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Main Street 286 - 288 --BRICK VENEER rewT I'MR SOKE _ STRUCTURAL NOTES STUD 1/2"x 10'ANCHOR ears 0 3i o.c. MANUFACRJRER CONNECTOR STUD TABLE /2".2'.1/e•w.sHERs `� NAILING PATTERN i. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD—BEARING WALLS ALrEHNArE:USE 61MRSbN M0.5 OR LLrH I - THE LATEST APPROVED ADDITION OF THE SBC CODE. $EMcO FA-3 AT 24-o.e. CVT CUT LENGTH SHALL BE 44' z.a Pr SILL ON$LLLSFl+1 LCSGT" FOR 16' BEEP JOIST SIMP50N LTT20 10- 16d cOM CEILING No. 2-5 P F No. 2 SYP No, 1 SYP ./6D8,1 110 o 32' 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE 6x6,lox1O WWM OR -VSE EPDXY ANCHOR ONLY WITHIN NAILS HEIGHT 2X4 2X6 2X4 2x6 2X4 2X6 FlBERME5H REINFORCEMENT 6' OF EDGE CONCRETE. _- A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM 'r SIMPSON MTT28B 24- 16d COM NAILS OR 16- 3"x ,131" GUN NAILS. + E3 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24°oc. z NAILS 0 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR BRACED PER DETAIL 9 ft. 0 a EATER AND CARRIER OVER SEMCO MTS27B 24- 16d COM 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. (� 1, TREATED AHD COMPAC IED TILL ` NAILS _ mm 7-)4. ALL SHEARWALLS SHALL BE NAILED AT .3" oC- OR 6" oC- ]a ft. 12"oc. 24"oc. 12"oc, 24"ac. 16"0C. 24"oc. 3/'''CONT L[nM6�i" SIMPSON HUBA 3- 7/8" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE MN.Z9-lAP p CGRNER$ Pro�ld� nlnlroUn r -� w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED " end distance NAIL wH E - Ivd CDH — -- EDGES WITH 2x4 FLATWISE BLOCKINC, SHEARWALLS 11 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. z - IN EACH END LENGTH SHALL BE 15/32" CDX OR 7/16" 05B. (U-0-N,)=Sroly Cerarrla+ c TDP AND BOT TONT HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR Slpp5on Strur&TIe CS16 AT 32' DC. �' A TYPICAL MONOLITHIG FOOTING w/ BRICK VENEER �- ---- � ---•- -•••- ---- r- 12 ft. N/A -1 6"oc. N/A 16"oc. N/A 24"oc. 5/6"x8" WEDGE 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ W TPP 4/6" MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5EMBEDMENT 4 6 AT EACH END OF HEADER AND NAIL w/ 8- 10d TYPICAL 2-STORY BETWEEN FLOOR STRAPPING / - 1/2'. ,b'ANCHOR HOLM O 0x• _ COM NALS OR 10- 131"x 2 1 2" GUN NAILS. 13 ft. N/A 1?"oc. N/A 16"oc- N A 1 5"oc. / / a ,/2 x2"xvp WASHERS MTT288 ANCHOR WEDGE 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT ALrEHNAi[:USE SIMP5011 MAS OR _ 6. HEADER STUDS AND HEADER ('RIPPLES SHOULD BE T 2EM 4 FA-3 AT 24'R.c- c 14 ft. NIA 'I 2-"oc• N/A 12"oc• N/A 16"oc. W x, C BLL ON 32- 1/2"x7" WEDGE _ NAILED TOGETHER AT 5"oc. w/ 12d GUN NAILS ( .131 x /SE-Co`°"•32-a` 64, 10x10IM4OR LTT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH w /RgIRMOH REINCDRCEMENr NUT w/ 2" x 2" x 1/8" WASHER 1-- TPP4/6 CLIP AND NAIL WITH 8-- 10d COM NAILS 0 _ [HD8A N/A 3/4" THREADED ROD WITH MIN. 8" EMBEDMENT (U 0•N,) NOTE: THIS TABLE APPLIES TO STRUCTURES WITH V) e WEDGE ANCHORS SHALL BE "RAWLwS UD" OR "KWIK-BOLT" OR APPROVED EQUAL 7• ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO J BEAM w/ 1/2" THREADED T Q WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND MEAN ROOF 4MILvaaORBARRLROER ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "HIT" OR APPROVED ' �` ,:�'�•',;'` TREATED MIDVOMPACTEDFll1 0 ED EQUAL ZONE. HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND ZONE OF • W Z 1' 25'' NT SIMPSON PA 51 EMB, STRAP 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.O.N.) 100 MPH OR LESS. w v CbRNER5 MIN.2 2 STORY CONDITION,USE 31B'AcoNr- �_PERMACAST COLUMN GARAGE SLAB THICKENED EDGE 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL + - SPF STUD GRADE MAY BE USED ON 8' OR IL BEARING CAPACITY OF 2,000 psf, LESS CB NOMINAL PLA'T'E HEIGHTS ON SINGLE STORY AREAS OR STEMWALL 10. DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI THE SECOND FLOOR ON TWO STORY AREAS. STEMWALL F❑❑TING SECTION 1606 WITH WIND SPEED OF 100 MPH. BRICK VENEER WITII I"AIR SPACE AND WALL TIES AT 16"°c. VERT, AND AT 37•ec HORIZONTAL. NAILING SCHEDULE AmwaI16196 WITH CALV, FLASHING 5E AND WEEP HOLES. 