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Violet Street 1108 - 1110 I _... � v c � d (f1 Q ti] F- I I � uj E"^ Za � Q o � -4� L � U � a x.. CL Y C3 [C3 01 C3 a RE51DENCE for [3194A RIGHT 51DE I at WE5T TLANTI E � yrs ` t a Atlantic Behflorid CEIVED � bylp �r.�P��u ��D�ATtU+ry G�BEACH v u r BE5TCON , Inc . 6 1998 (ty Of Atlantic tltI �]d1n Zoning w ESQ M ' � cD I Cj V a � ¢ cv n u. p r -- - ----.._—.W..W.__._--.--__--__-- ._.......___.---- --- - _ — _..._....--- �------------------- ----------_�_ _ __ ----� �__ _ _ I _ 0 y r-._--___.___ .�_.__ _.-_T_._....__...._ -_------- I--F-_--._.....__ _ �-, _ _ _ _ _ _ _ _ _ _ _ _ _ � I I I m I I too X I I I I I I ' W = 2500 P51 CONCRETE W/ I I GAI�FSGI; FLoM fIBERME5H OVER COMPACTED TRZYED 501L G MIL V1UEN -_Wr--- -� I ". ----- J UA Q j 2 - SLAB AREA • i f 145 1ft I _ I iu I I �4' o I ` f I I fY i S9 1/2 f HVAC PAD I I ( I ` !! 4A) 16'4 112 16`4 I t2 55' i z i I� 7 112'x 7° Wcd 1 ga l b anchor bolt--5 32"OC o�- nil A i o&% @ 32"0 mod sit[ zinch 4° Detail C I Detail D Thf�.r�r� flab � 21 f 12ox IG" /V Thickened f tp CONT. � � � 1 - #5 RfB 2 - #5 CONT, := h #5 RAW I l • 1 Qom? FOUNDATION t 5LAB I to l r � 5hearwalt5 rtarfed a1 'mc. bn ed� m a o.c, on Ititarmed'ato 5Wportw cath 84 corrzrwr na►i5 '� m ® N U- to vN ShearwaI6 rratle,4 at 0,c. Qn edj 5 ; O " u� r cv ox. on rnterr wdiate fjupport�w lg1t�8d J2 � 80 22`4 — ----_---- _.._. _ __ 145 2Q, - I G'10- _ -- 5'F�— -34 1 I'4 I --- Glass Block f 3050 G5015uj Q F- �`"__ .. ` : ._ •\ w3612 I ...W4230....... .. i w3s3o w�olz _. Moped GeiGng WR123d �---. r -4i _ ,c I 3 U \ .. .. CO...-. 5laped Cellrng ST !' ".C?' TO CFil1�1'L. S twm t'Ai,--3 ISTRAPS ON I I w tD 9 I PLATE o I �� GREAT RU M HEIGHT !� - - _ ° RC1!E►sU I I 1 , i 2 I'! { x !3" - GAPAGE i �� T w w \PLATE HEIGHT 841 9'2 x I O'1 Q I ®� � �] , I II I II II I C1,PLANT SHELF OVER KITCHEN � w v �\ ► 'OILING 14'3x 10'10 i I 1 I c0 �] i 2'G - 28G8 l 45 -- — l't I ' S'4 1/2 - = i ---- --------- ---------------- - - _ r - __ - I O CEIL NG f' 1 ��-- - - ---- -_ - 22 4'G 34 7r __ - _- _ - _,__ ______ . __-�_ a� -I- 04 VAULT // 2668 28E8 3'10 4' 2 I z "' Cl SET — �I� -_ a l o MASTED BDRM ------ ----•----- --------- . ---- _I- I Q z I 1 V1 1 x 12'1 m I a I M m �s7 � JU BEDROOMT527_6 � w f O'S x 1 f'7 , N I tw- - TREY OILING a >� w abr.2aa2 e1232 `aolczaaaBEDROOM m / m xzz X2Z.3 x :. 30G8 4'1 1 x 7'l I VAULT I 1 1'1 1 x f0'1 1 I , BATH �r I to 5' x 9'3 _a >�o crl402 i .� ------•-------- .................. / Sloped Cei{mg---�--- 8' - ... •.......... _ _ � _.._.