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3010-3060 Retreat View Cir (a)0'- 210' TOP OF _40wkr:L__ W -a 3/4" A.F.F., TOP OF BRG 'o '-0 3/4, A.F.F. K. YiU-FL.- ofK pim5o FLOOR L UNIT 'A' LEFT UNIT V' LEFT UNIT 'C' LEFT UNIT 'C' RIGHT UNIT 'C:5' RIGHT UNIT 'A' R16 -HT UNIT 'Al LEFT UNIT V' LEFT. UNIT 'C;' LEFT UNIT 'C' RIGHT UNIT 'CE)' RIGHT UNIT 'X RIGHT L Oi I'I. 11 I!I 10 lil II t ==j!,L 01 � lil lil � � _,� lil ISI � �I F IL BLEV'01 UNIT A. BLEV 104 UNIT D BLIv 03, UNIT C SLEv 03 UNIT C BLEV OD IT. 0 ELEV '11 UNIT A (MTRY'LEPT- (ENTRY LEFT- (ENTRY LEPT- , (ENTRY RIGHT- (ENTRY RIGHT- (ENTRY RIGHT GARA45M RIGHT) GARAGE RIGHT) 6AkAGE RIGHT) GARAGE LEr-T) GARAGE La") CVARAGE LWT) ROOP PLAN 6 UNIT SUILDNIG LMPT SIDIE rELMVATION ELEv, sli (UNIT A) UNIT 'A' RIGHT UNIT R16HT UNIT 'C' RIGHT UNIT 'V LEFT 20'-10" TOP OF 2 '-10" PEEL V-5 3/4' A.F.F.`-a -- 3/40 A.F.F TOP OF UP.G. T &F viV 3/4' A.rE. 4 AF _4 !AA! AM 1 til;olr OF 15M. _F1lRT5LFFLozw_1lRr=4 IIN160714 PL05Vi I jlq._eQ. i� WEEL TOP OF BRG X-0 3/4" A.F.F. liT__2nz V-4" A _cP Trsrl T_L_oZ5K_LlNff4 RIGHT SIDE MLM\/ATl0N_,. 1/5" = V-0" ELMV. 01 (LMT A) UNIT V' LEFT I UNIT 'A' LJFT V-8 3/4" A.F.F. MPG. BRA. 7 I 17 F_ M -,F i m7Ei tEr TOP Or 0 I F Tirr 117 UIL11i I =:jLu 4O°a8 3/40 A.F.F. V-18 3/40 A.F.F. I Tv -4 AY.F. r 7 OF, o ffFf7 DWG. NAME ELGTro-AD CC--- DRAWN SEB C.3 CHECKEn i3y DATE 8/26/5 ADCCCA SHEET 6 UNIT) 2 OF TH99 STRUCTURE HAS BEEN VE890D TO MEET OR EXCEEV TM 120 WH WM a_OAD REQUIREMENTS OF THE FLORIDA RESBENTUAL BUILT NG CODE, 2004 t.0. 2 V.2 -AL OP 25'-4" PARTY HALL II—A¢I I^I—�QI _ II—qll Y W (--') I ct/." 5 ✓ U GONG. PATIO �TCJP P .P:t (TYP. OF 2) I -i' -d°' W-4' w �� Gov. POPIC, I ay fN 7I f1;' I.".,.._.e_ _... — — — — —.. _. —., ___. _."�'r � I I i/2° F2EGE5�i ®56D I � k PER-4E'fER (`TYP) m - _ ('n r �20��c20° NCs �F�itiAPOL"ITk, I - � ° Ii wrt) 5�, —°.-- a ( 0') OREAT ROOM ry f ANDFZAIL I vi VOL. GL6. d T 3/411 � 5 °,Ta+tc zov;;F11,ccCFz sLFs', _ - �..- `�— � rI 11 v21I " I � i�MIL'vAP'UR t=�, os� �u�aN: �° � �o" It�tT ` 1 I _® � I �YhT-�a (3 °Y " t _ r �l < ° I6 xO,G"'GOP ET6 " ( 1 X 11 UP SLOPE GdNT (T YP �- I 1 iv �� I� R GL6. I ° ; DININ67 °1 f-- D -I" �. k 9 ci-T1 VOL. GL6. — " m SAS I - = I LAV = � - " 3/4" HI6M () 2">«" _I X Ul 1� rl. rI QI I " Y I L- —..LD I _I - SYP JTUDJ _I — " I °� `� KNEE 811 W/ — °I 6 I -O I' ° I cv cn ExrENDED m Cv 9 (� -G01 TEF?TOP Pt/G E31•"lAIN 1" 2 - LINE n 3 F — r PPaOr/ICJE,a I I ( o I -I ;� 10 LINE rROM , FLF ` - - f ��GONI7 — — — �' °I I/4�' � r --I - - --- - - j - - - - - - - - - _ T 2X12 31 �QI ,► s � � > I ( I SYP 5TUP5 r L_J l JJDHAo'c E w ora r. I 513/4' ry LINE OF _4 a 3 r td CO. SINK I IL' =1O I/4" I t " I I =\11,fILE bv/ D15f' s y ( Ia `-f-ll), v tT w✓ la° Hcx� =i I ,a"x� r�IlcK NED I $I �L �,r0 aTIED TQC DQt^I1L I��vlU �... • i� I O Q,';ET6 IGE GONr (T1 F?) I 1 FILLEt_! °W/ F 51 I I I dJ ! PAIOGK GOP �} I — e F4 7/7 I TGHN I I FOYER 4 I I GL6. I i- GV4" GL6.C AC -7E p • '� I IIIj ° 4VOL. GL6. Pyr. p EF s r y i " �TMiG a I NOTE, 1 �; � I t � '•Go�Ci` (T"YP.) I I I _ � 5/8" TYPE 'X' I7FLYWALL } f° 2" II- LObd a 6AFLA&E GEILIN6: — ._..I I-1— _ , HALL H/ hPE3 ; I iE3 D- fV GAP 4 ARGH �, 1 AEOVE = 3'ax�'8 ° _ - I I I W5 265H GOV. ENTRY ! 3/4"DRIP5LOPE T4" -----AW—H-------- LI FI I � ,1. " P.G. ONLY " 8 a T° 11C�Y NLp ALL GELLS 4' GONG. I 5 3� LL �1-L''`GEL „ 50 D L_._ Iii 5Q GMU GOL G'(JNT �. 4^I/ GONG?, n �WfppAp�q/ 1 " -- 1 " 1 PI 1 11 1 " J I A a.t II —V—!./ —V .eC —"P '1.x';1'" AC;. I°�..`Tt0 (II—j^�EI •yl" .. f:. �'—V111_�11 y ®6 L OCG EA I� -4 131-0 11 121_411 13111 I NOTL= 25'-4 GP 71 5EPA6aA !ION bpi! L 1i5� t�X83C16 GUIJGf�-�T� 25'-4", Q ( llIVALENT THIGKTE55 DELLS W/ GONGP�.ET .,FOUNDATION PLAN. � , P .. L I MI .Y" FIRST FLOOR PLAN / STp, •GMt) V o I) ,� E, I/�" _ I'-®" (ELEV. I 5GALEi 1/4" I' -d" UNI I II (ENTRY LEFT---�OARACBE i� hllT_ . iC�� 4� u�liT I°A°° (ENTRY LEFT ---OA A0E RIGH NOTE: ALL AIF' HANDLER UNITS TO HAVE 4" (MIN.) GLEARANGE ALL 5IDE5 � IF ENGL05ED THE ENGL05URE TO DWG. NAME BE 12" HIDER THAN THE APPLIANGE. IVIG1-P—AL ALL LEOEN AREA G LGUL. TION FIR.5,r FLOOR LIVINC-7: 61-1 5F 5EC• OND FLOOR. LIMING: _M5 5F TOTP%L: (7-,,ARAC E : 272 5F C,0VERED ENTRY: 5b 5F wl (o ° GOVERED RORGH: 55 5F l0/13�=s Q GO`,/ERED E3ALGONY: 555 NOTE, AL.L 5GIUAP.E EOOTA6E SHEET TOTAL: 051 5F GAL.GULATION5 APE TOL-- 1 - -�- ,,/ /� /� �y GENiE{�Lli� OE AL GH -PARTY HALL GAR. -R OPENINO DETAIL tl0°V"u WIND DESIGNE FOR ALL MNDOWS OF UNLESS OTHERWISE GA E: /4 PLAN Q H CLUDI TRANS ET OR EX I TTURE HE VO PH %MN Lamm OAD SCAL.t=: t/SII _ Il�ol � � �a `�� ® &7 +25.9 P Fe -34.7 P F WNLESS OTHERWISE NOTED) REGIUMEMENTS OF THE FLORWA. REDIDENTIAIL BUILDMO CODE, 2004 ED. .. I DRAWN CHECKED v >i DATE GOVERED RORGH: 55 5F l0/13�=s Q GO`,/ERED E3ALGONY: 555 NOTE, AL.L 5GIUAP.E EOOTA6E SHEET TOTAL: 051 5F GAL.GULATION5 APE TOL-- 1 - -�- ,,/ /� /� �y GENiE{�Lli� OE AL GH -PARTY HALL GAR. -R OPENINO DETAIL tl0°V"u WIND DESIGNE FOR ALL MNDOWS OF UNLESS OTHERWISE GA E: /4 PLAN Q H CLUDI TRANS ET OR EX I TTURE HE VO PH %MN Lamm OAD SCAL.t=: t/SII _ Il�ol � � �a `�� ® &7 +25.9 P Fe -34.7 P F WNLESS OTHERWISE NOTED) REGIUMEMENTS OF THE FLORWA. REDIDENTIAIL BUILDMO CODE, 2004 ED. .. I 12 OFF RIDGE VENT 12 12 �— 5HINOLES (TYP) 5"WIDE TOOLED OPEN 50505H STUGGO HAND 30505H E6,RE55 (SEE DETAIL) EE55 �_ TEXTUREG� GEMENT . t ��° HIc�4•f ALUd � � FINI�iH OV�➢� MTL. RAILINO D^I/ PICKETS i LATH (T (4'i) Q 0 I. all LINNA GONTROL JOINT 12 4 6 f� 12 12 5 Ilb" 5HIPl6LE5 (TYP) 20'-10" TOP OF�. 6" H. X 3/4" RAISE 20'-10" TOP OF HEEL STUGGO HEADER HEEL--- _ I (TYP) - -�-+ V--& 3/4" + 18'-8 3/4" A.F.F.----_-- ---- 7-__=4 4� TEXTURED GEMEN SEE BR.AGE DETAIL FINISH OVER MTL. THIS SHEET LATH (TYPJ AFPLIE5�— 50'05H POLYPROPOLENE = �� t g� 9� 5HUTTER (TYP) rJ E ESS _I SEE GROWN DETAIL THIS SHEET !+• `��__._ .. � _ - _ + 10'-8 3/4"' A.F.F. + 10'-8 3/4" A.F.F. � 12 E0RE5H —_----_ --. —_—_ _ _I —_ 4(— FIN. 2nd FL. FIN. 2nd FL. \ AIL + 01'-4" A.F.F. + q'-4" A.F.F. GONTROL JOI --------------- + —_—_—--_.._._.--..-..-- -i"OP OF BM. TOP OF BM. 5" NIDE X 3/4"O SEE GROWN DETAIL RAISED 5TUGG0THIS SHEET BAND (TYP) LE• FT X jUi✓ED GEMENT O F I X H TURED GEMEN GMU T OPEN (TYPE 'rUVFR a'GMUµLL - - • - o t- — -- DI TAILTHIS _ 0'-0" FIN. FLR. O' -O" ..BHT. (TYP) 265H ------------- _ _—_----_.----_ _ —_-._..._-._..._._.-,..._�._..�- - -----------�---------------------._•-•----_--------------------_-------- FINISht FLOO1� LINE �,- 31OXf9'8 DR. LEFT SIDE ELEV/\TION #1 FRONT ELEV/\TION #1 1/4`1 = 11-0" (UNIT ' 9 (ENTRY LEFT-6ARAeE��) PT bXb POST - - �- d° M5TP�3F� STUDWALL EXTERIOR STUD WALL � 42" FIIOH - LOW WALL at�� FLA5HINO� HU HD. GAP I ail P.T. 2X10 (2) 2X12 BM. 42' HICI RA.ILW& w/ JOISTS 9 2.4" OIG PIGKET5 ® 3 1/211 APART f OGI< cb "g7RY a NO ,: INS > �fiAPdUE. � _ 42" H I RArE HALL / : (2)' 9I iA 2O -TZ OR - AE 6-Z E30TTCIM „1 �P QUID ItINES ;: b .. r •1 .r #2' 5YP .�EGOND FLOOR LINE - �° (2) 2X12 E3M. H/ HD. GAP / PF P05T TYP. 3 LOGJ (t�ii OALV. NAIL5) Pi` 2X4 FLAT ® 16" 0.0 — I / wriA 20 -TZ 0 EA..0IST-, (w/ t9ALV. NAILS) 211X1411 RIBBON FLOOD SYSTEM IN ORNDRAE5l_F f-IANDI�AIL � ✓/ �gni / 11(9 P.T. 2 XIO RIM JOIST I %j ,t� " DP. FLR. TRUSSES 0 HU52&-L HANGER (w/ &ALV. NAILS) — (2) I/2" THRU BOLTS 2"XO" JOISTS / / _ 24" O.G. 21,X411 (H. D. OALVJ P.T. 6x6 POST 0 16t, O.G. / / - STUD 6A5T I TIF BEAM P. f. 2X10 LEDcSE ® EA FLOOR TRU55 � / HALL - eI NOTE, USE 6ALV. NAIL5 NOTE: LrE OALV. NAILS w/ EXT. 1 P.T. HOOD wl EXT. P.T. HOOD PER MANU. 5PEG5. PER MANU. SPECS. USE (3) 2X12113- GTI O AGONY BEAM T -�' T D T I L I STFliNGER 5G = -O BM-P05TI BALCONY SCALE: 3/1411 = 1'-0" B STAIR, SEGTION i' 12 12 2 -AI PRE-ENGINEERI-P 5HINCLES (TYP) 12 TRU55ES ® 24" O G (5EE TRUSS PPAWIN6,S) `` SEE BRAGS DETAIL -- TH15 SHEET 12 • a2(9 20'-10" TOP OF 30 E3LOWN INSULyrtION -- -- AL60N N EA s a `L'L HEEL - + to 1 �' 3/4" A w - F TOP OF BRCS. FPME WALL '1X41' FRAME-- 1 HALL °e 50. P.T...P05T _ R -II INSiJL. —TEXTURLFP .GEMENTFINISH OVER MTL. AHU LATH (TYP) 42" HI6H ALUMN. - RAILING H/ PIGKET5 M65TER SUITE GLO5ET E3EDF'O M #5 0 3 1/2" APART MAX SEE GROWN DETAIL THIS SHEET 1611 ISP. FLR. " SEE BALCONY TR.U55E5 a GTIQN THIS 5HT. 2 + 10 -S 3/4 A.F.F.24" O.G. 12 " X14-._--—_----_-______—_ _.__ FIN. 2nd FL. _ P.T. 2XIO JO15 - - - -- - - -- + a'-441 A.F.F. 0 24" 0.6. t . , --� _ _ ---- ---- SLOPE I/4�T ' ~ TOP OF BM.L -- �`�--- P.G. ONLY I h10 e'a IN P.G. I 1IE BEAM FILA% 42 HIGH 5(?1iD; 1^I/ GgLIG. RAKE WALL --ARCH G�iNG'P1LiT�R - � a(3) 1NO r'rJ s e ao b 5670 VERT (B>=YQN®); ENTRY POOR �� VE GREAT ROOMFOYER �—GOVEREL7 ENTRY FIN. �F0'-6" FIN. F1 R SEE FOUNDATION PLAN FOS _J FOOTING SIZES ¢ LOGA`fiIONS A BUILIANO S-EGTION - ELEV.• #I UNIT ,�I A " (ENTRY L. ET-��i�A0E RICHT) GALE: I/4° = I' -o° 5GALE - 1/14" = 11-0" ffil (�j Oq PARTY WALL " l UNIT 'A' > CENTR-r LEFT-(_-_7-AF.AGE R16HT 17 RISERS AT -1.57" EA. 16 TR.EAD5 - TREAD DEPTH ci.i5" PLUS I" N051N67 w NOTE: 6UAPDRAIL. TO BE MIN. 36" ABOVE FINISH FLOOR, HANDRAIL. TO (%OMPL.Y w! FBG 311.5.6 AND TO ESE 314°° TO 3&" ABOVE LEADING ED61E OF TREAD. ALL PIGKET5 I -G) BE 3 1/2" APART (MAX. HEADROOM A i' STAIRS TO BE 6-25" MIN. 5TRUGTURAL. I- i VE LOAD 0 5TAIR-5 $n� = 40 P5F. STRINGER TREADS VJT FRf-)M 2 X MATERIAL RI5ER5 GUT FROM I X MATERIAL DETAIL - STA I .. 5EGTION-THRU 5GALE - 1/211 = 11-0" NOTE: ALL RAILS TO BE GONSTR.UGTED FOR A GONGENTR.ATED LOAD OF .200 Imo. APPLIED* ANY\ POINT 4 IN ANY DIREGTION C. or FfPTY WALL II .CSF PLAN (ELEV. #0 (UNIT W) ENTRY LEFT AGE RIOHT I OFF RIDGE VENT SHINGLES (TYP) _ 5`° HIDE TOOLS STUGGO BAND (SEE DETAIL) (TYPJ ° 14" x RAISED STUGGO BAND 7 - �z m !. �y BR'AGE DETAIL At SG LE: 1>I `--Q ` I/2" TOOLED q 5TUGGO JOINT i 5��0 F IN15H ®� 5TUGGO BANDS P t(1 O P1-4 tL 1 ROU&H FIN15H STUCCO q TOOLED STUGGO BAND DETAIL- .T.5. EQ AIL..T-5. V) Fy t t � re � t 12 � + V--5 3/4" A.F.F. w - - TOP OF BR6. cti qlq c _ to UTj cq �w AILINO H/ PIG R..KET5 `tet J ® 3 1/2" APART MAX. 2" MAX. FROM BOTTOM RAIL TO FLOOR , + 10'-& 3/4" A.F.F. --- FIN. 2nd FL. UWC° NAME 6'0X6'8) 5GD + '-4" A.F.F.9iFl_ • --�------ .-._ - ---_-'TOP OF FSM. i�TtAF��t � CHECKED c-"' Jay <, DATE � 0`-0" FIN, FLR. SHEET ' � • • PAVZTY� OF 2 -DL WALL. 21 -4" PARTY WALL PARTY WALL 21'-4' ©" ac 30" x 10" I GONG. COLUMN S"x�" TFIIGE' EKED GONG. PAD W1 NO, 5 W/ (3) NO. 5 S VERT, EL76E N/ (1) R.EBAR @ 6" O.G. E.W. I TOP @ q'4 A.F.F.I1-4" I T-4" 1'-4- - I GANT. (TYP). I - BOT. (TYPIGAL.OF 2) - 1 an I 3h"x"7<4" n u, GOOFO GTT I W NA/ / 4'--I `° rt OF PARTY 'WALL GONG. PATIO I 4'r_ GONG. .I XSWS I PAD SKS _ -, ' I I7'OX6 & L 0-. 245FI ° a -AT -T TF 4 _ c _ _ _-- J —�-+- T �_ - "Ss• I UPJ I .—/1 2' F�EGE55 0 56D LY I I a PERIMETER (TYP) DB. S 5p I I I I'- " NIG£ E I OB 0I Y�V DI 220')<200'5) 5 .MONOLITHIC, MONO ITHI - I I I 12'-0 1/4°" I 81-0 I/4" rTa W. ( 71 I I'T 001�f I�� tol o I I I d < q'4" VC L. GLo. 6°' HIr3F9 _ q �� eL _ I' I torr 6RADL .6, N�/ LAED - I I K1 CHEN 4" THICK 2500 p -,I GONGRETE 5L1AB I I I GOUNTERTOP N I I q*' -OL. GLEE. - '' WITH 6"x6" 10/10 WErDED WIRE MESH I s I I ON 6 -MIL. VAPOR BARRIER ON GLEAN q5% GOMPAG1ED FILL. I I CABINET UNDER nr - Gc�NT1=ATOPj(3)2 � 1 I 24"X24'XI2" GONG. IO I ; &PAD W/ N05r"EF I I In 1/4-"REBAF @ 6" D.G. hI I EA. wAY so -r. —} — — —Lir- ^1—J 3/4" - - 5 3/4" I 1& .r w n 1r2" 111/2 1� 10' x 20" GONG. FTG,. 1 _ W/ 0) 05 Gr NT, I 19 I I I � q'4° VOL. CLO. 42" HIGH 1 �z1 I I I Pr ov1DE 4` PVG I I VY �. CAP II � I .9 O y' I . I I.cHASE To , I I 2p =j R/A IN I I I X I I 11 I GL6. 6 N /a' 8'-n I/4" 4'-0 3W I ®� � � 3"' VTR � � — � � I � � �C^ _ - - XLINE OF A/G LIPIE L- � 5C X (a!Y? I L_ _ �� - _ - - _... - .