PROFILE BOBLL II ! DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID SPH6 10FLORIDA PRODUCT APPROVAL 110456.47 Q z f -8d PERFORMING THE WORK IN A SAFE ANDATI SATISFACTORY - EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING HGUS414 101 AND FLORIDA PRODUCT APPROVAL 111468.10 O z i p '/4"0X3'/ 'HWH TAPCONS Q z g 0 I ( . MANNER. CONSTRUCTION. 201 1 STAINLESS STEEL J O < 0 {a ley „"f AI r.ERCAST PILES WOOD TRUSSES HUC48 6-10d AND 14-16d FLORIDA PRODUCT APPROVAL 10655.84 = J HUC612 B-16d AND FLORIDA PRODUCT APPROVAL 110655.86 %TAINLESS STEEL J rrF- S� `. IIS ay 1 MINIMUM 16" DIAMETER TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT• 10pcs 1/"0X3'I' HWH TAPCONS W I- d' > $i y IR 2)) MINIMUM TIP ELEVATION -12.00' NGVD (-13.10' NAVD) DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. OOo 3) ADD 6-15 x 30'-0" w/ 13 TIES AT 12 O.C. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA MGT %s=0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL 111470.7 • , m _J z 0 ` y 4) CONCRETE f'c = 5000 PSI PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS AND 22-10d 5) PILE CAPACITY SHALL BE 50 TONS. DIMENSIONS AND DESIGNS WTH ARCHITECT'S DRAWINGS. 20B 1/2"0 X10" THREADED ROD FLORIDA PRODUCT APPROVAL 111496.3 Ilidlia I ROOF FRAMING PLAN AND TRUSS TYPES ARE' DIAGRAMA7C AND ARE INTENDED TO INDICATE AND 10-10d ' DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. Ill j HTT16 %"0 X16" THREADED ROD FLORIDA PRODUCT APPROVAL 111496.1 j�'. + ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS AND 18-16d ITS A�2 MGT I TTG cxeaiso sr. ' 5 n II ' I APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR O HTT22 /e 0X16" THREADED ROD FLORIDA PRODUCT APPROVAL 111496.1 x°�' BLOG PERMIT 10f11111 ZONE PRESSURES. j a ROOF TRUSS DEAD ALOAp - STANDING SEAM METAL ROOF . . . 10 PSF + " THESE PLANS AND 32-16d 'gip iY HTS30C 10-10dx1 / NAILS AT FLORIDA PRODUCT APPROVAL 110456.27 ' y4^=1'a•. 11111 FF .. _ _ LIVE LOAD . . 20 PSF + f t WIND UPLIFT 14 AND "0x2" SCREWS AT PLAFLOR FLORIDAPRODUCTAPPROVAL ~ %IPPED GALVANIZED vnTHSECTIIxaeuaslliucER 742BARBUDAOESlsurvLomsRORa lLo ��� +Os nausea III STANDARDS NAILS E11A35 UNDER AND AROUND 2"x6" SILL PLATE IRj I I . PER ASCE 7-05 CBSQfi6 ' 1 SPECIAL ORDER HOT z THE MIN"THBESDMO rom'ExESlsnxcsr UDMsuIGN LOADSOlxucLDINGS 1 111 I �, BRACE BOTTOM CHORCf AS INDICATED FOR WND UPLIFT. "SET' EPDXY FLORIDA PRODUCT APPROVAL 111506.4 AND OTHER STRIUM ES TOWITURTANOTHE AND LInra AESOCUTEn Owcxo. II COORDINATE ROOF TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT WIN nMINIMUM EASE AND SPEED OF+so MPH. a. MEOgNmxErvIBAND TOTHECLADDING ANDE8EEx8ELEC+EOPNorxeRUBE U!�tISTOPxER c. SAME SO AS TO AVOID CONBLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, IrwONPOrtLreOINTOTHEOEscrvuyOSlfclFlunwslxucOROuacE mxwLTieG STRUCTURAL ENGINEER STACKS, PIPES. ETC. MOSCEWIWEHIIE WIIHBECTCHBOFIHEMINIMUM UE&W LQ^R FOR GULOMGBPXP JACKSONVILLE�M FLORIDA E � OWES STRUCTURES'MEMIONEo IN MOM (oli n +vv pp n lqxm Ix I I NOTES C _ _ _ HI (") - INCH RY - POWDER ROOM . : _T • At HW HOt WdtER - PdYJD6 MR 1 a MCL HEADER PHARE FOOT r j (I) It IS INTENDED iHd1 THERE DRdWING3 AFf PREPARED FOR &IILDINGB THAT WILL CONFOq'I TO THE (0) OR UPON 9 ARE t0 BEAR THAT FISH, LEVEL WELTACOMPACT NATURAL IL, FREE LG ACCO OR LOOSE MATERIAL, DiRIC111RK 1'El' R TABLE ���, �X 5E4M IMAtE HCP INCH HANDICAPPED R PONDB PER 3091 FLORIDA BUILDING CODE, FEBIDENtIPL. FO UPON ON MO LE 'BOIL THAT ON TH BEER WELL TAMPED AND 18RIM COMPACTED IN d OR /NSU NCE WITH THE L/60 _ Ip INSIDE DIMENSION PLYWOOD INCH SOIL MEETS NOTES" d5 MWE TA THE ORNWINGB. BUILDER IB REM'RSIBLECONC�AENMdSaNRT WITS RAFTEL EATTA�ECOTI�E� 8 BTR WARD INF INFORM � WD PLYLLbOp ALLOWABLE HDR HEADER P01 FINISH DEFLELTICN BLK BLOCK { (3) NE MAXIMUM ALLOWABLE NUMBER W STORIES AW HEIGHT PER LOCAL ZONING OMINAMOM AMC SOIL Y£ETB ALL APIPLICABLE 6TANDAf®9. _ RdFIERS HAVRG ATTACH D TO RATERS THAT THENAN 3/13 WITH NO So BD _ BOMaD _ PER THE ]001 FLORIDA SUALUCRG CODE, RESIDENTIAL, ARE A9 FOLLOWS: (9) CONCRETE MABONRN W ITS SHALL BE M M-16^.0-15 HOLLOW LOAD BEARING RE yyS% 1N&1L IN&1LgtE Rh 'D _ REQUIRED jEYYf t A) MAX NO. W 6TORIEO • (3) TYPE I, GRACE Ill NORMAL 111I WITH A MTWMUM CO MFTE%I IE STRENGTH OF 3000 PSI INIERIR WALLS Nb PARFITIONB B) MAX HEIGHT . 35' FROM GRACE (10) ALL CONCRETE WHILL HAVE THE FOLLOWING MINIMUM COMPRESSIVE: BTRENGAH • 20 PAYS: R(XRS AAD RAbTERED CEILRYta Hell CLS - CEILING NT - INTERIOR 'SLEPT - RECEPTACLE (3) THE EYJILDINfa CONTRACTOR IS RESPONSIBLE FOR COI'1PLIANCE to THE LODE REGARDLE% W lWY A) SLAB LN GRApE-3000 M[ - COLUMN NE Jt - JOINT REB - RESDENTIAL TIMING OR MCG'IPLEM DETAILS OR NOBS. B) FOOTRKas-3900 F51 ALL OTHER StR1CNRAL MEMBERE L/J40 UL - COLUMN JfiTS - JOISTS R'9 - RISERS - . - - $H 5 6H - ROD a SHELF (4) THE BUILDING CONTRACTOR MD HIS SWBC/ONTACT¢dCAORE SHALL COMFORT TO ANT LOCAL ORDINANCE& AND (11) STRUCTURAL STEEL SHAPES PLATE&. ETC_ SHALL CONFORM TO ASRi-Al 24900 PBI. EXTERIOR WALLS WITH RASTER OR STUCCO FINIS! W360 COM COMMIR 'IA 5g1iH __ _ CONE CONCRETE RD SHALL VERIFY ALL PITIENBION6, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF "E"• ]SE0OANI Il COMM CCHMERLIAL L - LAVATORY B MG WITH HIS WORK CR4 - COIR&E LT - LINT 5KT'LT - SKYLIGHT fl liFEa MY DIBCREPANLIEB PRIOR TO PROCEED EXTERIOR WALLS-WIND LOOPS A WITH BRITTLE FINI9HEB L1I40 LL LIVE LOAD BH _ SSHEL'ol (5) THESE DRNWINGB ARE PREPARED FOR DMIW AND STRUCTURAL MRR NCE LN1.Y. THE ELECTRICAL (13) 15! OR FLOOR JOISTS, CEILING& RARER BEAMS AND F£dOERg bHAI.L BE •! OR BETTER SOUTHERN YELLOW PINE, KD 19, 90.5 SIZES. EXIERICR WALL&--WIND LOADS dWItH FLEXIBLE FMISIIES L/DIN Do OR e . DEAD MAX - MAXIMUM ECHANI &TOR - STORMS FLOOR PLAN IB MECHANICAL, TO ONLY 91156E&T HERLOCATIONS NS S STEMS,6 WiL, A AND BE DESIGNED, - DBL DOUBLE To - MECHANICAL Now - STEEL ELECTRICAL, All A THE all RE.a, OND OTHER BUILDING SYSTEMS, IE MIM, ARE 10 BE DEIGNED (19) IF THEN FLOOR TRUSSES ORE USED, THE ENGINEERING AND MEMBER SIZES AND SPACING NOTE: L • SPAN LENGTH, H • BOAR HEIGHT. ON - DOWN MET - METAL &MBP - SUSPENDED $ EWaINEERED AND ORE THE SOLE FESPOMBIBILItT OF OTHERS, ARE THE TINTS RERIpgN9101L1tt OF THE MANUFACTURER A THE DIN LOAD SHALL TH PERMITTED TO BE TAKEN AS N6 EFLE TI COMPONENT HE AN, DUG - PREYING MM - MINIMUM T" (6) NOTED DIMENSIONS idCE PRECEDENCE OVER &LACED DIMEN610N9 4ADOMTI LOADS FOR THE PJRPOBE OF THE PEAS VICE TH ERECTIW LIMITS ANTILF DIM - DIMENOILN MIR - MIRROR T'& - TREADS B. FOR CANTILEVER M CTURAL I MMALL BE TOKENS TRITE THE MOR A THE CANTILEVER MISE - NORTH MISCELLANEOUS (TTP) - TYPICAL (l) SIIBSUFFALE SOIL GLNDITILNs INFORYAIPON HAS NOT AVAILABLE FRIER TO THE PREPARATION OF THESE CRA WI AM. G FLR ALUMINUM BTRICNRAL 1'FfIBERB OR PANELS U%O IN RC6S OR WALLS dMR^G. 'I ELEC - ELECTRIC IONS - TONNSAF a GROOVE UJ THE URFACEOI AND FOOTINGS ARE DESIGNED FORA 3000 LE SOIL BEARRG CAPACITY. CONTRACTOR ADDITIONS GR PATIO COVERS,NOT SUPPORTING EWE LF GLA% OR SANDWICH PANELS EXP - EXTERIOR N - NORTH SHALL VER6Y NMA REPORT LWT DI6C@PMIC) F PRIOR al RI SOIL 6 NS CA30. THE TOTAL LOAD PEFLECTR SMALL NOT EXCEED L /60 FOR SANDWICH PANELS USED IN EXT - EXTERIOR No - NOT TO SCALE VLT `/dULt :z ROOFS OR WALLS OF MINIBOOM ADDITIONS OR PATIO COVEFA, THE TOTAL LOAD PIPLELtIR � - ®ER _ WITH SHALL NOT EXCEED L?[0. ( ) - FOOTS - WITHOUT m �. _. Fi - FIXED GLASS OFNG - OPENING O1.y _-- - -'- FIN - FINISH OA - OVERALL Ia - R - FLOOR Rp - OVERHEAD DOOR n p - -- _ .- n IST - FIRST / - OVER - -. R313.1 HES.WORDS FLUOR - FLUOREBCENA OPt - OPTIONAL a TRMIASHEM LA`ONfL AT DORS. PLRCHEB, BALCONIES, THE F O R OR G ACE I ELOWSHSURFACES LOCATED S MKYE THEN E FTG - FOOTING I w; SECTS TMIM THERE EHN, BE a ROCS WA LOF Two W MWE SMOG 6 16 LO ATED A [THE ERR THAN 3 (lb] M S14 MM THE RNR OR GRADE B OF SHALL HAVE T ARDS NOT LE% FORD - FdINDATIR .. y ill (lA AFPLIANTE ACCESS EITIFF BIDE W A DaW.A LNIDNG 15 NOT IRS IED 1FLR THE EXTERIOR BIDE THAN 36 INCHES (162 Moo) IN HEKMT OPEN BIDER GRACE B WITH q TOTAL RISE 6 HLT THAN 30 INCHES (163 MM) ABOVE AHE FLCLR OR DIS BELOW WALL HAVE WdFOB NOH GYP GTFbA'I W THE pO.'R LE% THEN 34 MLHEB (K4 HH) IN HEIGHT FELMIFED VERTICALLY FROM THE N.^BAG OF THEMOT THE FL0.T1 gB TO WITH THIS SMALLIWRA IME FORGIR, Mb05.1 APPLIANCE ACCESS FOR INSPECYCN %RJICE, REPAIR ARID REPLACEMENT. AMA IFTHIN M I COMPLY WTN IN REO11WMENT BUT SMALL HAVE A RI% NO POSHER AND ERE T E: mWI NW, SURFACBUCLOE 1 WITH AT EGM O SCREENING SHALL 8E 162EQUT ED SYM15Of S - - APPLIANGE8 SHALL BE ACCE%IBLE FOR WSPECTIR SERVILE, REPAIR AND MFXAMMEM WITHOUT MITIONIM PER ANNENt T#aTER THIN PERMITTED IN FECTIW R311bA WITH AWARDS WHERE THE WI DE SE SURFACE Ib LOCATED MORE 14dR 90 INCHES (161 Mn) L CgIBiRITTIR THIRTY INTHEB (162 MM) OF WL-'R�-ING SPACE SHALL BE FRONDED M FRONT OF THE CONTROL BICE TO sERJILE AN TC WION 6 EACH LANAI SMLL Ern EE LEW TWW TE pool KR:/m. ABOVE THE FLOOR R GRADE 0ELp14 APPLIANCE ROCH HEATERS SHALL BE PERIITTE TOM INSTALLED WITH AT LEA6t AN IB-INCH (451 HH)WORKING SPACE. A EVEN LANDING SMALL Hae£ A MINIMA Dm1Btl1W 6 W INCHES S14 MY) M123 GlARD ORWING LMITATICNS PLATFORM SHALL NOT RE REQUIRED FOR FGOM MEAWIEp w T(E DIIffOTIW 6 TRAVEL. REW IREp SHARON, R OPEN SIDES 6 STAIRWAYS, RAISED FLOOR AREAS BALCONIES ANDWALL . h FORCHI B STALL HAVE INTERMEDIATE RAILH OR ORNAMENTAL CLRIRER WHICH PO NOT SECTION NUMBER v Fall TOPS W LOOK ON LAll ALLOW PASSAGE OF A SPHERE 4 INCHED (102117) OR MORE IN DIAMETER I DIRECTION THAT AHE M13AWIL? APPLIANCES M ROOMS. ALL EGgm PCONS SMALL BE READILY CRNABLE FROM THE SIDE R ON W1ICH EXCEPAION& p /•. APPLIANCES INSTALLED IN A COMPARTMENT, ALO011 BASEMENT OR SMILAR SPACE SHALL BE All SED BY AN OPENING OR E s b To W TAPE WITHOUT M OF A NET OR SPECIAL FNOWLEroE OR I. THE TRIANSHoll OFENING9 FORMED BY THE RI%R TREAD AND BOTTOM RAIL OF A WALL SECTION _ !_ SECTION IW TAKEN z DOOR AND AN WOBS181LTED PA SAGEWAT MEASRMG NOT LE% THAN ]4 INGLES (610 No WIDE AND LAMBE IS OGH t0 ALLOY BPLRT. GUARD qi THE OPEN BIDE W A STAIRWAY ARE PERMITTED TO BE LP SUCH A BRE THAT ffHOVAL OF THE LAaiEBT APPLIANCE M THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE 6 NOT LE% T1dV 30 INCHES (762 _ - _ - SPHERE & INCHES (IN HH)CANNOT PASS THROUGH. THESE NUMBER R WHICH THE BEGtIIR I6 DRAWN Ur MM) DEEP WO THE HEIGHT 6 THE APPLIM <, BUT NOT LE% THAN 30 INCHES (162 MH), IR PRESENT AT THE FRONT O¢ SEANCE Rg HANOR4ILB. 3. PREMIUM FOR REQUIRED AWARDS ON THE SIDES OF STAIR TREADS STALL NOF ALLOW SIDE OF THE APPLIANCE WITH THE POOR OPEi'L: HANDRA LB SMALL !E P%V DED W AT LEAST OIE SIDE 6 EACH LWTMWJ.L RN A SPHERE 4 9 19 INCHES (MIT MM) TO FASB THRpYH. I-+ (R TEARS OR FLIGHT WITH FUR OF MORE WKF9 I Jr RMI& IEIAI g0D LIVE LOAD. MI9m5.13 AFPLIAVCEB M AtiIL6. HAGRAIL MEMO MEABwID PERT LALLT FROM THE INOMP PLANE ADJOINRG I MIMIGA CONTAINING S IN ATTICS, REQUIRING, AOOEeR SWILL BE FROVMDED WITH AN OPENING AMC WIC891RUOTFD PABBAGEWAT lE PRAD TCSBG,AR RUSH SURFACE OF RAMIP [LOPS. SW1 M NOT LESS THAN THE MIUMIIM AFCRMLY DISTRIBUTED LIVE LOAD SHALL BE AS PRO /DEP IN TABLE W it'll LARGE ENWGH TO ALLOW AMORAL W THB LARGEST APPLIANCE. THE PAW WEWAY SMALL NOT BE LE% THAN 30 MCIE9 (1621'11) 34 MOIEB ( WHEN MM)AND Ptli nOIM THAN R MUST (m5 MMA W HIGH E EN ]3 INCHES LLONsft MM) WIDE of i`pT MOS THAN 6 FEEL (b29 MM) M LENGTH HEASP® 4IXYa THE CENTERLINE OF THE EXCEMW LLHBI FIATWY� AR WIMP TO ArovIDE TRANSITION BETUEEN 0.KWM. LASS-°.kLTIR LETTER TRANSITION Riots HN6R4LL TO WAY RAIL. OR III AT TE START 6 A STAIR .. TABLE avvu/ Q HAT THE PAWA<EWAT FROM THE ATTIC ACCESS LCB M ro THE APPLIANCE'S SENNOMPANEL. THE PA0.5AGEWAT SHALL HAVE CONTINUOUS THE HANDRAIL HEIGHT AT TIE FmING SHALL BE FEWITTED TO EXCEED THE MAXIMUM 'MINIMUM UNIFOWLY DISTRIBUTED LIVE LOADOJ /•.p�//��QQ •�/•• M1Q �� DIRECTO ON TAIMN SOLID ROARING NOT I£% THAN 34 INCHES `610 MH) WIDE, A LEVEL %RICE SPACE NOT LE% THAN W INCHES (162 MH) DEEP AND TW(Rlpt HEIGHT. CROSS SECTIO VMS SECTION IIB TAKEN 30 INCHES (162 MM) WIDE SHALL BE PRESENT AT THE FROM OR Sake) ! BIDE CP THE APPLIANCE. THE CLEAR ACCESS OPENING p11561 CONTINUITY, (IN POUNDS PER SQUA FOOT) DIMENSIONS BHNl BE A MINTI OF 20 INCHES By 30 INCHES (WIND MM BY 16214E WHERE SUCH DIMENSIONS AM LAME WCAGH HMERA Le FAR STAIRWAYS SHAWL WE NTINIKMb FOR TME WLL LENGTH OF THE - - - SHEET NILMBER R WHICH TO ALLOY REMOVAL OF THE LAMENT AFPLIAICE, RIWL FWM A FOIA D RLRY Also THE TW&LANG EOM£ 6 THE RGHT TO A PoMi UAE LIVE LOAD THE 6ECITIR is DRAWN ''• EXCEPTION. THE PAeeK£WAT Al LEVEL SERVICE SPACE ARE NOT IEOIMffD WHERE THE APPLIANCE IS CAPABLE OF &EMG p1IECTLT ApOr£ LOWEST NcertG NOW OF THIN Vol HANDRAIL ENDS dMLL BE ATTICS WIT/ OT B ]0 _ 0 SERVICED AND Removal THROUGH THE MA WIRED OPENING, ETURED O3 SMALL TEAMMATE N NEWEL POSTS OR S MER TEWMA S, ATTICS WITHpIr BTGRYaE B J0 Q H NC RAILS ADJACENT TO A WALL &IAM HAVE A. SPACE 6 NOT LEm THAN Ib MCH WE 40 "e 9B Two NETWELN TIME HALL Al THE HAmRAWAS EH CIPEPTIW& 4W KN MI305.13.1 ELECTRICAL FE QIIREMEMB HANDRAILS SHALL M PERMITTED TO BE MTERl1FTED BY A IELLEL POST AT H _ ?9ed LIGHTING FIXTURE WITH MCEPl WT.ET. CONTROLLED BT A PIYITR LCLATED AT THE PA%AGEWAY OFENIKa. SHALL BE THE lull aND AT TH! TOP 6THE 0.1oM. LL II50 s $PR7VIDED BO A8T0 LIGHT THE PA%NaEWMT AHD BERVICB AREA APm METALLED M T THE F ANTE WITH CHAPTER 33 6 THIS TE MIRE 6 a VOLUTE.TIIB:OTT, BTaRtMG EMMG OR BTARTRG 1EI1EL &MALL LE GARYSEB A 5Q A DETAIL WW 1EFR CNDE. M KLO)ED OVER TR LOWEST TRAP. THAN SLEEPING ROOMS AD _PGO'MB _ _ DETAILS \ _ SWEET NUMBER R LLHILLI Rf115B9 HADRAL CRR SM &TAI l 40C V \T A I. TYPE HA ORA1L8 WIN CIROWAR CIRCUS KCI Ou SMALL "VE AN CLOWDE THE DET LIS DRAWN m z HI34WD.133 AIR HAVOLRG W IM. DIASTER O T LEAST A. "CoOR mm)AND NOT GREATER THAN T INCHES (51 Role nnn I-y AIR-Hd ARONS AIA& SHALL BE ALLOWED IN A1TIC5 F THE FOLLOWING CONDITIONS ARE HET THE HANOWIL B NOT CIRCULAR T SHALL HAV! A MROWER DIPU N91W 6 AT FOR HI: I POLAND FRA AQJAIK FOOT . 