1/2" THREADED COUPLING CONNECTION TYPICALNAIING ALTE'WTENAM I ALTERNATENAM.k4G2 W 2x�PT SILL w/SEMCO tPFffi AT 32"OC. 1/2.x 10"A.B.AT 32"0C. COLUMN BASE +' 2 2' x I/8"WASHER bdoldp kM 12.16doanxra 16-0.131'x3114' 1pM 20-Oil*Nan • a"CONC. SLAB 2500P,i w/ raabrgll]ps Wiro.a rot,mpd"ar,d Moo,In 4•as on A.h khmow r o FIBERMESH OR 6x9-10/10 WWM FOUN DAI ION Ndhdpwwlh3d0anm0a np»nlNdtNl,o.13rx21re• MW4rAllo.0D0'x2'pun Svl-eMprwrA b oaw.nwxrl« a T appy aii— nww 1/2" x 10" GALV. ANCHOR BOLT inf/pwww16dwriaaL V*%Wwitr0131'x2t2• ., •:;.r..':�� �}' b�L �paewrl.l+cnika._._ rwi ' xl CH TYPICAL "PERMACAST" COLUMN ro-aond04papw1116d raampdF*porrtlwh daamal-WX%wm ^ _____ aanmul.rinut"orpm 0.131'x212'amo61,INVor 0.0wxrdip,K wor CLEAN, TREATED, COMPACTED FILL 12"orTHS'Roof dwit4•o.a0*nakV mm*rrinkgun nak4• mvibirehp41givnep,4• 9fWft,100MPHZan1 wM4ofrad as npl .Mb4'ofoolpdpe o.a wilpPdnoorpdpp S 4' ad .. 6"cMu sreMwALL w/ lya veRncA r .' o.aanpp awIraab 41 ac,ono & tic Arb (}w►' 12'orThr PW fWdw1h6dmmol,MO tlg6pwwl1a131•x2112 rs: AT 48" OC. AND ALL CORNERS,w/ ,. __/44 BENT INT❑ _FOOTING AND sllppoll Wll0 MPH tarp "A or xw p1W4L nab � I 1• ..,''„ 12" cv HOOK , SLOB AND 6"HOOK NOTE: -- '4,'� THICKENED EDGE -�4.6doormgnbtrxwud 4-0.131 x11,17n*btnal W � " AT FOOTING. _ OPENING$ TO 6' WIDTH USF (I) • T" TPP4/6 TOP AND - '_ Sp HCPl11LRdb - .1d O O BOTTOM Sampo iPP4l6 �_ S•1od 0ornTxn 10.6d o0rnrgn 10-0131'x I tr•rob #4 VERT, -TYPICAL_- 13-16dodnnxxkft0l 13.0.1ezx2imni ki CQ OPENINGS 5' TO ^�4 ����.� �� p�R10n411r FOOTING w/ O$•s CONT, ( WIDTH use �- SpmpoHT8210 24-15dodm1Lp1 Z4•QitGC'x2lrrr,plp r"/1 N --- FOR TWO-STORY --, (2) TPP4/6 TOP � `J 1 1 #5 CONT, sbQponHlrx,16 16.10dxlVr 16.16d'mai�_ . USE 22"x 10"FTG. AND BOTTOM cl O w/ 3 ps's ctlryr. �� rPPa/a AT 3z"°.�. 8bpp�1H0A11 ����(� (TYPICAL) amxTnrl Twrx StrMPPNC(qrw) .TYPICAL STEMWALL w/ BRICK VENEER NOTES:ANCHOR DOLTS 02-- wrr9 MAY 6E LOCATED AT ENHER $IDE SYn pD NiT2B6 24-16d[tlI111rgr1 24.0,18j'x21fC 1pip r OF KING STUBS. PLATE MUST BE IIT mKim 32 i6d*mn p.ay CONT. BETWEEN -- 2,4 PT 511y w/ SEMCO BOLT AND KING TPP4 A! 37"OC. STUD r4 /z"x 10"A,B. 3OC. ANCHOR DOLTS PRE-ENGINEERED TRUSSES AT 24" w/ 2"x 2" x 1/68"WASHER MVST BE WITHIN 12"OF KING 7/16" STRUCTURAL ROOF SHEATHING N a"CONE, SLAB 2600061 w/ STUDS I FIBERMESH OR 6x8-10/10 WWM 10" Af1cHOR BOLTS ROOF SHINGLES OVER 15# FELT (/] • x Ai 32"°c. OR _ 'spyco ' T --- i�cAT 24" 2x4 OUTRIGGER C� 48"oc. — - U co 7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL BLOCKING REQUIRED BETWEEN OUTRIGGERS—SUPPORTS w/ 8d COM OR 8d RING SHANK. '--_ HURRICANE CLIP H-25 OR EQUAL 'r��• I ......- —.- SIMPSON A35 48"oc. w O -- a"CMU srEMwuL w/ 1pa VERTICAL ..a"".�..:.,, AT 45" OC. AND ALL CORNERS, w/ '•,��' 12"HOOK AT SLAB AND 6'HOOK HURRICANE ANCHOR AT EACH TRUSS !i' AT ToorlNc. 2x4 BARGE RAFTER CONT. ( SEE SCHEDULE ) �� 2x4 BLOCKING (9 SHEATHING JOINT SHINGLE STRIP PLO 20 x 1v"vDNG. TRUSS (2) 2x•(p 5YP DOUBLE TOP PLATE w/ FOR TW w/ 2d5's CONT. 4' FROM GABLE END t•-8,• FOR TWO-$TORY 3-16d COM c� EA. --- SEMCO TPP4/6 AT 32" OC.Njl�x, -"'� FASCIA use 3 N5•e CONT. BLOCK (TYP.) TYPICAL STEMWALL CORNISE DETAIL AS C -3-12d COM (TYP.) fir/ 2x4 SCAB CONT. 