___ _ ► S= I /0 , �\ so5o I LIVING AREA � o v _ -T _ _ ___------- -- F- p ;",flat Cedrno at 8'-Ou --m^B' - --_ _ i'8 2'8- T _ 1 213 5a ft > x ¢ PT POST ON SIMPS 2'6 112 26 8r I'a GSI, ..AI rt��\U'=t1. 2'5 4 3 112 5 112 1 1 4 ci7 551 U s (iSY FLaC 'i..AIY111110;16 l lo�r�t1{101 0�-f f w N N J� m z " -° u in s ca cri I I I OUTLU AT 42' i Garbage dispaf5al outlet I I � GREAT ROOM GARAGE - I I w � 21'1 1 x 13`4 'p x lo'I ° I I 1513 AMP 5ERVICE K7 KITCHEN %% I z m Aq- LU ------------------------------------------- N - - _ 00 EF MAw TER f3DRM 15'1 1 x 12BEDROOM � 10'8 x gn GF. BEDROOM OATHQ _ L.751 J 4'11 x7'11 BATH 5' x 9`3 PORCH 3'1 1 x47 i LIVING AREALU 1213c} ft 0 � T o � s a �: a l!] 1 Fz � U I. ZMC3r3 m MEMC:31:3 U-1tu � FZ31:3 9:31IC) �II o Q I tIL Im fRONT 4,.�- o � o U_ LU Ju 030 Hill - b tQ I -aLLLLI I III I -- I _L_ I LLL I.. I I I -t-u -iLLL--- �L LEFT ELEVATION ...... ...... l _ _....... _ _ v� � a Ln co Q � U� co In c� O li in O v O Q �- m � I � W t lu Q a3 _ REAR y T_,T r=T s r_. r.._-:.ice =IF _r_ ... Ste- r _IF_ res _.r__ r'. �•- _ _ �—�. _ . ?_- c- - _ r zY.in �-=s= ��_ r��z s r 7 �r �_�s�_.L .�. _r 1-� � - - z r - _ ' ._rx r_' i zr-- z-z � � � rz�.r I � 1 � a 0 X_ 1_11111 JJ - - -- - - - H . S1 4-1 RIGHT ELEVATION I -J ods I I lD Wo c:f- sf eR+cx wazR --- ------------ RUCTURAL_NQTE5 - STUD TABLE MANUFACTURER CONNECTOR 1. WOOD FRAMING SHALL COMLY WITH SECTION 23 of STUD SPACING FOR EXTERIOR LOAD--BEARING WALLS 1/:'. 1v'ANCHOR•aLn s n'r.. END NAILING PATTERN /r.r.1/•'WA3lpq -- THE LATEST APPROVED ADDITION OF THE SBC CODE _ ALTERNAR'rs[Swo"MA3 aR L[naTR No SYP No. 1 SYP serve 1H S AT x4•aW. LEMM C FOR lG'LENGTH jour 44 CEILING No. 2 SPF 2 z.4 Pr alt oN susuL NAILS ALL LAPS IN TOP PLATE [,F BEARING WALLS SHALL BE HEIGHT ---Tx _ 2x� x4 .x 2x4 x ./s(31LO TPP4•,2•r.,. SIMPSON LTT2p NAI 16d COM 2 4.4,10.10 w OR USE EPtlxr ANCHOR ONLY 41iNIN - ,•.-__,.�, -„_,_f, _.�_..„- C n•uuraH Rr3NroRCTucKr 6• OF EDGE crs+ERETE A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d ,OM .000 NAILS OR 16- 3"x .131" GUN NAILS. 8 ft. 16"oc. 4"oc 16"x. 24"oc. 16"oc 24"oc. 0-- SIMPSON MTT286 24 16d COM r CLEAR NAILS r -- - --- ---- - -- 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR -�- ' owl SEMCO MrS278 24- 16d COM BRACED PER DETAIL. 