09419 ALM 2 , 1 SQUARE INCH 645 MM ] , 1. THE SERVICE PANEL OF THE ECOUFFe t IR LOCATED WITHIN 6 FEET 110l TIM) 6 AN ATTIC ACCESS LEAST d• INCHES (Ipi m)AND NT la1EaTER TWN 6'4 MCIER 1169 mJ WH41 A I PONJp . ARDS N. a G L 3. A DEVICE IB METALLED t0 ALERT THIN OWNER OR SHUT THE Alt DCA WHEN THE COMPENSATION DRAIN Ie NOT WIGRCING MAXIMUM CRISIS SlL11W 6 po- IN 6 2Vi INCHES So mo A ELEVdTEp GARAGE FLOORS SHALL BE CAPABLE OF SAFPORPRG A 2920-POMP LOAD ELEVATION THAT THE 8 PROP MY, ]. T'P£ IL HA`6RA1L0 WHH d P£RREIER GrE4fER THAN 6b WoRS (160 W SHALL APPLIED OVER A 20-&.'SSPE-MOH AREA ELEVATION 6 TAKEN ' 3. THE ATTIC ACRE% OPFHING IS 6 SUFFICIENT SIZE TO REPLACE THE AIR HANDLER FROVIC£ A GRASPABLE BAKER MOSSO ATEA ON WON! IDES 6 FRYILE. THE FNMR B NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS M 12 WITS. ELEVAEION NUMBER 4 A NOTICE IB POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IB LOCATE) Fact" SIAL Y NUNN A DISTMDE OF Y' INCH R mJ 1MEm1nED VLAICALLyR C. MDIVI WX STAIR TREADS STALL BE DESIGNED FOR THE AIFOWILT p18iRldUTID Wool IN THE ATTIC. SAID NOTICE BALL BE M ALL CAPITALS, M IS POINT TYPE, WITH THE TITLE AND FIRST PARAGRAFM IN BOLD: RICH THE TALLENT FnCRNW 6 THE PROFILE AND ACH EVE A DEPTH 6 AT LEAIT LOAD OR A 30ID-POND CONCENTRATED LOAD ACTING OVER AN AREA OF d NQAM ELE VAT IONSx NON (B mm) WINN I MOH (R IM-OW LCW TE WUIEST PORTW 6PRO PLS.PRLE Noll WHRP' IEVBR AOPUCEO THE GREATER STRESSES. SHEET NUMBER R WHICH IMANOWNED DEPTH W ALL COMMIE FOR AT LEA01 ML' Now (b me TO A LEVEL THAT s D. A SINGLE NNLENtRAAED LOAD APPLIED IN ANY DIRECTION AT ANT POINT ALONG, THE I� THE ELEVAETION IB DRAWN Not TO HOMEOWNER A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER IS LOCATED IN THE ATTIC FOR PROFFER EFFICIENT, AND ECONOMIC MAY LESS THIN R" NCIES(46 m)SEWOW THE TALENT PORTION W THE F OFILE.THE 111411.11 WON 6 THE HANDRAIL ABINS THE k1:ESB WALL DE Ib" INCHES (3] mm MOP OPERATION 6 THE AIR CCNDITRMG BYBleal YM MIST ENSLRE THAT MWLAR MAINTENANCE IB FETEtaM P, YOUR AIR TO A RN(MAI OF 2V" NOES Ill EOM£& SVY1 HOVE A MINIMUM RADIUS W 0nl E. BEE SECTOR R5m3].I FOR PEONS ATTACHED TO EXTERIOR WALL&. UTJpITIONIIG BTBIEM b EQUIPPED WITH OW OR to OF THE NOW-Coll rel m). Vt' MM F.WARP Ill COMPONENTS (ALL THOSE EXCEPT THE HANDRAIU, BALUSTEFE AND PANEL I) A ) THAT WILL ALERT YOU OIDEN WHEN THE OSATION DRAIN IB N9! WYTECIBG PROPERLY OR OPTIONAL HANDRAIL SECTIONS FILLERE SHALL BE DEBIGNEp TO WITHSTAND d HHORIZRIALLT APPLIED HO LOAD 6 ENCS 50 UN PODS ON AN ATEA EQUAL TO I SQUARE Fell THUS LOAD NEED NM=AA A%JMEO TO ACT OONOUfdENRY WITH ANT OTHER LIVE LOAD REWIPRMENT CONTROLLED HEIGHT TOP OF SLAB 0'-0" ]) A DEVILS THAT WILL &HUT THE SYSTEM DOWN WHEN THE COMPENSATION DRAIN IS NOT LbRCRG. TO LIMIT FOTFNTAL DAMAGE TO YOUR HOME. AND TO AV01P DI9 IM OF SERVICE, It IS RECOMMENDED THAT YOU SHIERS PROPER W ORCINS OWER 6 THESE ® - y r DENCEB BEFORE EACH BEAYN 6 MI OPERATION IVT• MM M13M.L4I CLEARANCES FROM GRACE. BDESIGNMECHANICAL EWINET . LED 10 Cc'6 AND SUPPORTS B THAT ARE EXFV%O TO WIND SHALL EQUIPMENT AND, APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL MINIMUM 31MM"-INCH (09 YM) CONLREM - - - BE DEBONED AMCD RMINCILEN TO RESIST THE WIND HE FLORID B nE EQJIPHENT Mm THE - - - -- - ` BLAB OR OTHER APPROVED MATERIAL E elsol G A MINIMNM 6 2 INCHES (51 MM) ABOVE ADJOINING FINISHED GRADE. SUSPENDED -.- -- - -. _ TkS MATB AS DETERMREp IN Ay Call BY THE FLORIDA BUILDING CODE dllLplKv EQUIPMENT AND ARO NCE& SHALL BE INSTALLED A MINIMUM W 6 INCHES (152 el ABOVE ADJOINING GRADE TO PROVIDE I - THIS MAT BE ACClA'R4191Ep By DEBIT OR BY APPLICATION OF SECTION M3013W Duval Gounty Wind Speed Lines SUPPORT AND PROMOTION FROM NNtACT WITH WIL OR WATER FMffI7M ;r 02B FIRETBW/RED. HI OFLSI GROAD-MQJNTED AIM l EXCEPTION: ON CHANC£OUS, R NEW INSTALLATIONS OF EXISTING WILIPlool WHERE EW IPMENT I6 REPLACED THAT HAS A SUPPORT ELOF ALL COCEALED CRAFT OPENING& 11 RgANDMOMTEp AIT& FOR GROUP R3 RENDEN IAL AP PLICATIONS MAY BE ANCHORED PLATFORM AP'FOVED AGER A FREVIOJB CODE THll A AN EFFECTIVE FIRE . FTM R WITH 94 SCRES WITH IDES6,651WEIRIPLEM WAM 12 IN ACCORDING t0 AHE SCREWFOLLOWNIC'AD BETWEEN ATOP &TORT AND THE HE F SPACE. FIREBLOCKING 1 FRE OF WITH BIDER LE% THAN V INCLffB 1305 HH), ONE WREN SHALL BE U%D AT CEALEDS M WOOD-FRAME CCNPTRtIR TI THE FOLLOWING HARREDNb. EACH BIDE IT THE Wi I I. M LAND A RA STOLES N, BT1D 6 O AMCNPARTITIONS, MNG N, FOL WRffD ], FOR UNITS BETL9iEN I] AND 24 MLHER (995 AND 610 MM), TWO SCREWS SMALL BE LLGEp Y MI905.IA3 ELECTRIC4 REWICEMENTS. SPACER AND PARALLEL CELL OF RTIID3 O LE'llERED STUDS, AN, FOLLOWS: 3, BIDE. E Y INS AND A ,RECEPTACLE OUTLET 6. A A WILL BE FIXTURE E D AT OR NEA THE Wool LOCATED ST THE REWIRED PA%AGEHA. OPEN 12 VERTICALLY At THE TERIA ANp RIX]R LEVEL 3. FOR WT8 BBWEEN 2d AWD 36 INGLES (6b ANO 9H4 MM), THREE AOREW9 SH LL BE SHALL PRWIpED Al R NEAR THE APILIANLE LOCATION M ACfOAANOE WITH CHAPTER 33 OF THIS UDE. U. T ALL ERC NN INTERVALS No ECONCEAL D FEET (3040 MMA USED PER BIDE, S 2. AT ALL MtSI OCCUR LTI WS BETWEEN CONCEALED VERTICAL AND HORI30NAAL 4 FOR HITS GREATER ATEA THAN 36 CE WI OR N, TONS 1301 HH AND 10 pU), ANCHORAGE SPACES S1CH A9 OCCUR CE , BETWEEN DROP CEILINGS AND LOVE TOP AMMD SHALL BE pE51C3ED IN ACCORDANCE WITH MOTION MI90t3. PN6I CMI/ YEId LUBE 3. IN .UNLEASED SPACES BENE EN BTA'¢ BALL COM AT THE TOP ANN BOTTOM 6 nn THE WM ENGLOBED ROUGES APER STAIRS SHALL COMPLY WITH SECTION 831133 . PoolCORROSIONSLD) PROTECTION. ROUS MET LOCATED WITHIN SST EL O FEET WITH H M1HM) OF THE orrel O-^.SY ufl.i Y••S L� 4. At OFPRONE PRATED vETo I MIST AMC REEDUCTSPAT CEILING AMC RNR LEVEL, of SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL NC SEEL WITH STAINLESS G 90 AMAIN 1aaeBe WITH AN TS OF COMBUSTION. TO RESIST THE FREE PA%baE 6 FLAME Al HOTDIP GALVANIZED DATING FOR EQUIPMENT STENOS AND ANCMOR3 A`m BtAINLE% STEEL Pyp R` n No FOR OF COIBLOCKN 6 CHIMNEYS AND FIRM 6, BEE SECTION Wool . 2. ST HOODS 19 R DRnMarW 6 FAR THE C<N3 OF KING 2. M ENDE . Two OR UR STAINLESS S EE PAV LLES NGS RE VENC Jodw-ST 1 �M til L A% milwo SPACE PROVIDED. J t TO ALL MECHANICAL LOIMPONEMO LOCATED M OR 6. FIREWELLIM NG T CORNICES 6 A TIKr-FAMILY DWELLING IB REQUIRED At THE RECOMMENDED NIT R FOUR SRWTILo % STEEL CABLES ARE RECOMMENDED, DEPENDED R ACEN AN 9G D TO li SEPARATION, MTI HEAVY BiRAPo C BE REU,E /DED A® 6 CLING A SFP RA T ATI T ADDITIONAL HE T STALL BE FROV LME OW£ el W CONDITIONS, AL EFN VEL . , SUFFICIENT SPACE DESIGN MD ONp ME TION FR (V CONSTRUCTION AI ISTWPIItIR SYSTEM t0 A&M1FE AIDS ACCESS + 000 FORMING A PARI 6 THE R p AMC SEALING M ACCORDANCE WITH THE R{Q.IIREHENTB 6 SECTION MI6013 6 THUS LODE. (]) MAF£CTIR THE NUTMEG AND URB. AMC (3) CLEANING AND MAMtENANOE. A MINIMUM OF 4 INCIES 7103 HM) IB CONSPIRED SUFFICIENT STALE W00LI6 CES ET BETWEEN OWICKRG AROUND) AIR HANDLING ATS. ALL STAGER SS SIAL CHI P[ AND FL LOW AND LEILIIYB THROUGH LLHICH CLEARANCE REIFLFIT R REPLACEMENT WIM NOT PARI 6 A RENOVATOR ARE EXEMPT FROM THE MMIMJM WCU ETR PASS ooll BE FILE. THE ) WTN NONLLI'IBISCES BETWEEN -- _ - 6I - LLEdftANLE REWIREMENt AND) WO T JOISTS, M RALE. THE FIREBV LL M OF SPACES BENEEN CHMREY9 ADDITIONAL NOTES; f 71 . M @m WOOL JOIBM, RENINS ED HN STRI SHALL BE TO A DEPTH CFI MCH (AC MM) AND SHALL ONLY BE PLACED R STWAT Oc AAMC TH METAL LATH LAID ACROSS (I) THERE PLANSARDS ST DESIGNED TO BE IN COMPLIANCE WITH THE - - -- - THE SPACER BETWEEN OOFIB.IOTIBLE MATERIAL AMC THE RIHNET. NO COLE, RESIDENTIAL, ENTAL,SECTION IN THE 2001 ARIDA BU Ca + CODS REBIDENTIgL,%LTION 8301 R AN ENGINEEiffD DESMON _ PER R301.19 l�• : I -- AW Rc A�� m Q D THE BUILDING IB LOCATED IN THE WINO WR DEB c RIS IgGIR INDEX Vr DINGS THE DESIGN SHALL INCORPORATE IMPACT GLA%. ENGINEERED 91WTTERS, R LABELED, SITE STORED, R1LOOD WUTMRS (Al) COVER SHEET WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE- (A2) ARCHITECTURAL SITE PLANA (3) THE `IAM WIND FORTE RESISTING SYSTEMS AME DESIGNED I (A3) ARCHITECTURAL FITE PLOW-8 TO WITHSTAND THE WIND LOADS A%OCIdtEp WITH A MINIMUM Q I ff{ (A4) SOUTH ELEVATIONS M (A5) WEST, COURTYARD WEST, OOURTTeARD EAS` _- _ BASIC WIND SPEED 6 N0 To (3 SECOND GUST) AND EAST ELEVATIONS p �a � A� 4) THE WIND IMPRTMICE FACTOR SHALL BE (U A9 PER THE IT (A6) NORTH ELEVATION AND CROSS OELTIONAA ARCH ITECTURAL DRAWINGS AREA TPL.raESULATI VIV > � --- - FLORIDA BUILDING CODE, BUILDING TAB LE MRA R (Al) CRO&T SECTION B-B, MNL ELEv G, AND ELEV. DETAILS --- BALCONY NO 149 (5) THE LE 1-1, G cgTEGORT SHALL BE (IH AS PER ASCE 1-mG, y { �- ;•1 (AIN) FIRST FLOOR PLAN BALACCAMY MO. 5 21 BALCONY NO. 4 III TABLE -I. 6 6 (A9) SECOND FLOOR PLAN ANT, C(3NC. I PAVER DECK - 484 (6) THE BALDING WALL HAVE d WIND EXPOSURE CATEGORY P'c.••G'rr•`""".imy%""eunmm'p.a VF { (AIS) THIRD FLOOR PLAN 'LANE HOUSE gOUTH ENTRY 6g AS PETERMMED BY THE ENGINEERS FIELD NIFITY OF AHE PROPERTYtt, :�.vm•.e"-ia.=r w"1I,.IIq..,i.,eN'wA. Q (411) FWNDATION TEMPLATE Isl FLOOR HEATED 615 (1) THE BUILDING SHALL HAVE AR INTEWNAL FRE %WE COEFFICIENT �'Jy:'_.�ii. Pool ���"'VIR.in�NniaM � � Q lAl3) ROOF PLAN 3rd FLOOR HEALED 2Bg M ACCORDANCE WITH THE FLORIDA &WILDING CO)E RESIDENTIAL, -b _ - FRA WLLY ENCLOSED" BUILD/a. N (AI3) FLASHING DERAILS 3rd FLOOR HEALED 1069 Fly iI- (A14) STUCCO DETAILS GARAGE dPdRTIENt (B) THE COIPWETTB AND CLAPPING, HAVE BEEN SELECTED, y"'^ � `ms1�, •^u.Ial•-+K i�wl�'I'^La`m tCol HEATED 4109 m CTII N DETAILS T EWITHT DESIGN AND 9 (Al CONSiTdI D AND THEIR U% INORPR4 ED d�� rpt,W�mmorf P.0 (AIS) CONSTRUCTION DETAILS 3Rd FLOOR HEATED 9l3 _ _ (All) FIRST FLOOR ELECTRICAL PLN/ ENTRY I3 11110 CAR GARAGE 912 BFELIDA INJU S M CODE, MICE WITH ?ABLE 83913(2) OF THE " w �A . (AIB) SECOND BOOR ELECTRICAL PLAN LANAI 353 OPEN DECK 160 FLORIDA B'11L)ING CODE, REBIDEUTIAI. APPLY TME +mrwn I rl��.yy�aPTA • F�+we+ °" '""'mmib"Yri. °i RE- Q J IL lo QJE CAR GARAGE 303 AFPROPEATE HEIGHT AND EXPPJURE COEFFICIENT FROM IFmUw:•L.wool ab . W� M. (AIS) THIRD FLOOR ELECTRICAL PLAN BALCONY NO. I 01 tOtAL COVERED /BOG TABLE W0U(3). ..Rn,. m Z - STRUCTURAL DRAWINGS BALCONY NO. 2 26 (9) GARW E DOORS ARE TO MEET DE61ON PRESSURES BASED ON colom 0 Z - --- ANY ED ALL ENGINEERING DRAW.NSS TAKE BALCONY NO. 3 - -- &0 TE R011 BUILDING CODE AND (ASCE 1 ah)EM'OSIfE CATAURi. - TABLE RS®I�UZ `4 rs1, &z, s9, 84: PLANS BY OTHERS -. -- - -____- IOTA. wM,EReoeD � WIND- 8 MOTION FABTENRMIG BCFEDULE Rlann�9ra�a"Mem aA.,�R Q PRECEDENCE OVER ARCHITECTURAL DRAWINGS. TOTAL WVEIED 6642 ENTRE 8tR1L111RE 1103 mm a :cable PF- - - L - - - - -- (10) %E STRUCTURAL ENGINEERING SHEETS FOR DESMON OOHRIdNCE - DE� Zann OSPTb^a PP F ISI �BWerfTwe 'ON OF OPEN ihm IN TME WND FOR B1^. BAN Thd, s, ^ 1111It'dM Q O FABIEISR 1TFE PEEL SPAN ] FOOT< 4 fN1G 6 FNt<- ' bor vl a nti LLJ v J �53 P. PANEL MhN PEEL RPfW PEEL BP/W s p I M P cee 1 I'Ii�^/yIII BUILDING SHALL BE DESIGNED AS FULLY ENCLO%D WITH THE U% OF EITHER "OPTION 5 4 FNT 5 01YJOi 5 B FLATI'll! do 11 t - II t 1 A I I A 5 IIMPACCIT RESISTANT WINDOIB AND DOORS, CERTIFIED TO MEET EITHERSEMiAMMII-��D R WYNp It arA e DADS WREN DATED e p c%cPa off ,a R THE STANDARDS ESTWWISED M SECTION Nl 6 THE FLORIDA BUILDING ANLHCR WITH ]- b Ib W 0 y�� /� Ap CODEC RBSWMNTAL. EMBEDMENT LENGrHr3 _ .en xr �- �N Nr KBOXIl /LA� � Ofi 31 UNIT ONE ROWOOD % FILE 0111Y BL1EW BASED ' ! G OETK® BM'r AlCWOHNINT 3-INc Ib r P'. NNTfTER SPECIFICATIONBT EFEEO'IENA LESGTLy -. 1 � 1 E5FACH AVENUE - OPTION A 11 LAG - D Sell Noll OTRUCTURAL PANELS WITH A MMMUH T O MEBe OF To (MLI mm) AND A MAXMLM SCREW BASED _ } f'� ATLANTIC /�\ //�\ (/� /j�\ I/� Awl OF S FEET SHAL NN ALL NES,/RED L BE PRRE WALL�O THAT FHEY M ONE- ANCHOR WITu z- B D R A nAXI Ib 16 m .I�DDITIQ•IAL NDT�S N O �� T't YEN I !� A]� 4� qNp fl1W-RiCRT BUILDINGS. PANELS, SHALL RE PRECUT W THAT THEY SHALL BE E'BEIJMENt LEH'a1W3� _ I) DARDS ARE ESTABLISHED INTO TI 11620-33 NCE WITH THE Wer �4 = -O _ gTTAUHED TO THE FIRM S1W¢PNDING THE OPENING LONTAINIIG THE FTRDGICT 01: INCH 25A mm, FOOL • 305 mm STANDARDS EeTABLISNCp IN SECTION 638-99901 ;S3 r WITH ONE GLAZE) OPENINGS. PA`ELH SHALL BE FRE)RILLED Ae REQUIRED FR THE I. iHiB TABLE IS MIl'1 WIND SPEED 6 H0 HFH (63 mb) FLORIDA ADMIMISTRATI VE CODE. }��/ //� pr/ 'yNCHpRX" METHOD, I RI NIS T ROOF H51GHt 6 45 FEET (13 116 mo R LE%. 2) THE MAN WIND FORCE PEWSTNG SYSTEMS ARE DESIRED 4Tb3 {� W V!-� O UNFLORIDA PERMLWENTO gi¢03NR RESISTANT ATT WHY HA WE WIAH ANLHOPB P1:RM/WENTLY INSTALLED R THE BUILDING SHALL BE FlmVIDED AND DESIGNED t0 ]. FASTENERS SHALL BE INSTALLED At OPPOSING ENDS 6 THE wooD IN ACCORDANCE WITH SECTION 6, ANSI/All 1-03 RE9Ed THE UHPONENM NG CLAPPING LOADS DEIEWMINI IN ACCO�ANCE WITH SlR1CT1RAL PEEL "MININMUH DESIGN LOAOe FOR BUILDINGS AND OTHER / THE FREOv SIIONB 6 THE FLORIDA WILOMG CODE, BUIL)MCv AT�ACHMIENT IN 3. 111 WREUB ARB ATTACHED TO MASONRY R ryAYMRT9TUCCO, THEY STRUCTURES- TO WINSYANP THE WIND LOADS A%OLIAIED ACCOFRDANCE WITH TABLE R3013.13 WITH PERMANENT CO ON RESSTANT SHALL BE HITACHERp WBMG NBRATIW-pESISidNt AN M ORS, HAVING A WITH A MINIMUM BASIC WIND SPEED OF 120 HFH. i . ATTAG'HHENT HARDWARE F%YVIDED AND ANCHORS FERdMNNENTLY INSTALLED R THE MINIMUM WITHDRAWAL CAFFACITT OF 1$00 LB (6613 FN2COMPONENTS All CLADDING HAVE BEEN SELECTED � S' 8111LG NG I6 FERMITIED FOR BUILDINGS WITH q MEAN ROLE To 6 45 FEET (10 05B - MINIMUM DESSE INCORPORATED INTO THE DESMON AND mm) OF Los" WHERE WIND SPEEDS PC HOT EXCEED Ib HILEB PER HOUR (%m/eA OPTION B SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE THE THEIR dFFROVED BHUI a CERTIFIED TO HEEL EITHER MIAF I-DADE OR 3)AND THEIR L IGS LOAD& FOR BUILDINGS AMC OTHER FRC. IMPACT MAll SHUTTERS MAY BE ROLL DOWN, PdNEL, STRUCTURES" MENTIONED IN NOTE 2. ON A ACCORDION OR VED Owl APPROPll TYPE )f.•1111 } 6 t � 1 b 9 It «II T _ 9 j y y p.EP. lb tWTAII b I rf LOT CONI » GoM A P 0 S U R V E Y ' AREA, LOT • II S.P. 'yl y9 ya TOTAL RugE COVEMA4E (IMf£RVIIX5J . 90835.F. �� 1e1 tit lf9 1O w HOlR RL OODEP (I (IMPERVIOUS) S) g52F. 888 a 111Ye CC[Y N y LOT 31 , NORTH ATLANTIC BE=ACH — UNIT No. 1 — R— C— B— S CORPORATION, AS RECORDED IN A IxPER� SSP. p g m Aro ^SUPPORT (IH£RVlanl - W5 5.F. PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, 6�°�', �DoOl5hF` EXCEPTING THEREFROM ANY LANDS LYING EASTERLY OF THE EROSION CONTROL LINE FOR DUVAL $O Hp RYO F6RADeW ERHDOPDECI ¢ v /UID SUPPORT nMPERVlp . D'T S.F. COUNTY AS RECORDED W PLAT BOOK 35, PAGES 58, 59A & 59B OF SAID PUBLIC RECORDS. H �1OUSof�SEE. z Ixt PLR', GAM. OLEANSIDE DELI (PH1VIpS) • 330 5P. GRIV6'NY PAVERS 0/ GONG (IM . f£iVIC)i . 351 SUP, LOT ,-5.-$ A . GOndiT'F RIVE FRAM'_ ORIV6dAY a PANKIL4, lot AND SPECIALTY o- rwo STORY POG- pFSK (IMPERVIOUS) . See S.F. SO P. ON OLEANTIEP LOXL l AS II10U5) . 3M 5r. MASONRY Y: DtTpM6.M' GONG. ST`5 (50% RVIGVS) . AS III FRAME Qrl � 1R�9 ��� 9TLTPIk'S STORES dMPERVIWS)� 1 . 1615.E. 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AN INTO THE DTION O= DYY+ M'J• e 5 N M ullSl�TIGVDS IN AEl ATH SELTION 6 OF THE "MINIMIM oE51EN LOAD FOR TE 2. 