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Main Street 290 - 292 STRUCTURAL NOTES STUD TABLE gryrK VLNEER I"MR SvacE MANUFACTURER CONNECTOR NAILING PATTERN 1. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS I/z . 9A aN�HOR©oLTS o 3x _ THE LATEST APPROVED ADDITION OF THE SBC CODE. 1/z"x z .I/e•WA5flEQOLT5 S CT+O CEILING No. 2 SPF No. 2 SYR No. 1 SYP IALIEgNAT[:05E 51MPSUN M45 oR '"CUT CUT LENGTH SHALL BE 44' SIMPSON LTr2o 10- l6d coM 2, ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2xh 2x6 2x4 2x6 2x4 x6 sEucO FA-4 AT 24'R.c. Lf-11FiTH FOR 16• DEEP JOIST 2 x 4 Pt$IU ON Sn1SEAL NAILS A MINIMUM OF 4'--U" AND NAILED WITH 12- 16d COM w/5EMC0 TPP4 6 32•o.c. USE EPD%Y ANCHOR ONLY WITHIN exe,10x10WWMOR 6• OF EDGE CONCRETE. NAILS OR 16- 3"x .131" GUN NAILS. +� -8 ft. 16"oc. 24"vc, 16"oc. 24"oc. 16"oc. 24 oc. Q 6.6, Sl RDNFpRCEMENT SIMPSON MTT28B 24- 16d COM NAILS R _ 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR 0 BRACED PER DETAIL, 9 ft. 16""oc. 24"vc. 16"oc. 24"oc. 16"oc. 24"Oc. a SEMCO MTS27B 24- 16d COM -- (y NAILS 1 6"OC. F 9 Mh VAPOR gAltgiFA pvER _ 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc- OR 6" oc. t() ft. 12"oc. 24"oc. 't 2"oc- 24"oc. 24"oc. TREATED AND COMPACTED DLl -..'� _ _-_.� 1' cNo SIMPSON FipBA 3-- 7/8" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE v, m w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED z L-- ,y,•�oNT. P Q NIn,�U,n , EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS I t ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. Q M. 2'IAP 6 CCRNER5 end dl.tu nca - NAIL w/ Iz - IBa CDH _ SHALL BE 15/32" CDX O7 7/16" OSB. (U-O.N.) y IN EACH END LENGTH HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 16'Oc. N/A 16'oc. N/A 24 oc. c TDP AND BOTTOM ) Shpsan Strarp-rle " i�ft. N/A �yJ x sroln corctxx+ i sps AT DB' OC. M 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 5/8"x$" WEDGE TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d t 6"oc. Q A MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5' EMBEDMENT 1.3 ft. N/A t 1"oc. N/A t 6"oc• N/A G TYPICAL 2--STORY 6E'fWEEN FLOOR STRAPPING _ .. _ -- COM NALS OR 10- •131"x 2 1/2 GUN NAILS. � ( 3/4"x8" WEDGE •- _ N/A 1 6"oc. a AH�N� Rasp 32'o. MTT28B ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE 14 ft, N/A 12"oc. N/A 12"oc. �5ENC/L .2"x I/o'w'HERS ALTERNATE USE SIMPSON MA9 NAILED TOGETHER AT 6"oc. w/ 12d GUN NAILS ( .131 x 0 FA-! ESIM ON 1/2"x7" WEDGE 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH Q 5EMCo A-�A 4"0PP4 Q , L'fT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT Li- 1- TPP4/6 CLIP AND NAIL WITH 8-- 10d COM NAILS w 8x9. IOx10WYIMOR q - (U•O•N.) FI6ERME5"REINFORCEMENT NUT w/ 2" x 2" x 1/U WASHER � IVV HDBA N/A 3/4" -THREADED ROD WITH MIN. 8" EMBEDMENT NO•fE: Tt-11S TABLE APPLIES TO STRUCTURES WITH J 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DE-SIGNED TO MEAN ROOF Q • .. :': BEAM w/ LLj 1/2" THREADED WEDGE ANCHORS SHALL BE "BAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND �. eMlL va oR eeamER aER ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "HIT" OR APPROVED EQUAL ZONE. ZONE OF TREA,EO AND BARREN RILL 100 MPH OR LESS. O .,• ;,°`' SIMPS❑N PA 51 EMB, STRAP 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.O.N.) a z y9'r CONT, 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL " - SPF STUD GRADE MAY BE USED ON 8' OR Q+ MIR.:s UP o CSRNERS GARAGE SLAB THICKENED EDGE z sroRt ca"DmoN,USE _-PERMACAST COLUMN BEARING CAPACITY OF 2,000 psf. LESS 2STo conr' STEMWALL NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR 10. DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI THE SECOND FLOOR ON TWO STORY AREAS. B TYPICAL MONOLITHIC FOOTING SECTION 1606 WITH WIND 5P ED OF 1 d MPH. STEMWALL FOOTING NAILING SCHEDULE AlwIwwam • BRICK VENEER WITH I"AIR SPACE CONNECTION TTpICAI NArJNG ALTET+NATE NALR4G 1 ALTERNATE NA JW 2 AND WALL TIES AT 16"0o. VERT.AND AT 32"oo HORIZONTAL. 