-... _,._ ___. - I I Q� TILE FROM 2ND If � I' " -1 (2)2X12 FLOOR - - -- v - - - - -��J Er?6. WALL -`- - 2X12 -- 1 rrr — rl " I I " • '-5" 4" R II 16. x20" GONG. FT6: LAV W/(3) 05 DONT. I I I SLOPE CLO. THIGKI N1 D f-I®Y�I ` G G. I I i I T EDOE W(l)W(l)#5 i L GOVT. ITYPJ ! q'4' GLO. '�� T - - _ - I Iv eDER I J --?4"X24"x12" GONG. LII I 4) EYP. STUDS " EVPO. PAD W/ NOS " I 'Q 2'8x6'£3 3/ (1) MTT2 513 w 5 3/4' 1 I EA. WAY BUT. R.EBAR ® 6" O.G. 5 3/4" BOLT d I �n — n /2 WG �9 x� THIC6 EKED :: I' 12'-4 I/4 III " E_DETAILi T I ( I - - v PAR rY WALL. I t SHE a I I 5 of " I a i Er OA CSE - 37_"X32"1Cl2" GOI1G. �- I I 3,_' " I '. Bim. PAD W/ NO 5 I ( I W q'4" VOL. GL6. PL -BAR 0 6' U.G. EA. WAY BOT. I O I cp (4) 2X4 5YP. STUDS �l. I EN, 'y � VV (1) MTT2�� ,�/ (1) 05 VERT. W/ 12" L q'4" GL6. 5/4"X8" EXPANSION • T Ear: I� TOP d TIED I _ T ARGIL BOLT a " I To 05 DONEL a FTG. ( I I P.G, ONLY - " -- --— t W/ 30 AP ., L SPLICE �- -- ®. ---- .•- -- - - -- I ' I .m FILL 3 —� &'xo' I-HirKENEL7 �i .... J P51 PEARR GGK ON L I I , I°ooR EDGE W I °0s 4 2n cow. T. CrY1� J - �. T " - ° I Q 20°x20' GONG. MONOLITHIC I NOTE. 10 I/4" FT&. W/('3) #5 GOVT. ( I LL ' I 5/8" TYPE 'X' URYWA o I (TYPJ I I 1 a 6ARACE GEILIN6. L _ _--_ _ --� i __ 3/4" DRIP/SLOPE 8'-OXTO O.H. oAR. DR. 71 rh 1 1 I 11 r FILL CELLS SOLID N/ I I FILL CELLS SOLID VV � •GONG. HOI I GONG, 4' 2°-6" 41 -IO' 31-0" T-4- 21'-4" GU IN TIOil PLAN EL1MINARY FIRST LOOfi N SCALE: I/4" = I' -o" 56ALE, 1/4" = I' -o" (ELEV 4)VNI r' IIT y--yII .(EI T I L.EF I-0-ARALJ!_-_ RI6FIT) UNITG (ENTRY I � � I �/ J�4J I� IlJT fT) SAF—AOES E3AGK TO B AGK ONLY IN BLDG LAYOUT QE5 E3AGK TO E3AGK ONLY IN E3LDO- LAYOUT - — Y r- �T-r- 5 3/4 " 1 q" 11 1/2" SEE DETAIL - ® SHEET 5 a 6 NOTE: DO NOT GUT FIRE RATED WALL SYSTEM No HARDWARE TO PENETRATE FIRE RATED WALL SEE 5HT. 5 NOTE: DO NOT GUT FIRE RATED NALL SYSTEM NO HAIRDHA,RE TO. PENETRATE FIRE RATED WALL SEE 5HT. 5 NOTE: E' GMU 5ARATION V TALL. USE 8xbx16 GONGRE"rE MASONRY UNITS N/ 4" EG"IVALFHT THICKNESS a 2 HOUR FIRE RATED OR SOLID FILL ALL GELL5 W/ GONGRETE STD. GW r-- NOTE: ALL EXTERIOR OVERALL DIMENSION5 ARE TO GENTERLINE OF PAPTYWALL CLO PARTY Kq_L q. -a- 4' -b" 5'-2" Sb, 1:201"JWS „ 8 x8 THIGI�_ENCD EDOE W/(L) 'R!3 J —1 GOVT. (TYP) r _ N SEE DETAIL #1 CT DL 1 FIRST FLOOR, LIVING= 5 1 cl 15F (9 PARTY WALL a - - - 6qO I ti - - - ° 5F ° NOTE: SHEET ✓ OF 7 SEE y� GOVERED ENTFY: _ 35 SF a Nam, ALL 5( ua RE Fooma aE � GAUAPLATI ARE TO GOVEF,EP PORG 53 5F CENTERLINE OCENTERLINE. PARTYYIAL CHECKED %!`FJeE: 5/8" T fPE 'X° DRYVIALL •,_IBJ 1' > COVERED BALGONY: 32"x32°X12" GONG. I I � o oAR.A6E GEILIN6. DATE' to/13r� ' TOTAL: 1606 5I= 5RF_,. PAD N/ N0.5 I SHEET 1 I I p RAOE NOTE- WIND DESIGN PRESSURE ICOR ALL WINDOWS ` 9 TR `� "A8 BEEN 8I� V TO OF ONCLUDIN TRANSOMS) ) TEMO REBAR a 6' O.G I � P -34.7 P F WNL - NOTED) REQ E _ TS OF THE FLOIRIDA O I I � Y c0 y t. J I EA. WAY BOT. I 1 tf� q'4" GL6, q'4" VOL. GL6. Y #5 VERT. W/ 12" I ---(1) OP a TIED APCH— TOS DOWI L FT6. I P.G. ONLY ° 61RDER - W/ 30" LAP 5PLIGE I - - - - - - - I. I I c� b'xf+" THIGNED r EDGE W/(1) #5 FILL GPLL W/ 3000 I P51 PEAROGK_ GONG. r _ 1 1 2�ID FOLFC�O' ° i GOVT. (`rYP) 20"x20" GONG. MONOLITHIC I FT(-. VV (3) 05 GONT.(TYP) I I I 1 FILL DELLS SOLID N/ 3/4" Df`?IP/ SLOP C,oNG, ' EMIL GELL5 SOLID W/ ' 8'-0XTO O.H. OAR. DR. I I HOGONG. " 1°-O" 3 " i3°_O" 3' O" 1'-6' 4'-I0" , 3'.-C9" F _0O - T-4"14'-0" -i"-4" 14'-0" 21,-4" 21' -4 - 1 4"ARTI PART IALFOUNDATIOSI PLAN PARTIAL FIFST FLOOR PLAN V SCALE: I/4" I'-O"(LV♦) 1GALE, I4°I'�" ' U I/1 NIT'(ENTRY LEFJ�AR—GEI �HT) °RG U(ENTRY LEFT— �RI IT UNI ^V &ARAOE5. SE-FARATED IN BLDG. LAYOUT H/ 6Ai A6ES 5EPAF-'-_AT`EE) IN BLE)0. LAYOUT SEE DETAIL - ® SHEET 5 a 6 NOTE: DO NOT GUT FIRE RATED WALL SYSTEM No HARDWARE TO PENETRATE FIRE RATED WALL SEE 5HT. 5 NOTE: DO NOT GUT FIRE RATED NALL SYSTEM NO HAIRDHA,RE TO. PENETRATE FIRE RATED WALL SEE 5HT. 5 NOTE: E' GMU 5ARATION V TALL. USE 8xbx16 GONGRE"rE MASONRY UNITS N/ 4" EG"IVALFHT THICKNESS a 2 HOUR FIRE RATED OR SOLID FILL ALL GELL5 W/ GONGRETE STD. GW r-- NOTE: ALL EXTERIOR OVERALL DIMENSION5 ARE TO GENTERLINE OF PAPTYWALL CLO PARTY Kq_L q. -a- 4' -b" 5'-2" Sb, 1:201"JWS 21'-4" 6°-6" I HATGHNO INDIGATE5 THE FL(9OF? AREA OVER OPEN 5PAGE REWREP 0 TO HAvE R—Icl HIN. IN%L. SWS (2) 30'� (EErRES�a (2) 2X4 #2 5YP STUDS W/ (1) MTT25E N/ 3/4" THREADED ROD W/ `5ET' EPDXY I 2'6"xb'8' P.F. MA5TER 5U I TE 5" 0 I/4" � 4" 15'-0 1/4" F, a 5 Ras 4 �r 5 3/4 1 B.F. If I/�" �'-O 1/2" BEDROOM #2 10'-0 1/2" 42" Hb5H WALL W/ Wei. GAP 3'-4" a� X UTILI b'O" GLrv. N p 4'-10 3/4" VAcKE '-4" 5W5 �I _. BF 2'r3"x6'b. ;� 20405H FR. DR. PH —Y 2) X12 DRYER VENT _ BATH TIS/ S' GOA � r" y ED 4° b'O" GL6.I/4 SHb [f? sn Ear c OILY SLOPE 1 0. — (2) ?Xb HEADE5040 R 42' H (3H RAILINO EMP 1 T V4/ P16KET5 0 3 1/2" TEMP APAF•Ar MAX. 5l i I 5W5 4X4 P. POST N/ - MT516, TOT`' a 5T12 BOTT 1-1 T-2" -T— i7 " 14 1 '"`TY _ 21'-4" CLOF PARTY WALL 5 3/4" 1 1/2" , SEC/OND FLOOR PLAN (ELEV.4) SCALE: I/4" = I' -CJ" /�' 7 /�' 7 U 17 IID11 ""211 (ENTRY LEFT-1�../i�1'` A(7 -E I�.16H NOTE: ALL AIR HANDLER UNITS TO HAVE 4" (MIN.) GLEARANGE ALL 51DE5 4 IF ENGLOSED THE ENGLOSWE TO BE 12" KDER THAN THE APPLIANG'E. HALL LEG—ENE) INTERIOR BR6. HALL TIE BEAM a W-4" A.F.F. PARTYWJALL cm ,4U e) II aK)� 4 0TZ ED ra A/C; DRPJN LINE TO I5T FLR - AHU ON PLATFORM o LJ 1 d G LG UL T I OSI- N CT DL FIRST FLOOR, LIVING= 5 1 cl 15F SEGOND FLOOD'. LIVIN63: 6qO 51=DRAM ti TOTAL: 120q 5F SEE y� GOVERED ENTFY: _ 35 SF a Nam, ALL 5( ua RE Fooma aE � GAUAPLATI ARE TO GOVEF,EP PORG 53 5F CENTERLINE OCENTERLINE. PARTYYIAL CHECKED 21'-4" 6°-6" I HATGHNO INDIGATE5 THE FL(9OF? AREA OVER OPEN 5PAGE REWREP 0 TO HAvE R—Icl HIN. IN%L. SWS (2) 30'� (EErRES�a (2) 2X4 #2 5YP STUDS W/ (1) MTT25E N/ 3/4" THREADED ROD W/ `5ET' EPDXY I 2'6"xb'8' P.F. MA5TER 5U I TE 5" 0 I/4" � 4" 15'-0 1/4" F, a 5 Ras 4 �r 5 3/4 1 B.F. If I/�" �'-O 1/2" BEDROOM #2 10'-0 1/2" 42" Hb5H WALL W/ Wei. GAP 3'-4" a� X UTILI b'O" GLrv. N p 4'-10 3/4" VAcKE '-4" 5W5 �I _. BF 2'r3"x6'b. ;� 20405H FR. DR. PH —Y 2) X12 DRYER VENT _ BATH TIS/ S' GOA � r" y ED 4° b'O" GL6.I/4 SHb [f? sn Ear c OILY SLOPE 1 0. — (2) ?Xb HEADE5040 R 42' H (3H RAILINO EMP 1 T V4/ P16KET5 0 3 1/2" TEMP APAF•Ar MAX. 5l i I 5W5 4X4 P. POST N/ - MT516, TOT`' a 5T12 BOTT 1-1 T-2" -T— i7 " 14 1 '"`TY _ 21'-4" CLOF PARTY WALL 5 3/4" 1 1/2" , SEC/OND FLOOR PLAN (ELEV.4) SCALE: I/4" = I' -CJ" /�' 7 /�' 7 U 17 IID11 ""211 (ENTRY LEFT-1�../i�1'` A(7 -E I�.16H NOTE: ALL AIR HANDLER UNITS TO HAVE 4" (MIN.) GLEARANGE ALL 51DE5 4 IF ENGLOSED THE ENGLOSWE TO BE 12" KDER THAN THE APPLIANG'E. HALL LEG—ENE) INTERIOR BR6. HALL TIE BEAM a W-4" A.F.F. PARTYWJALL cm ,4U e) II aK)� 4 0TZ ED ra A/C; DRPJN LINE TO I5T FLR - AHU ON PLATFORM o LJ 1 d G LG UL T I OSI- N CT DL FIRST FLOOR, LIVING= 5 1 cl 15F SEGOND FLOOD'. LIVIN63: 6qO 51=DRAM TOTAL: 120q 5F SEE GOVERED ENTFY: _ 35 SF a Nam, ALL 5( ua RE Fooma aE � GAUAPLATI ARE TO GOVEF,EP PORG 53 5F CENTERLINE OCENTERLINE. PARTYYIAL CHECKED %!`FJeE: ! I� •,_IBJ 1' > COVERED BALGONY: 52 5 DATE' to/13r� TOTAL: 1606 5I= SHEET 1 I GAR. -IR NOTE- WIND DESIGN PRESSURE ICOR ALL WINDOWS ` 9 TR `� "A8 BEEN 8I� V TO OF ONCLUDIN TRANSOMS) ) TEMO DORS MEET OR EXCEED WIND LOAD 25,9 7- P -34.7 P F WNL OTHERWISE NOTED) REQ E _ TS OF THE FLOIRIDA y RESIDENTIAL MLMG CODE, 2004 ED. v I I- � ' • ' � 1 1 O 20405H ° TEMP + 10'-b 3/4" A.F.F. i, GUN FIN. 2nd FL. CONTROL JOINT + W-4" ATF _F_ I rop OF um 1 � r .. , 245H 0 9 U _ , WIDE 'TOOLED -TEXTURED GEMENT FINISH OVER GMU (TYP) _ __ —FIN15H FLOOR LINE TY 1/4°' = 1'-0" NOTE: &IJARDRAIL TO BE MIN. 36'° ABOVE FIN15H FLOOR. HANDRAIL TO .COMPLY w/ F13G 311.5.6 AND TO BE 34"° TO 38" AF3OVE LEADING EDGE OF TREAD. ALL'PIGK.ETS TO BE 3 1/2" APART (MAX) HEADROOM AT STAIRS TO DE 6'--8" MIN. 5TRUGTURAL LIVE LOAD c9 5TAIP5 40 P5F. NOTE: ALL RAILS TO 13E GON5TRUGTED FOR A GONGENTRATED LOAD OF 200 1b5. APPLIED @ ANY\ POINT a IN ANY DIREGTION m I 12 2X(q RAFTERS 0 —.--PRE-ENGINEERED !^ID----- 24" O.G. VV H2.5 4 TRUE. 555 ® 24" O.G. TO HEADER. 4 (SEE TRUSS D9 SINGS)HUS26 HANG TO LEDGER 20'-10 (2 R-30 BLOWN INSULATION --------------- ------ "TOP OF RNLqBATT Lo ALL Y' - - _ -. HEEL + W-5 3/4" A.F.F. TOP OF 13RG. 2Xb LEDGER 12 �u :90405 1 TEr'V- — (2) 2X6 HEADER H/ MASTED 204osH 00VED To MT516 EA END 4X4 P. T. POST AL.00NY \ 4X4 P.T. INL7. POST 2"X4" FR AME - � 42" HIGH kAILING k�,LL H/ PIGr-ET5 0 2"X4" FRAME I/?„ APART MAX. HALL �R-11 INSUL. 16" PP. FLR. R-1.1 IN5UL. i �4 TRU55E5 24" O.G. ` ' + lob 3/4" A - G .1- F FI A.F.F. I Nom. 5 IN P.G. (2) ?�aJ - — rOP�'r❑�-�❑i.-- LIN'TEL d TIE 13FAm T.G. ONLY FILL 50LIP H/ GONG, 42" H. 1='AKE PIAL f W/ WD. GAP - REG ESSI=D ARGH 2 LINTEL OMU GOL. BEYOND C-�;'RE ROa6°;�i 1 KITGHEN BEYOND / / p ENT -6'0X6 °U FOYER TEXTURED GEMENT 3'0x6'8 FIN15H OVER GMU ENTR'i (T -TIP) DOOR FLk. O' -O" FIN. FLR.If, __ _ _ 5EE FOUNDATION PLAN FOR FOOTING SIZES 4 LOCATIONS A� U I L..❑ I SECTION 2 D V #q UNIT l T 11 1' (ENTRY -- - - sCAI , i�� ° - I' -O•' b :l 1 ELEV. U -N `T' LE T -C BAR A� � � I CSI -IT) �i ll'im .! t 9 In q4 W g .'J'soklCl.(In11� iL'sIs �7, ra',.r. I CL krm-U PARTY CbF F'AR lY HALL 1 GMU WALL I ' 12I SHINGLES 12 , 14" x3/4" R.A15E \ 1 STUGGO DAND- _ 1 20 10" TOP OF _ 0 HEEL ----- - - -- \ - f I&'-& 3/4" A.F.F. TOP OF ORG --- Te<RTRED GEMENT 4X4 P.T. FINISH OVER MTL. POSTS - ° LATH (TYP.) ® - 1 APPLIED 5P - POLYPP-r POLENE 5GALE: 1 °' 1'-0" I B ADJAGENT __j UKEYSTONE DETAIL UNIT d ELEV. �. . VARY PER I l 12 BLDG. LAYOUT 4 + lo' --b 3/4" A.F.F. 1 .2" MAX.. FROM DO rTOM FIN. 2nd FL. RAIL TO FLOOR + q'-4°' TOP OF E3M. `. • KJ Yl I T0GG0 \ I UNIT # ELEV. B VARY PER \ OLDG. LAYOUT TEXTURED GEMENT 0 I ❑ _ I FINI5FI OVER. GMU / _ Y I I 2" I11 -- FIN15F1 FLOOR LINE 3'OX6'b DR. b'OXTO O.I-I. GAR. DR. I P -MOLD DETAIL _ FRONT ELEVATION ELEV. #4 Pl.T.S. (UNIT V) (ENTRY LEFT— (52 ❑ RIGHT) 1-7 RISERS AT 75-f" EA. 16 rREAo5 - TREAD DEPTH c125" PLUS I" N051NO o TREADS GUT FROM " I 2x MATERIAL P.T. 2!0 J015T5. RISERS GUT FROM Ix MATERIAL o 24" O/G DETAIL 5T 15 (2) I`rr + S 1 G C 5GALE - 1/2" = 1'-0" ALLH liV5 Il`�iTALl FV:t RAN UF. t OF P05T (YF. � LOG) MAILW 6iiI IS 5 5EGNO OFLOOR LIPS . iIK o " FT 2X4.02 srp 6 P FLAT v W 04 r. (w/,5ALV. "LTJ P.T. 2 A0 P t- .10t5T ---- - Ci q rj 1 z 0 (w/ 6A�V. NAILS) — W(4. V'3 nM WLT'9 r to 1, &ALV) ® a EA FLOM TFW-55 VE -AM P.T-. XIQ LEV6 t NOTE: 115E &AL V. MAIL w/ EXT. P='.T, W000 { r -m- MAW 50EG5. SEG I I O LGON -TEXTURED GEMENT FINISH OVER GMU (TYP) _ __ —FIN15H FLOOR LINE TY 1/4°' = 1'-0" NOTE: &IJARDRAIL TO BE MIN. 36'° ABOVE FIN15H FLOOR. HANDRAIL TO .COMPLY w/ F13G 311.5.6 AND TO BE 34"° TO 38" AF3OVE LEADING EDGE OF TREAD. ALL'PIGK.ETS TO BE 3 1/2" APART (MAX) HEADROOM AT STAIRS TO DE 6'--8" MIN. 5TRUGTURAL LIVE LOAD c9 5TAIP5 40 P5F. NOTE: ALL RAILS TO 13E GON5TRUGTED FOR A GONGENTRATED LOAD OF 200 1b5. APPLIED @ ANY\ POINT a IN ANY DIREGTION m I 12 2X(q RAFTERS 0 —.--PRE-ENGINEERED !^ID----- 24" O.G. VV H2.5 4 TRUE. 555 ® 24" O.G. TO HEADER. 4 (SEE TRUSS D9 SINGS)HUS26 HANG TO LEDGER 20'-10 (2 R-30 BLOWN INSULATION --------------- ------ "TOP OF RNLqBATT Lo ALL Y' - - _ -. HEEL + W-5 3/4" A.F.F. TOP OF 13RG. 2Xb LEDGER 12 �u :90405 1 TEr'V- — (2) 2X6 HEADER H/ MASTED 204osH 00VED To MT516 EA END 4X4 P. T. POST AL.00NY \ 4X4 P.T. INL7. POST 2"X4" FR AME - � 42" HIGH kAILING k�,LL H/ PIGr-ET5 0 2"X4" FRAME I/?„ APART MAX. HALL �R-11 INSUL. 16" PP. FLR. R-1.1 IN5UL. i �4 TRU55E5 24" O.G. ` ' + lob 3/4" A - G .1- F FI A.F.F. I Nom. 5 IN P.G. (2) ?�aJ - — rOP�'r❑�-�❑i.-- LIN'TEL d TIE 13FAm T.G. ONLY FILL 50LIP H/ GONG, 42" H. 1='AKE PIAL f W/ WD. GAP - REG ESSI=D ARGH 2 LINTEL OMU GOL. BEYOND C-�;'RE ROa6°;�i 1 KITGHEN BEYOND / / p ENT -6'0X6 °U FOYER TEXTURED GEMENT 3'0x6'8 FIN15H OVER GMU ENTR'i (T -TIP) DOOR FLk. O' -O" FIN. FLR.If, __ _ _ 5EE FOUNDATION PLAN FOR FOOTING SIZES 4 LOCATIONS A� U I L..