65 Alm OTHER N NOTE 1. - - s or d$. 4 "1{+a 4FN - XP ;r X23 X3 v�= cDPVM creaser ron p7 ,d ��' tY 'yYY_ aIt 2 2'01 W TRIM 12-14 fill vElm, 2 7 fit l';' x , TL 13 `' er�M. :S°PE^ ^ P ' - ------ - -- -- - -- -- - -- -- - -- � '� ' H } SNALL Nor Au.Dw weTOM PrPON ola wRAlLxra� MPJ ___ - - - - L U l LLJIis L U J 1 J ® ® ® ® D SPEOTIB ewcXels a ! d IMEOI®ATE MILS Hill �f PASA�E OF A A- u L W 5TKG0 VEIHR ® III uJL � I i III � � � � 92 91@1 M O 'a Di mrJ OI, MORE 11 J- 7 I I I m. 7 II _ . I - �� 1 1111111 LII UJ I1 llJL • TOrewe L . - - � LL J l I I I Ii BIQ' e , I,4' W°. M U � � - - u ° 1i�w J �_L ill 111 - 1i u11u 4 r Lel y LI 111 UJ LIUI II � L'� 1 I . -la L _L lIl _ 1111 l �� 3rooTH doINS a 7i -N J IIJ JLLIa _ J I L uu J. IL _ 1 III II II } � I <) 1 La • I . B FF} 1 12 -1j ----- - - - -------- } { roi e' Trull I--I } m ,1+ = 5 g L 11 � .' 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GAME ROOM � m A ^l R AMI _ �MANID .� .� TWD GAR LQ Y GARAGE " P ,R'c�' ul P : NANDR9.IL rDP of lwll xwse sue` - cANr DRr.°e b nsa Mw � I r Mb xoDP (}a / nw w.w lNrE•RATED AVERAGE _______ ---- - ____ ---- ----- ____ ___ ---_ --__ - ___ —___ ra.�>•rv�mrrA�6,�metolox- /bH/BV MRLE FRIEN I LIgrtI115 IFIXRREe. 51g ALW SIEEIB An Are. AND All m' S E G TIO N A - I4A' NAw rDP OF 6AFA6E 'S✓TB - - / /,', "%, ADDITIONAL_ N2=1 A yah i; cny AV, he Beach 1) TIESE Apl ARE D J 5 D IN TD 2E IN LCFF•LIANLS w1T1 THE rlemm�p .� ze""s Capital STANDARDS ESTASLIYNED 1N secnoN a�sscor /4" '-O'• E pF w°lccep lege ` ^Beach FW a ADMINISTR RVIN TINT TF1° •P�iO a e.r c e 11 THE MAw KIND FDRG£ RE+ISnNe sY9TEM9 A� oESIEN® d¢ux�loVmc ap au e'^a°°a _mm' °°"m°N wALeIBOVal BKITH hill 6. ANSVASLE To] 4183 pl pennX1 L[mp aex "MININMUM DESIGN 46A05 FOR BUILDINGS AND 071 07 at artH late ppelLe B M p BeG mFtt epp-cella STRULTIRES" TO WITW+tAND THE Wltm LOAo3 A99COlAT® Y} l ve llN M - Mihe LXY pmor qu 5) 'ME LOMFONENTS AND LLADDINe HAVE BEEN 5F1EGTm $ :13p IBOmieecFBBN 4 nB OfI'dtl PNm�°6'° yyYnm WITH A MINIMJM BAS11G WIND SPE® OF 130 M11. sal. y ByWlnp Pe�mLL ' SPELIRLATIONS IN MLCOROANLE WITH 5C-LTION 6 6 TXE AND THEIR USE INLOIRPORAT® INTO TIE PMVIN AND DM91b; M c h naemveX N "MINIMJM DESIGN LoIWS FOR BJILDIN65 AND OTHER ME vale. d�� I -. STWLTIRG5" NnokED IN el 2, J z �1 GH�P�YPOly 9$yTIS pRYbOD - � �,� �� if • . _ �� � � €� ,fit 12 12 «soea S 4 V p "6 Y p � J e 7j+ irjg 4 1 1rIin _ BRACKET BRACKET p ❑ a • /-� UTaas,wE S®waS.Aw aucaxles ocEw scelAIINI) uccxY f VLt ro I+tMioAv 9lle Ar slm vttf coranaW Na+-+ap 6lwxz Z NLI TO A, 4 ML. UN IP. ATTIO N 6 44411 OMN 4M. g t - ---- ate / j . . /, /;; /// //i/ / % @AIMI .� >, P 4 B _ 4 a 44 o Ll nn n IN 01 12 � 4 HEN 1 � ' r in �• i' s'rt• — rr-1;'1 ] . j . o 101 1/ ce1L �I �Ii / i I i I wrm6w / RAIUNe l BR4GKEfi BRACKET i�f ��� r I ❑ ❑ ❑ ❑ I t fn ------------ i j o , ' RIcv�r. ROOP 1 � i 1 — ----------- � ABWE W6YA6� rvBee orcc dig Q ❑ ❑ = a = r . + R 9b IL. 9' CLIL. 'O' LEL 4 6 If 1 )FmBEAM rr — — D --_--- ' _ T�OPAMwAIN_HGMC SLAG «` – ----- 0 6 nw Mw MRBRA!® Ava+Pse ____ ____ ____ ____ ____ --- ____ ____ ____ ` ____STRIYNAL 12.®e w� R G R 0 5 S S E G T 1 0 N E3 m BKPG CEyfiy FAUX J015T TAIL 2aJOISTS� U ae�AwWCAm� Rp]ro v �,,n �AMn+S v � 4 iy. .471. W a SAF€ 47AI f I kY'+ Al SrIKGO APR.IGATIONS 911A4 cpMF T WTI 11£ RELOM MTIONS pF r1E 6 PLRTLM9 aAWNT ASSP'.IATIO),y = SrAIDA lm - CM 6 ft, U]a, A].]], LV]4J, OIGN}?J, 61S , Gyp TE Fµ K" �. I) OIAM'JIm ME_'N LArN WTH BpAOE p FELT 9HPLL bJ@U_AP A MMIMM pF 3 INGfE4. LATH SHPLL EE ATTALIED � i.��. OV@t 91EATIIHa WITI FA9TeNgiS TIAT PB&rRAIE YYbD FRMIItIS WJT LE59 THAN IINGH Mb SPAG® N'JT MGRE iHWI t INUES pN CENtER. 1 y LATX 9XALL !pT � cONTHNpg Tpq,GH CGMppL .bINrS. FLHl5E9 6R PGGE59pR16 AIID 5H/J1 ff SEGLREp TO Tff FK.E OF THE PLA5TER eA:£ OF N5r FARE TIµ t INLH INM1TC/ALS. RLT TO R INSTALL® ®IINp ALL GGMP0. .gIMS. ' 9) E%TEIYIAL GGWBe REIIFORf6�EFENT SHALL � INSTALL® TO REUEOROE PLL EXr9YNL CQOffRS. WffRE Ib E%IHLWL LORICii EEPD IS pw: usEp, uTx sNALL eE FLRR®j our AFD CARR® ARCJND GORlEl9 rot Less THM orE PRAf1111S B.PPaRr oN FRANE CONSTMXTION. 4) THAT IW SHALL EE I^IgTMl® IN W4L9 TO APMLI /.TE 12 NOT INF, TWN 144 ANWM. - S Tp pE . THt!E ISTAN 9 NLFE TUT ILO ^.. Wl SO PpR NOT IYRIZONrµ APPLK.ATIONS, IE. ION. AT 6RVtl A ANS L nD ST6l'NRE4, TIE AJ. T . .G AT THE 11.1 O A'1146, 91gµy NpT E%O® 10 FEET IN EITER pIREGTON. AT A MINIFUM, A cLNIROL .YIIM 9WLLL � INS THAM AT AT eELLl14 FRMIINS, W�.1 F4RRIN3 cMNK6 pIREGTlp1, A!p WfME EXPA`bILN Alm cOHiROL .1tIM9 OCONe IN M %ASTUIC 1] I] (IE AT TE 6AEE OF AN EXIEIRIM w AN Fm IT11c SLAB ANp AT bI r IN GMU M'p GOHLRErEI, 5) IN WALLS M PARTITIONS, Gq(7pFgAFFS S EE cpNgIpEREp Ag [ONrpGL b1". .iOOD r— .3.06]5 G) F ATIX1 WE9' SGREEp 51µALL M II I!fI AT T! GOITOM OP ALL ST MV PRATE EXr6tI6 W 5. TE Nl OF THE SGP® OW" BE RK.® NOT LBS T4W 6 INGES ABOVE RAW EMTH OR 4IHGE5 ABT/E PAV SLRFAGES. TIME HEAT RBISTN eARRIM AND LATI9HALL ENTIRELY G].+ER TE VERTGAL ATTAOMAEM F AlbETIIIRHAND PV.a93t T-0eR.BS F 5TLy0rp gly.y, IWTA IN BOATS OVC6 OP TE l M 6RttTD PJdKe. MI FIRST STI WAT S/a INCH TIIIGc 'lf.Olm ($ORATGU COAT !/a INCH THICK THIRD MIWISIU COAT Iro INI TIO . 1 OWNER'S � e, vwovlvE AN emSwoR SFxn,Nr i VLT. TO 9' LEIL. GAT N' 4 c U N IP. OPly. O R• IRe0.lK,E ' U N F. l Ar TIc p.v. 6A5 ATTIC n e s s` ' ,wx{ INT . ELE\/ . Coo _ 1 W < '1 r4 Y yzIn ll LU 0 ' Kee�H/Bv 0 Y-1 C y , AOI nlI, 'apanmenl ®TXR FWE Y -IN%nm & FIG'ILI+g, %H AL^O SIEe1S All. Alb, AFD AIM p'ennlLIGAT9 �' Thin MI =aN «ee ADDITON.U_ �i p 8/10/11 wm iuo e tl A rIl TIRE PLANS ARE pES IN TO EE IN G2B-!O, CE wrcH T1C rnm Fane^ee emeca per e a en`=ma FT TVA N15TR .AIED In sEenoN 6]B __.om ''e'er' I/4" = I'-0'• '� ^mll ceau antl Fee p FLORIpA gpMIN15TRA41IVE GOpE. "'+ eePetl EY s p^a+uo,o VlyuatHe W e X n1E MAIN WIND FOR RBI5rIN6 SYSTEMS ARE DE IO Ep Btioe Bu a^p Olflalel pt IN PLLOROANLE WITH SL-GTION 6. ANSI/A� t-O'1 '� �' ;wtµ yp,a.aa or _ _ _ 4'!83 ,1{ 5 A MINNMINIMUM 6ASI�WSNV TIIIP K p OTHER KIT4 A IN M AIMO IW THE KIND LOA V- PSSOOIATEp 5) THE GOMPoN A OLAD IN6 HAVE PffN1 5F1£GTEp ANp THEIR USE INCORWFR4TE0 IMO TE pmeN AND DWa WJ, -. SPECIFICATIONS IN Afb.OROANCE WITN SECTION 6 GF THE " NIMIM p i6x wO FOR %1I 1N AND OMER STe11LTIMES" MEMIONFD IN NOR 3. f�Lj /V IF n'1 - 'tit SI a z € o lip x LIHTOM Ft'PON (Tl Ef£LTIs CRPGKEIS z, 9 la' x N 1/4• lal REAM JLMc� LU9TGM PITON OR rO� �O� o� Lj n n I, I, he "nal r POG. E[LIP. sPEcns BRAl.KETs ki ----_ T' ---____ ---`- CANT FLOGtAB�E � ❑ I ' k+� _ UNO: LOW.4 yG.D.-0 ]CYO qI® ]660 i I�T TTiTTi_i __- W ABD E lit ONE GP R E r " t1 6ARACaa� GUEST 2 € n c rT D li WbiOM Mql O0. PLOOR S - �� BEI K W n 33 PAVCR4 / I Itt °FVM HHONEI5 ` Y» _A —uNPI wsraro <` E H ___ __ _ _ 3 1 = '� 61T. m. WAIJ_N II i�1� - I --I I --rh I TTR x6rP. ea, oto g5 =Vy� cont BEAM ABV.JIli . -i S z "/ ... C TO OHD. ' GABA E - - GAME ROOM - 9-' a N w ry d 16'xlb' PL4A® W_.N.l' PIEI¢9 TN -j it WiL, i- �yIN a Nam �_ -7� 9fMp INYLME PIAL LE1LN15, ==: AI°I ,N TO P41Wf BELLN MI xi M AND INn3U00. EN1RY �'R t, kk { I _�Lt"�I lFl^M 9TLR AFEA .° AT YVL ISI 0 al l4l LL CE . - L'.� '9b' LEIL. ■ W 6L�_ bTM� TOTO E�M I aitovae I REP. cAM EALCONY I_. IS b ______ _ TWO GAR a LL c lit r- GARAGE 1 �. ,•b• 161L. AIIIII 4L. .�� y /(�vT� 1 Jq. P �_Y. ~ C _4 'O _______r '� � PW3 9 ITRDOWI f I Oft I II I I p n y M. eo. WALLS �� II _ I I C TYPE X 61T. W. LEIL I I_I� L I - RIbN. STLR _ � I �Cyal x A L T IbpCO 9L. IA 60.9. a _ 2 �I � AXhI 1JYl/Jy n OVy O t• 3 I 9TG'?❑ • o WEST W4K-IN 9'.O' LEIL. •AV P�1A61�, L C NC Y K 3 $ TG LHDs cLa9n ® i � 6`rP' 'rr m p' 11 r=- CAB n j 3 w i . . L' a` OP(. W4LL �' O nn �� I will µ}2 ___ PAVflt9 o/ SLAB p � --- -___ ENTRY a• te. BR-I 9taLVe '✓F ' Y 90' LEIL. � ' t� AM16Y 11 11 Sb• LEIL. t BPFAK6RAW- %lH f I _I 96• GRILL ® W HOOD 0 1 1LI � K I . a Ii � 4 T 9V?�"""T it I I "5 O . • r ' i1 TO PM 412. CMO. PI9L5 r h'- 1 PIERS 91NMID bRA1N L - + -'i .� __ 1 I � lit. Fit WL 9 OH W (�/� PLAT 9OPPl1 IP - 4�.-,.. 'II � LONL. 2FAM ABW. 'lD'LFlb I LAN! 8 I I P I 1'3J 90E0 111 .: '. . 11 ____px(o[jy, YWALLS µN B p PA1S1A ) A9' xT 11/4PAUlX b 3T TA1L5 III1 g t" T,�Rf)l11gE � PCGL 10'xl0' GML. COLS. : . .. .. .- w µ Bill RETAIWNP� t - ➢PF ENISY_ rll Y BATE TO PILINI F L L •• O • T 4AM�R9SP2$2'� � I I PA�V9f5�0%SLAB I - L1e14 30{J GH 3030 F6QT (PAINiEO VBEBt THIN BRICK VINEER 6• CML. WALL BELOW Q (TAINRD) 9nKC0 IM6fILR 6'-D' HIBH OM PIfl6 W pLPN1ER yyVV pp� K W A II' TNIN mi 19AR11®) III BULK amm LN •: PA`.�R9 e/ TE RYP� E%TB110R 3 911XT ry _ _.. 1.1111 PA 9 PIiGV b' HIBH LMl W4.L n - d I]113' L.Bi at L6d bb' HIBH GMU fl2R9 W b' HIEH LM) THIN BRICK y 6 ON ° Y .r 3 �951LL`° IPAIHT®) t3IS- tua O Q O< < all I „ aall tb o g C,b , At,acDh,ehO Q Sell ald Ili DaIlliffil e , W fi moble 1�1m e moalu ALL DEJC9 MD BAIOONIE3 TO BE WATEi1PPOOP♦D 4{-1 11,11 Silt, III Fall 1 ps=lw NOTWs _ _. __ beach 9n9 OM9 ° acua le,{ IU AIJ. EXTBUGR W/dL5 Y M41N 1b11•.E Nff t 5/0' L.ML. NO3W1LYIlf a I.w,anre m .I W I I/2 fLRRIN6. as m2) PLL EXTERIOR WALLS s 2 LAR 6ARABE ARE T 5/0" Poo by' -AWAY" O.MA. AND Ib'xl6' PLVRED CONC. PIERS Data T. Nim S) ALL INTERICIR WALLS ARE 2X4 EXCEPT A5 NOTED 4)2X�6.ssin. ZS®x1 ETC...ARE ACTUAL 2X4•E I/2" AREA TABULATION ON iXIEN BALCONY W. I Ian g� ciacNm BY. B) TIE 51= Al QUANTITY OP ALL EXTERIOR Still Al 7Low TO BE FIELD DEIERMINEO BY OTHL9¢5. BALCONY WNi . 4 III ADQITIOWIL 1'la ' /'tel TRADB 1 RBBI® 6) ALL PLATE Alm CEILING HEIdNl ARE TAKEN FROM MAIN HOL5E CANTT. C . ISS1PAVER. DECK— IN 4 b/10/11 (TCP OF) Hi SLAB2LOCK. SLVIH ENTRY 691 I) TNESE PLANS ARB CIESIdat TO BE IN COMPLIANCE WITH THE IN SEOTIC m nw la! FLIX.R NEATE§j ISTv NOAR05 ESrNCL151EO N 638-99.00T f t' >w � 1) VERIFY THE KITCIBI A 'M VANItt LAYOUi� WITH STA [a)1 nw'.. Tiff DETAILS DONE BY OTff0.5. bIO FLOOR XE4'l¢p 2159 FLORIDA ADMINI`OT'Sta E OOCE. �' H) ALL AN6LE5 ARE 45° UNLE59 OTHERWISE NOTED. Ertl FLOOR NEAI Z ONE MAIN WIND PGRCE R5515TINS BY9TEM5 ARE vTSI6Nm "tN 6TRnraR nya• 9) ALL INTERIOR AND EXTERIOR FLOOR 1 5TEP FINISHES TOTAL HEALED - 4TBB bAB �NT IN PLcoRDN+OE Ili SECTION 6, Amt/ASCE 102 •� �• 41H3 Ial SHALL HAVE A NON-SLIP FINISH TO MEET ENTRY 12 2M FLOOR HEATED all "MININM.M PEI LDADs FOR B)ILDINSS AND OTHER N P6TM CI020 STATIC COEFFICIENT OF FRICTION MIN. OF Ob. LANAI TWO OAR 6ARASE 912 STR.'cTwEs" To 01115TAND THE WIND LOADS ASSOCIATm 10) ALL WOOD IN CONTACT WI1N AI RIE OR Eal 01E CAR 6ARAryE y0q tN, E52 OFEH DECK IGD WITH A MINIMIM ®A`'IL WIPO SPE® Cl 130 MPH, SHALL BE PREF Tial APPROPRIATELY FOR INE CONDITION BALLCNY NO I — IN TOTAL COVBtED IDDS E) THE OOMPONEll AND till HAVE BEEH 51111 TxX FIRST BOOR TO SECOND BOOR 11 2) • EMERF£NCY ESCA RESCUE OPENINGS BALCGIY NO. 2— g ANO TMEIR LSE INLLRPORATc0 INTATH BEIO TME DESIGN AND OlY4 NG Y BPLCCNY NO. E— 80 TOTAL f.OVB2EDED "MSPN�P M v 15N ILOAos FNoa�w110111 Ai omEn STAIR DETAIL IE, • LABEL - 20 MINUIE TOfhL r. l 5642 ENTIRE 9TT3GTLRE Ell STRL'CNREs" MENTION® IN NOTE 2. SCALE= HTB. A8 LF I q 1tit t' 5 „ z BD'i• ICV' '14yY' yS . -0. 14'-CXj• I!' !b' 6b' 1Y-1`43' !•'{V3' D-,. b'i' 'i' Q+ D-�4 T-4F'i 'rt' 1 D'-2Y9 e�0}•p' Y0 4_6. D.-0. 4` 1'4 LANTILEVet� ! Byl' 3'y' 4'-3' 3'-3' —44 -'• 3Q• sW4' b'-�V3• 3 •b. 3'-d4' F-1 . 3444' 3•-s✓3' 1.1 a a U z LD LIATOM FiPON LF SPEern esenelaTs f9 • M A f -� .f dK. ., _ la'ay3' s•Jts/♦' 7=9=mo A IInKITGHEi O 4'-I T/D b 4'h ^,gPFIT19' SnSBJ be10'-I V0' GEIL. O ]LLYLil 1 — FAMILY3oso off A �„/ DN A ITo g 10•-11/D' VE n 11 r _ ewe DN p�� �� STUDIO fSy le aG. ' a N44Y�H'f1 `�r l yv 4. _ _ 7 ^ „ lo•-I 1/e' OBI FAF4. ^ !14e.I TAdP 10-1 Iro• fR111. T m l•_I 4' 104_1• •P e'i' !' e'b' 3`O1 II Y8 -a. n _,. b tm z — n ° y > m - _ -- - n�3 _ -' Y-_GIC "0NT 4• PAVI%Y O I P � o KITCHEN ULT. LEIL FAg9I ^ W T vtr. 411 KITx5 m - wHoaD 34 ..q J III S It W ' - -- • a � - •• a"5VI' a 3'-Y _--6.4'�JD =. a 1• r ^ - - pIyER yyV+ f II.F�I[L _I „ IL • 5. V! ^ DLTQ ��jj ry 43' VLT • ]VO SGFFIT l9 L _ J _ �f 10 I�' _ Y w q (y 3ODt'l 9'-O' L[IL. FBI KT LEIL. PFLM fl- m �' 13 _ terweI YY0.15�IL. I - IRry G[IL. r ' I ]5/ ' !'rt}3' 4'�• 4ti' ( Ab CLOSET Y Ra9H. P.R11. 5PK.[ WbS 0EAH31 TI (I P Cy3 101' IOy I/D L[IL m . i"I II L. TAELE r• kl Y D 1 P $}j' 5D !'-10 4. i. .4 . , 1'+0/8 4'-ILN3' S. 4FN3' 1 !'-10' !'-!T/D b'- IIf R • 8%I xC SPIRAL A b'- /D' _ _ _ _ _ pvgl}p III 5� e m ,,npE eyA( SCFFIT 19' SOFFIT e I YFFR9 9' Y 4MY. t a• .! I IE a - 30FFIT Iii- ,IYi w. 6 2 - D L u I y ii R3 s 9se _ _ S � �4" F-7 r � � � Ili 1f� � _ _ • g IAidI 11 AREA a m - u -xv6 III vLr _ r ' STUDY Io1-I Iro• cea. a - r J, ! N QTS f l '- , X111 4 0T WL p4 1/0• LEIL. v 11 _ Rases v I-F II I ,TGFT LE, D N _ (y »Do _90' Cea. �' III 1 _ _ b _ p - III _ I 3 L. . � I"f I, IN `Q•T �I PI � °r y �€ a _ g i ] F P � 1 a`3 -`Try� M T r �- 1 r \7 DT 3 .1 ' � =_� J L or B 1 ro eM. yL 'b ' IL w P V p BR-2 BEA,® M1t^'D ce1L auv. sRFrt We m -_� asL I` IT Hill II Waw e[nrn soy 911YOK T .� a vxwrbwx�x p� m S ' III srEcns SRvxen �e vt— F + 9 Ii _-'I '---- -- 2EE�1 ' f — 6T fztOln w+o. 111 a I'ft. b'LWl O v ULT. Q T .I 11111 TV fllrBtTAIMENf 7 YG 1 I� - j ^ FAILINS e O I� � r YVTIH'FI bH1 TALL5 Bsw i . SGYIiN lA�A TSPBLTn PProam , - T_ jy ! tJ] y II_IZ1� 11 ripilhere U �I _ Cfl�� ISTTAIL9 _ ___ J m ^ y L t S___ _ AeSrw }-- PTPON 3R e L t 3 3 pl Y °J[0OM KOB �Wd Z A W 14 W A �] ul LJ L I� r FB16oLA _ y �y D' 9•- //a 3' la• '-IV3' s•-1444 II' e'�/a" ^ d sF s ��V il1NL-1 = oc TM, UN 3. 0�_ D'-0. Tbk]• s'-115/e 3'-3V0" 5'"5)3' ,'-W4' '-b' a•-0• 9V '� IWWY J LL ei Z r @'i' b'O' J z 9O i• I]e'd' GNMbwe'll enmem * � -F § 4 pillMV I 9 Y Q VV Border, m Wrepholl with ij el lbi old other Drad art t 11 OOfiZ N m oaR � o Hou5E S G O N D L � s m RILL DECKS AND BALCdNIES TO BE VNAT£RPROOFED Barrel 9 Perri WNtWwNw� Des Yppi BY: ^ TOR µALLS D bd FLOOR ARE T 5/B' L.ML. ! C W 1/2- FURRING OR Stb FRAME. ' .�/ PIP �• KBE/DIHBV 'Y:. . s) ALL µALL TNILKNE55F5 ARE ACTUAL 3x4°8 Irz' CIEcI'>a fN. 3) ,ALL INTERIOR WALLS ARE 3x4 [ PT A5 NOTED . ,.L 4) TE SITE AND CUANTITY OF ALL [ IDR STEPS ARE _. ;3xb°S Irz' axe•T I/a", ETC.. S. 'p TIeAOB I RIlEPe 70 BE FIELD DETERMINE, BY OS AIIZ )p�LLtf[uow�act�.� TO BE IN Lw+FLIANL[ WITH TnE 5 2,011 ry ACIG !) t(TOP OF)�MOU5E SLAB/ELOCK. T5 ARE TAKEN FROM b) VERIFY THE KITGHEN AND VANITY LAYOUTS WITH STANDARDS ESTABLnHED IN SECTION e36e5Wi °'a'+FL' /4" = -O" 'fHE DETAILS ,ONE BY OTHERS. FLORIDA ADMINISTItATVe cove. V BALL ANSLES ARE 45' UNLESS OTHERWISE NOTED. 