'FOP TO TOP CHORD OF GABLE END `TRUSS PER BUILDER'S SPECS BOTTOM DROP 3 1/2" 2x4 BLOCKING ® 24"oc. 2x_(, SPF #2 STUDS AT ,W" OC. CHORD C 8' FROM GABLE (SEE S'rUD TABLE FOR SIZES zz CONT. 2x4 SCAB FROM TOP TO - -�� —SHEARwALL AND SCACING AT VARIOUS HEIGHTS) 3- 12d NAILS TYPICAL AT BOTTOM CHORD Col X-BRACING 11, X-•BRACING VERTICAL IF ADDITIONAL IITION LTHx4 J48" _ 7/16" OSB SHEATHING NAILED AS NOTED 2x4 SCAB IF VERT, WEB IS VE FORM IF "G SHAPE. • -Ti ,.a CLEAN COMPACTED115cFILL TYPICAL INTERIOR SHEARWALL TO TRUSS COINNECTICN Pmro A,PPLjEp W/LLA/(, Olbl, A(r18S.5 STUQS NOT ) I is GONr. J / / 4" CONC. SLAB 2500 / PRESENT 2x_ PT SILL w SEMCO TPP4 6 AT 32" oC_ Y-- '�• psi w E TOE NAIL TRUSS TO DOUBLE FIBERMESH OR 6x6-10/t 0 WWM PLATE w/ 16d COM C� 8"oc. TYPICAL THICKENED EDGE FOOTING CONT. 2x4x8 � 1/2" x 10" A.B. AT 32" OC. #2 SYP z x a 5rugs o 16"°.c. / / e��� LATERAL BOTTOM CHORD OF GABLE NO. z Vr Bt. 5PF w 2 x 2 x 1 8' WASHER -^ w.:•+•.•;,,.!�: ---2 x a$runs o td"o.c. CVP STUDS roP AND BornoM r BRACE Q 48'OC. �, ��f END TRUSS CLIP IN , 2 yr Bt. SPF w/ SEMCO TPP4® 32- �` CLIP sruos TOP 0 BOTTOM 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING 9) 48"oc- --2— 2X4 TOP PLATE W/ SEMGO TPPM1 g 3Z"O.C. 1/2"x 7'WEDGE ANCHORS 0 32"ox. AT 48" OC. AND ALL CORNERS, w/ BETWEEN GABLE AND FIRST w d —1/2 x 7"WEDGE ANCHOR$ 4"CONCRETE SLAB w/ >• 2x4 X---BRACE © W-O' oC. a 0 32"o.r„ 6x6. IOx10 WWM OR 12" HOOK AT SLAB AND 6" HOOK / TRUSS. -- 2x4 STUDS @ 16"oc- r� FIBERMESH REINF, .// �j 4" CONCRETE SLAB./ ;,0•.' 10' 6x0. r0x10 WWM OR 8 MIL VAPOR BARRIER OVER AT FOOTING..—._.__ FIBERMESH REINF. TREATED &COMPACTED FILL I}, 20" x 10" coNc. SHEET: a ' FOOTING w/ 2#5', CONT. t 8 T MIL VAPOR BARRIER OVER �_(2) y V5 CONT. 2- STORY FOOTING rREAren COMPACTED FILL 1'-a" ALL MEMBERS SHALL B� SYP NOTE: FOR 2-STORY CONDIr10N -`r•(2) N W. CONT. USE I'-6"WIDTH w/ 3 ;p5•s CONT. 1'�ar NOTE: FOR Z-.STORY CONDITION YM 2o' X 10CONC. T USE 1'-13'WIDTH w/ 3 15's CONT. FOOTING w/ 3#5's CONT, CKTYPICAL INTERIOR BEARING FOOTING TypICAL EXTERIOR WALL SECTION ^ f TYPICAL CABLE END ( X-BRACING ) TYPICAL INTERIOR BEARING STEP FOOTING w r tj3 yvb u a c V) d F rn � fir. cry t� W w m o �- d tm 07,,-- ,, C 7 �1 " ME R,c d - "" t r / U 7 r � ¢ o N ui c �J C � U .n U- Ln � in l9 (�f1 v c'n O o tu r�_—�yf\~\ _•}�._--� ��l`r�Y�j-��Y;`_ � .•, �_�_,\'�:�•- K r�—C�� 'r ` � �_ c' Y.i -C }'• � �,� `•�_�• —C-��� ti� ` � �~��� � ``Y `, � T -."'\�Y.��- ,rte`� •'• '�C' �--� 2�--rf�.' `. �� ` �v�_r't�~`--�-__ 7_Z _���-�^-try /'�_� �Lr y Yom` '� ti _�`���r-C� -C��\\ r``'�'�--�' r�--�\ � '_��tel-"���- � `• "��~�� �\ --`~\����'\r~ ~�-� —< 'x~�T��7.` � _�y-� '\� -\ �`� � ti _ t:l_ _1 - ;f` �-�- -` � �} `� - ,��-�� ��,� '"�- ,`-� -� _-�' �\_-, �_��- •�<;' �-�ti- \� _-� � -`_�- --J_-ter ---:I _�_ - �'`.� - 1-- 1��1`I-L -�/ \y=� '� - •' K -` �'` -Y �' r } r �t �\ \ ` '\� \} �r [ y-C `}.\ `•ti j �'�'` Y� - Lu -K'l r � -• \ter Y ,r {L} � � � � - �� --- `T 1=-ClL�.I [~ - - T fit_ _ `\ � -•.- -_ _- - ~� _ - �--~ -- -- J.- -- (ll IDS LEFT 5 far A i 02AE3 _ U at Wf-5T ATLANTIC BEACH - N Atlantic Beach , f Iarida ti In C) D by , BInc . 7 � O m y O Ln 104 2`1 0 U N LC1 _ v �o I .__ I I I I I 2 -I"1 q C) I I I I 1 1 CO I I I i N 2 5 00 P5 I _ I , CONCRETE w/ Lu 1 I�IBE(�ME5t1 OVER COMPACTED, � o II -- -- __ —---=-=-- - -- -- -J TREATED 501L 6 MIL V15QUEEN I Q I C\j 1. o O i o — L Q p SLAB AREA R 145 1ft i o CD I 1 0 L 1 1 9 18 1/2 10 1/2 — 3'3 112 _..� t ------------------ -------- I I 1 I'' 313 112 1 m 1 I m I I I HVAC PAD O C -10 1/2----------- -- W--- I I --- -- - .