❑ I SECTION 2 D V #q UNIT l T 11 1' (ENTRY -- - - sCAI , i�� ° - I' -O•' b :l 1 ELEV. U -N `T' LE T -C BAR A� � � I CSI -IT) �i ll'im .! t 9 In q4 W g .'J'soklCl.(In11� iL'sIs �7, ra',.r. I CL krm-U PARTY CbF F'AR lY HALL 1 GMU WALL I ' 12I SHINGLES 12 , 14" x3/4" R.A15E \ 1 STUGGO DAND- _ 1 20 10" TOP OF _ 0 HEEL ----- - - -- \ - f I&'-& 3/4" A.F.F. TOP OF ORG --- Te<RTRED GEMENT 4X4 P.T. FINISH OVER MTL. POSTS - ° LATH (TYP.) ® - 1 APPLIED 5P - POLYPP-r POLENE 5GALE: 1 °' 1'-0" I B ADJAGENT __j UKEYSTONE DETAIL UNIT d ELEV. �. . VARY PER I l 12 BLDG. LAYOUT 4 + lo' --b 3/4" A.F.F. 1 .2" MAX.. FROM DO rTOM FIN. 2nd FL. RAIL TO FLOOR + q'-4°' TOP OF E3M. `. • KJ Yl I T0GG0 \ I UNIT # ELEV. B VARY PER \ OLDG. LAYOUT TEXTURED GEMENT 0 I ❑ _ I FINI5FI OVER. GMU / _ Y I I 2" I11 -- FIN15F1 FLOOR LINE 3'OX6'b DR. b'OXTO O.I-I. GAR. DR. I P -MOLD DETAIL _ FRONT ELEVATION ELEV. #4 Pl.T.S. (UNIT V) (ENTRY LEFT— (52 ❑ RIGHT) 1-7 RISERS AT 75-f" EA. 16 rREAo5 - TREAD DEPTH c125" PLUS I" N051NO STA I SEGT I O SEGTION-THRU SCALE: 1/4" -I' -O" 2" HIC5*1 RAKE IALL W WD. GAP UNIT 4 VARY g BLDG. 1/2" TOOLED ❑� STUGGO -JOINT s SMOOTH FINISH 5TUGGO a } e STUGGO BAND5 f , e ROUGH FINISH -- mom- 5•TUGGO TOOLED STUGGO BAND DETAIL N.T.S. UNIT 4 ELEV. VARY PER BL.D6. LAYOUT ROOF PLAN ELEV (UNIT V) (ENTRY LEFT— OARAOE .I HT) cq �W I � CazCL o TREADS GUT FROM 5TRIN61ER 2x MATERIAL RISERS GUT FROM Ix MATERIAL DETAIL 5T 15 SEGTION-THRU 5GALE - 1/2" = 1'-0" STA I SEGT I O SEGTION-THRU SCALE: 1/4" -I' -O" 2" HIC5*1 RAKE IALL W WD. GAP UNIT 4 VARY g BLDG. 1/2" TOOLED ❑� STUGGO -JOINT s SMOOTH FINISH 5TUGGO a } e STUGGO BAND5 f , e ROUGH FINISH -- mom- 5•TUGGO TOOLED STUGGO BAND DETAIL N.T.S. UNIT 4 ELEV. VARY PER BL.D6. LAYOUT ROOF PLAN ELEV (UNIT V) (ENTRY LEFT— OARAOE .I HT) cq �W I � CazCL REGIUMEMENTS OF TME F+ O" o 0) cn o E . iIK o 6 P r. Ci q rj z 0 to REGIUMEMENTS OF TME F+ O" x �a Z 5EE DETAIL a PARTY HALL SHEET 5 4 6 CV -NOTE, DO NOT WT FIRE RATED HALL 5Y57EM NO HARPHARE TO PENETRATE FIRE RATED HALL 9EE 5Rr, 5 NOTE. GMU 5EPAP-ATION HALL USE &X&Xl(g 60MRETE MA5ONRY UNIT5 W 4" EQUIVALENT TH16KNE55 4 2 HOUR FIRE RATED CPR SOLIE? FILL ALL GELL5 W GOW RETE 5TV. G"i NOTE: ALL EXTERIOR OVERALL PIMENVOME, ARE TO GENTERLINE OF PARTY HALL A cr OF 2 -CL L PARTY w'd. 41-6 el 211-4c' EM EM —HATaJIM& INDIGATE-5 I :: THE FLOOR AREA OVM OPEN 5PA<,r= kiamr-v TO HAVE R -K1 MIN. INSUL. (2) 305 (E&m ) .......... 42) 2X4 #2 5YP 5TUD5 I-V (1) KTT2&E3 W 3/4' THREADED Rov W 15ET, EPDXY 1 P65TER 5ULEE b'O" G -L6. 15'--0 1/2 " AM ON PLATFOf*ZM 7 (5TM-,, AN" C/1—O" 91-0" � Go PARlY HALL 51^15 I OVER HFI L b BED 00M #2 L)5E ?"Xq' FLAT V'0" OL -0. F -WRING a STAIRS, 55/4 X X If 1/2'l° 10'-0 1/4" 10'-0 1/4 0 (FeRE55) BEOP,00M #5 loll x ........... LINE OF I I 5w5 I 5w5 ROOF I DELOH 31-11if 14'--0' SEGO ND FLOOR PLAN 56ALE! 1/4' 1'-0" (ELEV. #5 a UN I T ENTR-T- LEFT GIA RAG— E R 10— H -T) NOTE: ALL AIR WANDLER UNITS TO WAVE 41' (MIN.) CLEARANCE ALL SIDES 4 Ir- ENCLOSED THE ENCLOSURE TO BE 12" WIDER. TWAN TWE APPLIANCE. AREA GALGULATIONS FIRST FLOOR LIVING: 51q 5F SEGONE) FLOOR LIVING: 6qo SF TOTAL: 120q 5F GOVER,EP, ENTRY-. y4?1 5F GOVERED PORG_H: r1i3.F. 5F OAF,-A,OF : 2711 5F TOTAL: 2- VTR 5F H I c' LL= ==-=-- R a 5 �TB 211-4c' EM EM —HATaJIM& INDIGATE-5 I :: THE FLOOR AREA OVM OPEN 5PA<,r= kiamr-v TO HAVE R -K1 MIN. INSUL. (2) 305 (E&m ) .......... 42) 2X4 #2 5YP 5TUD5 I-V (1) KTT2&E3 W 3/4' THREADED Rov W 15ET, EPDXY 1 P65TER 5ULEE b'O" G -L6. 15'--0 1/2 " AM ON PLATFOf*ZM 7 (5TM-,, AN" C/1—O" 91-0" � Go PARlY HALL 51^15 I OVER HFI L b BED 00M #2 L)5E ?"Xq' FLAT V'0" OL -0. F -WRING a STAIRS, 55/4 X X If 1/2'l° 10'-0 1/4" 10'-0 1/4 0 (FeRE55) BEOP,00M #5 loll x ........... LINE OF I I 5w5 I 5w5 ROOF I DELOH 31-11if 14'--0' SEGO ND FLOOR PLAN 56ALE! 1/4' 1'-0" (ELEV. #5 a UN I T ENTR-T- LEFT GIA RAG— E R 10— H -T) NOTE: ALL AIR WANDLER UNITS TO WAVE 41' (MIN.) CLEARANCE ALL SIDES 4 Ir- ENCLOSED THE ENCLOSURE TO BE 12" WIDER. TWAN TWE APPLIANCE. AREA GALGULATIONS FIRST FLOOR LIVING: 51q 5F SEGONE) FLOOR LIVING: 6qo SF TOTAL: 120q 5F GOVER,EP, ENTRY-. 55 5F GOVERED PORG_H: 53 5F OAF,-A,OF : 2711 5F TOTAL: 1574 5F 1 1/2" 5EE t7ETAIL 0 PARTY HALL SIAEf-T 5 4 6 HALL LES ENP INTERIOR EURO. HALL TIE BEAM a ci'-4' A.F.F. PARTY WALL WTE: ALL 50V^RE FOOTAGE GAI-GULATIOW5 ARE TO GENTERLINE OF PARTY HALL L U) M w PC wD a gn PC ci ck: zic -5 ou c; c; En 03 M. W, Go NOTL WIND DESIGN PRESSURE FOR ALL WINDOWS TM9 SMUCTURE HAS BEEN DEOMM'D TO INCLUDING TRANSOMS � & EXTEMOR DOORS MEET OR EXCEED THE M WH %MMD LOAD +25.9 PSF, —34.7 PSF SS'ROTHERWISE NOTED) REOUMEWNTS OF THE FLORIDA RESIDEMML OMMG CODE, 2004 ED. '3�•�I�II��k!&�f��9I�`�I�lu1lrlP(i 11jt0. �1'li REAR ELEVATION #3 (UNIT 'G') (ENTRY LEFT-62AFA6E RICHT) 12 5.,m SFPINGLES �6 ¢ IV -5 _3/G4" A.1=.F. TOP OF 13RG + 10'-6 3/4" A.F.F. FIN. 2nd FL. _ W-4" A.F.F. TOP OF UM. TEXTURED GEMENT FIN151-1 OVER GMU (TYP) FIN1514 FLOOR LINE 1/4" 1'-0" + W-8 3/4" A.F.F. - TOP OF 13RG. 2"X4" FRAME—J�' 1�1ALL OM #2 -16W DP. FLR. R -II INSUL. TRU55ES O.G. 12 --24" ��. 14 <12 —i - P.G ONLY R -EG E55ED LINTEL :H GOVEREP ENTRY ENTRYYE . DOOR 12 14 + 10'-g 3/4" A.F.F.' - FIN. 2nd FL. _ f q'-4' A.F.F. TOP OF E3M. - 5GALE: I/4" = 1'-0" TE)<TURED GEMENT FIN15H OVER (-_MU (TYP) 0'-0" FIN. FLR. • -tom all 5H I NGL!E5 6" H. X 3/4" RAISED 20'-10" A.F.F,- 5TUGGO FIEADER \ rRU55 HEEL (TYP) / IV-& 3/4" A.F.F. TOP OF EiRG. ADJAGENT UNIT TYPE VARIES KEYSTONE SEE ULDe. PLAN 1 DETAIL -I -- l 30505H + 10'-6 3/4" A.F.F. - FIN. 2nd FL. - 12 + q'-4" A.F.F. 4� _ _ _ _ ❑ ❑ I y--- I FIN15H FLOOR LINE PLANT 5HELf TOP 0 15'-8 3/4" A.1 I 12 � I TEXT RED GEMENT _IN15H OVER MTL. LATH (TYP) I P.A (15F�7 TYP ) TOTE (TYP I APPL_ I ED I POLYPROPOL ENE SFRU 1iER (TYP) 12 a Lor— I I \ 211OLI Ill 1` P -MOLD - --DETAIL-- N,T.5. (LI3'O 5 DR. ", O0.4-1. OAR, 0.GAR. OR. F PLX6'ARTY 6"x6" 5cx)RELf tbJALL ARTY STUGGO FRONT ELEVATIO (UNIT 'G') (ENTRY LEFT- ARA .16HT) 1/4" =1'-O" STAIR EGTION 5EGTION-THRU 5GALE: I/4"= I' --O" 17 R15ER5 AT 1.5-1" EA. 16 TREADS - TREAD DEPTH 19.25" PLUS I" NOSING I mcipkl.J7 CA/ 1 1—mul 1 STRING- R 2 X. MATEP.IA.L RI5ER5 GUT FROM I X MATERIAL DETA I L - STA I RS 5EGTION-THRU 5GALE - 1/2" = 1'-0" NOTE: ALL RAIL_5 TO DE GON5TRIXTED FOR A GONGEWRATED LOAD OF 200 Ib5. APPLIED o ANY\ POINT 4 IN ANY DIFEGTION NOTE: GUAP.DRAIL TO BE MIN. 36" ABOVE FINISH FLOOR. HANDRAIL TO GOv1PLY w/ F93G 311.5.6 AND TO 1.3E 54" TO 38" ABOVE LEADING EDGE OF TREAD. ALL f IC ETS TO BE 3 1/2" APART (MAX.) HEADROOM AT STA1F�5 TO BE 6--b" MIN. ST•RUG-fURAL LIVE LOAD o STAIRS 40 P5F, , 1/2" TOOLED 5TUGG0 JOINT w t w 5MOOTH FIN15H 5T1)GGO a 5TUG60 BAND5 a r � e i ROUGH FINISH 5TUGGO' TOOLED TUGGO BAND DETA I'L N.T.5. GIRD Ijl IiI (x III 11� IZ I;I ISI c; 1 U4ZG.b lAL1_ I;I SII II i I .9 III � III I;I ISI it � lil Ij lil DWG. NAM i lil I Ij� ETEL- L ADJAGEN e I i I I I -ADJACENT ROOF LINE , I I I i ROOF LINE VARIE5 PEP, I; I II I I VARIES PER ULPO. LAYOUT I SLDEi. LAYOUT �J CHECKED � a i I isY DATE 10/9/3 ROOF PLAN ELE%v/.SHEET UNIT 'G' (ENTRY L EFT—C-�ARAOEGARF�IrI—ppIT) �2 CL I/V e1 = 1'-�0l —_ THIS 07MUCTURE NAB BEEN DEOWGRED To OF ET ON EXCEED THE ?10 MPH VWM LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL, BUILDING CODE, 2004 ED. OMLET FOR MICRO. IRST FLOOR ELEGTRIGAL PLAN 5G^LF: 114" = 1'--0" UNIT "G" ENTRY LEFT-0-ARAGE RIGHT) I SEGS ND FLOOR LEGS IL PLAN SG -N -r -i 1/4" = V -O" UNIT 11G 11 (ENTRY LEFT-oARAo-E P-1 Irk I i ° - tl CL OF PARTY HALL PARTY HALL 2--P 2r.-' Cr OF OF PARTY HAL PAI='.TY HALL L I' -4n �,_ } I'_q 211-4" -t 30e,; � x 30" x IO" t— -- II'-" IU' G" " GONG. GOLUMN GONG, PAD H/ NO. 5 " x &" THICKENED - H/ (3) N0. 5 5 VERT. { EI3AI @ 6" O.G. L.114. E06E H/ (1)'15 TOP @ q'4 A.F.F. •�, _ - 9 BOT. (TYPICAL OF 2) - -I CONT. (TYP) ° P.G. 4 TIE BM. ° --� ...._.----.-_. - I: r— -- 2. POf�.G -4- GOV. GONG:.. f I GONG. PATIO I I I I Hsx I q'-4" GLC. HB PAD I„ I SHS u 5H5 I 1245H FII3 lL TT— I I — -- — I 1- I - I �� JL JJ I S P RTIETER (i�j I I I DBL. SINK DB SINK I I I H/ DISP. 207 x20" GONG. P�4UNOLITPIIG DISP . i F91GHE I g O I/�" 12 °-0 114" FTc�., W/(3) #5 CONT. (TYP) I I I q)v 7 21'-4' Z , �I 5LAD ON SDE G0�5TF�YlGTION I I I � I I d5 E NNEE OlED H/ 1 I 4" THICK 2500 1 CONGR-FTE SLAB I I I KITGHEN I I c"i GOt�IITERTOP HrM b"xb" 10/10 HELPED HIRE MESH L I q'� ° VOL. GLS. ON b -MIL. VAPOR E)ARRIEP. ON GLEAN I I I 1 J- GREAT_�Z OM cis% GOMPAGTEP FILL. I I I �" CABINET q'4" VOL. GLC. — UNPER - I '-10 314" _24"X24"X12" GONG. I I I cauNrERTaP fi -1 I� ORF,. PAD H/ NO -5 I I 6° ✓" I/ " REBAR o 6" O.G. EA: WAY ESOT. I 1 O. HALL -- - - -�- h-- r— I I I `� I fyEll 5YP. 5TUPS ICS PININ I!h s I 3' -IO 3/41" 10" x. 20" CONG. FT67. I I � F ir> rl [�q'4' VOL GLO rw C3) �� cow. . � 2"x4'° FLAT 28 I I /� I I I 28 6cU,�.FZINO ®STAII�a " 8 0. I I I I - PROVIDE �" PVG I I A/c LINE to I ( ELEG. CHASE TO - 0 3'Ox6'� FROM 2ND O ,AVTR GONE). I I L? " " " DF FLoarz R/A IN 3� TACK) I „ 2" OPT. I GLO. �� - n� "I " TILE OF — ' — =J — �- _ — _- — _ I , I o 3' 3" ' a %a (2)2XI2 _ ;1;j (2)2x12-RIC.Br_ --____. - — — — �Y ®. Ib"x20" GONG. FTO. LAV I I 7 I PH P, i s�aPE cL�. • H/ (3) CONT. I I I I dl I G C5. T�' I I FORGER -- - - _ 4 i I r- 1 � FaIRDEP n I I l� - '°X24"X12" for . % LY I I L (4) 2x4 sYp. 5Tl� -5 " . PAD H/ NO.5 I J' 5 3/4" H/ (1) MTT286 bIv EA. HAY BO O.G. I /moi I I I �L314"XB" EXPANSION 1 5 �/4° 1 I U 1/2° 4" r "x8" THICKENED I� Zr 12' d4 I/4" -I i =�" °-1" I I LDeE WI) #5 He a � Zo IL GONT. (TYP) I- - , u, SEE DETAIL #I PARTY So F ;1 — _ I ° i 3.4°)(34'X12" GONG. I t L, L Ew,,&. PAD H/ NOS ENT ° ' I PEBAR a 6 O.G. � � (4) 2X4 5YP. 5TUD5 � I �IT� o EA. HAY 17o r. I Q - O � � I H/ (I) HTT2t3E3 H/ -�' '1'4" GL6. 3e4"X�" EXPANSION (1) VERT. H/ 12" E30LT I ' - - i 1 H001C ® TOP 4. TIED ARCH _ To #5 DOHEL ®, FTC. z I I� H/ 30° LAP sPLIGE -• w-. _ �W _ - P G ONLY FILL GLLL H/ 3000 �" LINE OF I I P51 PEAROCK GOING. �i t�°x�" THIGKEwo, LIN FLUOR - ---� EDDE w/(u �5 _ I 12'-10 1/4° 20"x2O" GONG. MONOLITHIC z I CUNT: ('fYi') 5/� errPE °x' DRYHALL FTE H/(3)5 DONT. (TYP.) dJ I ° I I 0 6ArzAOE 6EILIN6. � + I _LLS , LID H/ ILL CELLS c� I - L _ _� - _ _ _ - _j I cow - 3/4' -- - - - - 3/ Dia I P/ SLOPE © ° b - - h413 FILL CELLS SOLID H/ I b'-DK7'O D.FI. DAFt. DIt. ° GONG. a, -o 3 O" ," 4° 3'-U" t3' -O" 3'-O" 4'-I0" �, °, 14'-0" T' 4" 21'-4" FOUNDATION PLAN FIRST LOO PLAN ) 5GAI F. 1/4" = r -o`° �q ---, 5GALE: 1/4" = 1'_0" -ti- _ELEV. (ELEV. 4 J) MIT` (ENTRY Imo'I�HT EARA L T UNIT ILII (ENTi'�'' .IC�FPT- / LEFT) H/ OARAG—ES B AG1� TO BAGK ONLY IN BLDG LAYOUT H/ C�,�RAOE5 BAGK TO E3AGK ONLY IN UL26 LAYOU=r 5 3/4" 5 3/4" � I ` 4 I f \ I I I 11 -1/2" 12'-6 1/4" 4" -I 14°' " 4'-I 1 1/2° . �"x� THICKENED EDGE WQ 165 - - - -1— CONT. (TYP)T SEE DETAIL #I o I ii I ® PARTY HALL - " - 5 5OF-1 --- 1 I I-iEE-r 34"X3 X12 GONG. I - BRO. PAD H/ N0.5 I 3, „ 4,�„ I I _ q'4° VOL. GLFa. EN t9 6" O.G. �` 1 I EA. HAY BOT. I O 1 I 5/t3" 'rfP 'X' DRYHALL GLC 0 I w I I a� GARAOE GEILII5. 71 (1) � VERT. IPoV 12" ' Y ' HOOK a TOfi 4 TIED - - - - .� _ _ _ _ ARCH TO #5 bol, -EL ® FT6. I " " r IRDER - _ e o ° P G. ONLY _- - _ H/ 30" LAP, SPLICE m _ _ I FILL CELL Yid/ -3000 I I OF I PSI PEAROCK Gores. Q "x�" THICKEF lE J 2ND FLOOR - = Q - EL76E H/(I) #5 r 20"x2O" GONG. MONOLITI-11G I I FT6. H/(3) #5 GOVT. (TYR.) I CONT. (TY�') � � IFILL GELL5 SOLID H/ 3/4" DRIP/ SLOPE p -------_----- n o I b i { FILL GELL5 500LID H/ _ 8'-0X7'0 U.H. r AFZ. DR. HD I 3'-0" b' -O" 3'-0" 4" I ; 21'-4- 'IAL 1'-4" i /� I T.I L FOUNDATION i `b T� I T e ! &� ALE. 1/4 - - -- (ELE/ - I' -O e q SCALE, I/4 °° I °-0 MIT T ''G", (ENTRY .I CJNT 6AR OE LEFT) UNIT Ilr (ENTRY .I � SIT -GSR AOE LEFT) rG,�R,�G 5 S��R,� TED I N BLDG,. L AYOUT H/ 67ARAOES SEPARATED IN BLDG. LA POUT �I[ — I,, I, a:. l .