3) Tiff MAIN WINO PoRLE RCSISTIN65YST@M5 ARE DESI6NE0 5 MRIvlER n.e• 0)' ALL INTERIOR AND EXTERN FLOOR b STEP FIK151ES IN ALCOR, ESI, w1O S Fi b. ANS55 AN 0114 4183 SHALL HAVE A NONSLIP FINISH TO FEET "MININMM OESI6n LOPDB FOR EN IN , U) AN, OTHER ASTM LI030 STATIC COEFFICIENT OF FRICTION MIN. OF Ob. 91RLOTVRES" To WITHSTAND THE WIND LGADS AYALIATrD STD' WITI A MINIMM BASIL 1111i Voli OF 130 MPH S . 9) r WOOD IN CONTACT WITH MASONRY, CONCRETE Oft EARTH SHALL BE PRE55ME TREAT® APPROPRIATELY FOR TIE CONDITION el TE THEIR U E It ANO LITD I HAVE BEEN SELECTED 4"t 3x{ IT. IO' AANP LNEI R��E INLORPLRATED IMO THE DESIGN AND DVb IL'J Si ONb IN PL Sg YF BLE WITH SECTION a OF Tff STAFLOOIR TO THIIIBO, FLOOR!IR DETAIL 1. �1� f].ER6ENLY E50AP[ AND RESGE O'ENIN65 J �T11B.CMOD efEt LOADS FLRBUILD1wzs ANO ,TIER ll ��FFJJ• SASS TO BE TEMPERED SpECIFlcnn . LABEL - 30 MINUTE " MENnONED IN NOTE 3. l fb N.Tb. Ti v ] a all jt}t l2ea s 7jj++ s .* x U z A 0 0 x 6 z 0 F* OAITOM FTPOH LR F-I DFEOTIS 9tPlMG9� rn n CANTILEVERED n II II 11 II II II .._ . _ _ �� �� ,� �a9 Ll H T uNE of ale rLoae LxLow C--- �� X VLi b IM1 ® ISy� D' ' Flf TIOI UNIFVLT. ATTIL_ TAB �rc�k 2 gi —_ r -.. n _ - + VLYS. D• ItlN-EEMIHB WALL �p VLT. Ii /���}{'� R�9H �. - IIi vLT�a• cGIL. III II�Yi+_o j k uF- Ac iii j R z �• �f' � ... - UM Lf i•-O• HST. I� all, L - ^I LIIff OF 'Fb' HBT. >• __ -s q x-I Vsl IN= veLlul CII mS r Hls �_ OWNER'S 9y@ C- - F� MILINB M W.IL_ WITE a• _ VLT TO blO wT ro q � � rl nL rl ---LrLl rl 19C L�IL SOLO YELL% 9KYLI6M e � n: x � , 11 - JR ��xT��•YD-B�'I L_. _ . 11 pI I I W6GL lINAOE Ill D]0 Ps Oso Ps oso FD amo as TO VLT. LINES SHOWN y soDD solo Pe of Y 9D Lav L .' ',a-roLD BI- _ _ _ FMW. IN Fl)RR D_N. -FOR INSTIL. � n n n C +:p• LeIL. _ST..IA VEWX 5K1116M OPEN Y -T 1O W-0- GEL. I` _sT4.Pf' 9HAGE 0 AOI 7 • R IIi a I� ______ r__r __ I I +o• cEIL_—_�____ 6 N.L. MAt X 6L0 f J 2rt10 PLR b15. -fwF• LOQ '`0 g bT8 M� - - I a0'.3a' Q q J D'-O' LEIL.$. w• �y+' rvIINIAO9 II' -9'O' LE _ ` I PIJFI AI _ C� -OD/a• x NHL. iT DVO� LBAn (e } _ LNII IELPTI� I _ OO mm W IG � IVLr it ZJJJ vL=To + cq — r I '-h 0� - - 411 �t cs DPG(.TID BRA4KET5 LJMM � i VLT. UI_ f 5` ppp \ J P. L ll OPEN TO UNIP E1 � _ _J�,��� � I I 1=11 I i@S ATtIL -- . roM Fall mLLc ATTIyi GeLow X RIDH. I J I Iu l u -______ ® I 1 1 Iu s03o FO I �+a ND,eD as Paoli i smo sL. Px D� _i i , Lg •x V •� r Ir - _ 11. 1vD FLR IIu C Tlbs PYPLN OR oPEN '",c BB.OW sPEcnGRAfKE19 ` BAL 6AL00HT' _ s°nH eNrter eeLav NO. B uE OF ]M IO2 eaDw .. e -- r7 - _ .__ � L] II ii I u u u 144 r P9tEOLA EQOKIt IL F It F..a < Q 'JI rW o aa z � IL Q � ou � Q 'N Q t Aa I izD � LOOiz PLAN a w $ � added by ya'Itay ..am m ALL DECKS AFG BALCONIES TO EE WATERPROOFED � g 1 Offinal 1111 In to, MPVmne BY. U E WALLS a 'Xd FLOOR ARE 3X6 E%CEPf Pat, Vc 3) ALL INTERIOR WALLS ARE 3X4 EXLEPT A5 NOTED " • KBS/bH/BV s) ALL WALT. T ESSE5 ARE ACTUAL 2x4,5 In' LXGI:CD �, 2 51D In' 3X8.7Kel I/4", ETC... 4) THE 51ZE PND OVPNTITY OP ALL EXl£RIOR 5TEP5 ARE -- - - — TO MFIELDDETERMINED BY OTIER5. ALL III ° 8/10/11 5) LATE AND LEILIN6 NEIEMI9 ARE TAKEN FROM �- D) VERIFY THE KITOE:N AND VANITY LAYOUTS WITH Y (Tolle OF) elSLAB/ELCLK. I) THBIE FUNS Af3C 0E516N® TO EE IN cOMPLIANLE WITH TM sTANDARDs EsiAJ3LISHED IN sEcnDN D]e-95.o77 a THE DETAILS DONE BY OIIffRS. N Kyl AIW l N�RIDAT SELT fib. ANSVASLE io3 1 D) ALL INTERIOR AIID E%TH210R FLOOR t STEP�FIDN15HE5 Z THE MAIN WINO FNRCE TICKI 6, 9Y5TEMD AM vE51ONE0 '10° ''• 4'fH3 511ALL IWVE A NON- IP Ill TO FBF 'MINIM" DEsISN LOA°s FOR mil A10 ml6n ASTM CI038 5TATIL COEFFIOI OF Mil MIN. OF Ob. KITH A TNI r0 F04I KIND THE WINO LOADS ASSOLIATED U ALL WOO° IN CONTACT WITH MA50NRY, C METE OR EARTH WITH A MINIMUM 6!S L WIND SPEED OF IW MPH. SXAIL E PReYARE TTIEAT® APPROPRIATELY FOR THE CONDITON THE COMPONENrs AND GLADDINS HAVE BEN SELELTEO IOf 6LA55 TO EE TEFR FRED AND TMEIR USE IMOORPlAll l INTO THE OESll AND DWF+ IYT SPELIFILATIONS IM ALLLRDANLE WTM SELTILN D OF TE II) • EI-L9eBENCY EIBO P Al It O OPENIN55 "MINIMUM DESIGN d-oADS POR WII-M DS AND OTHER IZ �` LABEL - 30 MINUlE STRULTLRES• MEWTIOI'ED IN NOTE O. n _ - - AIOLP Iq ;iA it t 1 L� 1 t �. c.•A L It. s All 1! lNil V z 119'-10" g H^ 10'-0' 01'-p" y Ci, } t D'_3x 4 .011 y �i p . F IFIF z EOIYADP. �dEETRATE PAYERSMYPj EQUIP. �O&BOIRATE � a E GLa�DR ��JF 1 ;I ill � ¢ IIL n• i � III �� i LRE 61ritl Ropy amvE L i ti" . s fL?O-I CONI . 3 �-1 W i i__ __-__-- _ _C _____________ _______ __ Mf. ._ _ ____ ._____-__+__—__ ONE 1GLASS r 1 eTRYCNRAI CLHL$7E GLAD m n yp ELEv.= 1893' NAVD i o��L�,� om/�AUL�� uDr�lu'�rr.s - I M' w IH r TYp t'.eltyp C.y �_e4R]LYDATICNDdTId L T e d 1 PERS 1URAL ENGMEER AVERS o/ ccNc. DEdrBe �� s c4NnLevelQD a.Ae m r I \ , / '\ ' m 40' T ND Q / AUGER T PILINGS I, - B V ----- LR@6]M FLOC-'R GBO-YE_ ___________ I 1 o aM{i 5'-10J4" B- RB a'-� IEER i/l I� D ..RCCR TRANS DF9KYlER BTRI'dN�RAL N3 YELEV= ISIP1 NAYD e v S xA ;=iFL0LR LF CAR a _B/1x xl3 m I -Ji 9 - x V1 T a f ! x' 0• YEpEPK•MW UWLLG Iff 0x -1 I NST . 1 I M _ , T�4T� r- GARAGE ULA` TO � FYTIR£D LAIC PIETB r 1 C -21 TO _.. . ,I __ __ PILRY3B G6PII u� G, � 1 1 , ] I � I � T w m _ HOUSE Alm — — D W EIEVATLR V C IJ I YY _ T5 x H__ �t-_�� _� u �I$Fuvcl °=9 r- hi " g i - rri I __� N ! / \�. .. .B�i Y ELEV.. 1933' NAVD 11 N 11'4. 9'-�0 11'-mx ® ____ -_-_-_l bE33�IlAW , v. _J� —T&0—Ti 1 I } � Q 1 /� Q , Y y! N Y1 _ 1 .. 1 U) VQ _ .0 9 N LL 01 _ aO tl [0,21 I� JfAfF. R1 E�.Err. X43 ,_ Vi W 111 PAVEFB d/ MDBTRAIE YMM6 NElD ��M, — 1 CIZ%S4 HAVER i14'- Te ENTRY o/ AUGER OGBt�P OELIIIPT TPJ 5 x Yk�ILaD (! 19 -1' -- - 19'-IIT F eB BLOR 0i TR 1'G - • Plitt 1 PER 9TRIQU T WEER 1 II b 1 Site" gx _ L 0 6 JEPfH CF PIT AND BRE OF ry pTCIIN ISLAND Q I 4" CFENC-NWY CGNC. BIM dfRME �� � 1 0 0 - YI it M`L1 u FROVIDE AFFftIYATEIIfP00 BL.PR ORD _. ! -.I r 1 - _ _ 0 li! /xl I. 1 . BTCOP J 1 'Y£C�OATIp1G. T _ ELEL.OfMgIIM TO 1 'tj$Xa N a 1p TREATED FIL En ww W� v ♦ �� MAilATOR 81G 1 AHL-211x1 _ 1 1 ELE�.• 1810 NAVD L. mxl R 1 IlQ1 ELEVATOR BELECfIW, � 1 11 r v+ra 61.411 III _ _ri rrH)een 1 euwl j({I .� v I \ DALLCDt Sd (0A21 GRID) E V.. 4 .411 4 B 1 1 4 PdVERB e/ GLAD D d 1 R- 'Jf£IM6 DH41 VAItT BALED _ mill 11 f I - .. f m m pg9 11 I o/ uELL Ld'IPALiED m' ELEY.= IB.1Di' NAV: /- 0\`w 1 -myj 3-T x LY.. ___ _ _ 1 1 - ♦ „ L J JI 1 11 Tp D.Y 11� ELEV� \DML. PIERD — 1 10 D m / 1 1 $ UV WJLD 1511.61pt ,p �G 1 N 1. 1 1 0 1 I 1A. _________ _________ mi -___ l_`J I -0 BXELF Tom. i 9 Y - �B '-Y �� 1 L �SiL 1+ _ _W J _ _ dNM 1 , _____ R I L T GRAVELC 1 .p.yyp _ / g • ) J 1 40 P4RKaB �iLQB I, .rt D'.CFW. ffB MIIY� DRAM R � LINE Q CANT BALCGNY ABOVE _j - 11 11 m� • I RITN£D•-T0 I g'_ 3 B m 3 -9" 0 AVE o/ 1 416' PdIED LLMC PIE _ 1 / £O __ _ `q0 3 0 4 0 0" 1 m I 1 11 YCFIIl YYLL6 _ y C19Y GFdAK N1IM1T WCLLD R .UW-LB 1 1 a B'W!•LME PDD 1 G0 IPOOLL oce11w TO 9 4. 5RIAK- LR GRADE 1 }�. 4t. FLOOR Np CAR _ Yi 1 130 ACCE I ti NOT 1N0 _ iLLI e/ B IL. VAPv'RC R YW.R'�- _ - w POOL M.m P 9 RIMNE� EP7 RO L TER'll �_ I m POOL DEIX B _ F J __ �I IRWE�B'IEgB \ ➢ 1 1 1 1 V — Y 0 L fLhIPKIED 1 I _ _ TFEAtEO FlLL ILL BBplxnl a a ) 11NebF oEa aeov€-- 1 _m ___ ______ __ ______ 31 B3 I 5 41H-RA - ---- �� - e/ I: m _ J _ _________ ___ _ ___-- ___ _ - _ r m JL m _ YAVEL�e�D»01RA �P) TdL_ a s' -- 1gg __ Li- 1--- -ra' -- J '" PL°Y`ER v s, Y 1b'- ' rr-m^ Y zl m' e' 'A` ^ M Q REtAMMCa WALL TT 1 B'-B' HIGH CIN HERB A. XIW CMU ESTATE / B' HKM CMU ESTATE / b'-0' HIGH CIN MEAD \ _ 1 pop FPPOAtICN (TOP O F WALL r B' HIGH CMJ EBATIO / (TOP OF n BGRApEL TSO OG dftF�ANT TO BE AS' CLEAR Rpt ETO CL R PLANT �T SAL �By. IWr 6TO CLE R P ' TO ENE A ' HA Ole TO A �M FNI& GRADE TO OLEAR PLAUT TO BE 3B• BELOW FMISHED ` N Ak llit OL -0' 9'- -0' 9' GRADE TO CLEAR 0 m OETAILD MR 0 GRADE TO CLEAR PLANT TO EE 3B' EELgY F WId1ED (TGT W FOUNDATION qpj 04LL8) GINDE TO CLEAR FLANt DETAILO !£R EWi. RpOT DALLB) tDET4ELL8 PER FOUNDATION , ' 1 c ENG DETAILS PER ENG. B 1 t Q ,.r. , I -0' 9'-0" I -0 ' 9'-0" I -0' 9'-0' I - 9'- I -0' 9'-0" -0 9'- 9'-0" I -0' -0' �� IL p0'-b" 9'-01 0p-4" T 119'-b" FOUND AT f ON TEMEL ATE �odTION NOiEB GIEGN® Br. 0 1 rm P THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAOJECT SAFETY T) FILL 5HALL BE PLACED IN 11" LOOSE LIFTS, COMPACTED TO Bln}pd- UNDER THE REWIRSTENTS OF OSHA SEA MODIFIED PROCTOR DENSITY AT OPTIMN'I MOISTURE AMITIGNA1 NOTES' 1) ALL WSFi SHALL BE IN STRICT COMPLIANCE WITH THE CONTENT AS DETEW INED BY ASTM 0-1551-METHOD 'A' �) FLORIDA PJJILOING CODE (FDG) AND ) THESE PLANS ARE DESIGNED TO TI IN COMPLIANCE WITH THE e) BOIL SORNi7ERED OIL ENDUED WI FE'6CILOI FO A FLORIDAd FLORIDA A EINESTR &!Ep M SECTION i]B-33Bm1 BGALE. - COUNTY WILDING OEPARIMENT. RE(aIBTERED 901E ENGINEER WITHIN PJJILDIWi FOOTPRINTS, FLRIDA ADMINISTRATIVE RX x 3) STRIP TCP601L, iREEb ST.ILL OC, RJONL SSG NOTED ALL AREAS BAKE ENGINEER sHWLO CONFIRM EXCAVATION AND ]) THE MAN WIND FORCE RESISTING SYSTEMS ARE DESIGNED y WHERE CON6iR1CTILN WILL OCCUR! UNLESS NOtEp ENGINEERED' BACKFILL RECUIWED P51 CONCRETE AND OTHERIIISE. M ACCO®ANCE WITH SECTION 6, AN51/ASCE T-03 4183 VERFY FCOTINfa DESIGN, GAME EMiINEER Wp1LD AFFROVE 4) JAiSMAL KNCVN UTILITIES ARE IT"SHOWNoD41 THE CONTRACTOR 'HINMMM DE61O LOADS F, T E IND L 6 DS OTHER SMALL EXERCISE CAUTION WITH EARTHYY.RC AS WMGRCED WITH 71 LL FGR MATERIAL MAKE-UP. N' NOTE. UTILITIES MIGHT BE ENfgIYITERED. '3) MtERICR BEARING LOCATIONS SHOULD BE COORDMAtED BTR)CTURES" TO WITHSTAND, THE WIND LOADS ASSOCIATED ENGINEERS ST@1CTIJ RAL CRITERIA 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED PRO IIE E V IL TREATMENTRER WITH A MMIMAI BASIC W L SPEED OF E E MPH. MAY OVERRIDE SMOI LH DETAILS. PRIOR TO ANY WORK. 1m) PROVIDE BOIL TREATMENT A^Qr VAPOR BARRIERS AT ALL SLABS 3) THE cOMPONENt4 AND CLADpMG HAVE BEEN N AND S)FILL SHALL BE FIRM-Y LgSPACTED, CLEAR SAND (INTERIg21 AVD THEIRION USE I AN ACCORDANCE WITH THEC71M 1 OF HO. FOR $TRIGTUR4L ABNO $TR4INEER SPECIFICATIONS AN ACCO'®ANCE WITH SECTION b C£ TIE NFOp'AT ON, REFEP? TO ENGINEERING MAtERIAL: FREE OF ROOTS, ORGANIC HATTER OR OTHER "MINIMLM DESIGN (LOADS FOR EILDIN68 AND W i4FR SHEET$. DEBRIS. sTRICT1REs^ MENTIONED 1u NOTE ] A j� 1iq „I } .4 U z ]' 10 V0' o/OLL WYL 1G1. A � I--I •�:1.. 10'-i l/[' RT. HGL 9'�0' RT. HGt� p AA� yIEO ROLE . GEN}ER LFB. I �4 9/4r RR 0Y& a it1'74�. AIII]I3/<•0.R MITI AT f ] I/4' RT HGT. . 9/D ]0'-5 t@' BALL WALL 11GR. 9'-0° PLT. IKT. W.C. RT. Nit. Rc !E 01gp ROD, . OHD.Y I'-4 9/!" RR BTT. r-9'-1 Mi' M IWLI . DM]5A Ap'.1 V0' RT. HST. ]I'-S W o/PLL WALL HST. r-]D'-1 tK' o/ALL WDLL K91. a O ]0'-B 1ro' o/ALL WALL HGt. 2V-0 3/!" WALL WALL HST. 9'-m' R1. AST. W.C. RT. Kat. -- J� X25'-] V0' WNL WALL NST. .I'.4 3/4. 0.R iYQ r1'-4 3/4" RR BTB. Ly,+ '`• T e'-m' RT. HG4-T. e'-0r Rr. IST. 4m'-1 LY" RL HST. 4m'-1 UB" RT. 1ST. J'-4 3M{' FLR 9T& 0-4 3/4• PLR SYS. 9'-0' RT.HST. 4•_] 34• R.R. 0T8. W4 3/4r RR BY6. ' 1. 4-4 Ip ' FLT. IST. A6•-I Iro' RT. IST. J'-4 3/!" FLR OTB. r «9'-1013K'• I IWLL r1'-2 3/4' FLR BY& .{q'-11@' RT 1ST. R•-111/8' o/PLL WALL HST. rB'-I I@' RT. IST. . 3DN50] 4'-3 N4' RR BYO. RT. HGT. ♦ r9'-D V!' SffEWALL r.99'-10 8K' a/LLL WALL "Al ISIA �. 4'-4 3/4' 0.R iY& z 6•-1 I@• RT. HSI B'-0' RT. HGT. (9'-I VB' LLD. IIGT) o FLR SYS, Im. RT. I IB•-m 6@' o/NWALL IST. �ImI�] 3l4" RR 6".ST. l B• _ r- -I DK' MT. W'1. 9-0' RT. HGtc i .3' 3/4" FLR SM4/12 5pl_OW w-1 lro' PLT. HGT. W RIB 1@' o/NL ANLL HGT� J� - _ 1 I I -- -q l I 43/. / 44' MR BY& [� a y N.I N' R1. NOT. f NIR vT tlf - TTIC vL UNIP. TIT, I H I 4/12 4/ A r T G W� 3/12 I - vL 12 1 I i I I i BEAR NG L l L39^4 ��j '' ' 1 _ II� 3/12 - - --- � I r93ICEI _ I�- vLr { r _. - -.-7s II ' i 7 LINE 6 t m" Wii. LINE GP l -0 HGT: I4 L- 2) 3039 4E U% 'I 1� p �+ B'-1 VA. MT. NOT. Il XruGHrs NIS �WIVEI� �-I �I &9 W � Y n1 CRICKET EVA: a 9` LG/ 9-CE _ --_ -- sL9PE FF O xr LlGu � � n � I ELEE�HADE -5ID62M2 VLT. LNE5 SHOLN RIDGE IN(; �' ___ RIDGE R 3 T .-5ID625/121 m" IL 5pJ625/12 _ _-- W(�YLIGHT o�Q. EEA EGN ONY Nvm�mmm- v I r 0'�0" CEIL. 1 II m F 1 HEAT N GLO �JJ 4m .a4- �_ • '�l7T.lT�7�G'I��' ' _ - __4h3 c9�R FIr nR FLLBE WALL 5625/12 4/12 H C _ J 11 AILN v GAS aT I T - - .. p u ti u AI B aLL Xoe cEIL ` I `'> -- J - a � V 0• CHIL. H- E P,RG CE1L " k I Lro Lw n RIDGE � - � . - -L 1 < L � _ I uNE OFvm fir. . ____ 35/12 L _ I � � 51T7ING HER W.I GI a aw J 4/12 4/12 L 3' LEIL 4/12 4/12 'II 11 �I w9 OPEN i0 LL BEL _„ u� � � +-35625/12 .. � I 1 a . � 3 , ' 15aEuuLd • ] rr d ��II I t4hi ` '.1,^ �- 1 IR-]] ICYNFNE MRLLATILN AT ATTIC , R RIO ATTIC YENTILATILN FEd)IRED 4/12 BELOW OPEN i 4/12 OW - WUTu ENTFy eELaw BAI GONY N0. 5 - - 4 LINE OF 2nd PLDOR 6ELOW OFTEN DECK BEL _ 'Y� CC l eAdcaur ra- 2 pEww = - - Q WALL HGT. «]D 3 Iro' o/PLL ANLL 1ST. III 9 4.3RTFLRTBY& 0 0'/4" R. B ROOF - I I I I 4' f 3/4 FLR BTO. /Np LEILMG (XT-1iTR)GTILN TO EE I.. 4 -2 3/4' RT. HGT. "I WEIATIQIALLYsse CE01W . AV-1VO" RT. HGT rl'-] 3/4' FLR BYB YOlf BT ENOREER of 21P.10S.-C. T. a/NL WNL NOT. yLy 4 ] 9/4. 0.R 0T6. r «3 -9 VS• KIJEEWALL 9 0' RT NGt. - ` • r.3'-51!!" pEEW4L L - - I _ �_ - 19'-1 3/4 /OLL N E -� Y' I- 4 ! 9/4' RR BY& IV-1 N' RT. ISA. 1-3 1 %A0' KNEEILLALL a 50O]B/Q SHED ROOF 0[A1TH ENTRE PERGOLA EL °I IOw 3 3/4' FLR SYS, ..4'-0 3/4 STAIR LNmM3 J rD-3 1/4• RT, 1S1. 0 AM ym'-I0" Mt. "T. � NOTE- _ 11 1 -1 •.::.%, I eINL WALL NOT. jJ.J G ]0:Z. VV 9'-0' RT. 1St. IpDITILTIAL MIERILR CEARRG 1'1AT 0E REOD _ I Q ]y,.i 3q• a/yy ILNLL RGr. 19'-B fro• o/NL WALL 1Gv ,l 4-43/4' 0.R BTB. PLATE HEIGHTS AT MAIN H©U61E TO BTRII('TNAT ENOMEER LLNTRgGTOR 'Y,L/ n'-D 1N' o/NL wNL 1St. 9•-m' PLT. Wt � 4m'-I@" Rt. HOT. Y W mLom flS1IffER�O 0•-0' RT. ASA. Q 9'-0• Rt. HR. rl'-4 9/4" FLR BYO. ARE FROM 1933 NAVD _ 4'-4 3/4' FLR 8Y8. 4'-4 3/4' RR BY& 9.4 5/4 Rt µ5t 3B'-4 aro' o/NL WALL IGt -- J 43•-13/4 Rt. HST. .9'-2• Rt. HST. 9•-0' RT. HINT. 4 I'-4 3/4' FLR0Y& 0 Al. 4 -1 ' RT. IST. w1TC' Z }- 4'-] 3/4' FLK SY& Lpea c J O ? F n•-m 5@• e/ALL WNL HOT. PLATE HEIGHTS AT GARAGE WOWDE w-1 5/4. RT. 43r. -1 9'-0• PLD. HST. ARE FROM 14,53' NAVD 29•-9 m/4' o/ALL uw-L HSr. ,L LLL O srALlc PIPEO, ewlaaTe. J'-4 3/4 FLR 8T0. ETL. TO CE NOT SII ON REAR LF * F 6-4 3/4" RT. YS- B•-m• MTIFL . H5� STREET.AND NOr NOIOLE FR?1 J 4•.4gf,RR SYS. BTRCEr. z TsQ 40-I IV0" RT. Test 4'-2 K-9 BYO. Ee.11 lro• o/NL WALL HOT. O•-1 IA'O° RT. Test 33629/1] n 4 3/4"TFLRTBY& 0)NO W OYERHANGO SHALL SE 2'-0'. M -0-11@' Ri HOT SWED pLP . i•OyGWT A S. • FRAMING I FfREND: 121 SAYS OVERINSO AT TOLES BH/+LL (9 I vo. GLS, WSTJ B-0' RT. HGt � CE ]'-e'. 