9 ft. 16"oc. 24"oc 16"vc, 24"Oc. 16"oc. 24"oc •wL VAPOR MAIM TREATED"00 PACTEn D i NAIL5 - • - -- 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. • a 10 ft. 12"oc. ,4"oc. 12 oc. 24"oc. 16'oc 24'0c. 3)Y,cow Le�Kee1N SIMPSON HD8A 3- 7/8" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE I wrA 23•uP•COANUT4 Pro0de "k4^r^ 1' w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED -` •rd disto"cW _ �_�_ -_ Z TN n 10d cnN ___�_. _-�_ _- -__-_ EDGES WiTH 2x4 FLATWISE BLOCKING. SHEARWALLS 11 ft. N/A 16"0c N/A 16"oc. N/A 24"oc. TN EACH END LENGTH x Slow onf ,a, [ TDP AND BUTTON , HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR SHALL BE 15/32" CDX OR 7/16" OSB. (U.O.N.) - SdvOSen Ser' Tla CSIb AT 7Z' OC 1�"OC A TYPICAL MONoL1TH1C FOOTING w/ BRICK VENEER -- =. - ---__.�_ _ _._ - - 5 STRAP HEADER STUDS TO DOUBLE TOP PLATE w i2 ft. N/A N/A 16"oc. N/A 24"oc. 5/B"x8" WEDGE / W MT5278 ANcr+oR 5/8" THREADED ROD WITH MIN. 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 100 TYPICAL 2-STORY BETWEEN FLOOR STRAPPING COM NALS OR 10-- .131"', 2 1/2" GUN NAILS. 13 ft. NIA 12"oc N/A 16"oc. N/A 16'oc. Q 1/2•.1v A04NOR•oin a 32•a.• � 3/4"x8" WEDGE --- -------------- ./z•.z'. 1/••wAt1EAs MTT28B ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE / T �� /41[RN.IY.usz SWSON I`AS oR _ _ __ __ __ 1 4 ft. N, A 1 2"oc. N/A N/A 1 6"oc. SEUCO FA-3 AT 20.4. 12 OC. x•4°"'L ON 51U.Im 1/2"T7" WEDGE T NAILED TOGETHER AT 6"or. w/ 12d GUN NAILS ( 131 x _ ./StNC01PP403YWc. LTT20 ANCHOR 1/2" THREADED ROD WiTH MIN, 5" EMBEDMENT 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH �- ��" O 1- TPP4/6 CLIP AND NAIL WiTH 8- 10d COM NAILS NUT w/ 2" x 2" x 1/8" WASHER (U.0 N.) Li"' HDBA N/A 3/4" THREADED ROD WITH MIN. 8" EMBEDMENT NOTE: THIS TABLE APPLIES TO STRUCTURES WITH u) WEDGE ANCHORS SHALL BE "BAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO MEAN ROOF _j „ •,, �: BEAM- w/ 1/2" THREADED WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND Q R1Ift W99 a~_q OVERWERweCMP*CMFu ROD TWRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDX(-TIE OR HILTI HIT OR APPROVED EQUAL 20►yE- HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND ZONE OF Lrll z 1a'.Can. SIMPSON PA 51 EMB. STRAP 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U O.N.) 100 MPH OR LESS. wN.zx'UP•Cawrxa / F �i'�c�1POjvH PERMACAST COLUMN /i GARAGE SLAB TH[CKENED EDGE 9 FOUNDATION DESIGN 15 BASED ON MINIMUM SOIL + -- SPF STUD GRADE MAY BE USED ON 8' OR i BEARING CAPACITY OF 2,000 psf. LESS THTC FOOiiNG i �TEMWALL NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR C42LALNou 1 10. QE51G�JWINQ LOSS_ARE BASED ON THS 1997sect M ('T N i WITH WIN P F 1 P THE SECOND FLOOR CIN TWO STORY AREAS. STEMWALL FgL7TING BRICK VENEER WITH 1"NO SPACE ANO WALL TIES At 10'oc. VERT. AND AT • 3z cc HORIZONTAL. i / NAILING SCHEDULE I1•ulNdaY w WITH C1LV. rLASHING AND WEEP HOLES. 