- . . '.,�. � 0. ,' p t. as:wx..m....,m..-..-...,., .«. wwnww..�.u,.......rw , ..,... .. ._._,. .. ,. ..-:. ... A....,..,.. ...,:... .. - "'��'ft"�ilyt�'�r�.ll�I��p�1�3RII,liil��+wnr�roK4`, ._.._.__ ._ .. _::.... SEE DETAIL ® PARTY HALL SHEET 5 @ 6 SEE E>`I TAIL ---T o PARTY HALL SHEET 5 4 b >TE: MU SEPARATION HALL aE &XSXI6 CONCRETE ASOWr UN I T5 H/ 4" �IUIVALENT f HIGKN-55 2 HOUR FIRE RATED R SOLID FILL ALL F1 1 5 H/ CONCRETE M. CHU ATE, ALL EXTERIOR OVERALL DIHENVoW, APE TO CENTERLINE .& PARTY HALL NOT - AL..L AIR HANDLER UNITS TO WAVE 4" (MIN.) CLEARANCE ALL SI®E5 4 Ir ENCLOSE0, TIE ENCLOSURE TO E 12" WIDER THAN TPE APPLIANCE. AREA G L.GULATION FIRST FLOOR LIVING: SIGs 5F 5EGOND FLOOR LIVING: 6Gi0 5F TOTAL: 120q 5F GOVERED ENTRY- 53 5F COVERED FORGH! 55 SF GARAGF 2—f Gt 5F TOTAL: 1 X14 S� HALL L E ENP INTERIOR BRO. HALL TIE BEAM @ q'-4" A.F.F. PARTY HALL NOTE: ALL UAP.E FOOTA 6ALGULATIoN5 ARE TO GENTERLINE OF PARTY HALL aVIG, NAfl C DRAWN GAR.- THUS STR94CTURE HA8 BEEN DEMCMD TO OF py CHECKED [SATE C SHEET GAR.- THUS STR94CTURE HA8 BEEN DEMCMD TO OF py ET ON EXCEED THE ino WH WM LOCA® 12 12 5HIN6LE5 - — -- — -- — -- — -- - I—TEXTVP.EP GENENT b" H. X 3/4" RA15EP-- FIN15VI OVER MTL- 20'-10" A.F.F. LATH (TYPE STUGGO HEADER -/Z!�A TYP) -TRUSS FEEL— WAISEP - TONE (TYP) + IV -b 3/4" A.F.F. \TOP OF DRO. —ADJAGENT UNIT APPLIED TYPE VARIES KEY5TONE POLEOE SEE BLDG. PLAN POLYPRO % -UTTER. (TYP) DETAIL � LL < 5050', 3050511 -H -5 3/4" A.F.F. 12 12 FIN. 2nd FL. 14 + cl'-4" A.F.F. TOP OF BM. ........ . . 1 2- Ll El I _..''. Ll P2�� I LJ P -MOLD DETAIL -El El z I FIN15FI FLOOR LINE CE OF PARTY &'O>Cl'o O.H. OAR. DR. 6'xb" 5GOREP- 31OX65 DR. IOI' PARTY HALL 5TUcr-O HALL NOTE. ALL RAILS TO DE GON57RUGTED FOR, A rONGENTRATED LOAD OF 200 lbs. APPLIED o ANY\ POINT 4 IN ANY DIREGTION FRONT VTION #5 (UNIT 'C) (ENTRY R16HT-6-7ARAOE LEFT) LANT 5HELF a 5'-b 3/4" A.F.F. STAIRSEGTION 5EGTI!ON-THRU 5<,ALE: 1/4"=I':57 1-f R15EP-5 AT -1.5-1" EA. 169 TREADS - TREAD DF -PTI -I <1.25" PLUS I" N051NO TREADS GUT FROM 5TRINOER 2 X HATER IAL R15ER5GUT FF.OH 1)(MATERIAL DETAIL - STAIRS 5EGTION-THRU SCALE - 1/211 = 1'-0'( 1/2" TOOLED 5TUC,C,o jo I trr SMOOTH FIN15H- 5TUGC,O E3ANC;15 lu Q' P Lu u - ROUGH FIN' 5H STUCCO `� TOOLED STUCCO BAND DETAIL N.T.5. IRDE I -T — — — — — — III III Ijl III � III III III. DRO. W4-1-5 L NOTE: GUARDRAIL TO BE MIN. 56" ABOVE FIN15H FLOOR. HANDRAIL TO COMPLY vi/ Mr, 311.5.6 AND TO DE 54" TO 38" ABOVE LEADING EDGE OF TREAD. ALL PIGKETS TO BE 5 1/2" APART (MAX) HEADROOM AT STAIRS TO BE 6-8" MIN. 5TRUc,TURAL LIVE LOAD @ 5TAIP-5 = 40 P5F. III III DWG. NAME III yl EMGTF-L- DRAWN x Ap-IA6ENT-- I A0 -!AGENT ROOF LINEPER ROOF LINE VARIE5 PERIII E31-0(57. LAYOUT II IIIVARIE5 : BLUO. LAYOUT CHECKED isy >- DATE 10/s/3 — — — iA 0 --OF f"LAN V,-5-.-.,# SflEET -2-CR ELEV. #3 (ENTRY RIGHT-OARAOE LEFT) GAR. -L Ile", = 1'-0" - OF THIS STRUCTURE HAB BEEN DESIGNED TO MEET OR Excr=ED THE M MPH WM LOAD 7 REGMEMENT8 OF THE FLORKDA RESMENTIAL BUXD-MG CODE, 2004 ED. J OUTLET Disp. Cq C g� vo00 z c� r>, M a a aye qq,� { cn ENTRY �B / I ByA & d ggyygg gg� Fn gyp CA w 0 FIRST FLOOR ELEGTRIGAL PLAN ,• GALLL 1/4° = IV—OP UNIT "G(ENTRY F I eHT C -Ai -GE LEST) � v .. udH.wnsSDA==='=e�,=dr..o6�....r.....:.. _.-•e-0-- :11 ,' ' _.0 ... .. ,.. - r r iir o e. w..rr.owrrww .. FM .�.r :inr: �i• Ar L i yLL 'wwm�^L,+a...,... w�w.n:.w.n=...... ._..,. .., �:...:�, ..,: .�, „'.:_._....... .r- .........., -. . ... .. .•._. S ..,... .. ... .., ........ ...._....- . ... .. • �d�t"�Uti�I��.P6iAr�i�l�i�l�;e�f•'ri.lt�Nt,>� - .. .. - SEGOND FLOOR ELEGTRIGL PLAN !fir 1/4" _ 1A�F, UNIT "G" (ENTRY I0HT-GARQE LEFT) 41A :2 -GR :L OF � OF 'AR HALL PARTY WALL GONG. COLUMN IAV (3) NO. 55 VERT. I'-44 TOP ® q'4 A.F.F. © P.G. a TIE.BR�i. �I SEE DETAIL 0 PARTY Kk-L 5HEET 5 a 6 SEE DETAI L —'- PARTY WALL 5HEET 5 a h L NE OF R I I NOTES 10 2ND FLOOR _ GMU SEPARATION WALT 12 1/4" USE 6X&XI6 GONCR.ETE 5 MA50NRY UNITS W! 4" /5' I I EMIVALENT THICKNESS 5/8° TYPE 'X° DRY4�IALL a 2 HOUR FIRE RATED 0 6ARAOE GEILIN6. OR 50LID FILL ALL IL —1 GELL5 SOLID FU - I I GEL 1-5 VV GONGRETE GONG. 0 I 5TD. GMU --------- vOX`f'O O.H. 6AR. DR.- NOTE: ALL EXTERIOR OVE TALL 1 DIMEN51ON5 ARE TO hfi3 GENTER.LINE OF f PARTY WA&L - 14'-0" IRT FLOOD. PLAN (ELE N a #3 $ 5) 5GALE! 1/4" = 1'-0" UNIT "G" (ENTRY .I 6HT - A A(5E LEFT) H/ 0-ARA6E5 BAGK TO E3AGK ONLY IN BLD LAYOUT 5 3/4" 5 '/s4" It II 1/2°' 12'-& 1/4" 4" _4 - SEE DETAIL 01 0 PARTY WALL _ SHEET 5 OF -1 rte'A q E — — — q'4' VOL. GL6. Nowml 5/&" TYPE 'X' DRYWALL c�7 ANT0 0 6ARAOE GEILIN" . i c1'4" GL6. ARGH _ I B 61Rr�ER P.G. ONLY _ `—LINE OF — 2ND FLOOR FILL CELLS 5011I0 W1 I . GONG. V -OX -VO O.H. 6AR. DR. I H3 5° O" b' -O"° -O" 4° 14'-0" < 21' -4 - PARTIAL FIRST FLOOR PLAN I..._EVa ) 5GA,LE° I/4" = 1'-0" - II II UNI 1� G (ENTRY i 1 HT-OA'AO LEFT) P\I 6 RAG—E5 SEPARATED IN BL O. LAYOUT a /G/ � I OF Off/ ORC �H 4(A 2- C OF PARTY 1 rW5 PARTY WALL I q'�" GL6. 21 I API 4 -- 5W5 C/ ✓ V'."_ 245H , U 61OX615LD %45 04 5W5 0 PARTY WALL IF aE53 SHEET 5 R HATCB11NS INVICATE5 - 1-1 HL /S -. _.----- -r._. J TO IBAVE R-Iq MIN. INSUL. O, 5b^I5 DDL. SIN vv D15P 13/4" NICHE (2) 3050 H 5W4; (2) 2X4 5YP - STUDS W/ (1) K T2&E3 2 ms`s �� W/ 3/4" THREADED tq > X Ul Ul IMP6.-o I/4" 12'-0 1/e4" EPDXY Mr. U'1 UriV BASTER SUITE y sV 15'-0 1/2" — — — Ra5 364 HI6H _ I I KNEE Kd LL W/ T�i� iN EXTENDED II � GOUiTERTOP a'4" VOL. CLO. U O EAT ROOM GAE3INET q'4" VOL. CLE. 2 a4" UNDER o COUNTERTOP re 6-5" I/ " ER6. LL �q (3) 2X4 I SYP. aT Ib T DINING in �([� q'4° VOL. GL6. U5E 2"X4" FLAT FURRIN6 a 5TAIR -5 A/C LINE — Of'i FROM 2ND x6' P L00fZ ° - - b— n T I13F 21A IN - GL6. 1` 5 f0AG6r 1 (� LINE OF - 'FILE ° x 'dE3P6.—Cr (2)2X12 ARCH 75 7n j I� 5 4 4" Es°—" -.SLOPE GL6. 7 I PNE) 2nVTR 61RDEP FOY (4) 2X4 SYP. 5TUD5 t /4 I m2 W/ 2'Prx6'� T cil 3/4"Xb" EXPAN510N E301 -T 5 3/4" �2n 12'--41/4" 4°, SEE DETAIL *I PARITY WALL 5HEET 5 OF 1 °i RAOE q' A of VOL. 61-6. ry W 1 Q Jz (4) 2X4 5YP. 5TUD5 W/ (1) MTT280 W/ CIA" GL6. in 5/4"Xe," EXPANSION �' BOLT ARCH I 8 61 RDER " _ P.G._ T T . ONLY SEE DETAIL 0 PARTY Kk-L 5HEET 5 a 6 SEE DETAI L —'- PARTY WALL 5HEET 5 a h L NE OF R I I NOTES 10 2ND FLOOR _ GMU SEPARATION WALT 12 1/4" USE 6X&XI6 GONCR.ETE 5 MA50NRY UNITS W! 4" /5' I I EMIVALENT THICKNESS 5/8° TYPE 'X° DRY4�IALL a 2 HOUR FIRE RATED 0 6ARAOE GEILIN6. OR 50LID FILL ALL IL —1 GELL5 SOLID FU - I I GEL 1-5 VV GONGRETE GONG. 0 I 5TD. GMU --------- vOX`f'O O.H. 6AR. DR.- NOTE: ALL EXTERIOR OVE TALL 1 DIMEN51ON5 ARE TO hfi3 GENTER.LINE OF f PARTY WA&L - 14'-0" IRT FLOOD. PLAN (ELE N a #3 $ 5) 5GALE! 1/4" = 1'-0" UNIT "G" (ENTRY .I 6HT - A A(5E LEFT) H/ 0-ARA6E5 BAGK TO E3AGK ONLY IN BLD LAYOUT 5 3/4" 5 '/s4" It II 1/2°' 12'-& 1/4" 4" _4 - SEE DETAIL 01 0 PARTY WALL _ SHEET 5 OF -1 rte'A q E — — — q'4' VOL. GL6. Nowml 5/&" TYPE 'X' DRYWALL c�7 ANT0 0 6ARAOE GEILIN" . i c1'4" GL6. ARGH _ I B 61Rr�ER P.G. ONLY _ `—LINE OF — 2ND FLOOR FILL CELLS 5011I0 W1 I . GONG. V -OX -VO O.H. 6AR. DR. I H3 5° O" b' -O"° -O" 4° 14'-0" < 21' -4 - PARTIAL FIRST FLOOR PLAN I..._EVa ) 5GA,LE° I/4" = 1'-0" - II II UNI 1� G (ENTRY i 1 HT-OA'AO LEFT) P\I 6 RAG—E5 SEPARATED IN BL O. LAYOUT -4 1/2n ° A/C DRAIN MTL. a=/ 4¢I ` d){ TO 15T FLR W OPEN - iv LOUVER 1 O" �e 2 1/4" 2' VTR _ _m -I- R? a 5b 21 5'91'T v - N g e 4'a x6'&" NF PLANT Ff R. ON SHELF a m 16 T. PLA-FFORM 15'-& 3/4 m (STEEL ANGLE) °`" I" ®' OVER 4^41-1 �i USE 2"x4" FLAT BERROOM #2 3/4" FURRIN6 ® STAIRS cV 5 5/4" I I I/2 10°-0 1/4" 10'-0 1/4" 305051 BED OOM # (EGRESS) et,'O GL6. S.F. (E6RE55) ) 55 I 5W5 LINE OF - --- --r I I ROOF BELON 141—a" 1 1-4" 21'-4" SEGOND FLOOR PLAN (ELEV. #5 .. 5 -- SGALB 114" 11-0°!" UNIT "G" (E__ NTR -rI G-7HT-C-- /A AC_ -;-7 E -LEFT) N0Tr=: ALL AIR !-1,4NDLER UNITS TO PAVtH 4" (MIN.) CLEARANCE ALL SIDES a IF ENCLOSED THE ENCL05URE TO BE 1211 WIDER TPAN THE APPLIANCE. AREA GALGULATIO FIRST FLOOR LIVING: 51q 5F SEC,O ND FLOOR Li V I NC : (9G10 5F TOTAL: 120q 5F COVERED ENTRY: :55 5F GOVERED PORGH- 53 5F 6/\RAG-E: 21q 5F TOTAL: 15-74 5F -NOTE: DO NOT GUT FIRE RATED WALL_ 5Y5TEM NO HARDkAARE TO PENETRATE FIRE RATED WALL SEE 5HT. 5 ddD Cei v aCA 1L ¢d P'8 ii W `syw Via` j L.. ' ca Ci J w '* �- ,�yy. EFS(9TFi'-6 HALL. LEOEND — — INTERIOR BRO. HALL CTT TIE BEAM a 1'-4" A.F.F. PARTY WAIL NOTE. A.L.L. 5GUARE FOOTAGE CALCULATIONS ARE TO CENTERLINE OF PARTY HALL NOTE: a` I D DESIGN BeaR4 ; ') R•i r ° ALL WINDOWS STRUCTME HAO BDESIGNED TRANSOMS s � , �.. � ��°i i r . Ir a'G. ' EXTERIOR �... R f �� . J � �, MEET f �{ ; 4 EXCEED � - .^P y 1 WIND , D +25.9 4,�+ ,'' :.' �k -„ °.. t ti OTHERWISE y B I D _ „� � 4 pr�_ �r a i 1 � v�• 1 ), >! 1 �� P THE 4 ^ k-34.7 3 .. i I - _. „o.� �J` .„� ! f .. k' i Y „l' 4 ... NOTED) RESIDENTIAL BUILMNIG CODE, 00 ED. OF 4(A 2- C OF PARTY WALL PARTY WALL 21 I API 4 -- C/ ✓ V'."_ , DETAIL %45 04 5W5 0 PARTY WALL I SHEET 5 R HATCB11NS INVICATE5 THE FLOOR AREA OVER OPEN SPACE REGtU Ra") /S " A TO IBAVE R-Iq MIN. INSUL. O, 5b^I5 13/4" (2) 3050 H 5W4; (2) 2X4 5YP - STUDS W/ (1) K T2&E3 2 ms`s �� W/ 3/4" THREADED tq > X Ul Ul ROOD W/ '5ET' EPDXY Mr. U'1 n 2'� xr &" BASTER SUITE y sV 15'-0 1/2" — — — Ra5 -4 1/2n ° A/C DRAIN MTL. a=/ 4¢I ` d){ TO 15T FLR W OPEN - iv LOUVER 1 O" �e 2 1/4" 2' VTR _ _m -I- R? a 5b 21 5'91'T v - N g e 4'a x6'&" NF PLANT Ff R. ON SHELF a m 16 T. PLA-FFORM 15'-& 3/4 m (STEEL ANGLE) °`" I" ®' OVER 4^41-1 �i USE 2"x4" FLAT BERROOM #2 3/4" FURRIN6 ® STAIRS cV 5 5/4" I I I/2 10°-0 1/4" 10'-0 1/4" 305051 BED OOM # (EGRESS) et,'O GL6. S.F. (E6RE55) ) 55 I 5W5 LINE OF - --- --r I I ROOF BELON 141—a" 1 1-4" 21'-4" SEGOND FLOOR PLAN (ELEV. #5 .. 5 -- SGALB 114" 11-0°!" UNIT "G" (E__ NTR -rI G-7HT-C-- /A AC_ -;-7 E -LEFT) N0Tr=: ALL AIR !-1,4NDLER UNITS TO PAVtH 4" (MIN.) CLEARANCE ALL SIDES a IF ENCLOSED THE ENCL05URE TO BE 1211 WIDER TPAN THE APPLIANCE. AREA GALGULATIO FIRST FLOOR LIVING: 51q 5F SEC,O ND FLOOR Li V I NC : (9G10 5F TOTAL: 120q 5F COVERED ENTRY: :55 5F GOVERED PORGH- 53 5F 6/\RAG-E: 21q 5F TOTAL: 15-74 5F -NOTE: DO NOT GUT FIRE RATED WALL_ 5Y5TEM NO HARDkAARE TO PENETRATE FIRE RATED WALL SEE 5HT. 5 ddD Cei v aCA 1L ¢d P'8 ii W `syw Via` j L.. ' ca Ci J w '* �- ,�yy. EFS(9TFi'-6 HALL. LEOEND — — INTERIOR BRO. HALL CTT TIE BEAM a 1'-4" A.F.F. PARTY WAIL NOTE. A.L.L. 5GUARE FOOTAGE CALCULATIONS ARE TO CENTERLINE OF PARTY HALL NOTE: a` I D DESIGN BeaR4 ; ') R•i r ° ALL WINDOWS STRUCTME HAO BDESIGNED TRANSOMS s � , �.. � ��°i i r . Ir a'G. ' EXTERIOR �... R f �� . J � �, MEET f �{ ; 4 EXCEED � - .^P y 1 WIND , D +25.9 4,�+ ,'' :.' �k -„ °.. t ti OTHERWISE y B I D _ „� � 4 pr�_ �r a i 1 � v�• 1 ), >! 1 �� P THE 4 ^ k-34.7 3 .. i I - _. „o.� �J` .„� ! f .. k' i Y „l' 4 ... NOTED) RESIDENTIAL BUILMNIG CODE, 00 ED. a$Gd,YLfi 020 -10 A.F.F. V-FIRU55 HEEL AD_lAr_EMTUNfT + IV-& 3/4" A.F.F'TOP OF 1386. TYPE VARIES SEE BLDG. PLAN KEYSTONE DETAIL + 10'-.D 3/4" A.F.F. 12 FIN. 2nd FL. I f W-4" A.F.F. TOOf BM. v F1 U �aJ I oo O. FINI5H FLOOR LINE 3'OXh'E3 DR. _ C Od PARTY WALL 1/4" - 1'-0' 1/2" TOOLED G 5TUGG.O .1O IMT e SMOOTH FIN15H - > r 5TUGG0 a STUGGO DANDS [ ® g U] 6 U �I I U_1 ROUGH FINISH - - STUGGO TOOLED STUGGO ND DETAIL ►I li I . Iii lilZZ lil Ii1 �'ci lil til lil r � SRC,. WALLS I IiI ROOF L I VARIES PER I �-1 ULDG. LAYOUT I I I I I lil � I;I I v I I i DWG. NAME i I I t4L—r�PS 11 Ii1 1 _ o I DRAB /M�OJACENT SEF -3 ROOF LINE CC) /ARIESPERci C E3LDt�. LAYOUT r :9 _ CHECKED DATE III itN LL — — - —— I . I FIRST FLOOR. Ll_.__LGT I (SAL PLAN 56AL.E. 1/4" = 1 �" UNIT " G" (ENTRY P.I GHT-(A GE LEFT FLOORSECOND L. T ]CIL PLAN - SCALE, 1/4G = P -OG UNIT "G ll (ENTRY RICHT---G,7ARGE_ LEFT C� / O I C7FI I DBL.5INK W/ DISP. 16F N I Fo I _ 00 10 \ GREAT ROOM TOiJTLE T FUR ON ! �Jt .LE EAN ' QUTLET D__ KlIrHEN GFI �=Ju �. Qu 0 /• \ 51, uP . DININ -I 1 . \1 v I a� lb. I . I FIRST FLOOR. Ll_.