1/2" THREADED COUPLING WITH CALV. FLASHING AND WEEP MULES. W WITH CZCPSILL w/sEMCo rPTEEP s2"vC. LaQhdo 6MQMM 12-ladcamm 11.0,131'x1114vrltlk 20-12dlHarl COLUMN BASE �aaonwryll+ndtxo.a Boamxl(IreMtxaah 4•aaon/dpulRdaOaln •- 1/2' rc 10•• AT 32"OC. Intw dvAllr8dwtrmA MpllshWwM0.131•x2V1 MId10-099"xTQLII 1/ 2"x Z"A.B.. .AT WASHER �I(T"1_�1M7� IQXKrWz a III Ild1 0.Q FOUNDATION oam 4"GDND, STAB 2SOOPzi w/ r IIrIIg1111dvM1aQWIr1)OR aMIkNlEilld.131•x2Vx FIBERMESH OR 6x8-10/10 NNJM )• I1aS 1101 *"or mk ~ 1/2" x 10" GALV. ANCHOR BOLT' CaaandAffod wMOd E'aaonwmjppahvM eraaonellLpparbwor V_ • � -F -- aalntrxl,dn7l p Ra g ma0A311x 21YC m ro 4'a BA99•x 7 the nor maw"i slxlhl'llrllt0unl111�,4' TYPICAL "PERMACAST" COLUMN VYW q 100M IIuNLMoatrdpelrlMrq _ CQ 7 __� 15heghlq OO MPH �oaonwpolydGaaYt S aallot"6rd6aaI oa rtllncdrod CLEAN, TREATED. COMPACTED FILL &*&N,tir or 110M ft ABW Sa ad pGmnOn,Ali @q AAld't1i110.131'x21(1' I 6" CLEAN. STEMWALL M 104 VERTICAL `-- ' '� 44 BENT INT❑ F❑❑TING ANLL SIIIItl1Yg,ttoIIPMZon IlwlkalmwlhriL rteh O O 4•adoomrtmInhmOrd 4.0191'x1 UP11illnbull "+ ''• AT 4B" OC.AND ALL CORNERS,w/ NVTE: - _ THICKENED EDGE _� Q a• ._ ser1luo III LIAR M co '•;f.i•�# 12" HOOK AT SLAB AND 6"HOOK OPENINGS TO 5' • $IRxATI>p41a e•10darxmrotr 10"adcTr- •' 10-0.tat•x11I['1x�1 I 1= U5E (1) t3•t ranxnotllneedl 13-a.1lR x2VrrAbIn N t• •'''' � 10" AT FOOTING. TPP4/6 TOP AND --� rtI!T§ MdI RWn' .„,,. - O BOTTOM 1$4 VERT. --TYPICAL-Y P I C A L- s«noo Rrrr,.s�B r� y!lmW11)21B 24-tadoonem 24-B.16Tx2LITnh �-/ s rl " �_ - - 16.1adoa1l tp-mh __ O 20" x 10"CONC. OPENINGS 5' TO HETK IA 16•iBdx1 ( FOOTING w/ 2#5'S CONT, 7' WIDTH 05E 1. #5 CONT. (2) TPP4/6 TOP -- FOR Two-STCRY AND P476 AT ahtOlonHOBA3-7fa'fxlAMlu3 t•-b' -00 USE 32"x10" FTC. TPP4/6 AT 32"a.c• -- aotlllrOn YI xF4�iw>re INE 3 /30,CONT_ (TYPICAL) PLACEMENT OF SIMPSON PA51 EMB. STRAP Str°°Nf$tz � TTYYPTCAL STROPIOG(VNO) 2t-01drx2t7mb NOTES: Sln N1Tza9 2{-tEdoonitlan V/ TYPICAL STEMWALL w/ BRICK VENEER ANCHOR eons MAY BE LOCATED AT EITHERRSIOLSIDE OF KING STUDS, AA PLATE MUST BE N OO CONT, eETWEEN WW V DOLT ANp KING ^, STUD ` �• .---�2x4 Pt SILL, w/ SEMCO TPP4 AT 32"OC. SHEATHING 'v' O 4Y ANCHOR MUST 13EDWITHIN PRE-ENGINEERED TRUSSES AT 24" OC.- W fJ� /z" x 10"A.B.A7 32"OC. 7/16" STRUCTURAL ROOF rx w/2-x 2" x I/8"WASHER 12"OF KING w STVDS 4"CONC, SLAB 25OOP5i w/ V2"x 10" ROOF SHINGLES OVER 159 FELT 2x4 OUTRIGGER © 48"OC. V W �E/� ROERMESH OR 6x6-10/10 WWM ANCHOR BOLTS � AT 32"o-o. OR M1„ AT 24"GABLOCKING REQUIRED BETWEEN OUTRIGGERS _ 7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL HURRICANE CLIP H-25 OR EQUAL 0 'i::`SEir` t TYPICAL HEADER STRAPPING SUPPORTS w/ 8d COM OR 8d RING SHANK. SIMPSON A35 ----�- CLEAN. TREATED, COMPACTED FILL 6 �- "CMU STEMWALL w/ 1pa vERncAL � 2x4 BARGE RAFTER DONT. `O LL CORNERS,w/ HURRICANE ANCHOR AT EACH TRUSS - - L14 >:. 12 HOOK OC- AND AHOOK AT SLAB ANO 6"I100K T F ( SEE SCHEDULE ) SHINGLE STRIP Ai t0" AvvnNcA . 