-- ----- - ------_._ . - -- --- 4'3 1/2 - 1 I i CO 1 I I 3' I I ---J Q O }!� 16'4 112 ------ --- — 107 112 - — — 5'8 _._.._. - 16'4 -Muss C�AYa'r 0 v u � 2x4 >"'T VIII w/1/2" x 1()" " Detail E3 anchor bole 32" OC or I/� x '7 Wedt3c Detail A bolt* @ 321` 4)G �::.- mud 5M andhom 24'• Detail C Detail D Thickeried Slab51 w/ Z;X t/P" of � 20" x 12" Monolithic Ir / r • �' I #5 Rebar FOUNDATION t SLAB 5 � c\, Its 75 ah�arv�aNs �,E�t�at 6" a.c. �rrt P.dge�arld ,� ; in 12'oic, on mter`mc,�iiatc 5uffort5w 5rnth 8d � (m common ni;45 ' _ V 1TIl1T�C[S.[L"LLT.IIT_L1717��IIR[[1fIT=CCD --- � W 57 � � N - - - -- Shelarw -s nailed at '� o cic� and p li. .c. rt� � �� m L cv 19'6 1/2- w...__-- : - _----..._.. 1411 O_. .._ __n.--- �_. - -'- 12"o,c, on rrYcerm , to 5ulapari gvr wrth N o _ -- 2 2'7 I f2 _.._..- - corrrrr,on r+tl5 o - ---- -- I i'6 314 .. ----- .._ Glass Block-, 6808 3050 L Q I \ 'v/4230 VJ3G12 •WR123q f W3012CD HCiiO / w t f ' 'alop�d Ceiling / � TO J .� is 1• ( Sloped Ce-iling / •' i � I � "��.� � I KITCHEN GREAT ROOM i :a = IN ` I GARAGE I4'3 x Io'10 2I'I I x 13'4 CO was \ I ! T Lu IN 192x1010 / I > < PLATE HEIGhT- 7'-011-1 w I O' CEILING ; v I D PLATE HEIGHT- 7'-0" PLANT SHELF OVER f I/ -N-- I i-- I%>.f•.',.,..;,,I. p m 2868 o Lu 1/ -2'2 1/2' � 14'1 1/2 . j ------------- -- Io" CEILING3 a 4'6 2HALL. I -- '\ fib �uf / --.__. 204 x 33 868 4'2' �-..�_.\ 3' 0��VAULT 17 3 9 -- / 28E8 _� ... 2668 IO' C LING' � � cn I \ - ••----'._ ------i � � � O _! �.L.. --. . - --- -- - - ---- - / f aJ� d �I IL to MASTER BDRM o `j BEDR�QM ° I [CEr� Ry CL SET m j ! 5'I I x 12'I I o -1— -- O < z \ m I Lu 1018x11 '7 f 311x5 !'II 5x I ! I -j _ � t i w Circle Top t t� I \ f I I m N 2 I Window [3AT�1 BEDROOM512.3Z o 3068 s sz 2e�-22 N TREY CEILING \ I 'n +__.._.._ > w I vALJ LT 411 1 x 7'1 I u I I' l I x 10'1 ! 2 zz.3 �� i \ I o 1_ o I - -- �.•_.__ ._. _. . . _..... , .. ... �� �, MASTER ATH I I f �n20 I I._ t2 0 5'x 0 i I PORGI _ 3'1 1 x 47 / N - Sloped Celhng n I ------- ---------- �_ 3050 I --- _•_.____ c+] Iabove shower O m L — L— —w.. __I -- I - --I LIVING AREA f213 5qFt I FIRE WALL I J' 1/2 -- - 5'4 -- - -_. 4'3 112--- -.2'4 112- - 9'I 1 112- _— ,._ _ 5'8- --- __...__ 1614 rn m -4-1 All load bearing headers will be 2-2X6'S No.2 or Bt 5�2(U-0.N.) { f RST (LOOP PLAN 3l .5/ N CD O N � c fn c s O ° 0 O O j O -D U --- \ - GPI - i OUTLET AT 42" ��L- Garba e disosal outlet _ GREAT ROOM W KIT�,I ILIN m GARAGESWPf= 150 AMP SERVICE�— // - -•_. \l - > Q - - ---:.:- - - ----- ----- -- - ` ° Qc 1 HALL (5D� - - - - ---------------- Gel ----- - ------- •-------------- 1 1 , MASTER BDRM ( ENT `j CLOSET - BEDROOM BEDROC7M GFI DATh1 MASTER F3ATr1 'POOCH -�_ ... ---- --------- -------------------- ------ -------------- LIVING _ ---- W LIVING AREA 1 2 1 3 5cl ft 0 s U_ -t N U � � I, y at Yl Qo N 3 � a - L cc, ¢ o �...� 0) m 0N o o D UA CD - LLA _-��--rte__ - - TLIPz LLA CD [1=1 1=7 1 C 3 o m � f KONT T..... - T - = c. r-- r_:, aLu LY U U .3 m (J1 C� ❑ LEFT ELEVATION ELEVATIONS w i N Ln o Q N - - c � O � N lf) L u to to Cn S N (D U (k d- -1) U -- --r- � Z Q w m C\j r � O Lp T. O—Z -- - - fir.._ _�_ •-- - _ r- 71�—. . �__� - �. �.�w�_• - _ Jam. - _ - r�-�-- ••---� - _ - �_ _ W C=...._r._ - ___ I I I m 001 v FIGHT ELEVATION _- S i STRUCTURAL NOTES ~STUD TABLE BRICK VENEER MANUFACTURER CONNECTOR NAILING PATTERN 1. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS I•AIR SPACE THE LATEST APPROVED ADDITION OF THE SBC CODE. ,/r x +o:N+eHOR 6xrs w sr o.e. CEILING No. 2 SPF No. 2 SYP No. 1 SYP W/z"x 2 x 1/C'WASHERS vPLTERNAIE:V5E SIIAP5tlN M45 OR CUT LENGTH SHALL BE 44• SIMPSON LTT20 10- 16d COM 2. ALL LAPS IN TOP PLATE O1= BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 ALTER TE: E IM' ON L"TN FDR 16' DEEP JOIST NAILS z x.4 PT s1u ON 4 0c USE EPDXY nNtFDR urlLv WITH[ _ A MINIMUM OF 4'-0" AND NAILED WITH 12 16d COM /SEMCO tPP4 0 zz R.