9•-0' RT. NGT. r1'-41S@' RT.WGt. 0 G9) ROOFA:eS PITCH YaO ANLL , S i' SHED Rf/JF . OHD.Y_40BLUE VENT R4) ROA I'ItLH B LL GE SN. 9D/Q. 336]9@. 4A]. Nm B¢635N BEE 14'JTED AT�K M2RIOR pEAPoNG WA OR RA10E0 KNEE WPLL9 F4) FR FFd1RG TO CE LONE2HTILNR ® FR011 FIRST POOR aEARHNG IWYL FRNUD. �' KgG/I7H/BV 4 I FALSE W4L (TTP FRN'ED OYER DODLE TAEHIS' RB) FO) ROA FRL`HDS LU'GER TO CE 4 OR W. 0.t H(17. ® SIFD RCLF . COIRR OTd. I • ` ' HEADERS - IX'dNEER 10 YERFT N10 pLVCLED II•b8E9, gIGPA ER tR)BBEO BY y ® SE", - PER ryNAFPLNkRO BPECO F THESE 1fO]a+ 511 H=1 s ^ V THESE PLPNB ARE ADMINISTRATIVE LOpE.To ®E M cRIPLItliGE WITH THE 9LA4.E 01EEL 1'EFCEF6 FLORIDA A EINISTR TIVE IN SECTION 638-33ID91 FLORIDA ADHINI D CONLTETE LM2L0 2) THE MAC wl�DAN PORDE SECTIONG, ANII/ 5 ARE DESICAIED M AccOFrogNc[ WITH LOAps r EAIiORSB AND OTHER .YA 4-183 • STEEL POBTO •n1NIW'M'I vEB M usrgND THE o LOgo9 AE9.T".1A1Ep z -st; BmucruREB° T6 wrr F'DBrO w1Tu A nmmlP'I bA9Ic WIND_A SPEED OF nm EN 3) THE THEIR AND cLPDDI INTO BEEN BELEcTED HE DYlFi MT JOIOts OR RJGF TININESS BY OTHERS AND THEIR ICE 1MIUJRPORArED MTO THE D I NAD MR MPNFACtIlRERB 0FEL0 B NIHIll ATION9 IN `BIDS BNI WITH m 4GT1ON 6 6 THE G TIQRED IN NOTE 2. t9 ) 'MMIMl1 OEOIGNI LOApB POR BIIILDIlY9 ANO OTHER EEP1'1. JOIST, OR TI@b9 HNSEFA 8TI01GNR9" HEN - WINDOW INSTALLATION (METHOD A - 1 ) WINDOW INSTALLATION (METHOD 5 - 1 ) HEATER RnmVL OARRRR h APPLIED PRIM TO THE HIINXAH IMTALLAT ON HEATHER RtlInVL E.4RNO[ (YAC) APR-1® nx,LR TO THE WINDOW INSTALLATION. 1 a a FLAASHI%s MPR® OVER INE FADE OF THE M'JIMn1L5 FLANNEL. PLAMIIIK ATLIeD OBI,ro ne: MGMr,N9 PLNGE. SEE! SEI w$'�@5 1 ELEA( eKT151tIOR WALL 9HEA74I11S lit i ' n , WF.�N M�iwgY ,MPGMH NIDOW .ltE 1 ;t � 'Sit ytµr SAn Mui FUNK;a>K � KICK-dlr IHFB) HEATHER RESISTANT BARRIER �;Rw. R„„e ®••nr ru n.a.He !� ia�l �+JJJ ,P3� mm.w wwRR ®...Lr esm...ALINr m. rzDOF, ro s°EDCO Mrj IND W KAi"r won H-" MLr WMSM ASKRGR nxIPK,Q PER SPFL. (IWB) oVERLAPS THE Sags FLASH,NS a ,MWMm aMpxxW HVICCLAK H. >. «BT. PBR SPR. a ®(� vWxr Ar rW °Ew."ImRip"a"naexaK WAS PAN Hirt W,ml RGOP 9HPATHI115 _ ® - - . — n «W ® m H e� urreuevaa w AT NAP CP IILMR 0P.0(.WlL t1RM)M!O RAbE R'NRIAA1A IAT,W M1"PHAO, /IO MYI NLCPYIO, PAS", �y JEWS %�L Imya.I, U �/trt VMAxr Ar YeMeN /MA2 ®� ATraYHW IT,WPW TGPA XNMTM N1F IMG HOLD III F. IIA AND CR,P 2' Flavl[RaY __ EDGE W.WR11HiAk\{I M mm ®TIRT`Pv.I"O.IUM'Io`I' _ z MLYWANAV RAMI$ 0.'OOm>YaAMI. IT.YI6,�R'R MR014 ielYc,O.WERARRNI p METAL ORP EOOE '.f ILI4LK RpI6'wLw 9� HMI q py a ALAIOJT9IDE FARE OF tlb AT HEAD E%i�I� WALL od _ miseeeLev� w ITLY A LCM M'AL A,cTb' `_E0.RE YNB m A K lnm ExBPI rO¢ FINISH it 'Fi m® JNe�vbew • IEPD � f£RMH FA9flA g• M� � � �Rit.wr MlblWib a SEALANT R� SURIW w5o FNIOIMR.vs RA.Sxmm %RRIOF ACE OF EWALL 0.Llll..11lR) IX1BD wln lf.WIb RM1M T � :'2 ItiY A z ik TO F.6uAw valW A A _ U .• exRR JNR R..MRr n..ww. RAReo _-- - : . . . . _ — ._ —- 'T. ."RL a 1JeOm�w •LURA .,. KICK-OUT FLASHING xALENTS raelT.Wlwos cFMWAT AMO. � 5E4AHr I �MHYn. ♦. 9EKANT TMwMLLV Iqe ® _ _ __ __ _ . __ ATLIBRIM MLL RARau W ,ew G M NL M/41W ® IvyTr�Raro�M nRVIR. Q Nli'.. rUMM�Le.E rOOiMN�� m® IRP�NV�Ac�F�ee[H�IV ae. H' m® cW xencivaa P5APHw1raa II r mMINSTAN. '..III mHEATRR R55T.Nr d hAr AAR GA041rW r lH. Oj d[,P TGE PLA9WR•S. gs ai L tI-S Tp xtllRMMwII Y.P�T .R�RM � NMGTbR fOM PTOV[F RW M.v�Ib2 p FR.T4pE pRIP ENE AT EAVES dND OAKef OF MIY;E a� r IT M INTERIOR VIEW mp EAOJ , ANNU TO BE dMIN Nc& "F9r) 011 (Tb AZUL Ed�E INTERIOR VIEW DRP EDl88 SHALL EMEND VJ MIAI ru mm) KLOY UNDER THE IF EITHER SHES (51 mC +y r T"i LEFT ""R1EA OF YUNDOW TOI LEFT OORIHt OF WI,COW MID RI MCA "N THE RO"i d O 6P ] T OSO (SI MBTPLLED OYER OR 11IDEFGATI'ENI. e z mmL DItlP Ep'¢ AT EI SI CE FER•11RIED To BE '9 _- - _ _--- x- nMM.M 4 MON ll0] M) WDTI OF RNP @1mNT NOTLLLED MBTALLD OYER THE WDERATI'IEM. THERE 1441 BE d - OYYR T11e DRP OLLLWffIE FWT [LY0 ROLES (LOW SHALL EE mm) ANA a - _ _ . . -•� (11 Msl 5OF6♦9 ON CQt1ERiR1E BdNC RHE) SPEED /ER FKeME �R� y FALH SIM OF 'I 'I R501X{) 181bDr rT11 MPJ OR CATER ORM !SOMI ROOF [x] I, NER A. WEWINN GREEN — LTi n5 OTA�L) ,EY1I� I—T `WTIWIA FUTA IIMl64INCLANELSA= VIA)CAN ARTA ARRESTOR 2V;4 Ii I � vALLPr FI_ASX,lK. •, ,H n BEFORE INSTALLATION 2<{ RS OFF ' li VALLEY LIN,ItlS SWdL M INSTALL® IN ILLGROAH"E WM THE �q tM TILRINSTALLATION INSAINJ � A Y,NS EMERIOR FINISH 9 PLY OORI@R3 MIL SXINBLEO. VALLEY LINIIKS OF THIS FOLbOWIN+ TT% LMR SPFL. L le' O.C. 911ALL PERMITTID: RUXAA FLASHINs, ROOF VALLEY R-WHING SHALL BE FRCVIDEO OF ORICKEf (GRUNION-RESISTANT T£TAL OF THE SNE FATERAL AS THE N ASMI RCIOF C RMO pt �'� CLMPLY WITH THR STWIDAROB O TABLE MARI THE VALLEY PLASHM6 84NLIL EMEND AT L T e B NONEB (LTM H11 FROH THE C191RR LINE II 11141Y NID &ALL WAA E A SPLASH DIVEr2TER RID NOT LEW THYN 3/4 MCH (RAI m) O 4 HIbN AT THE FLpU LRE FORffD AS PART OF THE PLAM4M1 5 SEI OF MABHMG BNdLL 14A a AN Elm LA' 4P NOT LEW THAN 4 INCHES ?= ml THE FETLL VALLEY PLWHI N'+ N4ALL 2x6 Mp ` ITACLNNb MD OF UJ OFLATER 6 ,l6ERAYM{NT RfWRG THEER f WLL LENGTH OF THE VALLEY. N d PITW TO JINPON-ATFENT x REWIRED PCR MTAL ROLE SHINGLES. }". cHIM4L'Y ELL£ n N I O RG6E FL/WA !Y NBRI1 RNJARMl15 2x9 Q THE UIOCAl AYI4NT SHALL BE IN5TALLT IN ;ASIA IVNA5 ��3 > LR SW1 EMEIm AT LEAST THtl F@T 9 RY COR®¢5 FIA 00. A, A i TON OF A WILDELS t 18' Y2 5FF O FA9fXONA7Ao`!R THE fli� AND. TE L/ST LAYHt APRIT AT TE RI0.^E SMALL WIrTr1�l1 10 PEST OUT SHALL NOT BE L65 THAN \rALLEY SIIIN6 (Sb)O. MAXIM.M TO THE OPPOSI LA0, TVet Poor.FASTBAT HuSHOR THAN ANY POR n'. 5 IT AM TE H2O,E5T PO,M wmEM _ _____________ MIAMI THE FOR THE pPO51N5 olm OF THE Tiff OHIMNBY PASEB TEA) TC ROOFI POOP. ', 'i I LTIOBRAYHTNT OV@11PPPITNb�T1E RID(£. 1WG LAYa6 OF ., S16 PLASHING 54 FLA5141IND g uAN;)EA1t IbhE NLtC IW:E HRM IWRBf HRM (HRD) I O4 XIP RA5XIN6. F"NEATAIIIA WI4 1OG. WJLS THE LW:DILATI-ENT SHALL SE IN9TALLT IN YNATD6d1TIN5 `L e 11 CFRTEftTo BtGLKIN9 F/81Xgt AT TE HIP LITE, PLID TE IINGERLAYMEM OVLR THE HIP AND PElHANILALL.Y PAST AT Ibe) PONIES 04. A W 2x 51131 Wµ MPFN6rlE POR M�OPP091N5 SIDE OP AM 15NIS. NAIL5 III Elm OONPLETEO. THERE WLL Be TWO LAYERS LP WNGBiLAYMEM OJEILLAPR1b THE HP. FLA FLASHINGT ---- ------- - --------- - O rm�m.er�B�HAII OR i LzmmmI O I BIDE OF MY OHNNEY ASMATER I (30) INCHES rT5] mm) A CRICICEt GR &1DDLe SMALL ee METALLED l-TY' THE R,CC£ Q FETA-UJI OR�THEE SAM MATERAL W IPI!IP SHEET .'U r CHIMNEY FRAMING d VALE' TIE R,D6e AND VAJ_EY Rl£#1,1160F cR,cKC79 oR SApDLES SHALL TE ME SAA9 THE RIDe£ AND VALVE( FLA..^HINS ON E - _ --.- TMAIN FCGF YRM WRB 1100 . A - -- _. _ Ob BASE AHm GJAV,EWF1_ASNIIIS O IMO L/NS. O O ) FIII ♦♦ MSE A•m rER 0.ANIMG MALL EE Sdit ED INAc4OORP` WITH - 4 ♦ ♦ \i HV HEATEa RESISTANT BANNER IONS OR ATLIV OONTINII R ALR M!041 14ATMC11 BT 4 / ♦ OVGTLAPo THE Sx5 PLASHINS MCH "L' 0.A8HRG BH4L EE BET M gTNVm RABHMi 1 I 1 i R CEHEM Am SET 0.1bH TO TE MBE 6 TE IWALL. Am OYER Ki I. THE ,YmERLAYTIENT. DOTH HORIZLNTAL ANO VERTICAL ,'ETAL LiIT Alm FOLD 5x5 FL45HIN6 •\ O.1T / 1 F TO FORK KIOK2Vr A5 TO SHED SAT14 A 6HALL OVEFA FASTENED b LUES (6111- W CENTER S ® ® ; W4THt NW\Y FRgA XfAAE 4 HOIEB ),N YY ED IN AFFAaV1D 0.INS Q 1x1�x1 CkTTINT FLdN1m DIALL 5TARI AT TE LCYER PL M < R Ii TIE ROOF TO ENSURE LLAMR N m CPPNILR,EB OF ALL Q 1I I 1 ® ® ♦ I SEDENTIRE�A- LAPS THE OOVHL £ E SHALL BE SEALED, RMALLL6 NAIL PONO TRAONB WITH THZ J ♦ AM { PJ.EV A)aF"ARI FLABHRG CEMENT AND FEYERA 40, NIRGLES 7- _ _ oz ♦ II�; PIPROYED FLABHKa CENEIJT.TAL FLAN'.aE. ARD SHALL SE BET M a ♦ 44 MR. POOFINS ♦ H♦♦ HE,TN.0.PRI M SECTION EITHER OR ERAL SURFACE * 5 r 1 POLL ROOFING, YEGHMb A MNIIVI W rTV B RR (100) z 7 FOR :i£". PWND Q SMJ FLASHINS TEMPLRARILY TAPE W TOP FLAP INSTALL NAKLN AT:AAEi TOLD '' ♦ W KIGKWT 80JAQ FCCT OI kgrM). CCMIITH A M HM5 BNLLL EE O _. RB4OVE TnOM M"VIFIT 'J" PER MFG. INST SHIM NS I. HST. F82 ^.F£f.. TO SHED WATER PRIWID ION- MOIST P NT 1 IN THE A I'1MIHIW TNIOnE88 11y�1 .W hRB FLAP CM IN HR8 INSTALL DOOR SHIM COGR TO I.MEI. T R FAOVIDED M TdE1.E 9031 IN TIE FLORIDA BJILLDMb CLOE � Ly m F $ 1 t PLLMD AW %dIAM POOR TO LPNb. ♦ r1¢IDU. _ T N,. . METAL GRIP EP62 ♦ ♦ PETAL DRPEZIALVA 'Z' gJ.fr11N5 B x S ASE! 5 -v L!ZO 115 In 11 I 2e bUP6E 6ALVPNIZID I 39 VAWffiT 6106E GAL 6 20 6yIFiE bPLVARIID1((�¢v�n r ® O © FASOI O N.T.S. O HTS. O N.T$. /bH/BV 5>TEROR FINISH PE£ PLAN -/ ROOF w/ KEYED FLASHING DETAILS SCALE. Are ® ® i bABLE BID TRU% - - 1l . IIILID ADDITONAL NOTA SCALE. 8/10/1 �. I) PLANS ARE PESIALSI TO M M "DMPL,ArvcTHE E KITH TH65E AS NOTED HAS H6 METAL ROOFING STA DARDS E5TAB I5 Ep ,N 5ELTIpN e2BAB00 FLOFmA AP1D FA7RATVE CODE. W APRr .IA-iH PL/5HIN5 TO N' (M 5,C6 APPLY HEAD FLABIINS, EXTaDM61o• N!"4D TLP FW A0 CT% TAP: 4 1' 4•• y IN MAIN AND PORE RESI5TN6 sr5TEM5 ARE PESI6N® 41P13 of DOORTD vDCR rRAMe rD Woe Berow vOLIt RO.KH oPNb. cur M Mae WITH 9HEI,THINgs TAPE } ' �' eXTBm,Nz bv AeovE 000re Ra-6H "MIN pE516H LOADS FORE KIN-O ANPTOTI9L I ITH 16, WINDOW / WALL ELASHINO 85ITHA P To SALSOHAND E V OF120NAYOe,A ED NOTE: ILLL FL/.O141148 WILL EE 56F ADFEAt„G ANP R01JID B-mOT1 AHm FL-AT WITM A J+OLLER. - - 9TRU"N�9 -...._ __. _._ KTX A MAMIM�IM BASIC WIMP 9FT�P oP IID MPH. rm NENrs ANTI RATZDNB RAVE BEEN N AND EXTERIOR DOOR FL SA H�NO SCAIF' NTS GABLE HIP RETURN PLASHING S"AJE: NTS ANDTHEIR use IN AC LORATEDE PATH TON AND q T e OF TE R MINIMUM D'C~i,6N LOgp9 Fl N65 ANP OTER - STRIKT.RBS” MENTIONEp IN NOTE T5 2.3. x� Notes Notes Notes: _ Notes I) The maximum thickness 1) Protect the rough 1) Provide control manes 1) The deck attachment A is l� of foam plastic opening against water where no mow err$ in method is Independent insulation allowed by penetration by wrapping the stucco s anticy tea of the pledging. Care 1) glee ii ' ode s typically P with a homer membrane. SHEATHING or wM1ere an aealM1egc must be taken to aI 9yyH WOOD FRAME (100mm) Direct any water feature line is deshNorprevent water penetration enetraon to the Provide expansion 9Mnt into the wall assembly `g SHEATHING exterior at or above the where movement SHEATHING va the attachment I lu 2) The exposed surface EXPANSION JOINT sill pan flashing.and expectetl (See dei mechanism. EXPANDED METAL LATH must have a m to details 521 a d 5.52) EXPANDED METAL LATH s k slope of 1:2 (2T) I SHEATHING t �b % pe 522) 2) Provide flat metal pg MOISTURE BARRIER locations where d MOISTURE WRIER 2) Control lents may be MOISTURE BARRIER flashing on the surface increasewmay accumulate. CORNER REINFORCING slope. E%PPNDED METAL LATH 2) Provide head flashing installed over exiMakaed of the wall where the 1° STUCCO SYSTEM deck s to be attached s r the window to STUCCO SYSTEM metol IafM1 rax o that the finished d t� b CASING BEAD erect alar way from CASING BUO stucco system will 3) membrane resilient mesh she wntlow. Fold flashing FLOOR LINE EXPPNSION JOINT of Rap 1t a minmum STUCCO SYSTEM rapefacea f EFS AIR TUSHING r the wndox STUCCO PRIMER NR SEAL head-jamb interface. featured protecting more FLASHING OYER DECK 3) Slide a folded flashing DFS FORMWORK than 2" (501 from STUCCO FINISH COAT the stucco surface. WINDOW FRAME HEAD 3) Provide round the air (SEE NOTE 4) up under Me f rst flat U BISE COAT AND MESH barrier around Me CONTROL JOINT flashing and position it LAPPED ONTO FACE OF OCS interior perimeter of the END ONA FLASHING .5' WRIER MEMBRANE window t0 reduce: below the planned z leaking. condensation Poston of the deck. is RESILIENT MEMBRANE AND related t0 air movement j I-y MESH ON UPPER SURFACE WINDOW FRAME JAMB and sound and nsect FIAT FLASHING 4) Provide a folded flashing intruson over the planned deck isw (SEE NOTE 1) DECK AND ATTACHMENT STUCCO FINISH COAs past' from the deck direct ter WRIER MEMBRANE connections. STUCCO PRIMER n STUCCO PRIMER 4) Provide corrosion tont ) at the corner or opening STUCCO KNISH COAT for stress relief. PUSHING UNDER DECK STUCCO SYSTEM E%PANDER METAL LAT (INSTILLED BEHIND FLAT 5 Provide flashing end rJ t1 CONTINUOUS BEHIND ) „.. CASING BEAD JOINT PUSHING) (SEE NOTE 3) dame On each ode of EIFS FEATURES LESS THAN EXPANDED METAL LATH MOISTURE WRIER flashthe ing. Setecond t the send ai 2” (50 MM) THICK CASING BEAD AROUND DECK dams in sealant. MOISTURE WARIER PERIMETER SEALED TO FLASHING AT SIDES AND WOOD FRAMING BOTTOM 6) membrane barrier erring s a er the STUCCO FINISH CWT flashing e0 it w11 be z 4' . poet ledger. nd lM1e STUCCO PRIMER deck ledgerr. C.5 a; ]) Terminate the stucco 'yt » system of r VEi 2" (sOmm) hove Me I 'r freak andRe 318'perimeter ter of W from Ne Per meter Of I STUCCO BUILD - OUT a EIFS SANDING STUCCO WINDOW JAMB and SILL STUCCO CONTROL JOINT STUCCO DECK FLASHING the building. � LWT ro GCILE w' T ro 0144,e fYJIT TO SCALE NOT TOICILc Notes: Notes: Notes: Noted yS`h' 1) Install stucco weep I) Wrap barner membrane 1) Wrap moisture barrier 1) Protect the rough 2e` B ai 7 danced to terminate mu um a zoo against water $ c m B (corner m " ( mom) apenng og DSA minimum 1" belowonto m mea corner around inside mgr with as ionbarrier ar er wrapping membrane. C bottom of wood plate onto eaturt barner re burr er r brans and a minimum ac B" over sheathing. 