__LGT I (SAL PLAN 56AL.E. 1/4" = 1 �" UNIT " G" (ENTRY P.I GHT-(A GE LEFT FLOORSECOND L. T ]CIL PLAN - SCALE, 1/4G = P -OG UNIT "G ll (ENTRY RICHT---G,7ARGE_ LEFT C� Qu C UN 1. 1 1 T t'J 1 F GONG PATIO _ = w/ ® NO --.--------_— _ _i r -� v lam. �� ) � Q _ i . 1 —I — — — P.G. 4 TIE bbl. — — dJ PATIO - - —--------- � - 4" GONG: P III m Ili _ I I I IQL I TI-° T. I— L y B ° �° �rt R r_�ta� ' � 4 Vo 6. 01 Fe [2 � ° L [L 1 Ho 4° — — \ A/G/ x6'b 56D i X36"X" .1� �T PAD, / \ 1 1/2" REGE55 a SOD 4 P WTETFR (TYP) I I ° ° 20"x?O" COW— MONOLITHIC L.E _ _ 1 .— — I— —1 - FT6. w/ CEJ s r� BAR I In ANDD X t eI `-- I CONT. (rYP. ) I � � ry � � q'4" vol_. GI -6. _ 5 5/4" _ 4 I3'-311'3" I 4" THICK 2500 p31 CONCRETE SL.AO Ul WITH b`x6` 10/10 VELD 9 WIRE MESHON 6 -MIL. VAPOR BARRIER ON GLEAM � Q ° 104 x 20" INT., .O• c15% COMPACTED (FILL. I - - m 1 I FT6. w/ (3) GOVT. ,- I- 4 I I 1 I 5LOPE I� Ib°X26 GONG, FT6. I GL6. I� R fv N N/ (3) #5 GONT.'(TYP) . I - i�) 2"X4" 2'PSx6°F9 16 T I _ I I '-0 3/4. 3'-5 I/4"'-0" I 5YP STUCK ' �' pp. �I I cv Q I N I ILIO i I I I F T VOL. 'GL6. 36" x 3W x 12" - I - I ` -- e — I _ _ GONG. PAD w/ _ ,n) U) �I I : NO. 5 REBAR I ° ° _ ) 21X4" �� 3°I 3/4F1 HI&H �. w J I I- — --J� 61' O.G.1 �1. DoT. I - Ips sYoJ sTl EXTENDED NAU H/ o— I p ° r ° m cv N - ° - r r :r 1 COUNT ` O ' I I 5 O 6 —I 1 Q 3 —I A/G LINESIM t 10' P1�OVIDE ° C — i 1 _ _I ' 2ND FLR. - ( 1X12 - 4 I I P\/G CHASE i i I I I I d3 " rr =- -' _ - Dy TO GOND..I I - -- I, °X36"x12" �p �� 0)1°X4"° I I GONG. PAD w/ I I I \ J I F �l � -1 5YP 5TLV 5 NO. 5 r -7AR 9 L — J - I _ JI LINE OF cy 1 I I 6" O G. E.H. DOT. r � L`- J J , TILE DI3L. 5 K I I ) 111-10 1/4°, I I ° _ i -I = °"' by Dlr I ° I r: I 1 �`°x° TFIIG4 EKED I (I) VFFZT. W1 12° HOOK —JI�p ' I i,( ' 00 r ED6E N/(I) #5 v TOP R TIED TO #5 DOWEL - GONT. (`rYP) I a FTE;. w,/ 30" LAP 5#'LIGE I V -�, ; f �� I FILL CEL.! W 3000 P51 I ' 1 j 4" \ `• =r PEAPOGK GOA. i u, o Ir -l0 l/ " 4'-O" ' �'-�" FOYER I THEN g ° GL6. I I cl°4" GLEa. ' I I,) o . i SI°I! I ® a'a° VOL. GL6. " (' O j I I I LI 2 I 11 I a1-4 II �Or,x20°' .OhIG. F�1oNOLITHIG �-.�� _ o � NOTE. A I �`3. WALL � !^leg- _, i I I > ro. � ) ,:a }DEBAR I Q/�° TYr'E 'x' DrL1'wALL GOVT. P.) I a 6ARA6E GC-1I_IN0. �BOV� AR I 2 13F HD EY x 62'a 16Shl _ I I _ INSULATION - ro 1 I ✓ Cl 5 1 I - _ e e " dil I d - _._._._._._._ `�r`n Vc7 _G F'. .._._._._. 30;Ci� , I LINE OF ®___� t1. 3/4" SLOPE I � � �` � — � ,�RGN � — — — � (�C{E�✓ @ Pj9OF ! ON °° I } r 3/4"DRIP I I --- _ _ — — -- -- -- _ -- - -. d m ° — — ° " — J PG ONLY ° .. ,.• .., ,.•,•.••, ,• ..•,.••. • .• . I ,. ., 1 -i s n w/ slJ•jjNG. �s �_r�E7 d � 1-� - 8°O l 1'0 0 11. 6Al• DR. � —� I ti z GJ F— -- - cn �I • ��I ) 4rHBG'D " 6" SG. GF GOL SEE DETAILS '2X 50LID TILL ALL G1LJ OFT50LID FILL ALL CELLS E W( #5 w/(�) N�. 5S VERT. PARTYwALI c9 wVGOG 5HET5 5 vUD5 DONT. (T{')Ax30" x IO" GONG.TOP cJA.F.F. '-2r"xW" 411 PAD w/ No. 5 DAI' ®" —cn ts DRAM I - y I, ts DRAM 1 CiDEN TO KITCHEN - _ O GHEC10ED3 GVEN TO —15y KITCHEIl I �j \� V. D,, YW✓d��/V -GYq'41'y ®ATE -- ) 13'-01° 121-4' M � a �3 _ 25'-4'° ck- ma u. w to �/FLOOR G L �, 5GALE: 1/4" 1'--0'co `A 0) c� . u v UNIT ILII (ENTRY RI &HT--6ARAI-7E LEFT) W a �- A s } NOTE: ALL AIR HANDLER, UNIT5 TO HAVE Ott (PAIN.) CLEARANCE ALL SIDES 4 IF ENCLOSED THE ENCLOSURE TO MG. -r-P E �1-10T1�- BE 121' U) IC'7E THAN THE APPLIANCE. ¢/9� I — .G/NLGULATIONS NOTE° ALL SGUARE FOOTA5E SHEET GALGUL.ATIONS ARE TO GENTERLINE OF --AR PARTY N^ILL®� T PIGAL ARCH OR I &®IIJ DETAIL NOTE. WIND DESIGN PRESSURE FOR ALL WONDOWS i e°RUC E HAS BEEN DESIOMD TO of UME55 OTHER -1,415E NOTED ON PLANp ` ET OR EXCEED HE 110 I•I �fIWD LOAD INCLUDING TH 6� Ok! 5GALLE: 1/4" = 1'-O" Q � T �� HES E ENTS OF THE FLORIDA ® +25.9 PSF, -34.7 F �� NL � OTH h � HESIDENTRAL BUILDNO COVE, 2004 M. DRAM J GHEC10ED3 —15y �j \� V. D,, ®ATE NOTE° ALL SGUARE FOOTA5E SHEET GALGUL.ATIONS ARE TO GENTERLINE OF --AR PARTY N^ILL®� T PIGAL ARCH OR I &®IIJ DETAIL NOTE. WIND DESIGN PRESSURE FOR ALL WONDOWS i e°RUC E HAS BEEN DESIOMD TO of UME55 OTHER -1,415E NOTED ON PLANp ` ET OR EXCEED HE 110 I•I �fIWD LOAD INCLUDING TH 6� Ok! 5GALLE: 1/4" = 1'-O" Q � T �� HES E ENTS OF THE FLORIDA ® +25.9 PSF, -34.7 F �� NL � OTH h � HESIDENTRAL BUILDNO COVE, 2004 M. 3'0X6'8 DR. H. X 3/4" RAI5ED \• 5T UGGO HE^PER 0 (TYP) _ I I � . + IV -& 3/4" ^.E.F. 1 —TEXTUREDff3 TOP OF MR6. GEMENT / FIN15H OVER MTL. LATH (TYP) APPLIED POLYPROPOLENE s, ' + l o'-& 3/4" A.F.F. ., FIN. 2nd FL. / & cf'-4" A.F.F. _ - TOP OF 15M. / _ L 5" HIDE X 3/4" I er A l" RAISED 5TUGGO 2 I RAND (TYP) \ TEXTURED GEMENT FIN15H OVER GMU / (TYP) --SEE P -MOL® DETAIL THIS 5HT. (T-rP) or_oor I " I �D DE TAIL ---------------- FIN15H FLOOR LINE N.T.S. I I + ELEVATIU- 1/4' LST I11 FROT ELEVA\TION _ 1/4 I -0-,�IOHT 6ARA6E LEFT) ' _ Iw0'MNIT W) (ENTRY F li R15ER5 AT i° 1” EA. 16 TREAD5 -- Tp,EAD DEPTH cf.-15" PLUS I" NOSING GUARDRAIL TO BE MIN. 36" ABOVE FINISH FLOOR. HANDRAIL TO G01-tPLY wl FBG 311.5.6 AND TO UE 34" TO 38" A00VE LEADING ED&E OF TREAD. ALL PIGKET5 TO BE 3 1/2" APART (MAX.) HEADROOM AT STAIR -5 TO BE 6-8" MIN. 5TPJUGTURAL LIVE LOAD 0 STAIR5 = 40 P5F. STRINOER TpEAlS GIiT FROM .2 X MATERIAL R15B TR5 GUT FROM I X MATERIAL DETAIL - STA I 5 5E6TION-THRU 5GALE - 1/2";-- I' -O" NOTE: ALL R^11-5 TO BE GON5TRUGTEO FOR A GONGENTRATED LOAD OF 200 Itis. APPLIED @ AN -r\ POINT 4 IN ANY DIRECTION ' 0FIN. FL{�.. 5EE FOUND A,TI OSI PLAN F JROOF,PLAN (ELEV. #0 FOOTIN& 51ZE5 8 LOCATIONS _1 I (:-74--1 1 FF i Ur,4I " °) NT`I" ULLGTI O 1 _ :.g -AF- E,LE1/. #I UNIT " n II (I;NTP,'-r �:I0HT�C ARAOE LEFT) , 12 + Ib' -b 3/4`° A.F°F. - �TOP OF BRCS. -- 42" H16H AL". -- R.AILINcS H/ PIGKET5 a 3 1/2" APART MAX. " MAX. FROM BOTTOM RAIL TO FLOOR + lo' -9 3/4" A.F.F` - LL 1N. ?rid L. - + q;-4 A.F.F* - TOP 6—F [31 -t 6'Ox6'r5 560 0 14` x 3/4`° RAI5 V SrUGG0 BAND p, � err KEYSTONEDETAIL Qo O aS + l o'-& 3/4" A.F.F. ., FIN. 2nd FL. / & cf'-4" A.F.F. _ - TOP OF 15M. / _ L 5" HIDE X 3/4" I er A l" RAISED 5TUGGO 2 I RAND (TYP) \ TEXTURED GEMENT FIN15H OVER GMU / (TYP) --SEE P -MOL® DETAIL THIS 5HT. (T-rP) or_oor I " I �D DE TAIL ---------------- FIN15H FLOOR LINE N.T.S. I I + ELEVATIU- 1/4' LST I11 FROT ELEVA\TION _ 1/4 I -0-,�IOHT 6ARA6E LEFT) ' _ Iw0'MNIT W) (ENTRY F li R15ER5 AT i° 1” EA. 16 TREAD5 -- Tp,EAD DEPTH cf.-15" PLUS I" NOSING GUARDRAIL TO BE MIN. 36" ABOVE FINISH FLOOR. HANDRAIL TO G01-tPLY wl FBG 311.5.6 AND TO UE 34" TO 38" A00VE LEADING ED&E OF TREAD. ALL PIGKET5 TO BE 3 1/2" APART (MAX.) HEADROOM AT STAIR -5 TO BE 6-8" MIN. 5TPJUGTURAL LIVE LOAD 0 STAIR5 = 40 P5F. STRINOER TpEAlS GIiT FROM .2 X MATERIAL R15B TR5 GUT FROM I X MATERIAL DETAIL - STA I 5 5E6TION-THRU 5GALE - 1/2";-- I' -O" NOTE: ALL R^11-5 TO BE GON5TRUGTEO FOR A GONGENTRATED LOAD OF 200 Itis. APPLIED @ AN -r\ POINT 4 IN ANY DIRECTION ' 0FIN. FL{�.. 5EE FOUND A,TI OSI PLAN F JROOF,PLAN (ELEV. #0 FOOTIN& 51ZE5 8 LOCATIONS _1 I (:-74--1 1 FF i Ur,4I " °) NT`I" ULLGTI O 1 _ :.g -AF- E,LE1/. #I UNIT " n II (I;NTP,'-r �:I0HT�C ARAOE LEFT) , 12 + Ib' -b 3/4`° A.F°F. - �TOP OF BRCS. -- 42" H16H AL". -- R.AILINcS H/ PIGKET5 a 3 1/2" APART MAX. " MAX. FROM BOTTOM RAIL TO FLOOR + lo' -9 3/4" A.F.F` - LL 1N. ?rid L. - + q;-4 A.F.F* - TOP 6—F [31 -t 6'Ox6'r5 560 OFF�q?IpGE� T %INOLE5 (TYP) CONTROL -101 5" HIDE TOOLED 5TUGG0 BAND (5EE DETAIL) (TYP) cr ELEVATION #1 B - (UNIT ��) (ETfi•i I 0HT- LEFT) DWG. NAM VA L — D RAYWMM WECKE® i5y „moi DATE IllA3f3 C4 d 4 i D ,1 +c ' ' MET„Igyp On EXCEED TW- 1'IeN WH r..3 "VM LOAD flEgoyaEmEnTs OF THE FLORIDA RESIDENTIAL BUILDING COM, 2004 120- 14` x 3/4`° RAI5 V SrUGG0 BAND p, BRAGE DETAIL 1/2" TOOLED 5TUGGO JOINT 5MooTH FIN15H - - 5TUGGO a 5TUGG0 BAND5 � p to �' s LL 0 ROUC7H FIN15H r 5TUGGO TOOLED STUGGO BANDDETAIL N.T.S. CL OF IPARTY WALL o OFF�q?IpGE� T %INOLE5 (TYP) CONTROL -101 5" HIDE TOOLED 5TUGG0 BAND (5EE DETAIL) (TYP) cr ELEVATION #1 B - (UNIT ��) (ETfi•i I 0HT- LEFT) DWG. NAM VA L — D RAYWMM WECKE® i5y „moi DATE IllA3f3 C4 d 4 i D ,1 +c ' ' MET„Igyp On EXCEED TW- 1'IeN WH r..3 "VM LOAD flEgoyaEmEnTs OF THE FLORIDA RESIDENTIAL BUILDING COM, 2004 120- i f RE1N1= Ain W MAX14JIM OPENING WIDTH TAP CON SrFEW SPAGINO AT TOP AND SIDES 5'-4" 3.41 REBAR D 15GONTI NVED ---- a-IN51ZE APPLY REPAIR ANCHORS: 5-ru $ WKS a SLEEVE 12" O.G. EA. Ew 12'-0" 12° O.G. PROVIDE MINIMUM (2) TAPGON 5GREW5. INTO EACH BUCK STRIP - -- DECO. MASONRY 51 D I NC OVER LATH 301-500 LB MT5 16 () (5) - 10d x 1 1/2" 501-100 LB MTS 20 (4) (i) - IOd x 1 1/2" 100-120OLB (2) MTS 20 (4) EA. (P) - IOd x 1 ON -I/16" 05B W/bd a 6 "O.G. EDGE5 ONE EA. 51DE OF 0 TOTAL (14) - IOd x 1 1/2" TOTAL TRUSS - a - 4 6°'O.6: FIELD OVER 1200LB = GONTAGT R..D.S., ING. ® USE TAPGON HW3-214 (3/16" X 2 1/4") 5GREW5. INSTALL PER r I —rckMIN.Y 2'°X4" GABLE END TRUSS SPACE AT 2" O.G. MINIMUM. a APPLY MT5 ANCHOR, TO TOP INSIDE OR OUTSIDE FACE OF DEEPEN FOOTING 0 PIPE PENETRATION STUDDED 0 24"O.G. MAX. WITH — I BRAGING PER GABLE TRU55 ENGINEERING REBAR ABOVE AND BELOW PIPE 5HALL P3E SAME 51ZE _ 2"X4" 14' LO. (MIN) FLAT NAILED AND QUANTITY A15 FOOTING TO EA. TRU55 MEMBER W/ 2-10d PAILS IN EA. MEMBER PLAGE ADJAGENT TO T'P I GAL PIPE T P -W EACH INTERIOR FOOTI NC -7 DETAILS. I 2X BLOGKING ®GEIL'G. (N.T.S.) GOVT. W/2 16d NAILS EA. END 2"X 6" P.T. PLATE W/ 1/2" ANCHOR BOLT a 48)" O.G. WX b" BOND BM. FILLED W/GONG. a RREINF. W/I-*5 GOVT. II SIDEWALLS 2 -NO, 5 AT GABLE ENDWALL5. II It It 1 II N1411+- _ 8 XkS X 6 C /1 � 5 REB 5HEATHIN65 NAILED VVbd RIN05 SHANK NAILS v4"O.G. GABLE 4 FIRST COMMON TRUSS NAIL SHEATHING W/ bd RING 5HANK NAILS @6" 0.(. LDGE-S 06"0.6. i/16" O.S.B. SHEATHING I^Vbd RING 5HINOLE ROOF, U5E: FIELD SHANK NAILS 06"0.6 @ ED67E5 4 -1/16'° 15# FELT 62"0.6. IN F=IELD ROOF TRUSS A GFOR.—\ PER TRU55 LAYOUfF SEE 6A5E "A" FOR TRUSS BLOGKING 2"X 4" BLOCKING (DRYWALL GATGHEPJ W/2-160 NAILS ® EACH END NAIL BOTTOM CHORD OF EA. GABLE END TRUSS TO 2X P.T. BLOGKING W/1 -16d ® 6''O.G. 4 F=ASTEN EA. TRU55 TO BOND BM. I/USP FITA16 @ 24" O.G. 1 #5 FOOTING DOWELL W/ STD HOOK AT FOOTING LAP MIN. 25" W1 #5 REBAR IN LOCATION PER PLANS. 5TD. 10" �� VERTICAL FILLED CELL HOOK TO TIE BEAM ABOVE 4j 61 0'-0" F.F. - -� TIFINISHED GRADE �.O�1-� ROOF IJ"z 1119 aI �. i�11--dill=�- (N m -� 4" GONG. SLAB 16" WIDE (MIN) x 20" DEED (MIN.) 2500 P51 I�I BLOGK WALL BEYOND GONG. MONOLITHIC SLAB FOOTING W/ 2 05 = (lI} `�'-.006 V15GUEEN VAPOR BARRIER REARS (LAP ALL REIARS 25 °° MIN) W/ I I I I a I ON GLEAN GOMPAGTED FILL TOOLED SGOP'E JOINT GARAGE DOOR GOVT. BEARING ON SOLID VIRGIN 2000 PSI 501L 1 ) 1 IN DRIVEWAY , I4I/2' GARAGE SLAB NOTE.