<. * 0 6• OF EDGE CONCRETE. NAILS OR 16- 3"X .131" GUN NAILS. 8 ft. 16 oc. 24'Oc. 16'oc. 24'oc. 16 Oc. 2h ac. 6.6,+0x10 WWM OR SIMPSON MTT28B 24- 16d COM RgERMESH RONFORCEMENT NAILS 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR g ft. 16"oc. 24"oc. 16"oc, 24"oc. 16"oc. Zh"vc. V " BRACED PER DETAIL, D SEMCO MTS27B 24- 16d COM NAILS 1 6"oc. 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. 10 ft. 12"Oc. 24"ac. 12"oc- 24"oc. 24"oc. 6 MIL vnPOR BARRIER OVER 6 MIL O AND COMPACTED Ru (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE t oa SIMPSON HDSA 3- 7/8" BOLTS Z • ED 8d CUM NAILS U.O.N. BLOCK ALL UNSUPPORTED 1 a� 4�T„ ( ) 16"oc. N A 16"vc. N/A 24 CIO. Q CONT. Provide MInIMu�, t• � EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 'I 1 ft. N/A / � -Mw.29"LAI'0 CORNERS end distance NAIL W/ u - t0d caMP SHALL BE 15/32" CDX OR 7/16" USB. ((J.0.N.) 24"oc. IN EACH END LENGTH HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 1z ft. N/A 16"oc. N/A t6"oc. N/A w •_ ( TOP AND BOTTOM ) SlnpSan Stra -Tle - x sTdH e_Tawow csl6 AT ae n$c. _ 5. STRAP HEADER S IUDS TO DOUBLE TOP PLATE, w/ 5/8"x8" WEDGE TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8-- 1pd 16"Oc. Q TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER MTS27B ANCHOR 5/8" THREADED ROD WITH MIN. 5" EMBEDMENT N/A 12"oc. N/A 16"oc• N/A A COM NALS OR 10- .131"x 2 1/2" GUN NAILS. 13 ft. �� TYPICAL 2-STORY BETWEEN FLOOR STRAPPING 3/4"x8" WEDGE N/A C MTT28B ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT 16"vc. vz•x Io•ANCHOR eOLrs o 0x"o.v. 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE 14 ft. N/A 12"oc. N/A 12"oc. gamma w/r„:"n,HO POUSWA5HES NAILED 'TOGETHER AT 6"oc. w/ 12d GUN NAILS ( .131 x ALTERNATE:USE sPAPSON MAS OR 1/2"x7" WEDGE 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH SEMCO FA-S AT z4"o.c- LTT20 ANCHOR 1/2" THREADED ROD WITH MIN. 5" EMBEDMENT L-• 2.4 Rr SILL ON SILL•5F& - 1- TPP4/6 CLIP AND NAIL WITH 8- 10d CUM NAILS w/5EMC0 TPR4 0 32"v.c. �•- ens, TPP4A'WM OR (U.0•N.) 6.6. 10. REINFORCEMENT NUT w/ 2" x 2" x 1/6" WASHER NOTE: THIS TABLE APPLIES TO STRUCTURES WITH HD8A N/A 3/4" THREADED ROD WITH MIN. 8" EMBEDMEN 7 ALL WINDOW AND DDDR COMPONENTS MUST BE DESIGNED TO MEAN ROOF WITHSTAND THE DESIG HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND Fa. " BEAM- w/ 1/2" THREADED WEDGE ANCHORS SHALL_ BE "RAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL N LOADS BASED ON A 100 MPH WIND EPDXY SYSTEM SHALL BE SIMPSON "EPDX'Y-TIE" OR HILTI "HIT" OR APPROVED EQUAL ZONE. ZONE OF ROD THRU CENTER 1 DO MPI i OR LESS. F •' 4 MIL"YMOR P?RRIER q/ER r' '''"•' TREATED AND COMPACTED FIµ �. ,� •.., ,�, „ �` SIMPS❑N PA 51 EMB. STRAP 8. ALL CONNECTORS ARE SEMCO OR EQUAL (U.O.N. d I1''"". :;:;:':'•,, zu.c«r9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL * --- SPF STUD GRADE MAY BE USED ON 8 OR •••' MIN.25•VAP a CORNERS LESS GARAGE SLAB THICKENED EDGE BEARING CAPACITY OF 2,000 psf. NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR '_4" • Z STORY CONDITION.USE __r_PERMACAST COLUMN 3 N s'.CONI', STEMWALL 10. DESIGN WIND LOADS ARE !BASED ON THE 1997 SBCCI THE SECOND FLOOR ON TWO STORY AREA S. TYPICAL MONOLITHIC FOOTING SECTION 1606 WITH WIND SPEED OF 100 MPH. STEMWALL FOOTING (EB NAILING SCHr•"DULE N,?aw6n698 W CONNECTION TYPICAL NAt.ING ALT WIATE NANO I ALTERNATE KUM 2 BRICK VENEER WITH I"AIR SPACE AND WALL TIES AT 16"00.VERT.AND AT 32"oc HORIZONTAL. 