2x4 BLOCKING @ SHEATHING JOINT r _ 4' FROM GABLE END FASCIA 11� TRUSS (2) 2xL SYP DOUBLE TOP PLATE w/ 20 lo'CONC,FOOTING w/ z,y5'S CONT. SEMCO TPP4/6 AT 32" OC. /t/�/�KY FOR Two-STORY 3-16d COM � EA. TOP CHORD OF GABLE END TRUSS I•-a• USE T 05.9 CONT. BLOCK (TYP.) CORNISE DETAIL AS 2x4 SCAB CONT- TOP TO DROP 3 1/2" -4/i BOTTOM ✓�� / TYPICAL STEMWALL -3-12d COM (TYP.) C PER BUILDER'S SPECS D 2xb SPF #2 STUDS AT a�" oc. _ CHORD @ 8' FROM GABLE \ CONT. 2x4 SCAB FROM TOP TO /( 2x4 BLOCKING ® 24"oc. BOTTOM CHORD CIN X-BRACING (SEE STUD TABLE FOR SIZES 3- 12d NAILS TYPICAL AT (PROVIDE ADDITIONAL 20's @ AND SCALING AT VARIOUS HEIGHTS) X-BRACING -- VERTICAL IF HIGHER THAN 48 -SHEARWALL 2x4 SCAB IF VERT. WEB I S TO FORM AN "L" SHAPE.) z • -]T '. .o.: ,' - - 7/16" OSB SHEATHING NAILED A5 NOTED �._.� NOT -- TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION FAWEL5 APPLIED W/LuVC DJM, A(!645 STMU05 4" CONC. SLAB 250opsi w/ NOTPREf `` � TOE NAIL TRUSS TO DOUBLE CLEAN COMPACTEO FILL M4-v _ `\�1�/ / PLATE w/ 16d COM @ 8"oc. 2x_ PT SILL w/ SEMCO TPP4/6 AT 32" 0 FIBERMESH OR 6x6--10/10 WWM � I /5 CONT. -- LA- B- I CONT. 2x4x8' #2 SYP �BOTT"OM CHORD OF GABLE TYPICAL THICKENED EDGE FOOTING �� 1/2 x 10 A.B. AT 32 OC. �� LATERAL _ ^� E ,.. ;..•,•:•N. ;• -- � END TRUSS 2 x 4 STUDS O ,6 O.C. W/ 2" x 2" x 1/8" WASHER ----- _,��"I.�-.�.t BRACE � 48"oc. _ - z No. 2 a Bt. 5PF' E Q -w 2 x 4 5TVp5 O 16"v.c• CLIP STUDS TOP.AND BOTTOM ,•_ _ 2- 2x4 TOP PLATE No. 2 yr D SPF W/ SEMCO TPP4 m 32.0.0. 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING 0 48"oc- Z CLIP 5Tr a TOP a6' OOTTOM 1/2"'x �-WEOCFv ANCHORS AT 48" OC. AND ALL CORNERS, w/ BETWEEN GABLE AND FIRST 2x4 X-BRACE © 8'-0" OC7. - 2x4 STUDS © 16"oc. C� W/5EMCO TPP4 0 32"0. 0 32" a.o. + •, TRUSS' 4•CONCRETE SLAB w/ 12" HOOK AT SLAB AND 6" HOOK 1/2' x 7"WEDGE ANCHORS 8x6. 10.10"M OR +o.� 10' SHEET: 32"o r. FIBERMESH REJNF. AT FOOTING_ ..�4"CONCRETE SLAB w/ 6 MIL VAPOR COMPACSARRIERTED OVER 20 X 10" CONC. 6x6, 10x10 wNM OR TREATED & COMP�ACTEO FILL FIBERMESH REINF. FOOTING w/ 2#5's CONT .: _ - (2)9. rl y 5•e GDNr, - 2- STORY FOOTING - ALL MEMBERS SHALL BE SYP C 8" "'"-'6 MIL VAPOR BARRIER OVER t._4• J --� TREATED &COMPACTED FILL NOTE: FOR 2-STORY CONONION 20 X 1 O' GONG' -`v"-V (2) ROR/z-5•tlsroRCONE. USE 1'-6"WIDTH w/ .3 ys'+ CONT, FOOTING w/ 3#5's CUNT. 1'�4' rrorE; Y cUNOmON USE ,'-a" wlDn1 w/ s)s's CONT. ^ ) TYPICAL GABLE END ( X-BRACING ) KTYPICAL INTERIOR BEARING FOOTING TYPICAL EXTERIOR WALL SECTION I v F� TYPICAL INTERIOR BEARING STEP FOOTING cm N i i Q LEN � m E Ln O rte � N _-=ter - 7~_tr~ - �YT �a-�� - T--�' 7--•~ �~l-„..1~ ,~ ,- /'__- _ �r -_f'�-~% --L -• /_• /`_-}~ ✓ j - _ - /-L 1 __ _ �- ��--- j -�lr L}� --K� � ---1 �~��/-�{ ---�/ /' � �-i ir'-L/_�r`i--l��`� �-_.L! _� %�- ~.�J� ~/ --1 f` -_�.! /�%/ �/'--- -_ �_`--•-~ r--- ---� -- _-{ - -- s_ U r� �.-- - _ __��"-� �' -'-__ %' � `iy-•_-.-1}!L ���-��_ T� '� ___ G' Jam_ -/ -1 ��L -J-__t /--�~_� -l'-� _��J -_! T- �/'! �jam,-~tir� -� ---C T--� �,.,� J--��"�.�r__� � -'C_ r~.._� � -� _ T / 1, �._. -�_ �._��� �~/�-_L-`/_T j~_ T- r j`_,_ � jJ-✓' /' �-� --fir�' ` ,-_._ /•-- �- ;� ,r---- - /' •~~ir j-- {' j jJ Y� r _ ' CLT - Q �. �~� --~� - - T_ 7__L t �,r J--�_,_� - j_ •- % / -�r`-j'~! �Y r--� t--/�'-L.-�"_ /`_J_' --lry r--{}-_/Y:� � � - L �� r �- J���- �'- j---� �� ^_� -- --� � /�'--1�r ��,-” /- _J-- /'' j-/„� { l r`~ 1� T~`____ !Y__ r-! --�_ _i` � _ ~-�'✓_ �'-L r' /r� r r �1 �ry r__f� -! J�--- (n � LLQ 1 1--�-,_~.