2) Bend ION at to de penetration any water z WOOD FRAME above finished grade or mer and extend sf extemor on l0 the required by code. CONCRETE MASONRY 2) Inside comerjointsomen mum 2 � extenor at or above the { m as re not recommended (610mm) nn both * EXPANSION JOINT sill pan floe (Refer y -o where the substrate to details 5.21 and SHEATHING 2) Lap moisture barner into O directors or use comer SHEATHING worse screed to direct WOOD FRAME construction an either WOOD FRAME lath over abutted miscast 522) �g 7 side of the comer is m58 EXPANDED METAL LATH water to the exterior the some lath. Fasten seeurelB. al MOISTURE BARRIER me w Ne corner. EXPANDED METAL LATH 2) Provide M1eatl flashing \\// MOISTURE HARRIER 3) Provide water proofing SHEATHING SHEATHING ovethe support CASING BEAD dyer t e window away t from Fli at the fto MOISTURE WRIER the wntlow. Fold flashing protect the suppp ort CONTINUOUS 'I FLASHING over the window STUCCO SCRATCH COAT darmoure from rang �O CONTIIN00WMBRMIE MOUND CORNER AIR SFAL head lamb interface. M1 ' STUCCO BROWN CWT MOUND CORNER WINDOW FRAME HEAD 3) Provide round ousthe air xx STUCCO PRIMER MOISTURE BARRIER burrio around er Interior perimeter of the �`. window to reduce STUCCO FINISH CWT EXPANDED METAL UTH WRIER MEMBRANE leaking, condensation ralatM to ar movement, EXPANSION JOINT WINDOW FRAME JAMB and eoone mad intrrvian,n. EXPANDED METAL LATH i STUCCO FINISH CWT STUCCO SYSTEM 4) Provide expansion joint STUCCO PRIMER at the corner of opening STUCCO PRIMER Q ; n . WEEP SCREED TERMINATION STUCCO FINISH COAT STUCCO SYSTEM for stress relef CASING BEAD FOUNDATION WATERPROOFING SYSTEMNG EXPANDED METAL LATH STUCCO PRIMER MOISTURE WRIER FOUNDATION + n� < STUCCO FINISH CWT WOOD FRAMING Y-i TUCGO JOIN o TU C NT T G O JO INSI CO INSID GO S DE CORN DIFFERENT BSTRATES) STUCCO WINDOW H A GRADE _ E D STUCCO TERMINATION A IMI A SUSSTRQTES) 7 I I � L R rv: LWT TO SCALE � TO !GALE WJ4T0lCALE ' ItlT TO SDRC! i c i. Notes Nates Name; -- — Noes tQ 1) Provide framer 1) Provide expone joints 1) tall moistureb IIIc SHEATHING , r 1 1) Provide step flashing of membrane behind where movement in continuous around minimum 4" (100mm) flashing assembly p stucco substrate is without thout break for EXPANDED LATH extending up the wall. integrated! with moisture antcpatea minimum 12' (300nnmJ. ,11 barner at floor ! nee p i# of assmlar STUCCO SYSTEM 2) Provide stucco system L 2) Install expended meltpl overlap of the step f t 2j Loa stucco over the - at mote ' I lath continuous around flasking assembly at 9 of exst ng buildingh or r without enable for termitale stucco system N_ the top by a minimum SHEATHING expans on joints the carne STUCCO PRIMER _ a SHEARING coretrac[on WOOD FRAME minimum 24" (610rwim). minimum 2' (50mm) Ty to T (SOmm) and m at changes n building STUCCO FINISH CWT above the finished f. W = Q k {� terminate with 3/6' eer space permits STUCCO FINISH CWT height, MOISTURE BARRIER (10mm) joint around t columns or SHEATHING 3) Attach tamer bead 0v f ng at a future STUCCO PRIMER the penmeter contlevered areas loth a —TERIi 2" (50 MM) date and helps prevent of maximum 144 ft' PBOYE FINISHED ROOF debris from accumulating li STUCCO SYSTEM 3) Refer to detail 1.65b (134 m') Intervals. MOISTURE BARRIER between st roof pee G for assembly of saddle STUCCO SYSTEM 4) Metal accessories orre WIN BEAD treed system q weep � 4 EXPANDED METAL LATH for ng susceptible to corrowon screed may be used to V STUCCO PRIMER 2) Do not exceed le gth to EXPANDED METAL LATH costal env ronmerrita. STEP FLASHING term nate the stucco a eZ f width roto of 2.5.1 in Metal corner beads with deemed oppropr bso Z Fr MOISTURE WRIER STUCCO FINISH CWT Id metol noses qre SEAL BETWEEN CASING W OZ expansion joint exceed t Q WEEP SCREED TERMINATION EXPANSION JOINT and fro not exceed more CORNER BEAD FILLED SOLID susceptible exed to conirCounter son BEAD AND DNERTER 3) flash nate the step J Q Z than 16 it sm) n am i wmI sTUcco exposed exter dr ease —ting with a * Pdiverber FO SADDLE FLASHING (SEE 1� erector without on oppllcotam water—tight flashing expansion joint. ROOF FINISH (kick-out) rl int ng e z Qu DETPIL 1.656) tl tle water into Me STUCCO SYSTEM gutter. Refer to detail i pNERTER FLASHING tm WRIER MEMBRANE EXPANDED METAL UTH 3 Provide expansion 'Dint 2626 to fabrication of I aTr z: . DISCONTINUOUS AT JOINT a dveder flashing. over the moisture barrier 9 PRIMER ,, II '' — F STUCCO E �-1(�-,� Ix" PAW➢ET FLASHINGSMTE ) ASSEMBLY dna lap the expanded 11 EDGE FVSHINC ,M rA�y MOISTURE WARIER GUTTER joint Protlap h3/8 (tOmm) 1-1-.1 _ SZ / (NOT ILLUSTRATED) menet ISIF over Nepjo joint i flanges. Metal IsN he STUCCO FINISH COAT ground the diverter be discontinuous 0t ins eadnm and xs1. CASING BEAD 9 expansion joint SEALANT BETWEEN DOSING processor. eEAD AND rTAswNc rAeuw m. way - 4) I 4) Back two piece pm with expansion , STUCCO ROOF/WALL Iy T F ASHIN barrier membrane. R LLD ER L Cs ER ' GEI,I® B., ,` row ro era.e ApDITIONAL h1aML9 r..� w 4 - U RE THEPLAH5 ARE D llAIGNE ) TO BE M IN COMPLIANCE WITH THE 14$ NOTED ' r STANIDARDS RIDAACEINSTRUITIVS INLECTION 630-33S0t TTS MA WING w6TlRED coDE. 4'fH3 v THE MAN WING fO.¢`E RECTICNI , AN51/ a ARE pE81lWED M ACCORDAYGE ISHWagu BECTON i, DINGS AN 011 -02 "FIMP11M1 DESIGN L®ADB FOR MILDINGS LO Wb OTTER 9TRUCTIRES" TO WITHSTAND THE WINp LOA°8 4B9CLIATED STUCCO SADDLE FLA H°NG STUCCO EXPANSION JOINT STUCCO JOINT ® OUTSIDE CORNER WITH AMI MUHBQMGW1 O6PEEDGAPODMPN °"° N°, NOT TO LCAL! Hart TO SCALE Nor TO SCALE 3 AND TIMETHE RENILNC6F�ORATED INTO THE DESIGN ANT>E° 6FECIFTDEGIJB Wgul FOR BUILDITH NGSECT) OTHER 1E "nINMUH pE61CW LOkpB FCA eIIILDIk'Sa ANp OTHER � � 7� 1 6TA,GTl�B' HENTIGWJED IN Ni 3. Tz 1 STANI SEAT METAL RCR e/ iYJp 2 -011 FT. k4 "TLE" a R' O.G MAW o/ 90III FELT d Tn' 8TR)GTIIRAL oH. SHEATHING W RYUIPo A{alEe 7 ei J -ALUMINUM EAI SVP / 7 13 BILE NIDIMACM3 RR CG. �� �{ �t .Sy"Yc ]ve F10CIA CONyg111plAL PRM$ ROC. �yy '� e 'f'NN�h ]rb EXPCOFD RAFTER TAIL 1] 81SE Am MAORIS PEN EIG � 35 — R-]] ICI CINEMA NOULATIQI a � y�� ;�i CQNYI3NTIONAL RCLF - MO VPIIILATIQI REWIRED) >J 9 YYEiF S 'f 81S AND MAI PER ENG. BEAD wO -m- 35 R-]] ICTIENE MlLLATIQ! � � I� 6 k, �] I�TTNB�E�WIRCD) TG FMIBH NI VtTTILAl RENAMED)ED) STTIMAN "ONE, METAL 1I a d �y y ) 6' UD.FPoEIE 90 IIIFELTdTM^ BiR)CTRCL �• S4rAll ��t DTAFIDING SEP a go o TMG£ c/ f / Y UD. FRIElE W/ PI. q4 N HALT . G' OG. MNU e/ OA. BIEATHINS u/ RT41Po a Al r nttDMG OR 90 RXF FELT ON tM" BTR)CNRAL OH. j� �' p ]�-O� BIEAINMS W RT0.1Po Air i 1 METAL BTRAPPMG . Al a -FETAL BtRMPMG . EA ]x LINSUX.I. Jd010 R/FTER !SPRITS PoMi PAPIER MEANING, PoMt V.>,. Nm C0.LAR T28 IP R ENI 616 ( TYPE BY ENI META � L aTPA RAM 0 ! SIZE . TTP£ ®T ENSTt 6H' GYP. W. Q! CLG'B (TTP) M / RAFTER EEARM PoMT TK EXPOSED RAFTER TAIL -ObTGH FTTKN LR _ BITf . TTFE BT EN±R ""' (])]rb N010.YP. Tq• FLAtEO BPECTIB ORACKEM ` 'tS- - ]xi EXPJOEp RAFTER TAIL ``�'^sLx ALU'1M11 EAPPE p IP R-1E ELfMCT MYILgTKN � ; —ALIHIN01 SAYE GRIP P.T. LG NAILER U £`:t P.T. W NAILER B/0• GYP 111 d 412Y (TTP) y" RAP g 'Z E,Y" GYP, W. ON 4G'B (tYP) y° RMIW ]BOLT PERE KATE —BEAD BI SR- yI TG MAIL g Y (3) ]xb N'J3 B.AP. TGP PLATES TEEGAD BARD -CR- CLNC.LMTEL PER END, — 0' M. FRIEZE rvlx: C RATE TO 81 STRAP . ( )0111 {y� 6' LLO.TRIBE 8• YD.N15 W d Qr GTP. BD. W WALLS (TTP)---------- NOTE: 1IJEET Nd MIX R FERMIR-R ELANCET ANDL0° WD. FRIETE W ATM MCLDM SF E0R IJ APPROX 1E" O ALLOW nGLDING CDR TE' B IIIN's To RIEH - I w`xI I TK 8TID8 P W oL. CUT vertu Cl'TL. EELDILL Vlxl lrs^ TVRtlItl . W oL c/ 6 TTVEIc orz Emu pRAM.IC£ PLaE d 1HREApED RCD STATEN 1�1/t�kE1n'DRMIdtoIN/G . le^ oL. o/ TTVEK GR EWK DRAMAGE RAF! d, a IER� 'xl VI. A E.OG d A�LL�iy'MD��DNR AA'1 1n^ eTR)cIURAL wEATNM I. TYYEK CR E1LLal DPAMKaE RIME d E IBE INJIT LLED LIGNt FB(IllT�O, EI V ]xb W2 PYP. EOYtGH RA L1]' 9TIRICNRAL WEATNM (�E` W AND 3M R TR TO EE IN0T4LED OYER KCGJN3) Vt" GTP. W. dN WALLA <l1P) ALL WNOLW NID CQ^R 1RIM, 'N I!I' 6TP. W. GN ILLLLLB (TTP) GNDIEbd ASID >tl 0.CCRH I INE DI T LLED (LIGHT FIXIINEB.Ei@, ALL YMpLIY ANp p0.'R TRIM, To REtALLEp orER ECOWAS) T 1 Im RMM z STD, FRESE, LGHT FIXTURES. ETC. V-2' MoIXIM SYSTEM WIGGED iLK.R TRIBIE6 lb EE NBTALLED OYER mIx1:W3) 4I 4' O u RIGID RAYL. (PER MNYFACiVER'6 BPEC'E) ]rb 81!98 . lig OL DIDIR Y4" TO PL U p e NEW.PER EI � 3PP, PP . E3W 1 - SI To RCGR STRAP METIBI¢ASg B1RIP AT ( ..: WOOD R2AlTE / Cf ILL NMCTIA ba, NO3 B.YP. ANI RATE P.T. M ]xb LEpGER II (ECIT AS RIWIRED) I'-4' ILGVR SYSTEM! f' i;'.:. Ero• GIT. W. oN CLG'9 IOPEIRUE GEd R�R.OR TF3)BBEe (MR MMVl4ClwRR9 MF.C'Sa d R-R ELAN&PET INYILATILN (pER MA3FA(TI�R'D OPECY) INDER 3/{' TO RTYbCD LE HIDER 3/4• TO Ry1�0�u1 ��� YIEFLQ%R (GLUED AND SCIQW9) 6jT a+ BOLTIPER SATE _7 &1�LGCR (�JEp -' T-'-") In" "ATNM R-]] IGTNETE NWILAtIGN —VS' SIIATHM m ; [OTIC LMEL FER QL' P.T. 2x81 RAIN PT. ]M, PLAIN ji 6}'1 / P.T. W, RIPED TO SimVA PIlV�, —P.T. II RIPPED To 81E / •• m C x RD�N MOLOM H ..x `. k _ -_� FYIMOLDM '$ z Y v v4 + 16 Y _ ') ax MD 311-4 2XI S� A� •• Ik F.T. ]xl0 P.T. 3x49 a y > FLANIM TK]2D PHI PLAMIMG WI U6lR ;415 iTIR)C v4Pge STARER tl 'I I PVIX VAPOR EARNER W MEMBRANE sl IAP — MEMBRANE S1RIP w mmt x DELI 81�M o/ R-]] ICYIETIE MYILATICN -- - Am- TYPE X GTP. W. LN COG'S � 1 Rrsxl w" RERtlM . r• oc e/ FLASHMG JOIST / TS16D HMl4ERD FLA8NIN5 . 1 ATYPPEI OR E1YK DRAINAGE RIME e/ BH' TTPE X GTP. Ep. d (;LOM d'Yb1H ODM REIIF.PER ENG P.T. ]x8 PLATE -- CCTlG LINTEL -TIE M JAWli'kK' (SGOT M REWIRED) M' E#'ANI JOMT — V)• EXPANSION JOINT CONC. dE'PCRI COLU•NB CQIC. LNTEL -TIE M WIN IS"xIW" EP EREPARR AND IS1tY' CQC.YIPLTR SI EREPAI AND 0 IA" GTP. III oN WALLA, (TYP LQIG. YFFGRT f/JLY'IN4 ELASTd'EPoC BEA ANT C.LIG'NB EETC.IIJ ALAI SEALANT 1 In. REMAINS mmmmi 16•1COTIC. d1TLlR f _ S III NEPAL. COLIfNB ILII Ip n*I61 9 9 T N P.T. []) MINER �. AD /B (BOLT 4B WIRED) S" CMJ AWAY EAMAI IAWAY l RBIEA4W WY U4YL EFEAK-PITA! W4LL y I'-4' ROVR SYBTII'1 it (PERYBGCEp 0.0.'R� NPIPPIPPIP (RR HMIFACTPQR6 SRC'8) J, IMJER 3/4' TO KTUI= N L0. (SOILED AND CCARUID) Y L$' NEAWM In' GYP W. ON w4LIS (TYP) I GYP. ED. CAN WALLS (TI M.T. b ,,FLAIR 1 I Irs• MRF I Irs- MINIMUM M.T. N0, RIFF£p 10 BITE m _ PHI noLOM Y MILD 911 PAMTED THIN MIIFE YEEER o/ —P4INTED THAN BRIDEA al o/ R.T. ]x6 HCRT4R BETTM E= d ISRTAR KPN3 XD o/ WIEIMG%£D Y CONC.— MORTAR SCIMENT o COAT e/ MORTAR SCRATCH COAT e/ R.T. h4S ET@pK-AWT SARINS SLAB EGTCM AGEIIT o/ EY.IpM fGlNi o/ WAIEPPMV. FM YILIERFRNFM TYPAWFILOSPV IUIIIQ WpER I'TyEI[ VAPOR DARSER !T• OTP. W. ON COG'S •J mtI ER4VE STRIP LNDER IM3' NAI 1413' NAYS R-E ELANNET MWLATICON MLASNMG "ST / TRANS NAY+ERO N33' NAVD 1493' NAvp c FRL GR4DE VARIED AT 3ARA E FM I&I VARIED AT GARAGEi ewc. LMRL PEIe lRa. LouEeT umm A+p NKaVEeT IBnm NAw ` \ /A/ A/ /A/ , LwmT uLm' AD Nra4Cet rSm' ww Q �\�%_ •j (� �\DTE RSAND !III 9 - - T /; P THi« BAVD Ecrp BETWEEN �� �'/ I � .5. / CREAA2R LAYER M-BE1Y@I 1 GRADE EEA"1 AND CREAK-ALLAY MLGACTID T V)!IE'IIT!V y fFADE EEAH AND ErENC-AYOY OLAB TAD'PILY/ / PITTE F PICA i i coNc. cwnpc Donn \/ i _ _ to II�' NAW / /J r. � � 1190• NAw / / ' - �I li r 16' WAR ADe PIL ' EOTTLI'16 AN PILE LAP IS" AGERCIDI PILMGD - 7 K BOiTd'16 PLLE P ' ID' AGER 1401 PILM66 Ju -.�', � �' x! "D" (STRIDmR.>L) weero i Sze ro" reTR)nuaA.)&WI 1L RAMMED TWIN UP VEIEER e/ FCR AppITGM/L RF1: R1ATid � iGR AppItIGNAL EHXHATION Q99< y TIpRTA¢ DCFATCH COAT o/ IL EM.DM K¢NT o/ V a � I IWfIETEAC6M � Z ER ENI EXTERIOR WALL DETAIL AT EXTERIOR WALL DETAIL AT Vi• GYP. BD. ON YMLLD (TTP) , GARAQE HOUSE CANTILEVER GARAGE DOUSE i��' 1 0' RlR31NG n SCALE: 3/4" . "-0" SCALE: 3/4" . I'-0' —1 ,r" RIGID M3UL ITT,ILI ((�o\�[ CD Fn CD ?'''+ D• emlcnAA. ccNc. OCAS iD33' NAw '�' DRQ �' KE6/I c1tG� ar. PAPGRnDe 109m' NAw ADDITIONAL NOTE& H/10/II 7 /411.GR/LE ElA1 o T{ffeE PLANS ARE DE&IwEo TO EE M cGIPLIANI WITH THE /� \/ ,/ y f ft �� - H 1 / W" NY+IAt :ADT PILR133 FLORID ADH MISTRAPI �!P, ISN D]B-33W1 DGALE• a _ AS NOTED / �� / / / ��// \� • /� 8EE 'D• relRGTUf W.) MEETS ]) N ACG ANI WITH �CTIM D,A`6I/AP 1-02 KNEv 41HS / '\ ��/V�. / V� V// ' R'pE Mprc1LNAL RFGY01AT1W 9n M, Ill�,ff9�SiodWI1H rIJE)YII�I�LoopsGIATED \l��jAA A' /A��/�//' NOTE: WITH A MINI DAP WIND SHED GF Rm nPu NNEERE fiTO Ad CgOM SAE 6EE SELECTED EXTERIORWA D TAIL AT MAY OVEETAVL AND THEIR WE MwRAEv INTO TUE DESIGN gDRRIDN¢ . DNE NO. MAIN HOUSE FGR ET TI URAL AND ENIBIN INR aPEIMJM P INI3 IN ALLORDAELI WITH SECTION D pF THE MROPoMATION, REFER S ENGINEERING "HMIMJN vE81GN LOAC9 FOR DJLLv1NGs AND Ot6ER SCALE: N . I'-m' S4ffET8. 51PAW TMNEW MENIIaNED M NOTE ]. /tel l STANDING BEM FIETAL ROOF o/ { , 3.011 P!. Ixt NALLIRS • IY' = T!" e/ _ S �� OH9. R TIT W l/Y" 811CCIYPAL -- 11 Ag SMATNM u/ MYOLIPS IIIc y e x ALIHMM EAYE ORP TTIAGAL !! F OR RIVMN }91 4�[ Tt � � P.T. F6 WNLER GP. BOARD OVIR CHNIEL 0.6%ING 1 r } 23 IIIC ]xb FASCIA 3x 9TUD WALL (TYPJ EM. FINISH UDDER WILOSG PAPlR r 'lN ��� rl °Y S ]xb EkPUED RNRR TAIL ( WILOMG LAArN 1 yy CONVENTIONAL Nes Me ROLL S.YP. 3x 00LE PLT SITE MO SPACING PER NNS - BEAD BOARD -OR- BTIEATHN K co T. A NA � lgfir iF R3] NOTICE M ATLN rKa FINISH 91ffi-FLLV' R "• r,. NO, YENNLATILN REMMD) i• UD. RIEIE ENGINLLOOD ! grtl fHt - - 3 RIPtl b' OD. IS w/ STS11I R yy r P{f i MOLDNG 8T8TEM. ✓" 6� i3r� a;GI e 1 WD*TE RAFTERFETAL MARIMi . NT -_ AND OCLLM TIES FEIN ENG RAPIER DCAIBW' POINT �� C••- lI b 0 bA' GYP. SO. ON 4GY (TTP) &3E a 1YP! BY SISI! MM i" OVERLAP R.ASANS I'LLIs- WIDE cONT. LL 0.6701 I FTFYM OR Gi VAF'GR TO SIDE 6 k4 ( " . (]) T i III &YP. TOP PLAINS BFEO116 BRA4.T2T8PADEOPROOF GYP. BD. CLG. DARiIER S4EAIHING SISTALLED NOTE, MEET 3W FLOOR FERIFETER 2x MARENCII (T'PJ EM. FINISH PRIOR To ROOF R-I! WPNCET NRILATION STUDS APIOROCc y TO ALLQU W/ ANCHOR BCL 8 FELT . Rccl [J FOR W3• SNEATHI TO R ANNI nA£ONART WALL OUT WTN CML. BELau z G P. BOARD z ROOF TO WALL FLASHING FLASHING TRANSITIONFROM (RDOFSLOFEPARAL0. TOWAL) MASONRY WALL TO 8aA E: a P VJ' GIT. W, ON WPLLS (TYP) �_ f 'db 8111D8 li• 04 FLAZOMG N OHM RKHMi STUD FRAME WALL o TREADED ROD BYBIEM SCALE: NIA. — — TITICK EMERCR FMIW ]N FD] &YP.BOTTOI PLA --- - ' F waA ROTATE AND IM)'STS FACE OF b1EATHIN3 v P.T. 0)]x10 LEP9lR BD. Mi£RE OW P RAILS OF A (BOLT AS RECdllf£D) I (m ALLOW MORE PI OFA {' CJ. 'T' BW FLASHM3 J (IW .m) OR MORE DN4'L OPEN BTB1%. CPVERE (TYPJ INSTALLED IRmaRIOR rO 'G (MR Y!M!D ROGR ALbES . UNDER PAPER BAGC d/ yi (FEE V4 1.1IFt SFEC'B) 1'E14 LATH UNDER YA' TU PLTWXIJ (fiIED AIID 2GTEYEO) V L FEYBRNSE CON IH" �tin m u� JAI vAci B(YFrm a xwaPUL w'roa.Doom. CONI. PI M4— Vl u 3/4' FLTWdD PEI (TTP) HELL PLANNING S` SLOPE CEOC 461lO'D. lma rm.emRr T4RNIy MSOF PUDO FELT A Vol W P.T. rxl• VRyR,ae TxPvxm OF TO FELT . } ." r PRIOR ro RMbD � Q � = iLASHMG - FAllx CEM'IB FNM JOOT TAIL R]DF1NG � R10JrNl 610M3 S/S• GYP.BD. W OLGro '` y (y�S' R-ro BLANCEr 1NS1LArK.l1 - ]xw ROV' R JOINTS IN w 6 I'D1E. dl BRAOKETBBEMO. N0 TAPER r0 ExIEROR m an 2x0 P.T. TLP RATE JOIST TAILp AT BaLLLNIES AFE FAIM EOLT PER ENG. NON pecIc STRAcrum 16 F TO GE Cgry}ILIYIRED Alp ENCLOSED x : T w aMId ROOF TO WALL FLASHING z "... (ROOF SLOPE MEETS WALL) > acEOS DRW. 0f0/ AEo/ RAILING DETAIL - b' SIF r YiLE. NTp �xM. Poe wo AFI - (NOTE: TW AND 3rd FLOOPS '11II VALLET Q L L wNDOW AND DOOR TRS, V TO SITS iREIE. LIWTFIx111IES. ETG w. GTP. W. d WALLS (TTP) 10 BE IWINIEO OVER WACME) I N' FUI6NY+ RIGID IIAUL. 5 'Y i I S RASXIHG S OIiR FLq&iRG CE 1 WATER SHIELD S1RIP FLASHI L y, ) ay,ggS P.T.