1/2" THREADED COUPLING +e-a131'x3114 ILk 20-+ZdiTYa'e WITH CALV, FLASHING AND WEEP HOLES. '�f t2-1Ed fprleTl_TI --2x6PT SILL w/5EMC0 TPFfiAr.32"OC. -COLUMN BASE into edp id ma o.G �_A«TedpMeRdlZao.1T 4•aaoaedpeeondBoGh hyieA,,d,,�,�oampk Blodelddh0.131'x21R' MMIdMd10.0A8'x2'pn 1/2-x 10"A.B.AT 32" Ix1p �Jr1nM w/ 2"x 2" z I/9"WASHER � _.0.«, �Y1 lT�•'• 3'(AG d1��111�1d o.0. 4^ V x 'SLAB/4"WASHER E FOUNDATION intoildw1had__um ft%idwinat3l'x2tT FIBERMESLI OR 6x6-TO/10 WWM • !• lax.eun �rrk(or mh Q'0.G«Idet�{AlbwMl84 8'0.0.an el TA�OE}x rFlh X0.0.anal elpp0M w11I1 1/2" x 10" GAL.V. ANCHOR BOLT =m,,dv4wk«xaew a131'x2VtW1o_P�rFpa o.00e�x2•dlgeuera t0 m nnhirowimmk4• exxir she*qunre6F+' ` •A 1R'«Tn�rma E)w+kPo.GedyernYTq � wl(Ah4'arad o-0. wIHTlearod '/r Jrvy, Y✓ _ ,-- 91y6tltq 100 MPHZ" wlh#o1Na cq TYPICAL "PERMACAST" COLUMN ssa�'.":-�`-:x:;:ii'•^ tau NN wb Bd c mnA MY Yro Aehdwihal3t•xz YC trr«7n8'Ro_I CLEAN, TREATED. COMPACTED FILL • • '•� ,.��; _ µ SAA* 11811PFtr0M ftk0rw"Awl* „•;_i'` 6"CMU STEMWALL w/ 1�4 VERTICAL /#4 BENT 7I�NT'T❑•1 F❑❑TING AND �4-6d6anrnaT,no-leerld /•oa31'xi trt"n+eln6uee q' "''•'i i:��'' AT 4B"OC. AND ALL CORNERS, w/ NOTE: � -..,! THICKENED EDGE O R �d � `r %'Y 'a, • 10•bloonM_a1 10-0.131'x111!rxie Y+ -�' _ OPENINC5 To 5' Sml_o TPP41t1 S-tOd_anrnal %• I 12^ HOOK AT SLAB AND 6 HOOK WIgTH VSE (I) 13-18d ODflxflalhaedl 13"8�18�%21IXn�N1 • ;�:x• ,o• !�. TPP4/6 TOP AND #4 VERT, -TYPICAL- Sala_MPG" r� N •,;�• AT FOOTING. 80TT0M elnallter V .L O N l y''• 3 e I 1_-� SenxuYiSZiO Z4-lddapmlm _ 30.a�x211gtnweTnh _ co O T 1 OPENINGS 5' rD r� 8i�a1HET 18 16-t0dx11 i ZO" • to" cork. 7' MOTH USE ` 1 #J CONT, y FOOTING W/ 2A9'9 CONT. (2) TPP4/6 TOP 8N e�a1H03A __ Eub•I,,•�.."T�• �. t18 F� _ FOR TWO-STORY T. AND 60TYOM - e �� �ward W TPP4/6 AT 32'•v.C. 1•-8 V5E 22"x10•' FTC. (TYPICAL) 1If812 W/ 3 ps's CONT. NOTE: � PLACEMENT OF SIMPSON PA51 EMB. STRAP YYalrx srrt+PPING(uN0)� in h(TT28B 24-16damnYm Z4.0,182x211Tr1Ye � � �1 NOTES: ANCHOR BOLTS 3Z-16d e11110Bp �- TYPICAL S7EMWALL w/ BRICK VENEER MAY BE LOCATED Sh4emHT122 w C AT EITHER SIDE NommiAlm OF KING STUDS, PLATE BUSY BE CONT, BETWEEN Nt BOLT AND KING 02 y STPD ~� 12x4 PT SILT„ w/ 5EMC0 TPP4 AT 32.OC. ANCHOR BOLTS O I MUST BE WITHIN PRE-ENGINEERED •TRUSSES AT 24" OC.- 1/2" x 10" A.B-AT 32" OC, 7/I 6" STRUCTURAL ROOF SHEATHING 12"OF KING *' CO w/ 2- x 2" x 1/8"WASHER $ DS -•-. U CO N 4'CONC. Stas 2500psi W/ 1/2"x 10" ROOF SHINGLES OVER 15# FELT - 2x4 OU TRIGGER C� 48"oC. .14 m 1-3 FIBERMESH OR 696-10/10 WWM ANCHOR BOLTS BLOCKING REQUIRED BETWEEN OUTRIGGERS HURIRICANE CLIP H- 25 OR EQUAL AT 32"O,C. OR ,A .3 AT 24•' o.C. (TYPICAL) 7/16" OS6 SHEATHING NAILED AT 6" OC. ON ALL `- W SUPPORTS w/ 8d COM OR 8d RING SHANK, SIMPSON A35 CLEAN. TREATED, COMPACTED FILL TYPICAL HEADER STRAPPING 2X4 BARGE RAFTER CONT- c0 "`�`�''.•� ''.J �•�'-< 5"CMV STEMWALL w/ 1#4 VERTICAL HURRICANE ANCHOR AT EACH TRUSS SHINGLE STRIP PT C AT 48" OC- AND ALL CORNERS, w/ L4 ',�• 12"HOOK AT SLAB AND 6"HOOK ( SEE SCHEDULE )_ ~� 1' i. 'ti �;• to- AT FHOOK 2x4 BLOCKING � SHEATHING JOINT 4' FROM GABLE END FASCIA rRuss 2 2x•6 SYP DOUBLE TOP PLATE w/ F0tlT1N0 w/ 2M5's CONT, SEMCO TPP4/6 AT 32" OC. b1A� TOP CHORD OF GABLE END TRUSS FOR TWO-STORY 3-16d CON/4 0 EA. 1•-8" USE 3 TWO-STORY corer. BLOCK (TYP.) CORNISE DETAIL AS 2x4 SCAB CONT. TOP TO DROP 3 1/2" :z4 PER BUILDER'S SPECS BOTTOM TO /G TYPICAL STEMWALL 3-12d CON4 ('TYP.) 2xb SPF #2 STUDS AT 7>16" OC. CHORD © 8' FROM GABLE CONT. 2x4 SCAB FROM TOP D ---2x4 BLOCKING ® 24"ac. BOTTOM CHORD Ccs X--BRACING (SEE STUD TABLE FOR SIZES 3- 12d NAILS TYPICAL AT (PROVIDE ADDITIONAL 2x4's @ /WIN I AND SCACING AT VARIOUS HEIGHTS) X--BRACING VERTICAL IF HIGHER THAN 48 -SHEARWALL 3? .) � 7/16" OSB SHEATHING NAILED AS NOTED 2x4 SCAB IF VERT. WEB IS TO FORM AN "L." SHAPE �,sN�LS 4PF°L1Eo w/ Nfr [yr�rs. AC .OSS STu,05 NOT TOE NAIL TRUSS TO DOUBLE CLEAN COBPACrED FILL --• 1 TYPICAL INTERIOR SHEARWALL TO 'TRUSS CONNECTION 4" CONC. SLAB 2500psi W/ PRESENT J PLATE w/ 1 Cd COM � 8'oc. 2x_ PT SILL w/ SEMCO TPP4/6 AT 32" OC MA• FIBERMESH OR 6x6-10/10 WWM CONT. 2x4x8' #2 SYP BOTTOM CHORD OF GABLE � 4 ps Corr.