� _- {_%`� 'r -' - ! _✓ _j J �l �. _/1`i-� ' �Y%---C r__ _!' -/~ ;rti_r-Z_l 1 Y _ i r - LLJ IT - rT � 1. I r �-L[F 1 _ - - - _ --- It - - i P p F R PNS\G p�F\CE N �w RE51DENC for n I 02AD -- RIGHT SID E 0 at WEST ATLANTIC BEACH Atlantic Beach , f lorida C�I V E DO"' AP1'RO C BbCH \ CITY OF AT by : BI V I ©U(LC7ING CFFIC� (jC) ❑ECo , NOV 2 1999 NOV 191999 Gity of Atinntic Nonch Building and Z001(19 � s N 7 — - 75 57 _.. �__.._ ----- - — — m Q D Q N ° _ Tn I 171 I I I I I � I j I o U ml I I Q m ch ' I 2500 x'51 CONCRETE wl II II GARAGE FLOOR E ME5M OVfK COMPACTED , E 1 B I o m L —__.. — �� _—�..—.---—- •-— —�..-—— TREATED 501L 6 MIL V15QUEEN ' _-�-- -- - - � I N w II i I > o N 2 O C) j l SLAB AREA I N - I 145 1 5Gt ft I I — ,, I I �� i 101. _ I 31 C 101 GH : -- 319 112—I m c� �l o �- 3' m I I m hi VAC PAD 1 -- IE'4 -- - '8— .. — 16'7 I/2 16'4 I/2--... __. .._ - V C(Z 1 F/ tar/_)a(N6 5 -- - - 551 M z a. 2x4 FT ell wl 112"x ICY' " Detail B afichor boft5 32" OC or Detail C Detail D "Thickened �Jtdf� � 1/2H xd rn>sd 5iif ancbtor4ai Detail A 1 olt5 @ 32" OC - � V l ❑ ❑ washer x " N1crtcatlhvG — * C11 �.. _ - f • _ #5 RE5A 12" x 10 CONT. Ttttr, ned r�nt(ng ;J l #5 Rebar K ..--.--._ _..._ - 1 t SOU N DATI ON 5LA13 cNc 1 , e I f I ' I All load bearing headers will be 2 -M's No.2 or St SYP (U,O.N.) El 5kie,,krwaU-q mak xi all c ox. on wq--s a,,0 57'-- - _ - 12'ox-, on mtet°rrie;.1,ate,5gport m With� , m ----- - — ----- -.... ----- - -.... -- -..-- -- ---� Wc)rnrrzan nils o - .� ------- •-___-- YiTIL[LCL1llICif1LLCILCIIIlTIIDd77IIIIITIm-m oaf�dags ra,1�td at 3" ox, orf t-dge5 ami u � b -- -- ----- I G'10-.�.. -- _- — — 5'6 ._...__._ 314 - -- 1 114 - -- _.._- w_ 1 Ir 0.c. Cott mtermedfate svmort,�W 4+1th 56 p 0 q 0 C•GxtiltTltm rk71119 'r U — Glass Block 3050 Z 5808 _= M3w3O 'W3312 lYR'290•. .. W3G 12 W4230 P.lBG303 F. 6DR123G ©UZ-173G 0 l rl ,', 143: �S ,I Cf :. doped Ce,{ing t JJ f u GREAT RO M 2 I' I I x 13' ! 'I " GARAGE I I I -� •. T F cv ¢ a - ------- -------- -------- - ----- - ------- ----._.._..-------------- v " 19`2x10'10 KITCHEN , II I a'CEILING -- I�'3 x I O'10 _`fl -- - I I i ! m ..., LU v _._._....__._ PLATE HEIGHT 84"---- _ � �- � \ I i )��� � ` I I I ❑ } o � PLATE HEIGHT 84"= O 0 1415 1 - PLANT 5_r1>rLF OVFR- _Ln I / . ' --------------------------------------------- 10 ==----==-=--=- ---------------- �° u m 10 CEILING m N O CID 2 G8 ENTRY `Y' r �" \\/4o�-5, f _�i__ -- -• -- I /% �6 197 x 33�• 2' m 2f368 _... — --- 1 _ I ! ----- -- ------------- ----- - - -------- ---- ----�- - -- - •- - - CL SET r— 4'2 7r I v i o I +J i 0 MASTER BDRM o E--�--' ---! ------- ------- -------------------- -------------- M o 1 5'I I x 1 2'I - - I I TS"L7R _+ i %/ %optional f avatory �' BEDROOM N m II o % - BEDROOM I0'8 1 I7TREY CEILING LL- LLJ O°- s Z in ! Circle-ToQ Lu F2 B�R2�32f] tLR23T Q BEDROOM �ArH Window % 273 2 3Ql]U x 411 71 1 VAU{.T f -7 13ATH I / ----- ------- ---------------------------- /5"x5L7t3 - -.• _. �: >� w I jc�Q 9 3 0 M� - 02 I � L— J.-•-• . . . I - Sloped Ceiling PORCH 3'I I x 47 ---- --- 3 _ ' - - -,}`— � : FlatCe,hngatB D f. , --�a--- --.__ --- --_--- -•----- •--� --- —� 1 '( � �• �-•_ I I - - — - ----- L_._-__ - LIVING AREA 1213 5q ft 11 5 2'G 1/2 2'6. fV 16 4 _..- -. - 5 8 m_....--- - , g' -- - 2'g --413 I/2 -= 5' 1/2 — .__-...._.._ ..._ — _ --- - _ c ; t tf� ❑ ❑ m a� cn FI R5T FLOOR, FLAN • _ .., ,..-.. ..-... -•--- �.- - .r.r �-•-.-------�--�..-._.�.._..�...�..-,.....�,. ..-....