(]) ]x10 LEOCER BD. - 'V WOOD RAILMG AND FOSTS j (BOLT AS REWIRED) INTER H IATE RAILS SNLL t f 1 I'm Im)OR FIRE PIAN, At' P-4' FLOOR SYSTR1 V SPHEIE (TTP) DPlNY6DCD RDpI TdMlS VALLEY FLASHING rRR nAVFACTMERO SEEDS) IfDER 9/A" tU PLTUDOD w I NlFLOOR (GWED AND SCf£vED> V � WL<EM F8':MMME ON Vt" C�OxLIW1'MB�EE � ecALE� 3• , 1'-0• ' HNCDIE BAOCER BOAFp e/ I 16' EXP. JOINT G �, SLDF£ DEIX AB RECD. 9/t' PLYWX9 DICK (TTP) _ -. .. . kV P.T. I•xl" IEClM W ' a FLASHAp NM' ,FdYED 4" ClMc RMAKI-AWAY GARAGE ALARFNIW FAllk Jd6T TAIL [EIII1119IN FINISHR70IDCEERKJS µgyp PAYEM 0/ d IEsINtROTCD(!K® SNLBiRATE ETLiLE�R � N ¢¢$� b/B" GTP. BO.d CW'0 f/)NC. BEN-IS BEYOND {6C' NAYD g, RIM BLauT MEULATw , � ,,�� JOIST / TRIM HANGERS pdBMER A �A V T THIOL SAD elci W DEOG 1 UTG. LMIEL FEIN ENG �� /I �' �j/ NE,G'ER LATER M-BETWEEII PPoOF TO . ftliADE BEM AND BIEAK-ALWAY SLAB PLC OR FINISH Q V4' RAPIDS BD/Vp e 7 I _ FTIFOK C � , FINISH 0 ' SPITIS GRACKETB /A P . A DCCKDCCK FM \ A A` p &KVTH a1DMGTr K All'#R CABs PILK'-0 ME •S• rbTRINRAU SWEETS FOR ADDITIONAL MIO1 1 1 GR I 1Q Q PASTED THIN BRICK sEF®! 0/ N BOJ SF LD 1IIORTA CONDIRSATIRIC �D o, BALCONY FLASHING � LL F ORTAR BCRATCN COAT o/ SLIDING AGQITa TU DOWN m GA VI r wATERPRDGFMG RN RAGE DOOR obi [~ f 4 ' SCALE: 3" . I'-0° . T I �ZH y cPlll OOALE: 3/4" . V-0• J 4 4 Z ,r k MW. PIER III 1rs• GTP. m.ON WALLS (TYP) I, " IN- PUPIR G IL . J z � Q n 4 { RIGID MEAL. 4 lu F b' SIRICTURAL COIL. SLAB PA [Jill 1133' N4VD CAMILEYE2D OONC.SLAB st \ ;\ � iN DEAPNmO b.10 N w •.s � �i A FM GRADE Iazm' Naw acacra mA w v } 6 -`/\\ X\ eaNTLLEVEIED eche.GRADE xM eErrn'D ADDITIONAL �Q�6L 8/10/I . \/ / A�/�\ F / / \//`�/ //� BTEICIWL) &EEtB E) THE MAN WIND ARE DESIGi+En TO BE M ccnFUANCE wlTu THE 1 7 A �A/A iA� i f 7 f y HERE PL.wO TANDARDB ESTAOLI&IED IN MOTION 6]B-33EBT BOALBA - f - --------------------- zFLORIDAnDMIwBm¢AnvE cove AB NOTED i i r R r _ —_ P 4'lH3 ryD FORCE ra£61STMG SY TAMS AM DESIWED _ M ACCORDMICE WrtH RECTION U ANS I!, AN VO] 'nRW:ImW I OE To LOADS FOR E W INLO AND OTHER BTRIDm iNiI TO WITHSTAND HIE WI Loaos abbociareD I I FOR ADDITIONAL IHT!'14THM WITH 4 MINMIM BARK WIND SPEED CP UB EN EXTERIORWALL D TAI AT ENGINEERSIDE 8LIJRAL GTAILS. 3) TRE TILER NENTS aNnc TEDIIN uaTL BEEN AVID MAY OVERRIDE SHOLLN DETAILS. AND THEIR USE I % ACCOEATED INTO THE DE&GN OF Dw w, ' Fv. FOR 14TIO IRE AND ENGINEER BPFCPICATpJS Pe AeeORD MI WITH ,ACTION b of THF MAIN HOUSE CANTILEVER BALCONIES MFO@1ATION, REFER TO ENGINEERI T11NMUM DESIGN Loave FOR WILOINGe AND oT1ER SCALE: 3/4" • 1--0' SHEETS. sTIRICnREO MEN41ONED IN NOTE I. - ,416 GP I q SwI6LWYI1�lYSLA 'uAhr 4{LnbRLFY�IdRIXmS'A4iPEflb�WAAYNaU .�: ,1aW4 r. ' .'.. :.: -. .. ikii OR PURELY - GI pI GAL LEGEND r) LF ED O THE SIDSE6HWOF L�� OUBJECT PROPERTY PE R AND INTENSITY. �SPEC¢IFICATIONB PRICE SMR14RIE9 AND CHNYE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN V ALL OUTLETS1N BEDR00'I TO BE 'AFI!'. THE USE 614RKWrS IS STRONGLY PINCOURKI AND IN MOST CASES THE PURPOSE OF THIS PLAN 1% TO OBTAIN AN ELECTRICAL FER'IIT. FIXN,ffB SWITCH LOCATIONS, B4 Use DUPLEX RCPT_ 0 THERMOSTAT CANNOT BE APPROVED. Mli RECEPTACLE LOCATIONS SHOW W THIS PLAN MAT BE MACCYMTE DILE r0 FRPhING OR x) ALL EXTERIOR WTLETA TO BE "GEJ " A O PUSH 111 5) HIGH INTENSITY LGHTMG, RICH AS THAT PROPOSED FOR ROADWAYS SHALL MECHANICAL CONFLICTS, 617 IC NDITIWa, Mli BUILDING CODE FREDIIIRREM INTS 9 �p NUMBER INDICATES HLT. AFF. 3) ALL ELECTRI WIRING TO BE M OX0 GHII'ES UTILIZE 9 ISIILDED LOW PRESSURE SODIUM LAMPS THE NUMBER OF FIXTURES THE PURCHASER WILL DO AN e Ilan SHALL BE HEFT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED ELECTRICAL WALK THE P WITH THE PIPJ' JECi MANAGER DURING ACCORDANCE WITH ARTICLE 89 W KPATOA t I TGV I BIDE SWITCHED O SPEAKER RECEPTACLES THIS WALK THSROUGH WILL ACCORDANCE IDENTIFY THE WITH LOCAL ENIL LOCATIONS 6 E VVV �' g�9 i{t4E �- �, - INA ACE OFR SUCH THAT THE FLINT SIZE PR MI LIGHT OR ANY REFLECTI VE TM. ISSUED BY THE EXEC ICIgVB, IN NY-0RpANCE WITH LOCAL WILDING CODES. AT THIS 4) ELECTRICAL IN9TALLbRIW TO FEET THE ®w YEATHER PROOF CUTLET © I�� PANNE SURFACE CV THE FIXJTRE I6 NOT NBIBLE FROM ANT POINT W THE NESTMCa TIME. 9ELECTIYE LIGHT FIXN S, PHONE MID rV JACIKB WILL BE DETER'IINED BT THE REOUIREMENTS LF 141E x@A5 NEG j II BEACH. PJFCHASER AS To tHE PRERRE. D LOCATIONS S) WLT LOW INTENSITY LIGHTSG SHALL BE UTILIZED M PARKRG NEAR THAT ❑ 1t g g F dl ® IG RO.'1! g1RET ® Vd.IfE CONTROL III y p m ICV INLET ON GIiYAID � ^ ARE V ON A FROMEASE NII POINT W THE NESTINSOURCMa BEACH. THIS HIGHER THAN AT THE gl IRP FWLY CIRCUIT }F TOW MY bJpTCN S CW BET ON A BASE WHICH RAISES THE BGIFLE W LKdtt NO HKWER THAN all �9 NON OUTLET 1 POMr SOURI O T OR ANY REF POSITIONED LMi SURFACE OFETHE LIGHT T PIXNFFE F][1i m iHIBE W4T P1NTW sura- IS NOT VISILE FROM ANY POINT ON THE TESTING BEACH. THE LIGHT P taro GpppCE pN' R gaEN:R ♦ EMANATING (FROM SLOW FIXTURES MAY NOT DIRECTLY O2 INDIRECTLY ®1 1 FGR WAY SWITCH 1) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE FHE NESTRG BEACH 11c DEDICATED WRET ID RGFERR OR IN ANY LOCATION VISIBLE FROM THE HEI BEACH 10) PARKING L&T8 AND ROADWAYS, INCLUDING ANT PAVED OR UNPAVED AffA 1 SWATCH u/ DIMER x) LIWra POSITIONED SEAWARD) OF THE LdIpWAID TOE OF THE CONE ARE UPON WHICHI MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIMED OR Q UNCTION BOX 1/ PROHIBITED, PONTIOUI SACH THAT %SROJLAR HEADLISHIS DO NOT CAST LIGHT TOWARD Q Wi EXHNUST FAN Ir SWITCH M DKM2 JAMES 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE OR ONTO THE NESTING BEACH. HEWER NATIVE DANE VEGETATION, AND%oR (� MUST NOT BE YISM E FROM ANY PONT ON THE NESTING BEACH OTHER GRdWI'm-LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS p1LINE EXHWBT FAH-LIST MOTION MISOR SWITCH ILLMIMATIW OF ANY AREA OF THE NEBTI NIS BEACH, EITHER THROUGH DIRECT OBJECTIVE 'Z H LJ' ILLMIINATW, REFLECTIVE ILLUMINATION CR CIHJLATIVE ILLUMINATION IB 11) DURING fANBTRUGTION, TEMPORARY SECURITY LIGMING DURING THE MAIN J 1[1L I$ E%H4LST FAN-LKROOK DISI4T PROHIBITED. PORUS C4 THE MARINE TURTLE NESTING SEASLII (MAY I-CCTOMER 31) q I71019TIE PROOF) 0 CEILING FAN PFE-WISE 5 ITL ♦) ta1PLETELR SIEILDED DOJNLLHM WTI SED INTERIOR REFLECTIVE IS AL-L EM CTT- TED TO FILE FI IF ABSOLUTELY NECESSARY, THESE LIGHTS CEILN3 MTD LIST FLO'D LG41T APPROPRIATELY ARE SH ERffD. 4L F6:POSEp FIMUF¢_S SHALL BE SHALL BE LHIOMPD TO ME FEWEST MPRER NECEBBARi. BEGIRITT LIWTB FEE, SM RI LOS MO LOUVERED ANTU/GR HCEY£O, SHALL BE f.EX'PLETELY SHIELDED AND LOW-MOUNTED. LOW RESSRE e _ WALL MD LICaIR 5) FIXTURES SMALL IX LOW, Olk LIMALLMTHROUGH TS. USE CP LOW BOLLARDS, SODIUM ZED, UNDER CR LOW WAREN YELLOW SEL TYPE BULBS SHALL pr, CEIL W3 FAN GROUND LEVEL ED FOR HE LOU MC) IDE OF IN UTILIZED, WIDER NO ANY M TA OF T SHAWL NES THESE LIGHTS DIRECTLY OR RECESCED LG4IT 6) LIGHTS PROPOSED FOR THE SEAWARD LODE OF THE SUSHI SODIU FPOPERtt INDIRECTLY ILLUMINATE ANY ArEa O THE NEaTNG BEACH RECB4ED EYEBALL MOST INCORPORATE EITHER SHIELDED LOU PRESSURE 3DDIIf1 LN'1P4 OR Ix) D£P F£I[COT SHALL OVERRIDE ANT FIEOIIF&T1ENT AS CONT AINED IN [ � CEILRG FANLLICWT LOW WATTK£ (In, BSW OR LEBBJ "SYS OYES SULBB. THERE GUIDELINES. PIC.OF LIGHT MOONED 181UFE /�� //�� /�. - 1'LL' TRACK LIGHT WALL SCONCE TELEPHONE OUTLET ® PMEL F TELEPHONE MODEM LIM m TUI WE w 1 BOOR OUTLET ❑ 8 CABLE N OUTLET x' X 9' 0.WR FlXTIITE EDA STORE/ c4RBW MONDRoll z P5 DETECTOR G' F 4- FLUOR. FIXTURE LAO CSD:] CSD.3 AL.Yd1 KEYPAD POOL EOUIP. ti aT eEcwTr cArs1RA F� Tux Lank O �m -- ^---�, r1 SII♦ CNNIDTEI6ANLank -==q UHDEFGOMER LKWTI1I I1© © 3 �_ I1I II 11 rT- � IrrrT-,i v sts,Vmmumi ' r __ V�N 'b __ ' GARAGE / � r , r ? III JI+)III � �- - I _.I \`I tµ�_ \\ CANT BALCONY I' B ..0 mss ' f - / W �- 2 I _ � I _ II ABOVE II Qi I� II E CIA M P`Js sTEPDOUM - i O FEtii AND n .. ,-..I iTEH IG ll -r ----- 11 I\ IL PANy\ ,ttul 18 IW Ly ® � R� I I Bx' F /i / BEAD I M , _ 1� (tr ` R T +I- i I I ------------- Nf � / � Oxy 1 11 Ir411 M1A IIS _____ 1 _1e1 _„� ./ 1 \/ SI II T- BH:PNELB,tELH 111 / / ICEI^\pACADLEIPM6L8 I MAKER 1I \ I / I � I WyJI i /� �yIT- 1M GI- o CEILo in 1 ��OP F 333 _ S Jpi \ \ BHCLERV 1PLUS l I AIT___ _ HALL \ I ! I Ry T 5 1 r- III PL 5 STEL IN IE'LLH 9� \\ 9' 0 CEIL s ♦ y \ ` 9 0 CEIL if I -; FOY -r I'M AVy: �`yy A I_II / SFA NAM HOUSE __ I' EOH. UP 6T9R / x ® g'_O• CEIL. 4- ,p IS BWS'� rm SWITCH Sao. ♦ _E' CTU€ ST , AWl-1 _ _—__-__ ' ® __ Inl TO SIIITCN . I C , / WPI R I / 0” CEIL T / mR ENiR71CPT, UTALL / \ IL 1- 6aoeI�J L N Auux x THEi OVER D. LANAIFaN 36 GRILLN 1 5x' FAN FLUB 5 EPDOUN W/ uCOp h'AVERB c/ BLAB 1 1 Y� " CEIL VA �� V 1 � 3 T II I II ICI � RS I � / II .. . __ r 4 1 _ ❑ _ _ _ _ _ o } J vH IN - 1 -- __ / I —OTT / _____ GLIM SHELF _ _ i`•` I 0 \CEI A �_ [ TO LNLSCAPE LT6 /aHCu£n fill li I I : I i I 11 1 If I BARYON 30' r ` J _ _ F T+ _ _ .. J R IR 7 _ __ ——— L . -� . C FUS _ _ - Cll TFC HoT TUB POOL } i •ter +I' ____ m i' � _� = r II�TII 0E URH � I I I Bx BF PDDL a r- pi wER TUI NT T ___ _ -- T(�wFT . • 1lw - __ -------J uP I . . KwAY PLA ER Pa�,ER9 6 SU6ST TE m"P) OO TO OR FDL R > - - ❑ --- - - El - LLQ! .. 9 `� ' F I RST FLOOR 3ELECTRICAL BLAIN < � � o I_UTRON RadicRA 2 w/iPAD INTERFACE TO BE USED. uLL ELECTRICIANS TO RUN WIRING AND PLACE SWITCHES PER LUTRONIS RECOMMENDATIONS Z H X ZQo Jm � 8 Q B(agLi IIR-NC ITEPLGHT EACH FIXIUIEPli TOTAL R O TYPE -DA SER L£D. POIU'R balUM MONTRG HEIGHT � III LHI IMEACHI BOND FIRM) OVUM _ LED, WALL mouw -� -1 =STEP, AICONNBDEKHITIGT -3TJ-- (P6 O L ABE)R LED F'OBr HPIIi xA- •k e Q li 11 ®01M SNC BTEPPL aHT G09 MRZD (634 LM£NSR LED WALL MOUNT ]< L 01RF NC 9TEPLGNT 3 1020 " Sem ORww x' IGBu/DH/BV _e 6 - x- - hJ41Pb-pac NiBER LED. ILLALL MOUNT U e Q 5EACH6IDE LIGHTING W-JXWIP6-DAC AMBER LED. POST MOUNT Ix" - - LIQ MI L L-OUP-C STEPLIGHT 1322 MOO (0634 LUMENS) T L-013E-C STEPLGHT 1 Ii MICA (1634 LWEN9) BEACH9IDE LaHTMG G4-JgyHpy-DAc q^1EER LED POST MOUNT 6" e OBEACHSDE LISTING 3 W-YXWIP6-DAC A`1BER LED. POST MOUNT Ix" 14DDITIdSA� IJ 9 3 V THEME PLANE ARE DESIGNED TO TI IN COMPLIANCE WITH THE L-01P I ST LIGHTAT I G♦- STANDARDS ESTABLEH¢D M SECTION bx8-33091 BDAL6 _ -pac AMBER LES. Poor nwlr 1r' MCO (1634 ILUMNI L EDRF-C STOPLIGHT _ _ WINE ft EDEA 56n QILIIJy MOUNT T ®gym"- 3)FLLRICO ADMICE WITH VVI TION n O SPJ LIGMMG 16., x) THE MAIN JIND FORCE W91STRYa SYSTEMS ARE DESA HPJpS-_mx 1E L MNINNUMDAN G WITH 04IF R UJ AN91 AN YT 4-183 Q HALO - P "MININ TUR DESIGN[ LOADS FORE WIND LO AND OTHER HxIICAT 3 AOL WITH A MINIM TO WITHSTAND PE WIND LOADS A99CCIAlED rN Q HALO I PA WITH A HMIMA'I BARIC WIND BREED OF 120 MPH. �f THE COMPONENTS MID CLADDING HAVE BEEN SELECTED 4211OAr x 140L t .y HALO IP 30 AMER LED, W3564 CEILING MOUNT S'-10" AND THEIR USE INCL VEFVTED AINTO THE DESIGN AND VIVO . HGlIGAr 140 LWMEN$ WAYWARD I HATyyA� MV-x YW LED. BLESSED WALL I'- SPECIFICATIONS IN ADS, FOR BUI WITH SECTION 6 R THE u © fd.LRWIC LED WA 3 FIXED 6°OOL AND STRUCTURES"THINISTUM MENTIONED FOR BTE2. GS AND OTHER 9F29Xf81_ED 2% Litlem`SACRA (ffp) OF FROM BTM CP POOL A19 SPA ST81CNff5" MENTIWEd IN NOTE x. OF POOL AND BPA J.(� 1yI V1F lel l I W I I ELECTRICAL LEGEND NNOT V LIGHTS FOR aSAWA IC SIPS 0NT O ARI RNFOSEB AND. NBE IIBED ON THE SWA C, SD SIDE OF THE SUBJECT FpOPcRrt AND I IF SITU. �D f#cIFIGATON6, PRICE SUMMARIES, ARD CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN S y FOR THE LfNDYWRD BIDE SHALL BE LIMITED M NIHBER AND INtENBRT I) ALL OJTLEIO IN BEDROOM TO BE 'AFl". 1la THE UBE Gf WII&GHT3 IS STISONI OISCWRKaEp AND M MOST CASEB THE P.ARPOSE OF THIS PI 18 TO OBTAIN AN ELECTRICAL IIER'IR PIMIIRES, SWITCH LOCATIONS, I Ja !d IIP/ WfiE : RCIM. 0 TVER'KIBTAT CANNOT BE AFWRDVED. AND rgCEPTACLE LOCATIONS MCy],1 ON THIS PLAN MAY BE INACCURATE DIE TO Ri/+HMG OR ]) ALL EXTERIOR OUTLETS TO SE IGFI". O WBH GURW 0) HKd INTENSITY LIGHTING, INCH AS THAT PROPOSED FCR ROADWAYS SHALL MECHANICAL CQ♦FLICTB, BILE CONDITIONS,ANp/C2 BUILDING CODE REMIRISMIENTS j '• NA1E•R MICATEO HGt. AFF. 3) ALL ELECTRICAL WIRING 90 BE IN �t Qp IXUJ CYNPEB UTILIZE BHINI T LOW FfESMU;E WALL THE NNSER L4 FIXTURES THE WFGHA9ER WILL DO AN EL _ A» B W WILL L UMLK THRHE WITH THE F1¢OJEci MANAGER DURIK9 ACCORDANCE WITH ARTICLE am OF APPA TmA }� SHALL BE KEP1T TO A MINIMUM AND &NIL BE PIXaITGNEp AND) HCNtED CONBTiyCTld1 THIS LL14LK i RI N IV.Y I BIDE SWITCHED • BPEA.RR ui {- INA MANNER BWCH THAT THE FONT SOURCE CG LIGHT CR ANY RERECTIYE TROWGH WILL IDENTIFY THE WITH LOEWTMED UNG CO E 64) ELECTRICAL INSTALLATION TO MEET THE • g R£¢SELISC 4 LITHE E ITIMMI , IDN H M ADWJAI WITH ME DIE BUILDING CAPES. dT iN13 0 MrERCOY PAWEL. yJ6ACE 6 THk PI%UTRE 19 NDT VISIBLE F,ROI•I 6VY POINT W THE NESTK3 TR1E SELECTIVE LIGHT FFRMSMt E1C LO AVP N JACAB WILL BE DETER'TINED 0Y THE �WIREHwM GP THE ]•mb NEC E.-10MOAdY.F CUTLET 0 MTERCd1 PANEL ON AisELF BNBE WIHICH TRIBES THE '$.TITLE 6 IN PA KI GUINEA THAM 4B NRCHASER A9 To THE PFBFEPofpp LOCATIONS !!! Iaf Ij;CALL �1J I ® 14'0 RCLR CUTLET • wYll`ff CONTROL " 9) ANL ONLYARE LOWLIGHTING SHALL ME UTILIZED IN PARKING AANY INONT ON THE NESTNI BEACH, NIS ATINSTHAT �bb Ib yab 6l ALL SE INCISITIONED WHO SLIELDED WON WAT TWO e Il•r CUTLET } __. . . ._. _ _._ . . .._ _._Y.. - PONTHESd HT OR AYT R£RECTVE WFBACE OF THE LIGHT NXINff 9 9 •' ,• Taw (FAULT CCOCIITS GRGIIP } TWO WAIT SWITCH _ GoCWI AND H{B. e THREE WAY SWITCH gpd/U4 WOMC I VJ.IEW /J IIP]CI RV& IS NOT VISIBLE PROM ANT POINT ON THE NOSTING BEACH. THE LIGHT. N s Tow CVLadGE DOOR OFEIER EMANATING TiROPT BJCH PI ITUREa MAY NOT DORI OR INDIRECTLY ra FLYIR WAY SWITCH U LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE THE HOOTING BEACH, TR DEDICATED O.M_ETFRMPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH, 10) PARSING LOTS .AND ROADWAYS, INCLUDING ANY PAVED OR LLVPAVED AREA }a SWITCH W DA•IMER 21 LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOO OF THE PINE ARE UFVN WHICH M61MIMO VEHICLES WILL OPERATE SHLVLD BE DESIGNED OR © WNC IW MCI �) FRMHIBITED. PONTCTH NED BSSH AT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD Q SWINE IS Md18T FAN OWITCH N DQG'R JAMB 3) THE LIGHT SONECE OR MY FEFLECTI VE &IR°ACE OF TWO LIGHT FIXTURE OR ONTO THE N4EEMNG BEACH HEDGER, NATIYE PUKE YEGETATILN, ANDI (J I MUST NOT BE VISIBLE FRAY MY PONT LN TWO NESTING BEACH. OTHER GRCWd-LEVEL BARRIERS SUCI BE UTILISED TO MEET THIS m P lXW WBT FAN-LIGHT L MOTION SENSOR SWITCH ILLUMINATION L£ ANY AREA LF THE NESTING BEACH, EITHER THRMLL3H DIRECT OBJECTIVE. Iz �}L NAME EXHAUST �IN-LKWT-M011DIBTAT ILLUMINATION, REFLECTIVE ILWMMATION, OR CUMULAtIVE ILWMMATION IS 11) DURING CCNEMISICTION tEMPORARY SECURITY LKHTRG DURING TWO MAIN CEILNG FAN F16-NII! PR04151TED PORTON W THIS MARINE TURTLE NESTING SEASON (MAT 1-OCTOBER 31) q TC- (MDbtUIE FROJF) ® 4) COMRETELY SVBILDED OOINLIGI WITHOUT INTERIOR REFLECTIVE IS STRONGLY GIOCWRAGED. F ABSOLUTELY NECE804RY, THERE LIG To I 6 �' CEILING MTD LIGHT FLOOD LIGHT BUR ACES ARE PEEPER-aEp. ALL F%WOSEI> FIXTI ESS SHALL BE SHALL BE LIMITIOD TO THE FEWIEBT NUMBER`ECB66MY. SEOIR1r LIGM6 P AFFROPRIAtELT CHEILpED, LOUVERED, AND/gR RECESSED. SMALL BE COMPLETELY SHIELDED AND, LOW-MOUNTED. LOW PREM SO {N UWLL MTD LIGHT CENLNG FIN 5) FIXTIAgO SHALL BE LOW MONIED TXROIIGVI THE USE CF LOW BOLLARDS, BODIIBI VAPORd LAMPS OR LOW WATTAGE YELLOW "Sit 7rIoE BULB SMALL m //�♦/(�/\� GRCMD LEVEL RXTIII OR LOW WALL MW VTR. BE UTILIZED. (NYDER NO CIRCWIOTAVCEB SMALL THESE LIGHTS DIRECTLY OR FEME LIGHT 6) LIGHTS PROPOSED FOR TWO SEAWARD 610E OF THE SUBJECT AROMRrY INDIRECTLY ILLUMINATE AW AREA OF THE NESTING BEACH a y MUST MCOR'LRATE EITHER SHIELDED LOW FRESEURE SODIUM LA'1PS OR 1]) DEP. FER91T 61H4L OVERRIDE My A6 CONTAINED IN t R'_GEKEp EYEBLLL CEILRG FPNILIGHT LOW WAT LASE (1n, BOW OR LEBS) 'bY" TTF4: BULBS. THESE GUIDELINES, G ' D ReceeeED MOIanoost 9 a p DFIROOPLASHR TRA']C LIGHT WALL BLLNLE ♦ TELEFTKNE OUTLET m PArEL T V. F IELERMONE (MCO MLNE v m CAELE RIE N Rose mi CAELE ® LOO ] x 4 RLUCR R%NIS GT MCT MONOXIDE z ES 10• x 4' FLWOR. FIXIIIRE ALIR'I KETPAD d1 BECYRITr CNRRA s TUBE LIGHT r - T cuPNomelmwr LIGHT LIGHT r- -T r =1 W ISO WINE fA ]a" e _____ _ __ WINDOW - - - ®- -♦ SWINDOW EAT _ BEAT _ SEAT DEBC 1- �JI a01 i' 'fir U BUTLERS "off I KITCHEN ( i PIREFLACE' IMIN n n - _T PmAN�RYL DEN / 1IILur Im'-11a^ cE1L. Iv Iv A _ AOPEN REA en _ BALGONh" RS-�__�s•� �GA wR�L♦I.. i G AND IVI B,I _ lJ I STUDIO 1 ^l 4] xa] I nr R s / • a ITpy Rp Im /a" GE1L�� A\ ] ♦ 1111 TAB�.E ♦` / i M \ ♦ _ _l l --J W mC 'Ii III _ ¢G0 ''� Y I \ • I 1`1 5a• F.eN 1 KITCHEN PANTRY #' - S F �'�' a ♦ e _ aY � 1 1 � ♦ R F,wT l µ4. l III ji L vdT I ,, 3, G �'Y-J GOVERE�I _ ___ - - _ - - _ > G �./ A Im' 11 CONY Y W 1 1 1 � BAL _ NOJ 30 \ LR tl - IL 1 COIL 31 VLT. CEIL FROM 9' \II _ _I D/W E ��� , P 3m 34 - PLUS EDN. IV // - , R _ I BAIL (REP ERZ. _ V . _ _ _ _ ��Ty111 ® \ ALT, CEIL MACH I FO(dll RE VAWi •_ _ / 1 ♦ 1 // ® 4]. 