- END TRUSS TYPICAL THICKENEq EDGE FOOTING 1/2" x 10" A-B. AT 32" ac. _ LATERAL E w/ 2" x 2" x 1/8" WASHER ,:.:• '';R` " BRACE U 48'oc. Z 2 x 4 5100:5 0 16"o.c. ~� Na. 2 vA Bt., SPF CUP sru0s TOP AND BOTTOM ~~~`2-- 2x4 'T'OP PLATT 2C. 4 STUDS o 16"O.C. W/SEMCO TrPP4 0 32"o.e. 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING @ 48"OC. NO. 2 Or Bt. SPF BETWEEN GABLE AND FIRST _•cup sruos TOP AND 6DrroM 1/2^ n �-1wEDCE ANCHORS AT 48" OG. AND ALL CORNERS, w/ 2x4 X---BRACE C] 8'-0" or,. t ---- 2x4 STUDS © 16 oc• x� W/SEMCO TPP�i ® 3Z-a,<. q 32" O.C. • + •, TRUSS. a"CONCRETE SLAB w/ 12" HOOK AT SLAB AND 6" HOOK ,O- i/2- x 7"WEDGE ANCHORS 6x6, 10x10 WWM OR •'•9•' SHEET: 32,. 7" FIBERMESH IRESNF� AT FOOTING.- "CONCRETE SLAB ,,/ 6 MIL VABARRIER OVER Q x 10" GONG. 4: 10x10 WWM OR & `TREATED & 'COMPACTED FILL FIBERMESH REINF, FOOTING / 2#5's CONT. ai-. - -�� --- 2- STORY FOOTING -- ALL MEMBERS SHALL BE SYP -�_-_(2) 5•s CONY, 8 -6 MIL VAPOR BARRIER OVER 1•-4" NOTE: FOR 2-STORY CONOIDON 20' X 10" GONG- S - 1 TREATED &COMPACTED FILL --Y"-.� LIE L'-6-WIDTH w/ .5 .#5's CONT. __(2) N s s CONT. FOOTING w/ 3#5's CUNT. 1•-4 NOTE: FOR 2-STORY CONDITION Ix I TYPICAL GABLE ENS ( X"BRACING 055 I•-B" WIDTH w/ 3 15's CONT TYPICAL ExTER10R WALL SECTION C\VVI KTYPICAL INTERIOR BEARING FOOTING TYPICAL INTERIOR BEARING STEP FOOTING cam- rn N � a Ln O i N O U_ to N C9 —�_fir--' % /• L ��-!` `j--r-, i-�- LUQ OL LLJ zel CZ _- ~% L r'- _� / __� / _-! :---<-_ i'` JET_/-_.! r-L %`_-,-...�•' _- /-�._ -1� -� J`-J_i !_ L J L �- _ _� ,_-��;--1`.�-` _• i /' �T-- --� f- T;>__� �_c -1---�.~._- _ ;--���- _j_.~ _f-Tom- �'„�---� �--T ?-- '/--�/ ,�T_` J�� � -----_ i U - --� � _f- ' -/" �--• ,,r 7 �•_-- __l- --fir -�� f--,r--�- _ _ -- r`-� f_: i /' r % � /�• �`} i � _; _f-L_-�r- ;.�/ r-/"Jr_i;_ J-< J- _;.'�j�T f._/r%��%-T-! _�-� f� -� /%`-=�-�'~�`%r T� � f�--� �-� •f�� ;� _ j' �T- _! _ - f' ! 'µi _ f -- . /_ --L_ - / L� f--- /r- _ i' r�f /i _-/• '�• / - _� /--• _� -r_�" -- - / 'r !'� --�� � -�=-�` � _/ ,�`-i--=�_/--� � _l ,.-_�_- l i-1� T��~<r--�f"_l:-<�' � i-! -{�-•r-��ry ---C `i--� l i~--�_ � r--j / `� 1-- --� � � J-}--•'i - 7 _-G i -�~f`-`- �� � - � S� �--L f_-! _� `7-- _ - � r--•= / % -t �"-1 �/ T- c�- '-r__ --/_j` 1_�` - i' % i'- %' r-- �-- _ � CD - /` -_� - �._ � �_-r r__/ l�'�-=_' f--i_7.`.T�,-_ �J-- � r-- f'--- i" ��`�----- ��/� -r- � �-• -= �`-`- _��--/_L r '� _ �--.. f / l CD LLJ �'r_/ .� `7-1 C' �~l / `r �- r_T� f -f J ✓ r �- _-{ �- - _ _ --�_-J- __L .-_ _ : _•�~�-� / �- / r_� f'-L �- �__; _ : f-�_/-- r~. �-_._ -L _�.� �_f --- -_ � 1 I_ 1 �- Q O �I -- - -- __--- - -- _ _ I [ - --- - - - - - [ - -- _ ------- ---------- --------- -- JUL -- - - - -- 1)E 5 I DEN �, E for [31 02AB KIGHT 51DEd U at WE5 ATLANTIC BEACH N � a h floridaA-� IantiG Be G a s cn o 0 by : BInG . � UL �D rill �— c9 75- CO x N 57 I C C JW�2'1 17 I I I m co = I m l I I I W = I I I 2500 P51 CONCRETE w/ - i � cARAcE FLOOR I PIBERME5N OVER COMPACTED , TREATED 501L G MIL V15QU1-f-N p , N ---J--_ ,- m m I ILU j I O QD I cv I i r' 2'— O 0 m SLAB AREA j l N Q.