-�"T— i� _j O nom+ � '`/z �1j I�L..V 1� �� s �� N i Q N "- L m u N Q l� Ln � � N m O Q c N UAla o ctl — U GFI ...._---_ I I\ OUTLET AT 42" � __.... i Garbage dl5po5al outlet - 1 � ! [ Q GREAT ROOM I F GARAGE L►-} z mJ m QD < - 150 AMP SERVICE ! U 11. - GFI o - ) C, KITCHEN z CD T ENTRY ::IVL CLOSET MASTER BDRM }- ( BEDROOM {1} ' C11 cy , BEDROOM BATH BATH _ U r . PORCH " ---------._ ----------- ------ _'�-t . . .....,_- ll-i i W LIVING AREA -_ 12 13 561 ft 0 U_ � N U � � (f7 © Q rS V 1 cv a; � ¢ N 73 U _L I FLI ----------- mo IlluQ I � [ I LU TO -- LLJ --J I I- i I I — — QJ O CV i LL 1 'I� l r __ --L• Lr 11 L L L-I I r- _ - - I 1 Z L . ..-- - L. .:•r._z --- �I i.-�._�_.[�r i__..., a: r:: t s L .t � r_ I �_ r - _z s i L � .� _ __ r L Y - �;�� -- ..�. �:. L-:' l --..1:- Z- I 1 -L��T � L r•.�� r-1�r1I.._J I L r�r� 1=_ . � t� _ _E_I �lr �--•I""-1J- -� ._1LT��. _ . ._ U._. W 1 11 - T t FL-1 F_I _ a .. TI b — 1 a U m t- LEI'T ELEVATION v cn ELEVATIONS DRICN VENEER STRUCTURAL NOTES STUD TABLE 1/2' SPACE - MANUFACTURER CONNECTOR NAILING PATTERN 1. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF S fUD SPACING FOR EXTERIOR LOAD-BEARING WALLS 1/2"x 10•RANG/IWr 511 5 32•c.c. �' I 7 �ALrE/z .2".1/a WASHERS THE LATEST APPROVED ADDITION OF THE SBC CODE. _ ____ RNATEI EMOSE SIMPSON Mai on CUr LENGTH SHALL BE aa' CEILING No. 2 SPF -� - NO� 2 SYP __ No. 1 SYP 5CO FA-3 AT 24'O.C. L[MGrH FOR 16' DEEP JOIST n,4 PT 51U ON$LLSEAL SIMP50N �rr2o 10- 16d CDM 2, ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2 x 6 /SEMCO TPP4 O]2.0­ USE EPDXY ANCHOR ONLY vlrHCN NAILS A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM _ - - - - -- 6x6,10x1°wAM OR 6' OF EDGE CONCRETE. 7 Fl9FJIME$H REINFORCEMENT NAILS OR 16- 3'x •131" GUN NAILS. z SIMPSON MTT28B 24- 16d COM * 8 ft. 16"Oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. D NAILS - w-_- 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR SEMCO MTS27B 24- 16d COM BRACED PER DETAIL. 9 ft. 16 . "oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"ocU c � 6 MIL VAPOR 9ARRIER OVER NAIL) „- TREATED AND COMPACTED FILL 4l� ,..666 -- -- --_- - " "4. ALL SHEARWALLS SHALL BE NAILED AT 3oc. OR 6oc. 1O ft. 12"oc. 24"oc. 12"oc. 24"oc. 16"oc. 241.oc. - "` ° LD+a (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE LD%I`H SIMPSON HD8A 3- 7/8" BOLTS ILS MN.2T LAS' CCfiNER$ NnlLrw/dtt n dls con -- ---- --•'----.��.......__.•�..."�• �T- --------- EDGES WITH 2x4 FLATWISE) BLOCKING.ALL LSHEARWALLS ED 1 1 ft. N/A 16"oc. N/A 16"OC. N/A 2411oc. 0 3 g,2'LAP end dls tancv IN EACH END LENGTH SHALL. BE 15/32 CDX OR //16 OSB. (U.O.N.) Yyt ,r«, TDP AND BOTTOM ) Slnp5an Strvr.-Tle HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR cSI6 AT 3z' $c ___._._. -..�_ _.__r_,._ 12 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w w A TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 5/8"x8" WEDGE / - �. _._._ . _ MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- lOd t6"oc. (� TYPICAL 2-STORY BETWEEN FLOOR STRAPPING - __ ____.--�__ COM NALS OR 10- .131"x 2 1/2" GUN NAILS. 1.3 ft. N/A 12"oc. N/A 16"oc. N/A 1/2"x ID"ANCHOR 99LT5 0 32-a.e. `7 3/4"x8" WEDGE _ _- w/2"r 2'x 1/0'wA5HERS MTT288 ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT 6, HEADER STUDS AND HEADER CRIPPLES SHOULD BE14 ft. N/A 12"oc, N/A N/A 16"oc. ALTERNATE:USE SIMPS0II MA5 DR SEMCO FA-3 AT 2a ox, --- -�-" - --- NAILED TOGETHER AT 6"oc. w 12d GUN NAILS 131 x 12 oc. z x 4 Fr SILL CN 5ILL5M 1/2"x7" WEDGE / ( w/SEMCO IPP4032'o.c. LTT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH FiRC 10x1 REINFOR 1-- TPP4/6 CLIP AND NAIL WITH 8- 10d COM NAILS HEHM0.1 REINFORCEUErvr --' " NUT w/ 2" x 2" X 1/8" WASHER (U.O.N.) - HD8A N/A - 3/4" THREADED ROD WITH MIN. 8" EMBEDMENT - (or)NOTE: THIS TABLE