1 A 9 i BPALE Bi04 L ._ J _ I lye T w�6 BEAMS . CEIL. R�9' ' ELTiITwO �� ♦\ '/ ' / II ' ♦ VLT I 9'-0 CEL, /j� REP \ gEpED PLYWD � 0.O0ET ♦ RI-$ABLE a'I aI ♦ 1 z Ito LA PSCAM LTCa. uF /i y� I\♦ ya 1m 1 vfi GEILG \W W - R A w \ �♦(+\__-_____�G �+ V i 1 -WULIIp9NG 1 �\ \`♦♦\ ♦\ �� G G 1 I ' G 9'-0" CEI 1 i ♦ \I - M ANT M •I I/B" _ � �ITUy 6PA� 1 A \ _ G © TNRAI®11A1L6 G © ♦♦♦\ 11 _ BATH / P.I ue' cea. sDPPT os s f CEI' I \``` BERr£R S {Ii F 9 GOY _ BUILT IN _ i-SEGO F� TUB z' IeBv. II / LJR O 1 L UMI TO 9' p /� II}Ps`FS r__ I �V - STUD SWITCH MV. I ♦ly\ SHELVES / I ,1y I r ~I y \♦ \ L r 1 , L.. OCR IN018R� �l 'uIII O.TLET is III "i'-'�_i , / STAIR BELOW z zsroRr wlL. / I vv III I ? ,B iI Ro D n� iLTo 61 It W CLOSET e T "F i 11 l l Y ;O FIXMEB r - FX } / A = IIRJ ♦` _ / JII NI II �N II II it III ___ SHLYi H LN_ vtL V __u___�` I 4 I o B IF I� G - ® /lu ANL.AB 6H 4B MILT-IN O II T Yws sTEPocuN AREA II W T T T II 6' m CEIL. 1�J //, V�LT wIL�rROn s L/-y-a Il i'\`F--- B\\ -_--_ I T L_J Im, J II(III 6 e V p \ T. \ 1 . l I ' OFFN e m ♦ /V , �I I. _.I RT CEIL-Fkct I DECK / G s N C III — I D _ _ u III 1 _ SENSED PLYWp. CEIL. / �I M lam_ f IIL� - UU / 9 6 BEAMS + -'k7T I _i it I L _ _ BA _CONY SOUTH ENTRY BELOW NO, 2 �I a 4 LJ I LL L ,NIRSOLA BELO S G ELECTRI C �4L PL AN w Cx A Cx H O U S E LUTRON RaldioRA 2 wAFAD INTERFACE TO BE USED. < ELECTRICIANS TO RUN WIRING AND PLACE SWITCHES PER LWTRON'S RECOMMENDATIONSVa X , QOz � \1 RJ ~ F , 8YM1MO. -FIXTURE - TOTAL NRTBER OF BULB LY1€ry0 pyp TTP£ IL MONY MONiMi IEIGMT _ cIro .re~ebf) EACH FMTUfE M(a�ap,6M'O (a9-well.pu''°,BOIIarW — O (��f BEACHODSTEGHTINS -T. .. 13m9 MryATJ !(I6+I3j L11yB.IB)R LED WALL MCINT 24 ILI Faem \\\� e L-012 SLBNAWT G4 MCD MISER L£D WALL ANNNT "24 1 M G SEACHNC al LIGHTING ] 1340 MCp VI6M L111w9) 1411—\I xu QBEALHSIDE LIGHTING 1 1 G4-NLHTp6 DAC A7(ER LFA WALLM N IM - - Id JII B L-012F-NO STOPLIGHT PM MCD lr%3 LIMENS) __ SEALHBIDE LIGHTING 1 G4-Mit"i AMBER LED WALL MCMI ]d ` © L-m1]F-NO BTEPLIGHT 3 132• nW i1634 LIMENS) BEIII(Di LIGHTING 3 1 G4- -DAC AREA LED. POST MONT p" L-ml]F-C OTEPLCHT GOO MCD Q1634 LUTFNB) _ DRNOU BY. BEA.:HBIDE LIGHTING G4-kWNrp6-DAC BER LED. WALL MT U" KB6/DH/BV L O171 STEM-1547 __ _ ] MYMU _ 1300 MCD 1(1634 LV1w0) Q . L .- XWNTP6-DAC AMER LED, POST MOUNT IIOIE RMP BYE L O13 e BE.YHBIDE LIGATING G4- - —- T F-C STEPLK1 13001'iLD 41634 Il'IFNB) BEALHBIDELIGHT ITING G4-MWrp6-0ACMISER LED. POST MONi p' - -- • BEACTUSI aE LIGHTN 3 13P.9 MCD aL1MW) ADDITIONAL NOTEBa 8/10/11 L-OIF- TOE LIGHTING 3 Gd-%W.Wrp6-DAD BARER LED. POST MpAli p' L-DIS-C BhPLIGHi 1360 MOD 41634 LIMENS) U THESE PLANS ARE DESIGNED TO TI IN 215-SB )W WITH THE e Q BEACM61pE LIGHTING I I G4-MW 6P�jaTBER OFD. POST MONY p�� BTANpARD5 E6TSTRA EO IN SECTION 6]8-33091 BCHP. /411 _ I_O L-miff-C BTEPLIGHT GOP TLD 41634 LUMENS) PLORIDA ADMINIStR4tI VE CODE. SPJ LIGHTING I TS-AI9FgIp-0] A'IBER LED. WALL MDNT a' ]) THE MAIN WIND FORCE RESULTING SYSTEMS ARE DESIGNED O tWI,I 46 WMsUet M ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-02 x('183 ti I HALO - - -- 1 PAR 39ENS - I• 3) 'MININMUM DESIGN LOADS FOR BUILDINGS A^b OTHER y� MiHER LED. Y3564 CEILING MCINi 9' V © H]IILAT 3 149 AR 3P WITH A MINIM TO WITHSTAND T@ WINO LOADS DO MF ASSOCIATED J. HALO 1 PAR 3m pMeER LED. Y3564 CEILING MCRNi 10 .211WITH A MMIHLLH BASIC WMA DINS LP p SEEN V TAW 1 I4• LW THE CQMPONENTB 4N0 CL.�DININ O TWO BEEN NANDSELECTED QHALO 1 PAR 30 AyBER Lc'D. Y3564 CEILING MOUNT 9'-10" AND THEIR USE INCq�ORRTED INTO Tff DESIGN dVp TTWf Wh H WT1CdT 1Am LAME SPECRICATILNB M ACCORDANCE WITH BELTIQN 6 6 TWO Oxolotnic LED HAYW4RJ 1 HAYLU 12V25WLED. RECESSED WALL I'-6" FROM BTM MINIMUM DESIGN LOADS FCR BUILDINGS AND OTHER ' © fiJ.ED A 3 MD SA IA (RED) 1- PdJL AMI BPd OF ID OL AND 51 STRUCTURES" MENTIONED IN NOTE ]. 11 R � IV m Iq ELECTRICAL LEGEND N T) LIGHTS FOR IP 1LT DECORATI E E OR ACCENT PURPOSES SHALL NOT SISE E USED ON THE OEAIWARD SIDE CG THE SUBJECT PROPERTY AND, IF PROPOSED SPECIFICATIONS PRICE SUMMARIES, AqD CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL FLAN EE a FOR THE LANDWARD BIDE SHALL M LMMD IN NMBER AND INTENSITY, U CLOW OUTLETS BEDROOM TO EE 'APlIe [E8 THE USE CF UPLI(iMTS IS STRON3LY DISCID RAMD AND IN MOST CASES THE PURPOSE OF THIS RAN IB TO ®STAN AN ELECTRICAL PERMIT. FIXNFES, SWITCH LOCATIONS, Z +A$ r 0p Wvv p1RFX DTT_ 0 THERMOSTAT CANNOT BE AFPbOYED. AND RECEPTACLE LOCATIONS EHOWN ON THIS RAN MAY M INACCURATE DUE TO FRAMING OR ]) ALL EMERIOR OUTLETS TO IM "CFI.'. A O 1TTON B) HIGH INTENSITY LaBI-TMG, SUCH AS THAT FPGPoEp SFOR ROADWAYS, SHALL MEC ICA. CONFLICTS, BITE CLNOIIT NW dIONS, AND/OR BLALDMG CODE REQUIREMENTS jI NMMR INDICATES MT. AFF. 3) ALL ELECTRICAL WIRING TO MIN WNm UTILIZE SHIELDED` LOW NMLMUFE SODIUM MMPO THE ED AND, OF S yp r� 1 QYll CHINES THE PURCHASER WILL AL AN RCkM RICA- WALK THROUW WITH THE PROJECT MANAGER R DURING ACCORDANCE WI1H ARtIGLE OF A P410A IICv I BIDE bYROIED • MEPMR SHALL BE KEPT TO HHMMUH AND SHALL BE F MISHT M AND MOUNTED RECEFY=JM THIS WALK THROUGH WILL ICCORD THE WITH LO ER'IM IL LOCATIONS 6 �- 9 - SURFACE A BF SNOW THAT THE POINT ISLE Pa M LIGHT ON ON HE NMTIVE IM, SNLCLES LITHE ELECIRICIAFIrO 11 A D, TVJACKS WITH LOCAL BUILDING CODES. AT THIS 4) ELECTRICAL F TALLATON CLO MEET THE a !a �p YEATHER PI4:LT OITLEt 0 INTERCOM STATION REACH. OF THE €INTff ISNOT VISIBLE FROI°t MY POINT W THE NE(TRG TME. BELECTAS LIGHT FIXTURES, IEPI LO AND, N JACKS WILL BE pETERMINEp BY THE REOJIREMENTB OF THE 2005 NEG ie AHF Q MR ITIS CONTRA BEACH PJPCHASER AS TO THE PFEF£RffD/ LOCATIONS CC !E Cj•O�lj i I. ® Ilp Rq'R gI11.ET • VCLLI'E CONTRA. 9) ONLY LOW I; FiRcOTYL PONTSHALL BEUTILIZED MPAFKIS _AREAE THAT ARE VISIBLE BASM ANY POINT W THE SOURCE BEACH. THIS LIGHTRG THAN Iii ® Ild OUTLET IT GROFID 1 TW WAT BWTCN BF SET ON A BA.4,£ WHICH RAISES THE ZONED E,LIGHT NO SUCH H AN 46" Ila FNLT CIRCUIT r SMALL BE POSITIONED%WINCHED ANp SHIELDED SUCH RMi THE OFF THE SOURCE o MD I� m 3]0Y INLET }3 THREE WAY &IRON PRIM 9WRCE FROM LIGHT OR ANY REFLECTIVE NG, MAI H. TINE LIGHT FIXTURE B 1Ldi 1 Pif:d!'L LIIYMC I IIJ.Itlle_ !J IIr1Cl INIE-� IS NOT T 2 FROM FROM ANT POINT ON THE NESTING PEACH. THE LINT d>7 tl� tl dLf DOOR C m }4 REIR WAY SWITCH 1) LIGHTS WOULD NOT BE PLACED ON THE SEA MtP SIDE OF THE &191ECT ILL TMNA'ME T�MN�NG IX MAY NOT DIRECTLY OR MpIffLTLY 8p DmICATID INLETD PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH, 10) PARCING LOTS MVD ROADWAYS, MCLUpIWa ANY PAVED OR WIPAeED AREA A t S ITCH W/ OMMER ]) LIGHTS POSITIONED SEAWARD OF THE L4VDL4RD TOG OF THE DIME ARE UPON WHEN MOTORIMI VEHICLES WILL OPERATE, SHOULD M RESIGNER OR ' Q UNCTION GOrt ' FROHIBITED. POSITIONED SAI THAT VEHICULAR HEADLIGHTS DO NOT DART LIGHT TPW RD p NI M yNU }) BT PAW SWATCH N POOR JAMB 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE CR ONTO THE NE®IMG BEACH. HEDGES, NAIVE PENS VEGETATION, AVD/OR () I MIST NOT BE VISIBLE FROM AVT POINT ON THE NESTING BEACH. OTHER GRCjNE-LEVEL BARUERS SHOULD M UTILISED TO MET THISWLFP. EXHAUST PALIG W- HT L ryprlW SENIOR SACH ILLUMINATION OF AVT AREA W THE WESTING BEACH, EITHER THROUGH DIRECT OBJECTIVE. 'z NLNE CGWIBi FAN-LIGHT-1314TILLNIINATION, REFLECTIVE ILLUMINATION OR CLMULATIVE ILLIIMNATION IS 11) DURING CON57FU§TION, TEMPORARY SECURITY LIGATING BURNS THE MAIN py PROHIBITED. PgRTW TUNESTING REASON THE IMARNE TURTLE NESTINREASON (MAY -OcTOCER 319 (MOISTURE WIBTE PROOF) LEILIIY PAW PRE-URE ® 4) COMPLETELY SHEILDED DOLNLIGHTB WITHOUT INTERIOR REFLECTIVE 10 STROPPY DIBOCURAC•ED. IF ABSOLUTELY NEDMIAM, THERE LKaHTO I mWoms MTD LWT rj`T RODS LKMT SURFACES AND FF£FERED. ALL PROPOSER FIXTURES SHALL BE SHALL BE LMgMP TO THE RMST N TIMR NECESSARY. SECURITY LIGHTS /NAFFROPRI4MLY SHEILDED, LOUVERED, AND/CR RECESSED. SHALL M CCMPLIRMLY SHIELDED AND LOW-MOUNTMD. LOW PIEU� 5) yl MU)MURM SHALL SE R LOUL LOW MOUNTED M4ROM44 THE ME OF LOW BOLLARDS, SODIUM VAPOR LAMPS O OU WATTAGE YELLOW "&K" TYPE SEEM SI14L WALL MVP LKMT ' ��\/(�\� CEILING PIN GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS, BE UTILIZED. UNDER NO CIRCUMSTANCES SIALL THERE LIGHTS DIRECTLY OR RECESSED LKWT `w `/ 6) LIGHTS RiLPOBED FOR THE SEAWARD RIDE 0: THIS SMJ CT PROPERTY INDIRECTLY ILLUMINATE ANY AREA OF THE NEBTING BEACH. d a MUST NC!'RIFILWAM EITHER SHIELDED LOW FRU URE SODIUM LAMPS OR I]) DEP. FIRWIT BHPLL CYPI RIDE ANY REW IFEFENT AS CONT41NED IN [ f#} RSEBSEO EYEBALL CEWNS FAWLIGM LOW UWTTUME (la, SOW OR LESS) "BW" TYPE BULBS. THESE GUIOELIIA�' O F Tw MOISTURE O PROOF LIGUM M1 n TRACK LWM 0' B WALL SCONCE Y�Y • TELEg4P1E OUTLET [zJ PANEL % TELEFlIOE MODEM LNE v m TELEPHONE PLCLR OUTLET 0 CALLS N OVTLET 2' x 4' iLUCR. FIXIIIRE ® M' / C�A16LN MOgXIpE DEIECI' Iy x A' FLUOR.FlXNIE 4.OR'1I.E'1'PAD �i IECIIRITY CA IRI. MASS EIGHT - H spy n n n � 1J' u OIAD.FFNDAn LKWr �_� IBDEIL'ONTER LIwr I I I i I I I I W Yz�WK ll._ 1 .. 1 "1 fl_�, RE q w _ _ L-4 � LINE w 3na FLOOR BELOJI � ® II �nrtic uLr. 11 L. r_ Y � v uNIF ATTIC �� � ZIN .EE L SHOWER TL o r ' 1 NEI-I I L 111�T TO PEE f STT\1 ------------ [5 aS - `_ a / ` I / �y -11 Uri ttM QT \T M\ \ / It VEL X� 1 VLT. ^ LINE OF --- I \ I g S CEL OWNER N I9 CEL -__ n n_ n L n 38 LOW `\I S OT JF /1 / / LI EY4T J JI \ 30 SKYLIGHT I LL l_L JI JI IL,I L — — Rl, n I_ ] CF _` BOOKS '�] / /�T L __ __ / \�� in `� SS• PAN V _ _ _ . __. �p---- _ _LJ _.W.L ��Ese DRI 9 0' GEIL ---/ ® I- t \I BALCONY I r- U O A \ ] ClB / salie'ARF. u,me F A 34 1____ D `B m COIL. 40',24" HEAT I ? ' _ r PAS { k N TO O 0" GEIL. 1 _ 0 CORNER FIRE/ ACE i _7 „ I 1 EUPr cnu I ER W11G vLr ro §' CD�L 6 OBWTd\ _ - C \ EX' Ian NJE / li uNE 6_l_ m° HIT. a ELOW- C' GIPPING L [ f __ Ir "11BELowa Lr. 0 c / � ` o oPFN r0 .I�1,I1CA t4E4dMA` 0Y I a - r ?"TOSU uN F W 3-tiiL � ., 5 I $II W UN1F BELOW 0 ATTIC a \ VLT 'LI Al 1 4riI C/� U YLT. i LL I Z ER 4 T F L ;;_ BALCONY Nor 2 BELOW GFE LINE OF 2nd FLOOR BELOW _ L I oPFN DECK BFLowL , , u u u - _F— - -. ALGON7 N0 u r SOUTH ENTRY BELOW B 5 II II 11 II ,. 11 u u L FERGGLA BELOW Z TH i FOOfi` ° iu E L E T R I C A L FLN w � � � � LUTRON RadioRA 2 w/iPAD INTERFACE TO BE USEDIL - ELECTRICIANS TO RUN WIRING AND PLACE SWITCHES PER LUTRON 'S RECOMMENDATIONS ZQV - eTl'IBOL FIXNIE rmAL NP2£R W PJ1LB LIIfrN@ AND mPE CF FKTNi MOMTRI(a 4EIGHr J Z oxl: E4CH PI CURE ry fR9 4S0 (mg,WWI Pah P WmU O a puY) v Q BEA2F-140 WINNING x G4-XW W0,_DAC A18ER LED- WALL MOUNT 24' — � •�' r L-ACHSIC BrEPLIWi M Sea; MED (IO34 LIMENS) _ 1(VFK`I- BE12P-HO E LIGHTINGSMIM-14T 1 G4-XWI(kIIH w AMER LED. TWALL MOUNT S4" - �/� N BEAC51DEYESIGHT 1300 MGP (IO34 LLMENB) _ BIS __OaP SNC S F1.1wT R LIGHTING 1 1300 MCp (q3p )R LED. WALL HOMi : 34" E-41 BEACHSIDE LIGNTMGG4-XWM6,_DAC AMBER LED. WALL MOUNT 24" L-012ENC SMFLIWT_ 3 130L MCD (16,34 LUMENS) BEACHBIDE LIGHTING© 3 1 G4 XWH%-_DAC AMBER LED. POST MOUNT 12' -- -L OQF C 9rEPLIGHi 1300 MCD (I§34 LIMENS) - . E .. _.__ -. Ice6rorlBv ° e © B-0BF-NDE LIGHTING ] W %WIPy_DAC A^1BER LEn. WALL MOAT V. MAGANC B LIG14T Y 1309 MCD (16.84 LWgNS) BE12F-C EPLIOMT ' G4-YJWPq_DK AIBER OFD- POET MONr B. l.IEK.I:m W. MAPHCBTERIGM 1 1309MW (1 HDACAMME BE `IE_cG ?ML34T , 3 04- -DK AIBER LED. POST MOIIr 13' FLORID STANDA�4pMNIgrR41BH� ODO SECTION 6]B-33L61 O RPxse] 46O LIMNS ms 4°'IBER LEn. WALL naNr_ a ADDITIONdLNOTES: 4/10/1 L-ol]F-c eTEx 1GHT 1300 MCD (16,34 Humus) 3 BEACN6IDE LIGHTING 3 G4 kWIPq_OAC MBER LED. POBr MONY 1]" I) WHERE PLAIB ARE DEBIWED TOM IN COIPLI4NCE WITH THE L-018-C OTERIGHT 800 HGp (Ip94 LWfr}NB) _ a E MACH(IDE LIGIRMG I I W OAC AMBER LED. POST MOUNT IS" L-018-c BTE0.IGHT _ _ 400 MCD (IO34 LWfr1W0) 10 _ N ACCORDANCE LCOR RESIGN WITH SE FOC BUIL NINA AND OTHER 183 w Q M'J LIWrtMG I I Tff-AIB- ]) THE MAN WIND FORCE RIBRTING SYSTEMS ARE DE6IWED I 1' M ACCGRD DESIGN WITH SECTION B, A INGS N 1-03 `w YYINE[R HPLC I PAR 30 AMBER LED. Y3E64 CE L NB MOWT 9' 3) O H211CAr 3 H0 LLMENB STRUCTURES' TO WITHSTAND TWE WIND LOADS ASSOCIATED OHALO I PAR 30 R LED,µ3S64 CEILMG MOUNT 10'-3" WITH A MINIMUM BASIC WIND SPEED OF 130 MFH. ®' 4 4411CAT 3 140 LUMENS THE COMPONENTS AND CLADDING HAVE MEN SELECTED Ili h O HALO I R R LED Y3364 30 Alm CEILNG MOUNT 9'-10" AND THEIR ME INCLfPORATCA INTO THE DE51GN AND , 140 pM NOS SPECIFICATIONS M ACCORPOWDE WITH SECTIO' 6 OF THE u OB WAYWARD I OKRWICLm WA 3 FIXED 80� 13V 35W OFD_ RECESSED WALL 6 RSA1 BIM MINIMUM DESIGN LOADS FOR EUILDMGS AND OTHER 0F053IXBAED pg A (RED) I'-6" FROM BTM OF FOOL AND BPA EM&CTURFS" MENTIONED IN NOTE 3. W W POOL AND SPA --