- PLUMBING PASSING UNDER OR THROUGH „ A FOOTING SHALL HAVE A SLEEVE TWO PIPE 51ZE5 LARGER THAN PLUMBING PIPE � DRYER VENT �� TYP o 6AB L E END ®� HALL .EINFm DETAIL 2X5 STUD JG ALE: J/4II_1'—Oe' '---2-#5 REBAR. GOVT. T --4I G ENED r DC DR-rER, NEAT DETAIL I�IC 'F-01> SCALE. I/2"= I'01I 0 AND °i c_)OR ANGHO _ 5� � 1 U1_ ANGHPH02 5/2002 TA PGON SGREH A,NGI-IOR5 HINDQHSND Daae. BUGK'STRIP WIM,p_Q_9 ND PQQR ANOHORAQE TO BUCK HI�NPQR-4POO .DE516N AND 5UB5TRATE ARGLID2z: STRIPS OR FRAME HALL ,OPENINGS: SPECIE 1GATIONS I. BUGK STRIPS ARE TO BE CONTINUOUS I PIEGE I. INSTALL ALL BOORS AND WINDOWS PER MI=L'S DESIGN 15 FOP, 110 MPH (3 5EG. IS ST) MEMBERS ON THE TOP AND 51DES OF OPENINGS GUIDELINES FOR 110 MPH (5 SEG. GUST) WINDZONE. WINDZONE. U51NO Na. 2 5YP PRESSURE TREATED' LUMBER.. - 2, MULTIPLE WINDOWS (STACKED OPS. MULLED) - WINDOWS LOCATED BELOW 20' 2. USE RAP�ISET/REDHEAD TAi'GON C➢GF?EWa AT INSTAL. WINDOW P-tULLIONS OR CONNECTING ABOVE GROUND, SP/�GINO INDICATED 1=3EL0W BASED ON TOTAL MEMBERS PER MFrC°5 <�UIDELINES FOR 110 MPH SIZE OF MASONRY ROUGH UP'ENINC. (5 SEG. GUST) WINI?ZONE. WINDOV15 AND EXTERIOR DOOR5 TO 5. FOR NOMINAL 2x LUMBER ONLY, USE BE_R MINIMUM. HW4--314 (1/4" X 5 1/4"),IN5TALL TAFGON 5GREW5 PER MANUFAGTURES GUIDELINES. TIGHTEN SGREWS DESIGN MIND PRESSURE FOR DOORS, TO 5NUG 20 NQT (2VERT10HIEN, MINIMUM AND WINDOWS EMBEDMENT' INTO GMU OR GONGRETE I5 1 1/4 = +25•Gf PSF, -34,� P5F 4.'ANGHOR SPACING 15 FOR WINDOH OR POOP (UNLESS aTFIERWI�E NOTED, .. BU6K 5TT IP5 AT THE TOS' AND SIDES OF SEE 5ARA6E DOORS, BELaW) OPENINGS. THE SILL OF DOORS AND WINDOW. ARE TO BE ATTACHED PER THE MANUFAGTUPER'5 INSTALLATION IN5TRUGTION5. EGUALLY 5PAGE ALL PROVAPE GONTTINU01S P.T. 2xS6 NAIL NGFIORS. AROUM &ARA E POOR OP'ENINS FASTEN AT JAMD5 w/ 1/2" x 8" tJ-B0LT5 GA5T IN PLACE Ix BUCK STRIPS, AT WINDOWS 4 DOORS TO BE OR 1/2">(04 EXPANSION P30LTS ®24" O.G. VEi=tTIGAL (MIN.3). INSTALLED PER MANUFACTURES INSTALLATION 1rA5TEN 2X& AT FIEADER w/ HLTI DN50 (OPS EOUAL) NAILS, AT 16" O.G. OR TAPGON FPW4—�3I4 AT 24" O.G.. INSTRUCTIONS.PROVVIE I/2" J—BOLT AT GfENTER FOR DOOR 51"PIN6. MAXIMUM OPENING HEIGHT MAX14JIM OPENING WIDTH TAP CON SrFEW SPAGINO AT TOP AND SIDES 5'-4" 3.41 24" O.G. a-IN51ZE APPLY REPAIR ANCHORS: 5-ru $ WKS 12'-0' 12" O.G. EA. Ew 12'-0" 12° O.G. PROVIDE MINIMUM (2) TAPGON 5GREW5. INTO EACH BUCK STRIP .�1 + �� Imo, "" � � i .�. .: � � • SGAL.E: 11/2" = I' -O°' J U BLOCK FILLED W/CONG. 4 REINF. WI#5 DONT. 2#5 AT GABLE END WALL5 MTL. DRIP EDGE 4 - 2X6-- PR.E-ENC. COMMON FAGIA TRU55E5 024"O.G. R-30 INSUL. (MIN.) I/2.'° GYPSUM VENTED ALUM. SOFFIT HIGH STRENGTH - PREGA5T LINTEL BY OUALITY OR GA5TGRETE ALUM. WINDOW PER PLAN PRECAST GONG. SILL DECORATIVE MAC FIN. OVER BLOCK 6 FIN15HFU GRADE i MONOLITHIC FOOTING--- -- --,, � m W/ 2 #5 REBARS - ON MIN. 2000 P5F 501L ° (0 1 STORY) -R-50 INSUL. (MIN) VARIES DRYWALL GEILING 1/2" DRYWALL OVER. IX P.T. FURRING W/R.4.2 INSUL. BETWEEN 4" GONG. SLAB REINFORGED W/6"X6"XIO W.W.M. OVER 6 MIL. VAPOR BARRIER ON WELL COMPACTED FILL O' -O" FIN FLOOR 96" TYo I -;—STORY EXTERIOR HALL EGTI Oil. SCALE- 5/4"=1'-0" NOTE: PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED IN A PIPE TWO SIZES LARGER THAN PLUMBING PIPE I I 25°' LAP MIN. z 6" CONG. BLOCK 6'B01,V BEAM wl (U "RE -BAR w 51PEWA.LL LAP 5PLIGE5 25" MIN. - FILLED CELL W/ (l) LAPP'ETJ a TOP & BOTTOM 6' CONC. BLOCK 6' DOW SEM Lu LAP 59'LIGE5 251 MIDI. �I I T"rPIGA.L E30NO BEAM @ GORNEN 56AL.E I" = 1'-0" WHERE FOOTING DOWELS ARE M15LOGATED OR MISSING: (I NO. 5 REBAR) - DRILL FOOTING WITH 3/4" BIT FOR 5" EMBEDMENT OF REPLACEMENT DOWEL. - USE 5IMP50N "5ET" EPDXY ANCHORING SYSTEM PER MANUFACTURES GUIDLINE5. - EMBED I NO. 5 REBAR INTO FOOTING AND EPDXY IN PLACE - LAP NE�d F=OOTING DOWEL MINIMUM 25" ONTO I NO. 5 REBAR IN CONGRETE FILLED CELL ABOVE. 11 - TAP60N ANGHOR 50135TITUTION WHEN EMBEDDED TRU55 ANGHOR5 ARE MI5PLAGED OR. M1551NO WAVER SIZE IN TIE 6EAIVP5, THE FOLLOWING 56HEDULE MAY BE USED TO 2 x 6 HALL a-IN51ZE APPLY REPAIR ANCHORS: 5-ru $ WKS MAXIMUM DE51GN 5IMP50N TAP EONS TO NAILS TO EA. Ew UPLIFT LOAD STRAP GMU WALL TP IU55 EA ED 0-300. LB MT5 16 (2) (4) - 10d x 1 1/2" 301-500 LB MT5 16 () (5) - 10d x 1 1/2" 501-100 LB MTS 20 (4) (i) - IOd x 1 1/2" 100-120OLB (2) MTS 20 (4) EA. (P) - IOd x 1 1/2" EA. ONE EA. 51DE OF 0 TOTAL (14) - IOd x 1 1/2" TOTAL TRUSS OVER 1200LB = GONTAGT R..D.S., ING. ® USE TAPGON HW3-214 (3/16" X 2 1/4") 5GREW5. INSTALL PER MANUFAGTURERS GUIDELINES AND HAND TIGHTEN TO SNUG. SPACE AT 2" O.G. MINIMUM. a APPLY MT5 ANCHOR, TO TOP INSIDE OR OUTSIDE FACE OF GMU WALL. I-#5 REBAR GOVT. , Q u- E FD THIGK-ENED EDGE 5GALE:3/4"= I'-0„ HEADER 5UPPORT NO. OF JAGK5 4 5TU75 REa. ® OPENINGS WAVER SIZE 2 x 4 Wf,9..L 2 x 6 HALL a-IN51ZE V6K5 5-ru $ WKS 5TV0 i (2)2XIOs-'25YP EA. Ew E& IV EA, HO EA ED 10/B/3 (2) (1) (2) (3) (2) (2) _(3) (3) f_!(t2 HEA C)ER ANGI- OR NAILED TO TOP PLATES, HEADER 4 JACK WAVER SIZE no. a 517F OF RAFTER Tip f ur"tAti EACH EM (2)2X6*25YP (1) ST22 (2)2"#25YP (I) 5T22 (2)2XIOs-'25YP (1) 5T22 (2)2X12#25YP (2) 5722 I �• h 4 °•:'P �a B I WEC:KED J5Y n DATE n.� 10/B/3 FLORIDA BUILDING CODE, 2004 ED. WIND LOAD DESIGN INFORMATION DRAW B WEC:KED J5Y DATE n.� 10/B/3 SHEEP' 111 or 7 UPLIFT NAIL 5PAGIN& RAIL I ROH NAILS 0 5' O.G. 5TA66ERED _314 DOUBLE TOP PLATE 5TRUGTURAL 5HEATHIN6 2xb DLMKIN;9 o %EATHIN6 5PAr,E op, NOTE: PROVIDE BLOGKING A -EATHINr LL 59HEATF 5 5IN6LE MAIL E96f SPAOko EXTERIOR HALL 4 6ABLE END 5HEAVIN6 SFII ;rH!% VERTIGAL HORIZONTAL FIELD REGUIRED 5PAGIN64 5PAGIN5 SPAON6 lAbo 5TRVGTtRAL 6" O.G. 30 O.G. b, O.G. 5HEATHIN6 -VIL5: "INTERGHAN(5E" 2-1/2'x. Cy4q" DIAMETER POVER DRIVEN BRI(-+rf 5GREH GH15EL NAIL5 . CONT 2x PLATE . . . . . . . . . . . . . . . — — — — — — — — — — - — 6 — — — — — — — — — A- FLOOR 5WATHIN6 SE PLM FOR ATTACHMENT SND F L. BOND BEAM . N GOT. 5TR)JrTLFAL 5HREAII% PERL PAN5 \I RGH NAIL5 0 3" O.G. PIM J015T PER PLAR5 I ROH NAIL5 @ 3' O.G. T'T"P. EXTERIOR FRAME "A\LL. 41 UAL I FT SE NAILING PATTERN5 MAXIMUM AMQVIA ME--LQA25NO 5GALE - - UPLIFT LOA125 UP TO 400 PLF. SHEAR LOADS UF' TO :250 PLF. NOTE: INSTALL 50LID (NON -VENTED) AALUM, 5OFFIT MATERIAL 3'EAGH 510E 0 OF PARTYHALL. L' F EXTEND 2xb FIRE RATED 5EPARATION HALL INTO Z 501FFIT APF -A 1-(:2) LAYERS OF 5A30 FIRE SHIELD (TYPE 'X' 6YF5UM) DRYKALL RAILED TO EACH SIDE OF FIRE SEPARATION FIRE SEPARAT 2 x 4 STUDS I I I IHALL EXTEMED INTO 5OFFIT AREA Irg" EA. -SlUE, -A( EXT. FRAME HALL, W/ FIRE RETARDANT SHEATHIN65 (MIN. 2'-0" EArH 51DE OF DETAIL OF OVERHAN6 FIRE 5EPARATION bqALJL) co) FIRE SEPARATION HALL 3/4"=I'_o" ,2"x4" 5TUD5 tfllt-LU ( I T t -t W UT VyVMI PRYVIALL (E-A. 51DE) 5TAC76AP ALL JOINTS 5EPARATION HALL 5Y5TEM 2HR. FIRE RATED CSA DE51C% NO. HP3OIIO FM DE51 67N NO. E3A5E ON HF -:?-360 NATIONAL 6YP5UH CO. TE5T NO. NGC, 2371 IN5TALL PER MANUFACTURE5 6UIE)ELINE5 TWO LAYERS 5/8" (15.9 MM) FIRE—SHIELD WALLBOARD NAILED [24- O.C. (610 MM) BASE LAYER 8" O.C. (203 MM) "ACE LAYER] TO 2 X 4 (38 MM X 89 MM � WOOD STUDS 16'1 O.C. (406 MM) STACGARD 8. O.C. (203 MM . SINGLE 6" (152 MM) PLATE. T-'IGAL FIREF-.,ATElr____l)' SEf-_�_IARATION v'\t'ALL 5-i"'STEM L -l" SEE PART-rNALL SGALE- 1 112"=I' -O" DETAILS FOP, f'URRIN(57 4 APPITION^L. INFO. R-30 INSULATiON- 1/2" 6YP. BOARD — 2 -2XI2 HEADER W - 112" FLITGH PLATE HINDOH AS SPEG. SILL R-11 IN5UL. VI/ VAPOR BARRIER 314" T 4 6 PLYI,1OOD 5/eO TYPE W (5YP 13D. a (5ARAC-E AREAS ONLY LINTEL 131-0rK VV 1 #5 E3AR 1/2" &YIP. 00AIRD OVER 3/4" P.T. FURRING PRIEGA5T HEADER. HINDOH AS SPEG SILL #5 DAR IN FILLED GELL AS PER FLOOR PLAN TIED TO CONT. REDAR IN FOOTER 4 LINTEL AE)O\/E 25" LAP5PLIGE MIN 4" GONG. 5LAB HI FIBE-t-ZMESH- & MIL \/150UEEN (OR W 6X6 10/10) OVER t GLEAN COMP. FILL—.--- ...... ...... m T'rPIGAL (:"-2) 5Tu'__"'R"r Ib" D. FLOOR TRUSS SEE TT�U% LAYOUT 5EE DETAIL GONNEGTION5 0 MASONRY TO FRAME EXTERIOR FINISH PER FLE\/ATIONS PP_EGA5T5ILL all GI -m FIN15HED C-PADE GN EU FOUNDAnON SEE PLAN FOR SIZE 5-#5 GOVT. 1 1 5/411=11-oll HALL SEGTION 5HEATHIN6 LJ15EP A5 HALL UPLIFT RE515TANGE NOTE- 1/2" PLYHOOD OR 1/16" 05B. k-'IAY E3r: USED AS UPLIFT RE515TANCE HOLDDOHN HITH MAILS 0 TOP a 13OTTOM 0 3" O.G. VERTIGAL E06F5 a b" O.G. AND bl' O.c.. IN THE FIELD, NO OTHER FA5TERNER5 REOUIREE) EXGFP'r AS NOTED. ALLOH 5HEATHINO To LAP AT LEAST ONE FOOT FROM FIRST TO SE60NU FLOOR P41THOUT BREAK. HALL STUD FLOORIN(9 1/2" PL' OR _1/1� ,JOINT NAILIN( 5GHEUI STUD GYPSUM HALL BOARD 2 X & OLOCKIN6 PL -AGED FLATH15E (2) lbd NAILS EA. END (NOT REGORED AT HEADER5) DETAIL OF SHEATH IN6 HALL SPL Ir --,,E FOR UPLIFT FLOOR. TPU565 a 24" o.c. LADDER. PANEL - 2 1/4" THREADED GOUPLIN(:3, GALVANIZED SEAT — PLATE UNDER EACH TRU55/ FLOOR JO IST 1/2" ALL THREAD — POD LEN6TH TO MATCH TR.U55 DEPTH vi/ 1/8" X 2" FLAT HA!5HER. 2" X 4" GONTINUOU5 NAILER ti .1/2" X bol ANGHOR.15OLT 0 24" 046, HALL STUD FLOORING - FLOOR MJ55 o 24" o.r,. le� 2 1/4' THREADED GOUPLINO GALVANIZED SEAT PLATE UNDER EACH TR J55/ FLOOR J015T M. NAME�, SHOT -IGT DRAWN SED CHECKED DATE SHEET 0 rj 10 d (A M. NAME�, SHOT -IGT DRAWN SED CHECKED DATE SHEET OF 7 57LIC/Go FINISH I!MIMM � ST FLOoP,) (2) LAYS25 OF 5V FIRE SHIELD (TTPE 'X' OYP9JM) DRYWALL (EA. SIM 5TA66ER ALL JOINTS 2'-0" MIN. STUCCO FIN15H ON MTL. LATH ON FIRE RETARDANT PLYWOOD UNE OF ROOF TRUSS OVERHAM& 5r± MAIL OF COMMON FRAMED OVERHAN6 (rHI5 SHEET) ADJAGENT UNIT ENTRY DELOH (EXTERIOR) 57thrw r-INI%I ON MTL. LATH ON -iAb' 059 ON (1) LAYER FIRE SHIELD (TYPE 'X' GYPSUM) DRYWALL DA54ED LINE REPRE5ENT5 GMU HALL OF ADJAGEW UNIT BELOH (1) KM65 W 3/4" THREADED ROD W 'SET' EPDXY TO TIE BEAM BELOW (2) 2'>(6' HP. STUD #2 5YP. -JOINT CO-"'MBINATION Nu. 3 (2ND FLOOR) 5GALE.- 1 I/2"=I'-0" CAULK (SMOKE T1644T JOINT) *2 5YP 2'X6' VV. PLATE. JOINT GOMBINATION NO. 14 (IST FLOOR) SGALE: 1 1/2"71'-0" LINE OF ROOF OVERHANG I--- - -- - - - -- - - - - - - - - - - - (2) 2"X4' HD. 5TLV STUCCO FINISH #2 5YP. ON ML, LATH ON I STUCCO FINISH FIRE RETARDANT ON KrL. LATH OVER PLYHOOP 1116, 0513 (I) MTT2M W 314' THIRIAVED R VV 'SET' EPDXY TO TIE SEAM FLOW STUCCO FIN15H ON WL. LATH ON FIRE RETARDANT PLYWOOD SEE OVERHAM7 DETAIL DE51DE AN ADJACENT UNIT M15 %IT) 5TUr-oo FINISH ON WL. LATH ON FIRE RETARDANT PLYHOODI. 21-0" MIN, (-?) LAYERS OF 5/w FIRE SHIELD (TYPE 'X' GYP") PRYIHALL (EA. SIDE) 5TA05AR ALL JOINT 5 r'�j 1/2" &YF'-cA)M VRYHALL I �> EAGH 51DE g L 2'x4" FLAT FURRIN6 a V Q.G. (2) 296 $$2 5YP. (I) KMeO W 5/4" THREADED ROD W5ET'EPDXY TO TIE BEAM BELOW W 6" EI E)EVUMENT (2) LAYERS OF 5/b' FIRE SHIELD (TYPE 'X' 6YP5W) DR'MALL (EA. SIDE) 5TAF----AP- ALL "INTS 5GALEt 1 1/2"=l'-0 5TUGGQ FINISH 7\- 7IOR CMU W'LL \ 3/4" FURRIWv (EA, SIDE) 1/2' C7YP." DRYWALL (EA. SIDE) (2) LAYERS OF 5/&' FIRE SHIELD (TYPE 'X' 6YP5V4 5TA60AR ALL JOINT5 DRYWALL (EA. SIDE) (2) 2"X4' PD. STUDS, (EA. 51M 0 lb" O.G. 1 1/2' FURS' N65 (EA. SIDE) CAULK (5MOrE TleNT JOINT) 12 SIM 2'X6" W. PLATE JOINT GOMBINATION NO. 5 (15-T FLOOR-) SCALE. 1 1/2"=I' -O" ----5TUCCQ FINISH ON KTL. LATH OVER FIRE RErAFvENT PLYKV00 5PEATHI% STUCCO FIN15H (24" MIN. EA. 51DE OF ON MTL. LATH OVER FIRE RATEV PARTITION OSD CENTERLINE) L I 1 21-011 MIN. 1, 9'X4' 02 5YP EM DE 0 16" O.G. CAULK (%-ME T164rf JOINT) (2) 2X6 *2 5YP.-- 5TUV5 0) I-ITT2M W 3/4u THREAVEV ROD :41 f' EPDXY TO TIE BEAM BELCH STUCCO FIN15H ON MTL. LATH OVER 1/1(7' 050 2'-0" ON. —1/2' GYPS" MYKALL EACH SIDE (2) LAYER OF 5/au FIRE 5HIaD (TYPE 'X' OYP5U" OWHALL (EA. 51DO 5TA66AR ALL JOINTS 1/2" FURRING 2IX4' 5TLV5 a a' O.C. 5TPAR2 N1 ANCHORS PER 5W. 5 5TRAPPIN67 DETAIL JOINT (--,u-MB--"INATION NO. 5 (LOOtl<�) 5GALE: 1 I/2 I'-0-' 9.1 MO. NAME (n 2 DRAWN z 0 6 CD i5y On w DATE lOA5r--3 SHEET THIS 8TRuCvmE HAS BEEN Mago"m To OF MEET OR EXCEED THE 'HO MPH VVIND LOAD 10 c%l CA - S. MO. NAME EHa("mL7 f5 DRAWN 5EE3 CHECKED CD i5y c'j, DATE lOA5r--3 SHEET THIS 8TRuCvmE HAS BEEN Mago"m To OF MEET OR EXCEED THE 'HO MPH VVIND LOAD REG UMEMENTS OF THE FLORM RESIDENTIAL BUILDING CODE, 2004 ED. 2X4 BLOCKING FIRST — 2'%D" RIUC7E E30. (5YP) (4) BAY5 o Top 4 BOT-, TO T (2).L5�O � 2'°X6" 5YP RAFTER ®24" O.GEA. ENENPT. CORDS ( IIT NAILS RU55 i/16" 05.0. H/MAILING PER 5GHE®ULE GABLE ` PJ)55-- --- H/ 'T' ®RAGE PER -31Od C OMMON TRU55 ENGINEERING f�lA I LS � (UP' TO 44' SPAN) 2"X4" NO.2 5YP ViERTIGAL GONTINUE @ 4'-0" O.G. MAX. I 1 -1/16 " 055 - -"-- i RAFTER WITH 51-1EATHING HORIZONTAL 2°°X4" I f BEVEL GUT HEEL. NO. 2 5YP-7 11I BUTT TO HORIZONTAL 2"X4" H3 (SINIP50N) H3 FRAMING, 5T22 STs�AP FROM ANCHOR. (-1YP) TOP OF RAT W15 TO i/16'° O J.B. SHEATHING TRUSS TOP GHOR05-3-16® COMMON NAIL5 HORIZONTAL 2"X4" TO EACH TRUSS RIDGE- AND HEEL GONNGTI ONS NO SCALE E V5 AT 4'-O"O.G. MAX. 51RDER OR VALLEY TRU55 ATTACH TO RIO&E 1317. W/2--1-530. UPLIFT @ TRU55E5 PER TRU55 ENG- IMEERIN5 RAFTER LAYOUT (TYP IGAL) GONV, FRAME VALLEY DETAILS NO 5GALE NOTE: DETAIL 15 FOR CONVENTIONAL FRAME ROOF VALLEY AREAS ONLY. IF VALLEY TR.U55E5 PROVIDED ANCHOR PER TPV55 ENGINEERING, PETAIL5 I. ALL MALL L-ELASHING5 a VALLEY FLASHIN05 ARE 26 67A. 0AL/ANIZED STEEL. 