APPLIES TO STRUCTURES WI fH WEDGE ANCHORS SHALT_ BE "BAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL 7, ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO MEAN ROOF ' BEAM w/ 1/2" THREADED WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WINDa w'4• �:.;`�"''` IL VAPOR BARRIER OVER ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "HIT" OR APPROVED EQUAL ZONE, HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND rRwEb mb COMPACTED FILL ZONE OFLd SIMPSON PA 51 EMB. STRAP 8, ALL CONNECTORS ARE SEMCO OR EQUAL. (U.O.N.) 100 MPH OR LESS, `2)9'1 CONT. ` MIN.23•IAP O CORNERS '- 2#TORT N,USE PERMACA5T COLUMN GARAGE SLAB THICKENED EDGE 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL " --- SPF STUD GRADE MAY BE USED ON 8' OR d 3 N$'°CONT. ONT. BEARING CAPACITY OF 2,000 psf. LESS R TYPICAL MONOLITHIC FOOTING / STEMWALL 10. DESIGN WIND LOADS ARE BASED ON TNOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR wTHE 1997 SBCCI THE SECOND FLOOR ON TWO STORY AREAS. STEMWALL P❑❑TING SECTION 1606 WITH WINQ PEED OF 1 0 MPH. BRICK VENEER WITH I"AIR SPACE ur' /� /� /� '{. • AND WALL TIES AT 16"00. VERT. AND AT �,.y.� NAII.ENG8CHEDUL.E nwowN13N0 IZONTAL WITH CALV32"cc O.RFLfSHINO AND WEEP HOLES. CONNEONy1� ALNA.ING ui�NATE NUM ALTMTE NAM 2 2xCPr SILL w/SEMCO TPP6AT 32"OC. 1/2 THREADED COUPLING - 1/2" x 10"A.B.AT 32"0c. COLUMN BASE Ly ndaGh P114 12-IW=mm __-._._ 10-D.131'x3U4'jP*.. _ . 20-t2dtlrhn w/ 2"z 2" x 1/6"WASHER tT0-0.On$do"W4lYa-a w m an WpN aw l2'o.a in 4'as on 4d9w ud O'oAIT N7NMIdwdlSO!=am tI•MIdw110.131'x21/C txrMldwn0.06tp'x2'pur 4"CONC. SLAB 2500pci w/ -FOUNDATION sw.dmurw bmcmmdim*mv ____ rush we TIBERMESN OR 6x6-10/10 WWM 0.0.dl p4•M �� a a)RM--WIZo.a rI_....... -� inDplgdIm$Immv 1, tlrikgw Ol3Vx2t7 --• - -1/2" x 10" GALV. ANCHOR BOLT t1 v bar eusoi"or rush ., . ..• E'aamNxrQprxbwn3d A'aaon•Ix{gadwpr daaand4l�porhwtxl wrmgn,rllp aw k«wew 0.131'x 2 l/l rr OoMl Yp« O.OV X 2 rnp lCW OF tTar711rF4d o1ankeo.aoworl*g rrxi•rtrekpunnok4' ■lawIII0wn•h,P r --�--�-J�'�,:r TYPICAL, "PERMACA5T" COLUMN 4_a_�r� 11.117)droof H r,�Hn/' .idq� 91uetlY1g,1001APFl7ar._-._. w1h4'droaE oG wtIY14'dro0f.• li.. CLEAN, TREATED. COMPACTED FILL 4•o.0.an/do*bid d'as n 4'olc,on sips AM T 0.GnCq z •.` 6"CMU sreuwn L w/ 1p4 VERTICAL VYaT116'Rppl tplhWwlb3doomTmdrg IhallaldvM&13i'x2trt _ _____/kk4 BENT INTO FOOTING AND 1tOwNrar xhfnka4orowxlprll AT 40"OC. AND ALL CORNERS,w/ N01E: 4•ddomwnnIpmeri 4.0,131'xIt/xrrA4ntrr •=: "' 12" HOOK AT SLAB AND V HOOK OPENINGS To 5' a• THICKENED EDGE SSW HCPUARdIy � � C� I. T• ..••�•. r.•.,.,:"i:�:' t0" CID AT FDOrlNG. WIDTH usE (1) - -. _. .' ,•, �� TPP4/6 TOP AND So=TPP416 6•10dwmrlon _--........- t0�3dtarrean BOTTOM '-#4 VERT. -TYPICAL- 13.151cmumnfYmlrn omb 13.0AWx2lu �•--20" x 10"CONC, OPENINGS 5' 70 -`` .swom1pGilli30 _--to-bo ,. .-- akhnlirllblf N FOOTING w/ 2#5'9 CONT 2' WIDTH USE ` swwL(mm 24.1ddomsrlm _ 24.0.lWx2tTndo _ C) N --- FOR TWO-STORY --- (z) TPP4/6 TOP FtETN.IS IS 15.16doan bw qLh - ^� rw1 1•-8- USE 2Wx-SlO' FTO. P7 PD BOTTOM �.�. 1 #5 C❑N•r, _�Rx .�1.,._, CQ 0 w/ 3 #5'9 CONT, NOTE: (TYPICAL) - - - TYPr_+L STRAPPING(VNO) PLACEMENT OF SIMPSON PA51 EMB. STRAP Shtsoll 8A - 3 llp boR•lhu3 - - ---- -- •1 wmnbnfiT>rlCor ��T�z NOTES: �1 ITAIA�Bt2�- r�Mr old{ll�/ TYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS L MAY BE LOCATED Slrtr�gl Af1T239 24-1dd OGrrr1011__-._ 24"D'1BZ'x2IJTn� u r CC AF EITHER SIDEC OF KING s1v05, F1Tf72 32-16d11nlaan m�.,.1'� PLATE M05T BE CONT BETWEEN BOLT AND KING --•- 2x4 PT SILL w/ 5EMC0 TPP4 AT 32"0C, 57110 AM V 1/2" x 10"A.B.AT 32"OC. ANCFIOR BIG T5 Mu5r BE WITHIN PRE-ENGINEERED TRUSSES AT 24" OC. ------• • 7/16" STRUCTURAL ROOF SHEATHING O N w/2" x 2" x 1/D"WASHER 12"OF KING '„ 11 111 ll STUDS M./ FI RHES SLAB 2500pei w/ r` Co FIOERME511 0R 6x8-10/t0 WWM I/2"x 10" u ANCHOR BOLTS ROOF SHINGLES OVER 15# FELT AT 32-o.