- 145 145 1 ft I I I I I 67 I I I I i I I I o I• b I I I of I I 3 9 112---I � m m mI - - -- — -- -- ---- — _ _— -- —_ -- ---- - L_ Y I ❑ fo HVAC PAD RLN ...._. - -- 104 v Z 2x4 FT1541 wl I IP-" x 10" Detail 6 anchor lgofta 32" oC or Detail D � 1/ it x "7u Wedge . -'mud sill arrcho�' Detail C Thickened 5IA PL Detail A bq}.t5 @ 32" OCl. : Q -- w12" x 11$° _ ft 20' x 12' Monofithic / f6otingp W12 - #5 CONT. v ,r Thickened footing \_ / MUNDATION SLAB S��lqg �D All load bearing headers will be 2-2x6's No.Z ' or Bt SYR (U.O.N.) �-3hearwall5 naried at o.c. on eager and ai Q o -_.... ..... 57' - 12`o.c. on rrntcrmediate, 5upportsw imth 84 •-. _.__.--- --.__-_.___ _�__....— ----...-- ---•.._.._._--�.__..._._-- --.__..,-__.�.___� common nada - 22'4 ....--... _.. _---- --- -- �... - -- 14'8 wu.-- - - ..___— - - 20' - -- - ITT - U) 0 U j N 5hearwails nailed at 3"ox. on edges and 0 0 0 - — m __.r.... -._ 5 -___._._ 1 114 _.__.__ 12"o.c, on Intermediate wpport5w with ad o common naris o v i -Glass Block 3050 �" 680 \ W3.13o W3o 12, V.RI e30', W.3612 i 'N4230 I -_ ' ` 510 ed Ceilm i i ri �, \ p P"L6D'3o35 oRlz35j 6L U4735 �•F r f c n.-^ r y ——— —— --•– ' Sloped Ceilin ° I GREAT ROOM 21 ' 1 1 x 13' I ( GARAGE I ¢ cv i \ „ ; \ 192 x I 0 O --- -------- •--- --- ....-------------- --- --- -------- -------- -- -- -------------- _- --------- I 0 wl \ KITCHEN " --- ----- l a CEILING 14'3 E MEIGHT x I o' 10 :T� `� ! f I 1 , ' LLJ PLAT \ v 03 PLATE HEIGHT 00 PLANT T�hELF O - 20if) ) 14'S RV--•--•------------------------• I Q' CELING 8GB-—I--- 4'-- - 31 i m 3'4 -- -- _ 2 68 - -- ---� - - ----_ - NTRY�--- --� 4068 -- I / I Fl...---- 3'9�� 1'�- - vAULT �� `�� I m / 19 7 x 3 3 2808 2 M......_._.. _ - 2668 � - -"-- �-- - - •----- I 3'I 0 •� • 4'2 CL SET � i �_-... _�._..__.-- a I MASTER P DRM N - ------- --------- ------ ------ N � I O I m ` 15'11x12' 1 m %Optional Lavatory ^ - I BEDROOM U' TREY CEILING N I ! 0'8 x I I '7 O Z O j m% I I Circle Top/ I Q I¢ p[ F F Y 1� --•a Z W __....{-- 0 ; BC F2-032'' 61232 '•'6uR2<32 BEDROOM \ BATH window _ 11 , c i 2e �z-. 22 p 3068 q'I I x 7'I I VAULT i / I I I I I x 10' 11 Ali I - o / BATH T N I Cbz - -- - ------ - 5' x 9'3 w � I /=� - ---- -- - - - � o � 14Q2� I W � I I m / Sloped Ceiling \ 8' - 1 FOR I --- - ----- I --- __. 3'1 I x G'7 ' / I \ 3050 I / /o I > O 'Flat Ceiling at 8' O' - cv i �I-- -c�-8'-- 18• 21g - -- , I ' -- - LIVING AREA m 1 213 561 ft YII 2'G 112:-l-,- 2'G .. j a - _ 68- 2 8 4'3 112-- -- 5' 112 _ : ;.. ----- 1 114 I 551 4,3 .s� II cf') D D 4� s FIRST FLOOR PLAN 2� - Y`� mGtlrlt N i 3 N to oj 4-1 N N G s N C9 O m nJ imp a rah r_ GFI F^' O j GF OUTLET AT X42" I I - Garbage disposal outlet I ( GREAT ROOM {,} GARAGE j z Ia0 M 5E AMP ViCE R �• ��• Y� - -- __ GFI t KITCHEN F > Q C) CD _- _ 1 l- ------------- L-4 _ X50 _ _ �\ /L- - ' o O ENTRY QJ CLOSET r - L� o — I D— _` MASTER BDRM l --C� - {T} _ `� { {� _-- {�. ) BEDROOM j TCT BEDROOM ---:_._._. BATH 0._ r BATH - - - PORCH I- -------- ----- --- _-- - --------------- -, U LLJ J W v LIVING AREA _.. 12135clft 0 U > - C9 � N T 5= U w � (s) J U N 4 Q] C 73 In mho ) O > N ci i J. 1. I- �� _ F 1111 ►- - _ - - - I�---ill .L�---�• � - � m l _ - _.._. _... 0 0 v m f K0 I V T � -- -- -__..� _...---tom � --•• -__� -.- - - -.. _ �—r � .�_. � I._C 1. _- T---L r - - •• � —� C _.. L� a �-1 L.. .......... Ir--I--ZJ j--� Z� LI - - -- — --T�fT•_ -S r -_�.--� �.__. L -_ .L__ .... f _--1. _ W _ HE - - - _ IF _ I. --_�- --r_ _ ...� .- .�T _... ._. � ,-- •-..- .._ _ 1 rte.. _.�� �...L � -C.�r :LF- L � �noo LEFT ELEVATION ELEVATIONS C\j C\j 0 00 iL LLJ Ell ED QD El U F21 LU C) 0 REAR H-H T L "Moll, 11K RIGHT ELEVATION mcal C\