2. PF -IP EDGE FLASHING, 15.024 PAOOD-GRAINED ALUMINUM, NAILED 12°' O.G. 5. NAIL5 U5ED ARE 1 1/4" RIN6--5HANK ELEGTF-0-GALVANIZE® PNEUMATIC, R.00EIN6 NAIL5. 4. SHINGLE5 ARE APPLIED HITH A MINIMUM 4 NAILS PER MANUFAGTURER'S TEST DATA. r R-30 INSUL. --/' I/2" &-rP, BOARD (2)2xb#25YP - I -OP PLATL5 w/ H2.5 EACH 5TUD PRE-f:W9I TRV55 0 24" O.G. APPLY H2.5 ANCHOR. TO/ ROOF LINE 7C BRAGE 4 GABLE @ EA. END-- 2 x 4 #2 NO 5YP 'X' BRACE ® 45" o.G. ( DOUBLE 2 x 4 IF BR.AGE 15 OVER 12' LONG ) GOMMON TRUSS 24" o1-. HALL/BEAM BELOW "'- -.NAIL RAT PIN TO G0RITINUOU5 5TUL;P5 1/2 " 6YP5UM TRU55 w/ (2) 10d FROM FLOOR TO UNDER-� 51 DE OF TR.U%. " 2 x 4 x I4° 5PF RAT PJJN a 4& or-. NEXT TO 'X' BRACE ( CONTINUE RAT RUN 0 4&"9�y ox— FULL LENGTH OF GABLE ) /'^'`� VIALL _�(_ �)(�-•yyy �y/(/y/_ - RIO 5GALE I �+�✓ 1--T V 4/ 3 UNIT G, ELV. #5 ONLY USE 2 x 4 NO. 2 5YP PIA60MAL 13RAGIN(9 AGR 2 DAY5 � ROOF LINE WITH (4) I6d NAILS (GLINGHED) AT EACH END TO BLOGIKINO. 5PACE AT 4'--0" O.G. 2X4 BLOCKING FIRST 2 BAYS11-1 AT TOP 4 BTM GHORV5 (2) 10d NAILS EA END TO TRU55 GA131 E TRU55 WITH "T'° BRAG I NG PEP TRU55 ENGINEERING 6)P TO 44' SPAN) 1/16 " 05B 5HEATHINF - -- U5E ad NAILS AT 6" o,G. EDGE 4 6" o.G. FIELD ALL EDGES BLOGK-ED �c In G� ou z- 0 X 0X .-- In n COMMON TRU55 24" o.G. 4 I/2" NAIL RAT PUN TO TRU55 aa/ (2) IOrI 2x`F�y X14'5PFPAT > 5EE DETAIL GEI INC ADJACENT TO DIAGONAL BR.AGE. TI -115 €'ACBE RAT RUNS AT I5'O.G. (MAX) REMAINDER OF ROOF 5Y5TEM. GA5E 'A' END HALL. DRAG i NG 5GALE 1/2" = 1'-0" T FLAT GE I L I N6 -i/16 " 050 ON 2 x 4 WOOD CABLE TRU55 H/ BRAGING PER. TRU55 ENGINEERINO NAIL E30TTOM GHORD OF EA. GABLE END TRU55 TO 2X P.T. BLOCKING W/16d NAILS 0 6"O.G. 4 FASTEN EA. TRUSS TO BONS BM. W/ (USP) HTA 16 @ 24°° o.c. 16d NAI 1-5 � � °' O.c . 2 x 6 P.T. 2 5YP' DLJ/ 1/2" X Y7'° - 11,21 BOLT AT 4b" O.G. H/ HURRICANE ANGRIOR ON EA. TRU55 6°° LINTEL BLOCK PER. TRU55 LAYOUTS w/ 2 05 REBAR'.5 6 I (5EE PETAIL5 ON 5HEET5 5 4 6 FOR FIRE RETARDANT PLYHOOD LOGATIONS) 1—n TP1155 oVERHA GA5E 'A' (SEE UETAIL5 ON 5WET5 5 A 6 FOR. FIRE RETARVANT P'LYNOOD LOCATION,) T`A'PIGAL FP.AMING- OVER LOGS. GONNEGTIO 5GALE 1 " 1'-0" ROE -002 I 5TRAP TIE q (5E E CHAR 1) n w 5T 1& 0H.�'PY" Q.�s°�� 1 �`'- -- 1/16" 5HEATHIN5 ON #2 (OR BETTER) 5YP 2 X & 5TUD5. MAIL 5PAC M @ 3" O.G. AT TOP d 5QTTOM RLATE5 4 AT INTERMIDATE NAILER5. OTHER AREAS AT 6" O.G. (5EE DETAILS ON SV EET5 5 & 6 FOR (FIRE RETARDANT RLYHOOP LOCATIONS) 2 x & P.T. X32 SYP BoT. PLATE H/ H3 EACH STUD w/ I/2" x b" J -BOLT AT 24" ox- KNO,r,K--OUT E3LOGK C,0UR5E H/ (1) #5 TOP 2 x b FRAMING OVER LOG GONN GTION v4/16"TIE BEA W UNIT C9 STA I R SG 'SLE 1 11 — I I-011 H25 AT EAGH snv 1116'0513— KITH /16"r — KITH TYR 5V6 HAILI�ry MAT EAGH- 5TLV LVL OR FLOOR TF4P AMCMOR T?— TPJr-,5 LAYOUT NO C04AEOTCR ®-y NEEVED TYE`. OP SHIM& (SEE a"T FCR 5TUD/3&GIC RE -0) (2) 51MP5CM M5TA 16 — t 11TH (26) IGd HAILS AT M17H E OF 5V,15 I I N , 5P4 MAY BE USED I.L.O. H3 OR H2.5 T` P I GAL OVERTURN GONNEGT I ON DETAIL AT HALL OVER FLOOR ORDER 5GALE P = 1'-0" DWG. NAM ENOT-® 4 DRAWN 5E3 CHECKED JSY DATE CD SHE" I cr- 8"UCTWE "As BMW mmomm TO INEE'r OR EXCEED TM M NWH WHO ROAD IallE®9l�(6�yE NTN SAE FL�9R1� A TRAL �TpHE ME, 2004 E D. . LINTELUNIT 11,411 N T Y P T - GAIR,4GE r,,kR I P T PW I C 6CALE: 1/4" w 1,_0„ 'Y WALL _l,_4„ LIN UNIT ll II 'ML PLAN ENT Y RIGWT ® GA AGE LEFT 5HQWN SCALE= 1/4" a 1' -Opp PRECAST LINTEL I- i FILLED & UN` I i LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) MARK NO. TOTAL UNFILLED LINTEL 8U8 LENGTH 'L _' �PILLE FILLED 8F8 -IB " 8F8-IBIT L _ A' 'L _ 13' FILLED 8F8 -IB " 'L _ A' FILLED 8F8-IBIT I — W L -I 2'10 " 2231 3069 3069 1972 1972 L-2 3'6" 2231 3069 3069 1569 1569 L-3 4'0'' 1783 2693 2693r 1363 _ 1363 L-4 4'6" 1343 2165 2165 1207 1207 L-5 5'4" 1006 1651 1651 1016 1016 L-6 5110" 860 1423 1423 909 909 L--7 6'6" 710 .1232 1232 735 735 L-8 7'6" 570 991 991 560 _ 560 L-9 8'4" 488 752 752 591 591 L-10 9'4" 416 726 726 499 499 -II 10'6" 354 618 618 380 _ _ 380 _L L-12 11'4" 315 567 567 317 317 L-13 12'6" NA NA 1471 251 251 L-14 13'4" NA NA 458 214 214 L-15 14'0" NA NA 430 190 _ 190 L-lfiP S. - � __Its'" NA 0000_ NA 430 _...__�._._. _230 _ 230 L-17 P.S. 15'4" NA NA 389 210 210 L-18 P.S. 17'4" NA NA 296 164 164 L-19 P.S. 19'4" NA NA 230 130 130 L-20 P.S.) 20'0" NA _ NA 180 107 10-7 L-21 P.S. 21'4" NA NA 180 107 107 L-22 P 24'_0" _ NA NA 129 84 --84� NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. �� PRECAST LINTEL_ ( ° °X168 ° C I�PC�IT Q LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS PLF MARK NO. TOTAL LINTEL LENGTH FILLED - - FILLED 8F16" BF16-I8IT" 'I -c, 'L_D' FILLED 8F16 -202T 'L_E' FILLED 01`16 -IT" 'L_C' FILLED 8F16 -IB" 'I__D' LE 8F16-2B2T I-1` _._ L -I 2-10" __�.,_._._��..._... 6113 6113 6113 4460 -...—,.s-s.� 4460 4460 L-2 3'6" 5163 6113 6113 3547 354`7 3547 L-3 L-4 4'0" 4'61 3820 6113 2931 6113 6113 6113 3079 2724 3079 2724 3079 2724 L-5 5'4" 1999 5365 5365 2290 2290 2290 L-6 5'10" 1631 4360 4360 2093 2093 2093 L-7 6'6" 3480 3480 3480 1880 1880 1880 L-8 7'6" 2632 2661 2_661 1438 1438 1634 I_-9 8'4" 1625 1843 1843 963 963 1326 L-10 9'4" 1.625 1843 1843 963 963 1326 m_ 0000. L -II 10'6" � � 1247 1533 1533 � 777 777 1183 L-12 11'411 1366 1366 1366 678 678 1028 L-13 12'6" NA 1075 - 1075 521 521 770 ..0....0.......00. L14 13'4'' .—.. NA 1075 1075 521 521 - _ 770 - - L-15 14'0" r NA 1002 1002 481 481 709 L-16 P.S. 14'8"� NA 1302 1302 452 _ 452 655 L-17 P.S. 15'4" NA_a 1185 1185 417 417 609 L-18 P.S. 17'4" NA _ _ 912 912 324 324 500 L-19 P.S. 19'4" NA_-__-- 721 721 259 259 424 L-20 P.S. 20'0" NA 581 581 212 212 369 L�21 _L� 21'4" NA 581 543 _ 212 212- -_6 369 L-22 P.S. 24'0" NA 448 448 167 167 316 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. PRECAST LINTEL 8"x20' 1 COMPOSITE LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIF F LOADS PLF TOTAL MARK NO. LINTEL LENGTH FILLED 8F20 -IT" ,L - I' FILLED FILLED SF20-IBIT" 8F20 -2132T 'L - J' "L_K1 8F20 -IT" 'L_11 8F20-I0IT" 1-X BF20-2B2T I - K' L -I 2'10 " 7547 7547 5747_ 5747 5747 L-2 3'6" 6607 __7547 7547 7547 4.569 4569 4569 L-3 4'0 4'0' 4890 7547 7547 3966 3.966 3966 L-4� 4'6" 3753 7019 7019 3508 3508 3508 L-5 5'4" 2560 1,830 4830 2949 2949 2949 L-6 5' 10". 2090 _ � 5942 3942 2691., 2694 5'4'" L-7 6'6" 3031 5381 5381 '2419 2419 _2694 _ 2419 _. .0000_. L-8 7'6"' w— 2205 _�._.. �_..� 3898 3898 1871 ...�.. 1871 2102 L-9 8'4'7 2564 2564 2564 1250 _ 1250 _ 1"705 L-10 9'4 2564 2564 2564 1250 -_1250 1705 L -II 10'6" 2093 20_93 2093 1007 1007 1526 L-12 11'4 ' 1846 1846 846 8_79 879 1422 L-13 12'6 ' NA 1_1 1428 1428 673 _ 673 1145 L-14 13'4" NA 1428 1428 3 673 1145 L-15 ' 14'0" NA 132.6 1326 622 622 1050 L-16 P.S. 14'8" NA 1893 1893 584 584 968 L-17 P.S. 15'4" L-18 P.S.) 17'4" NA NA _ 1724 1724 1326 1326 536 417 536 417 897 732 L-19 (P.S.) 19"4" NA 1037 1037 334 334 616 L-20 P.S. 20'0" NA 845 845 273 273 531 L-21 _ P.S. 21'4" NA 845 845 273 273 531 L-22 P.S.) 24' 0 ' NA 654. 654 215 215 425 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. i� , . � • 1 .- I ;,: _, ,. . � . � err � � � � `, 'LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS PL�. _`F MART( NO. TOTAL LINTEL LENGTH FILLED 81`21,-I`1`" L _ L' FILLED 81`214-IEIIT" 'L _ M' FILLED 81`24-2021' 'L _ N' FILLED 81`2.4 IT" 'L _ L' FILLED (11`7.1,--IBIT"__.Tj °L _ M' FILLED -21111 'L _ N' L -I 2'10" 8974 8974 8974 7034 7034 7034 L-2 3'6" 8054 8974 8974 5591 5591 5591 L-3 4'0" 5961 8974 8974 4853 4853 4853 L-4 4'6" 4576 8672 8672 4292 4292 4292 L-5 5'4'" 3123 5947 5947 3607 3607 3607 L-6 5'10" 2549 4889 4889 3295 3295 3295 L-7 L-8 6'6" 7'6 ' 3707 2698 0000 8360 5681 _ 8360 5681 _._. 2959 2314 2959 23114 �. 2959 2571 L-9 8�4" 3486 3486 3486 1539 -1539 �� 2084 L-10 9'4" 3486 3486 3486 1539 1539 2084 L-11 10'6" 2777 2761 2781 1239 1239 1865 a� 910 1114" 2423 2423 _2423 1081 1081 1738 -L-12 L-13 _ 12'6" �_NA - 1838 sv _ 1838 p 794 794 1444 L-14 13'4" NA 1838 1838 794 794 1444 L-15 14'0" NA 1697 1697 718 718 1319 L -Ib P.S.) 14'8" NA 2245 1055 653 653 1218 L-17 P.S. 15'4" NA 2058 _2245 205_•8 596 596 1126 L -IS P.S. 17'4" NA 1609 _ _ 1609 _ 464 _ R�464 914 L-19 (P.S.) 19'4" NA 1282 1282 371 _ - 371 735 L-20 P.S.) 20'0" NA 1064 1064 304 304 601 L-21 P.S. 21'4" NA 1062 1062 304 304 601 L-22 P.S. 2_4'0 NA - 825 825 239_ 2.39 _ 473 NU`IE: (P.S.) FdEPFZESEN-T�PRECAST LIIV•I'ELS' PRESTRESSED USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. PRECAST LINTEL ( 1 a 2'' COMP ITE) GENERAL NOTES: OMP051 I LINTEL C;T I4.,s1 � o� o a o f s a L) CODES (1) ##5 REBAR CONTINUOUS TOP (UPPER) PRECAST x PRECAST LINTEL. CAPACITY PRECAST x14 PRECAST L.Ii�TEI� CAPACITY 1.1 STANDARD BUILDING CODE (1999) AND FLORIDA BUILDING CODE (200] �.. IN SIDE WALL BOND BEAM (MIN.) 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99). UNLESS OTHERWISE NOTED. 10, LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) 1.3 MERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDING AND OTHER a (2) #5 REBAR CONTINUOUS TOP IN RECESS TOTAL UNFILLED D FILLED FILLED FILLED FILLED STRUCTURES (ASCE 7-98). GABLE END WALL BOND BEAM (MIN.). D _ U AL U ILLS FILLED FILLED FILLED FILLS TOTAL 2.) CONCRETE: MARK NO. LINTEL 8U6 BF6-rr" 8F6-IBIT" 81`6 -IT" SF6-1811'' MARK NO. LINTEL 81`14 -IT" 81`14-IBIT" STI[> -IT" 81`14-IBIT 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: �' LENGTH LENGTH CONCRETE BLOCK OUT' D D DA D _DAA' D _ DA' D _DAA -- k D DB' D a [)C' D _ DD' D _ DC' 2.1.1 PRE -CAST W/STANDARD REINFORCEMUIT-4000 PSI fl COURSE (F M - 1900 PSI) Z ECESS 2.I.Z PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI D-1 _ 3'8" 1360 1544 1544 905 905 D ®D, D -I 3'8" 3280 5206 2635 2635 - - - 2.1.3 CONCRETE FILL (PLACE IN FIELD) -3000 PSI a ::', CELLS AND "U° LINTEL FILLED W/ CONCRETE D-2 4'0" 1131 1306 1306 905 905 D-2 4'0" 3280 5206 2635 2635 2.2 REINFORCING BARS: " PLACED IN FIELD (3000 PSI)' 2' RECEs t „ „ ,,. 'Dp� q' D-3 , 2 1042 1212 1212 905 905 D-3 4 2„ 3280 5206 2b35 2.635 A615 ,� ..+ V .�, I]I-1 .___ ...w....-_..,....._.........,..-.,..,,.�....�.....«........�,�..._. .. z.z.1 STEEL PLACE] IN rI�ECA�r LIN FEL nr r1ML or rABmcnnoN n,TM A61� (GRADE 40), _ - -�- � 1„ ° ,, c (GRADE 60) OR PRESTRESSED. ® o. D-4 4 4 963 1130 1130 905 lU5 D-4 4'4 3008 5206 2635 2635 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). (D Pk5 REBAR CONTINUOUS BOTTOM (LOWER) J: D-5 1.'8” 806 995 995 675 675 D-5 4'8" 1716 4567 1960 1960 ' 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE AS NOTED. -? - - _ -- - - - 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. ( -ZZs° D-6 ,� 8" 598 730 730 675 675 D-6 5'8" 1716 3642 1960 1960 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. z' kECEsS D-7 6'8"' 458 573 573 570 570 z' RECESS D-7 6'8 - 2594 25'94 1651 1651 L _ MM' 3) MASONRY: TYPE DESIGNATION p _DAA_' D-8 7'8" 375 470 470 499 499 D-8 7'8" 2009 2009 _ 1345 1345 w � 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL NIMINAL HLIGHT D _ DC' - - -- --- -- ---- - NT F # R AR AT - 2 - - QUA ITY d 5 EB D-9 9'8" 2`73 343 .343 291 1.31 _ D-9 9'8" 1375 1375 819 819 ,•.» CONCRETE MASONRY ASSOCIATION AND ACI 530. NOMINAL WIDTH � TOP. LINTEL CAVITY 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1900 PSI. —1 THE CHARTS SHOWN HAVE BEEN COMPILED FROM THE 3.3 MORTAR SHALL BE TYPE S. 4)STRUCTURAL: NF16-181T] MANUF=ACTURES ENGINEERED SAFE LOAD TABLES USING 4.I SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8° (WITH A MINIMUM 121TR o "As BEEN sly D TO ACCEPTABLE BEARING OF 4° PER SECTION 2101.3.1 OF THE FLORIDA BUILDING CODE (2001) _ THE LOWEST PLF FROM THE FOLLOWING MANUFACTURES: (1) #5 REBAR IN SIDE WALL BOND BEAM (MIN. ) UNLESS OTHERWISE E'r OR EXCEED THE 0 N LOAD EXCEPTION: SAFE LOADS FOR RECESSED LINTELS BASED ON 8" NOMINAL BEARING. U UNFILLED LINTEL L QUANTITY OF B 5 REBAR AT r CASTCRET E PRODUCTS (FECP) NOTED AND (2) #5 REBAR IN GABLE END WALL BOND BEAM (MIN.). REG NTT OF 1`i ORMA /..2 FOR LINTELS THAT ARE GREATER THAN 11.'