�. OR 2x4 OUTRIGGER 48"ac. • ;4 FA_.3 AT 24"v.c Co at (rPlcAl) 7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL BLOCKING REQUIRED BETWEEN OUTRICGERS HURRICANE CLIP H--25 OR EQUAL TYPICAL HEADER STRAPPING SUPPORTS w/ 8d COM OR Sd RING SHANK. CMD 48"oc. SIMPSON r 11 CLEAN, TREATED, COMPACTED FILL r __ _ w ON A35 � 6"CMV SL0TEMWALL w/ 1#4 VERTICAL L0 03 G AT 48•' OC, AND ALL CORNERS, w/ HURRICANE ANCHOR AT EACH TRUSS �� 2x4 BARGE RAFTER CONT- 12" ON r. G ••[�, 1 Y' HOOK AT SLAB AND 6"1400K to" (+, SEE SCHEDULE ) 4/ AT FOOTING. -�: •::i';,'.� 2x4 BLOCKING @SHEATHING JOINT SHINGLE STRIP - 20" x 10"CONC. TRUSS (2) 2xL SYP DOUBLE TOP PLATE w/ 41 FROM GABLE ENDFASCIA FOOTING w/2#5's CONT, ^'•- FOR Ino-STORY BLOCK (TYP,) � SEMCO TPP4/6 A'f 32" oC. Mp;c -TOP CHORD OF GABLE END TRUSS LIE 3 µ5•e CONT. CORNISE DETAIL AS 2x4 SCAB CONT. 'IOP TO �D TYPICAL STEMWALL 3-12d COM (TYP.) .Grp PER BUILDER'S SPECS BOTTOM DROP 3 1/2 2x4 BLOCKING ® 24"oc_ 2XL SPF #2 STUDS AT -W" OC._.__ CHORD © 8' FROM GABLE _ Y / • FOR SIZES '\ CONT. 2x4 SCAB FROM TOP rO prim (SEE STUD TABLE L 3- 12d NAILS TYPICAL A,r \ Z BOTTOM CHORD (� X-BRACING -SHEARWALL AND SCACING AT VARIOUS HEIGHTS) X-BRACING (PROVIDE ADDITIONAL 2x4's @ 5�3 VERTICAL IF HIGHER THAN 48", 7/16" OSB SHEATHING NAILED AS NOTED2x4 SCAB IF VERT. WEB IS TO FORM AN 1" SHAPE.) CLEAN COMPACTED FILL TYPICAL INTERIOR 5HEARWALL TO TRUSS CONNECTION PIS aE A PP I E0 W/LVA/(,. DIM, A,C0_65 ST0mS _ NOT 31 1 35 DONT. ( , J 4" CONC. SLAB 2.500psi w -J 2x_ PT SILL w/ SEMCO TPP4/6 AT 32" o NIX p / PRESENT TOE NAIL TRUSS TO DOUBLE FIBERMESII OR 6x6-10/10 WWM /PLATE w/ l6d COM @ 8"oc. TYPICAL THICKENED EDGE FOOTING l E 1/2" x 10" A.B. AT 32" OC. CONT. 2x4x8' ��2 SYP - � vi 2 , a STUDS 0 16-ac. w 2" x 2" x 1 8" WASHER -- % };;. •;P..%. LATERAL - � (BOTTOM CHORD OF GABLE No. 2 c, Bt. SPF --t BRACE @ 48"oc. 2 x 4 STUDS O 10"ac. Cup 5Tutl5 FOP AND BOTTOM / / ��~r END TRUSS N. 2 _Bt, spr W/SEMCO TPP4 0 32"o.c� 8" CMU STEMWALL w 1 4 VERTICAL ------ �- 2- 2x4 TOP PLA TE Z N CLIP STVOS TOP AND OOTTOM _ / 2X4 BLOCKING a0 48"oc. a W/SEMCO TPP4 m SZ"o.c. a x 'c WEDGE ANCHORS I (, n 3r 7" AT 48" OC. AND ALL CORNERS, w/ + ' BETWEEN GABLE AND FIRST 2x4 X-BRACE C� 8'-0" oc. M1••CONCRETE SLAB w/ r TRUSS. - 2X4 S rUDS © 16"oc. n 1/2" x 7"WE-DOE ANCHORS 12" H001< AT IAB AND 6" HOOK .'• p 32"o.c. 6x6, 10x10 EINM OR 10' FIBERMESH REUAR AT FOOTING. SHEET: 4" CONCRETE SLAB / 6 MIL VAPOR BAliR1ER OVER ' 6x0, 10x10 WWM OR TREATED&COMPACTED FILL RBERME5H REINF, 20" x 1O" cork. 1• FOOTING w/ 2#5's CONT. 8" -6 MIL VAPOR BARRIER OVER ��(2) 1r 5'9 CONT. „_•_• _-__ TREATED &COMPACTED FILL V-4" 2- STORY �noTIr1G ALL MEMBERS SHALL BE SYP NOTE, FOR 2-5t0rYT CONDITION(2) B Ve CONT v5E r-6"WIDTH w/ 3 #5's CONt. 20" x 10" CONC, V-4 NOTE: FOR 2-5TORY CONDITION USE 1'-e- WIDTH w/ 3 js's corer. FOOTING w/ 3�f 5'5 CONT. S - C L EOEOO � � TYPICAL EXTERIOR W/+LL SECTION C`� • CF N G: 0] Qj _ In (L1QN N i c M I � � V N LL Ln `_ ~� � �--t� -'.�\ _�_ ` `\ �`,�-�Y _\ ?--Y�} --�`�\• ��� `tip '�. � S-��5''\ -�—_ ��-- �•�� �K ��`C _ _-YC' -c- �'-�Yr\_v` --rte:,\ �-� � -'�, ti--�----- j _-� -.r I f.-- I-� Ll---L_ --�, y._� _ - ___fir .,fit C��� ~�_ 'r\ _L_\'' `l_ \ \- �-\r_�'- `__ - _�-•C `}. - ,--� Y_�_�- ~\- _ -C�__ �' -C�~C�_ ,� - ti-\ - C� fir`- `fir-.�� `�` _.!� -\,'� -- '� ` -1 =\ _\_.C ~~ -�"\ _Y -\� CY` --C..� -tel - ^`�-- ti��`���,�_- '`\ \'f `� -•.\.�}._-`� �_\`-'�-�� Y..\_ y..\`_tiY_��- --�`\ ` -\ - - " �7_� T / 7-� � 7--�- � �\ _ - ti_��� Y,.r�• C\'-`� `�\ \\.��-'\\ .r�� \__���. '`�_�--"� _ �-�-� -Y-C \� �Y` � _ _ -"\ _ Y,`Y\ `� -1'\ �_��5� - ^_�_ �_..�__�4 4 -cr_ _,- _ _ �_ny -- - r - � ' ~`—f� }-� - ,\ �--}_- �.. r"`�-Y• }-C� -�_' \ - ~��.=_�- Yom= _ _ �._.� �._ __ _`"�_ `,�.�•_� ~,}-� _ -��__�_ - - _ T -- �1��- y C--� -�--�� _}-<} \t �---��~ 3'�CC s� ! �---�-� ���ti���\ � - �• �' •^'-C \ice' `�' ,�\� _. %�- � ^\�`�� _ - = -z7 tT 7� J•_ -fY--L_� 7-'"� _7 - ~�. �� -\�`_ }- �>^'•\� y;\ -\ Y _� \ \. �-�Y ` �_C-�� � �_�•Y~_� C _.C_ _� �_ Y�Y r s\ ~~ - - - Q -- -� -�- \t �~� _1ti_ \\-Y\ .y -\ ` ~~` �- ��Y r r `_� - -_� - _�--�� f_ .� I \ _1�� �y `�\ --�\ `� -\} c"�`��Y -`� \ �` �Y�-s,\ \-:�- - �_r-�Y s r-� _ - ��ti ~�}. =-'• _ _�r� -- C❑ -_ --j —�-=<-- - --r- -- _�--_`- �-•� W _- j� TI j -j - -- --------------- O 1 pJG�FFc r' � tion' RE51DENCE for C I 02AD LEIFT SIDE a vi �71 at WE5T A13EACH � � m Atlantic Beach , Florida EIV by : BInc . CITY ATLANTIC BEACH � BUILrL�rrvG 0�-1'►c� NOV � I{dn (S) ❑ C) NOV 19 1999 �y 0t At gntie I:jc)ejch ullcling and zUmIlIg � N v` - L LO o N - ~ I I I I I z 2500 P51 CONCRETE w/ Q LU �_.__ ' EIBEfMESh OVER COMP ' - ACTED , I O I TREATED 5 I z m i OIL 6 MIL V15QUEEN __j I I I 2'�I ( j N wr� I I I �: cv m o LLJ N i SLAB AREA I I ° mo o 145 15q ft I (� D- 9 0 1/2 10 1/2 r—r= 33 112-,--- 1'- ., /2 1 -53 1/2 { m I m I I MVAC PAC 10 1/2- ----- -- --- .. ..--------i I - _- -- --- --- -. _, :-- 413 I/2 -- �— , Q i IQ 3'--=� (S --------- ° 04 112 I E 7 -- --_ _ -- ---- 55, Tv-Uss YUT 0 U z > ( 2x4 FT541 wC 112' x 1 CY" 1/2" x `' wedges Detail � anchor bolts 32" ()C car Detail A bnit5 @ 32" OC - mud sill anchors 24" Detail c Detail D thickened Stab W/ 2" x 116' 0C washer 20" x 12" Monolithic (f1 Ca 12"x I C" footwep W/2 #5 — CC�N7 CV W/ 2 #5 CONT.. \ . / ;, 1 - #a REDAR — 1 #5 Rebar • FOUNDATION SLAE3 � CI 0— ��'2 Milo r� w ahearWraffa mifed at G"©.c. on edgea and o 12'o.c. on intermediate 5upportsw wetly did � ¢ N Common nails U ) LLE Ln =01T1TCL1-r rr (_D ---- --------- m...---_------_..... .._ -- - 57' r m ShrNrally nailed al31 o.c, an edges and 0Q m a o I '6 I/2 - ------.._._._..�___ __ ___. 14'10 --- —__ _-__-- f 2"o. an >ntermedfate 5UPPO&SW with 8d 227 112— - � common nails m 3'4 55 112- -- — - -- 16'10 -- - -- Gla55 Block_. G808 0 3050 N4230 I V,3612 H412301 LY3012 I 7r3630 1 r�- I:' -� 0 U BLB10473G CL'F1239 9L6030}� Sloped CeIIIng I;. � rCM � �I � �,. �I, _.. °� _ .��,s t'_=�1 ��'•t 51 aped CeI lang � � / ii; ' KITCHEN I;; GREAT ROOM / I Q .,_ ; I `\�- •I j �,` 14'3 x I O' I O 2 l ' 1 1 x l 3'4 // I ~ GARAGE , m N I' / I > d \ 19'2 x I O 10 1: PLATE HEIGHT - 7'-0" _ / I O 1.1.J \ _ 10' CEILING v , _❑ L�11 \,PLATE I-IFIGMT - T-0" PLANT SHELF OVER2868 o u Su I I - -- ---------------------------------------- - \ 5'4 1/ 2'2 1/2 ---- 14'1 1/2 --- LL _ ------------------------------------------- 3'4 �- 4'6 - T 212 _ 3' - _ 10' CEILING m - HALL 4b 8 - e 204 x 33 �a6a 42 - \\13' 0 - VAULT "`- = 1'7 _._..._ 3'.9 � \ -- ------- 286a _.. 1- 2668 \`\` - .. -- o i vJ i --m I \ C� I �l� I O' C ILING^ i� � \ r\ 0 __...__ O MASTER BDRM I f3 DROOM f-�`0 Ry CL SET m 15' 1 1 x 12') m Q w cz 10'8 x l ! 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