-U" CLEAR SPAN THEY SHALL BE PROVIDED A F - FILLED LINTEL IjTJjj®�i LINTEL CA�/Ij`( ��{{ � I IKI(- ��•�� o � �� TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL - FL(7RIDA RQCI> INDUSTRIES INC LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) SAFE UPLIFTLOPLF MARK NO. NOTAL LINTEL LENGTH FILLED 8F32 -IT" 'LLL' FILLED 8F32-IBIT" 'LmW FILLED FILLED 8F32-2B2T 8F32 -IT" 'L_NN' 'L_.LL° FILLED 8F32-IBIT" 'L - MIT FILLED 81`32-282`1` 'L_NN' L -I 2`Y010" 10000 10000 _ 10000 9608 9608 960B —7636 L•-2 _ 3'6" 10000 10000 , 10000 %636 7636- L-3, 4'0" _ 8107 _. 10000 10000 6627 6627 6627 , L-4 41,6" 6224 10000 10000 5861 5861 58.6.1 L-5 5'4" 4249 8203 9203 49244924 - 4924 _ L-6 5-10" 3470 6662 6662 4498 � 1.498 4498 L-7 6'6" [_- 7x90 7590 4038 [3192 4038 L-8 7'6" •�506�1 3685 5501 - 5501 3192 619 3508 _ L-9 8°4" 3301 .. � 3387 �--- 3387 2120 2120 2842 L-109'4" II .�...�.....�__._ 10'6" 3302 ._._.. 2536 3387 i15-__2615 _ 3387 2120 1706 2120 _1706 2842 2544 -L ®� L-12� 11'4 4006 4006 4006 1487 1487 23699 _ L-13 12'b"_ NIA 2883 2883 910 - -- --_ a� 910 e 000.0 1805 L-14 13'4" NA 2883 2883 910 9101805 I_-15 14'0" A 2630 2630 823 82.3 1633 L-16 P.S. 14'8" NA 2712 2712 749 749_ 1484 L-17 P.S. 15'4" NA 2513 2513 683 683 1355 L-18 (P.S.) 17'4" NA ^ 2047 _ _ 0000 2047 _ - 5J? 562 1055 L-19 P.S. 19'4" NA 1716 1716 426 426 845 L-20�_P.S.) 20'0" NA 1468 1468 --340 348 691 L-21 (PSS. 21'4" NA 1468 - _ — 1468 348 348 691 -- L-22 P.S.) 24'0" NA 1148 _ 1148 274 1-� 274 2 DAYS AFTER GROUT PLACEMENT. NOTE: FOR COMPOSITE BEAM HEIGHTS NOT SHOWN, 7 NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USE SAFE LOADS FROM THE NEXT LOWER QUALITY PRECAST COMPANY USING (2) 7/16" DIAMETER PRESTRESSING STRANDS. COMPOSITE BEAM HEIGHT, LOTT'S CONCRETE PRODUCTS. INC. L NC, NOTE: COMPOSITE BEAM 'LL'. 'MM, 'NN' GARAGE DOOR PRECAST MAY INCREASE IN HEIGHT BY 8°. �a Y rA P CD N pq E -q I � Li I: I 8 ui Lt I' I� I FS . NAME I DRAWN CHECKED jy 5, L •. DATE 11/10/6 SHEET � PCLIN 1I OF I CA. 0 A an Ad A A nj a A An n A A n 4A11A V, I L i I K 7 , LWr A Lm D L"T C WIT C UNT c UWT A Page: I R00%,) kv.fqhfllw pld f 1"6-2001 Vmlmi 14.0.014Yon ma" Poe, t VIM [4tp-1 norummA ?.grI or4 NOTE,, BEARIN6 r -LATE TFIA31 (SIMF'SON) uj/ (2) OCA x 1 1/2" N,41L5 MA`T' E3E 5U55TITUTEC) FOR "ADE) BEARING BLOCK 11064R 'page: 2 0.10*0 vnv4I",kv, h, It 1.11., pl.". t' 11194-IDOI Verilm) 19 013114 A-111011 Poor UpIM RIVIld flol, Q'Id IMA Vogt I Of 4 i:jr pRowim FASnNMS WSM LOAD (U633 CUSTOME A&MOMES A WTA 10 SUOISM 2 1 SP HIA 3511 914 ADCCCA —0 MASTER ------ 2 1 MN LNO "GARAGE TOWNr 3689 962 DAT 2 1 SP 11864R/ HIB 1712 445 17 HUB 2 11 664R ------ 1610 1616 423 SIMPSON 21 1 SP 11864R/ 750 E HUS 26 2 1 SP 111C 1768 4147 H9c HUS 26 SIMPSON HANGER (I PLY) 16d 1661 420 2 2 1 SP 1D1692 1692 7185 11864R/ H 2 1 1688 420 (10) 16d 2 1 Sp ME 1706 420 1SP (7) 1 Od at 1 1j2- T13A 675 1694 420 11864R/ 2 2 SP G2A 3516 906 -SP�A- FLAT STRAP ------ (26) 1 Od ------ 3480 8 97 SP T13C 11864R/ 432 ° -1 2 1 SP G11 1667 ------ �j . , 11864R/ 2 1770 465 M37 2 1 SP 11864R/ H2C 1902 45915 2 1 END( Hj5B t SA- � 1914 465 _11 2 1 SP 11864R/ H2D less 459 STRAP 11E ------ (36) 1 Od x 1 1/2- - -- - 11064R/ 1833 2 1 2 1 SP 118641/ H2E 1868 1465 459 11864R/ SIMPSON -av - - - 2 1 ENDJ MA 5000 KSTI 260-- VIC 1845 465 12 1 TR 11864R/ T3B 1546 377 ST 12 SIMPJUSP STRAP TIE ------ ('10) 166* ------ 1105 R 1642 40,3 4 1 TR 11864R/ T3C 1546 377 HEAVY GIRD. TIE DOWN ROD TO HTTIO POST J�L) 10d 1546 377 le SP 11864R/ H317 1859 471 T H Z5 & HURRICANE CUP (5) Od 3014 775 415 1 sp 11864R/ 113E 1763 459 U ABU 60 SIMPSON POST BASE U6 5/8" x 6' (12) 16d (POST) 12000 2300 1770 4 65 EXP. BOLT 1 SP 11864R/ H3F 1795 459 POST BASE 4X4 5/8, x 6' (12) 16d (POST) 6665 2200 1835 465 USP---- 1 SP 11864R/ H3G 1794 459 M112 SIMPSON TENSION TIE 6 E XP. BOLT POST (24) 160 1837 1465 kITS27D USP 11864R/ POST (24) 160 3140 1 1 SP F13H 1764 459 ------ -- 314U H7710 1770 1465 R00%,) kv.fqhfllw pld f 1"6-2001 Vmlmi 14.0.014Yon ma" Poe, t VIM [4tp-1 norummA ?.grI or4 NOTE,, BEARIN6 r -LATE TFIA31 (SIMF'SON) uj/ (2) OCA x 1 1/2" N,41L5 MA`T' E3E 5U55TITUTEC) FOR "ADE) BEARING BLOCK 11064R 'page: 2 0.10*0 vnv4I",kv, h, It 1.11., pl.". t' 11194-IDOI Verilm) 19 013114 A-111011 Poor UpIM RIVIld flol, Q'Id IMA Vogt I Of 4 I'm gahhloo Filainvoffaq, Im Mullwo Moll,, t) 1W j"i Verfl,'" 111 110 14 9ummety PON, UP11h "fooff bol, (11111111d ?Q11VA of 4 I 1 1 OEM I W AM BY: KSM i:jr pRowim FASnNMS WSM LOAD (U633 CUSTOME A&MOMES A WTA 10 SUOISM ANCHM - I PLY TRM ------ 10d 1/? JOB Mt MTSIO i TMST 5`11W A ADCCCA —0 MASTER ------ 2 1 MN LNO "GARAGE TOWNr HGA DAT F_ 12-15-04 11064R/ REMSED; 25 1 SP HUB 2 11 664R ------ 1610 D 11864R/ SIMPSON 21 1 SP M 750 E HUS 26 SJMPSON li864R/ (14) IGd* 1 1 HIPP H9c HUS 26 SIMPSON HANGER (I PLY) 16d 11864R/ 3775 2 1 SP GIOA HANGER (2 PLY) 7185 11864R/ H 2 1 SP G12A (10) 16d 7165 2656 F_ 11864R/ S1MPSON 4 1SP (7) 1 Od at 1 1j2- T13A 675 LSSU 410 SIMPSON 11864R/ (16) 16d 2 1 SP T13B MSTA36 -- -SP�A- FLAT STRAP ------ (26) 1 Od ------ 2 1 SP T13C 11864R/ L 1 1 SP G11 (24) 1 Od ------ I 11864R/ 2 1 END i M37 _73-26— M Nal USP 11864R/, 21 J - BOLT 2 1 END( Hj5B t SA- � N — _11 11864R/ 12 1 ENDJ HJ3 STRAP 11E ------ (36) 1 Od x 1 1/2- - -- - 11064R/ 2 1 END j HJ3B 0 11864R/ SIMPSON -av - - - 2 1 ENDJ MA 5000 KSTI 260-- VIC tz_ I'm gahhloo Filainvoffaq, Im Mullwo Moll,, t) 1W j"i Verfl,'" 111 110 14 9ummety PON, UP11h "fooff bol, (11111111d ?Q11VA of 4 I 1 1 OEM I W AM BY: KSM Pogo 3 97 Ar 392 460 133 it 309 71 291 72 397 92 317 91 1254 329 1254 329 1350 291 1248 386 1212 302 1212 329 432 85 325 111 432 95 325 ill 431 101 335 100 1045 209& 1045 334 559 186 281 146 512 66 379 rj 9 241 99 237 277 49 90 32 222 275 72 95 29 209 285 66 70 30 214 43 ASCE 7-02 STRAPPMN i:jr pRowim FASnNMS WSM LOAD (U633 CUSTOME A&MOMES A WTA 10 SUOISM ANCHM - I PLY TRM ------ 10d 1/? JOB Mt MTSIO i TMST 5`11W A ADCCCA —0 MASTER ------ 1000 MN LNO "GARAGE TOWNr USP DAT F_ 12-15-04 REMSED; 02-09-06 SMP WN -2 ,3 PLY TMJSS PAM 2 2 11 664R ------ 1610 D THA 422 SIMPSON TRUSS HANGER (FLOOR) _(6) 16d 16d -1035 750 E HUS 26 SJMPSON HAMGU _(I PLY) (14) IGd* NI r 3205 1550 F HUS 26 SIMPSON HANGER (I PLY) 16d (8) 16d 3775 2000 G HWS 23-2 SIMPSON HANGER (2 PLY) 7185 2650 H HGUS 213-3 SIMPSON -RANGER (3 PLY) 0) 16d (10) 16d 7165 2656 F_ LSFU-21U_ S1MPSON SLOPED HANGER ( I PLY) (10) 10d (7) 1 Od at 1 1j2- 1390 675 LSSU 410 SIMPSON SLOPED HANGER ( 2 PLY) (16) 16d (12) 1 Od x 1 1/2' 2990 1150 K MSTA36 -- -SP�A- FLAT STRAP ------ (26) 1 Od ------ 2050 MSTA,M U51'- L LSTA36 5IMPSON FLAT STRAP ------- (24) 1 Od ------ I _73-26— M Nal USP CMU - HANGER 21 J - BOLT 14=10d_ -5835 t SA- � N — _11 ---O— STRAP 11E ------ (36) 1 Od x 1 1/2- - -- - 3WO KSTI 235 USP 0 USTI so SIMPSON -av - - - SMAP THE ------ (60) 1 Od x 1 1/2- ------ 5000 KSTI 260-- P HIV 24 USP TASTED RAFTER TIE --- (24 _10d x 1 1/2 ST 12 SIMPJUSP STRAP TIE ------ ('10) 166* ------ 1105 R S MGT SIMPSON HEAVY GIRD. TIE DOWN ROD TO HTTIO POST J�L) 10d IIE-UM. 5/6" ROD+ POST (22) 10d ------ 3140 T H Z5 & HURRICANE CUP (5) Od (5) 8d ------ 415 U ABU 60 SIMPSON POST BASE U6 5/8" x 6' (12) 16d (POST) 12000 2300 EXP. BOLT V ABU 44SIMPSON ----- Pogo 3 97 Ar 392 460 133 it 309 71 291 72 397 92 317 91 1254 329 1254 329 1350 291 1248 386 1212 302 1212 329 432 85 325 111 432 95 325 ill 431 101 335 100 1045 209& 1045 334 559 186 281 146 512 66 379 rj 9 241 99 237 277 49 90 32 222 275 72 95 29 209 285 66 70 30 214 43 ASCE 7-02 STRAPPMN HANGER & ANCHOR SCHEDULE 5cmV_"04_I3 pRowim FASnNMS WSM LOAD (U633 SM com Wgivim HEADM am UPUFT A WTA 10 SUOISM ANCHM - I PLY TRM ------ 10d 1/? MTSIO SIMPSON TMST 5`11W A (14) 10d x 1 1/2- ------ 1000 aTH a USP C KETA 10 SMP WN -2 ,3 PLY TMJSS I Od ------ 1610 D THA 422 SIMPSON TRUSS HANGER (FLOOR) _(6) 16d 16d -1035 750 E HUS 26 SJMPSON HAMGU _(I PLY) (14) IGd* 16d 3205 1550 F HUS 26 SIMPSON HANGER (I PLY) 16d (8) 16d 3775 2000 G HWS 23-2 SIMPSON HANGER (2 PLY) 7185 2650 H HGUS 213-3 SIMPSON -RANGER (3 PLY) 0) 16d (10) 16d 7165 2656 F_ LSFU-21U_ S1MPSON SLOPED HANGER ( I PLY) (10) 10d (7) 1 Od at 1 1j2- 1390 675 LSSU 410 SIMPSON SLOPED HANGER ( 2 PLY) (16) 16d (12) 1 Od x 1 1/2' 2990 1150 K MSTA36 -- -SP�A- FLAT STRAP ------ (26) 1 Od ------ 2050 MSTA,M U51'- L LSTA36 5IMPSON FLAT STRAP ------- (24) 1 Od ------ I _73-26— M Nal USP CMU - HANGER 21 J - BOLT 14=10d_ -5835 t SA- � N — _11 ---O— STRAP 11E ------ (36) 1 Od x 1 1/2- - -- - 3WO KSTI 235 USP 0 USTI so SIMPSON -av - - - SMAP THE ------ (60) 1 Od x 1 1/2- ------ 5000 KSTI 260-- P HIV 24 USP TASTED RAFTER TIE --- (24 _10d x 1 1/2 ST 12 SIMPJUSP STRAP TIE ------ ('10) 166* ------ 1105 R S MGT SIMPSON HEAVY GIRD. TIE DOWN ROD TO HTTIO POST J�L) 10d IIE-UM. 5/6" ROD+ POST (22) 10d ------ 3140 T H Z5 -SIMPSON HURRICANE CUP (5) Od (5) 8d ------ 415 U ABU 60 SIMPSON POST BASE U6 5/8" x 6' (12) 16d (POST) 12000 2300 EXP. BOLT V ABU 44SIMPSON ----- POST BASE 4X4 5/8, x 6' (12) 16d (POST) 6665 2200 liALj_80 w USP---- EXP. BOLT 33T'5_u w M112 SIMPSON TENSION TIE 6 E XP. BOLT POST (24) 160 ------ 2510 kITS27D USP POST (24) 160 3140 x HTTIO ---- - SjMPS%I 'TENSION TIE TIE -SM. 5/60 X011• -1 -POST -------- (18) 160 ------ -- 314U H7710 Y IWA26 _Vp tTJACK GIRO. 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' Pd�aDe �;wDravPeuy, IDre Jdlr+{inr I'luoa"++ I°¢nA-PITnR 6'rrvlaoce IILN.UTA 9a+enmory Pegfe l'plUl Rrpnrl IDOIe PI2/I I/RA Puge:A of A I(I 12M, Page- I Qty Plys Type Markflorigontal aaC,tlo Vertical n Uplift sks ASCE 7 nr - STRA jPNHANGER ANCHOR SCHEDULECr 11064r/ REVISM. 02-09-06 11 �' Y 2 FLAT FG7 9080 119 _ �- I ,I _Tii%I%0 — --.. _� ilg, 10169 1383 F JIMST MAX 11864r/ K I• A @ 2 2 rUT FGO 9106 9947 117 1315 �1T�16 _ _ - �6APSOFI "T - - _ Y 2 MT FG9 10037 132 ----- - 1000 O 9116 161 -202°3 KY MUSS PSts@@�e 6:"�naer@eryg, In<JY DnIA"r Pion"' ®19m8-Y�9 doc'vPot3 0®.DD.00tl Aumcwary Pupv (Ipgyi'p pr�N 64mW 0]iY®/A6 PuRY:i wi 1 I { }Si. E MGT A HIED; S JOB NAM ` ASCE 7 nr - STRA jPNHANGER ANCHOR SCHEDULECr DA� 12-15-04 REVISM. 02-09-06 11 �' I PAGE 1 0:2 11864Fi "k Wd _� ilg, ° F JIMST MAX 1,. 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FLAT STRAP ------ (26) `IOd ----cV 2050 9A`5TA3s6 USP LLS�T� -__ T P5 1 LSTA U" FLAT STRAP _®o_ (24) 1 ------ 1040 M NFm - USP CMU -HANGER 1/2 J - VOLT 14 10d 5935 —13 2 N IASTI 36 KSTI 36 SI�IP�aO� STRAP TIE ------ (36) 109 1 1/2m ------- 3800 O M 11 60 ST�4P511�9 _ K57I-260 Ute' STRAP 71E ____.�.� (601 1Od � 1 1 `- ) /2 r�-w--- 508TH P HTW 24 USP TWSTEO RAFTER TIE !] ST 12 5IMP. SP STRAP TIE w.------ 10 'I6d ------ 1105 TT- - _. T�ryT �IPSO�I HEAVY GIRD. TIE DO��v R0� TO wTTT6 L. ��-�.------___-v--�._.�__�.v_ POST 22 1Od -_.��_= 3965 IE -8 5/8" 5/6" T OD+ POST (22) 10d ----_-- _ 3'140 T H 95 TS--- SIMPSC�d --- HURRICANE CLP (5) 6d (5) 6d ------ 415 P�Loo -- -USP SIMPS _ POST UAB 6x16 EXP. ac LT DOLT ('12) 16d (POST) 12000 2300 Af3 44 PAU 44 _ SIMP I U - _ _ POST EASE 4%4 -- -- EXP. DOLT (12) 16d (POST) 6665 2200 MTT2-_-____I SIM_PSON TENSION TIE SLAEI. 4 rd 6 ESP. qO T POST (24) lady - -_---_ 2510 MTS278 U _______-_ iIE-6�i. 3/4m ROD+ POST Y24 150 � _-w-__ 3140 X HTT16 -^_ w fT`I SIMPSON TENSION TIE TIE -W 5/8W ROD+ POST (18) 16d ------ 3140 o U Y THJA2i SIMP HIP/ JACK CIRO. HANGER 20 16d - 1q 10d x 1 1/2 3245 960 l U L 26 SIMPSUN VEWED 45d FIARIUEIT _ 6 10d IOd x 1 1 2 1000 765 A23 A23 SIM Nd1 4 10d x 1. 1 41 10d x. 1 _1 2- 299 239 AA L I r IN f�� I ° F T { Fi K a f��