1/2" THREADED COUPLING f '� �' / CONNECTION TYPICALNALINO ALTERMATEMALMOI ALtERNATEMALMO2 W 2,4 PT SILL w/%WO TP04 AT 32.OC, COLUMN BASE J /� % - h6xE1• r0 liowmd 1 •0.131'* 114' n= 20-t2woy +/2 . t0 aB.AT s2 OC. A"agantdpo4a1dt70.0. reaa•dp•••rdt2'aah raom•dt••indA'aai1rlw r/ Y. 2'. 1/e'wASNER InfOW*a�66 Oman th•{ddwmal31'x91/Y hSrldRiAi0.170Y xYpet I RU SLAB 2sa0P/r/ FOUNDATION / 4 AY)• r •awtwrk lT � , HBERuesN OR a,e_10 lO wwu 1T htl•1*10Adom•alr4 hA•adwh0.131'Y21/! 112" x. 10" GALV. ANCHOR BOLT / ,�,iri1„k„ by tpe�r +wrir^a:�r--- A•QamM1 +111 raam WPPpb M1h 7asmAtolY rlh -- a, TYPICAL 'PERMACAST" COLUMN aoRwxn AVdwka•Ds %131'A Itowon*"w O.wx r ftK or 1 1 / vrw7twpd f •ivi.raa•dp n&j tni vb&*9wr*kP ffruw9 %nrrb.4' 10011PI1uA• .wr alleol• �� ^r w1N.,�.a _ to ..Ih CIFAN.TREATED, COUPA,CTED rE4 raa0n•dp••r,dr•Ah r"On N4Ir0ale N • e'CMU STEYWALL w/ 144 VERTICAL Vror711rRw ftiwdvlliadawlwagdq hkNnfi0.t31'Y21/r "``!'- AT 40'oC AND ALL CORNERS, w/ #4 rBENT TINTL1 FOOTING AND (101FNZ= ft*a•0•a"i isk 12'NOCK AT SLAB AND e^HOOK OPEN• 0 5• 'q. • THICKENED EDGE oPErur+as r 4•AdaxuRxlhtN••eid 4.0.131'xItMnokInI= .+•A'' 1i)• AT FOOTING, *OTH use(I) 8•Ino•HCN1d N •Ad Bro r�u T�AND Bal as M A•1 aomm omRoa 0.0.13 t t i/!'n•1i #4 VERT -TYPICAL- omm r .� 1��AA N xo'A 10"COHC. OPENINGS s to Av11••giP(1AA30 nwew Nd1•rxI ^+s r rw"W/ 2XV CONT. r WIDTi VU 3.104• 24•tAdcaOrAr 31.0 x 1MI1i• r/1 Gell --- FOP TWO-STORY --- [ I#5 CONT. x a• a YI1e• - V..11 © C� d' USE 22',10'M. ++++�• G 3 w/ 3 !s'R CONT. TTM4 a Ar 32"e.e. o NOTE (TYPK.4.) FiDtlA 7.1 3elxd5005-� x _.-_.- 111.1 +A W TYPIVL srwPP•+O(ura) PLACEMENT OF SIMPSON PA91 EMB. STRAP - ��� TYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS ^� MAY BE LOCATED NR20B 21•fAdapnilwl 31.0.1a)Z'121R'ir11 AT EITHER SIDE L- w OL K•ID SrCBE 11TT12 32.1Ad r"-'r-1 PLATE G Sr BE CONT. BETWEEN BOLT AND KING M �0,,{, 2.4 OT-%L r/SEIKO TP04 AT 32"OC. 5TUD -4 r/2", to AB.AT sx•oc. MUSTATBBE"T'wiixsw PRE-ENGINEERED TRUSSES AT 24" OC. 12'CI KING / 7/16" STRUCTURAL ROOF SHEATHING � N 4- Y, 2"• 1/e•WASHER �� f I 4'CONC. SUB -6-101 w/ FIBERMESH OR e.e-10/10 wwM 1/2•• 10' ANCHOR eoLrs ROOF SHINGLES OVER 15f� FELT ---� \ FA 3$'o.c OR 2x4 OUTRIGGER 048"oc. " LA-3 AT 24-o.c. ��.3i 00 (T ) 7/16" OSB SHEATHING NAILED AT 6" OC. ON ALL BLOCKING REQUIRED BETWEEN OUTRIGGERS, HURRICANE CLIP H-25 OR EQUAL � ! :" I TYPICAL HEADER STRAPPING SUPPORTS w/ Sd COM OR 8d RING SHANK. SIMPSON A35 �0 48"oc. Q '::`+E` CLEW. TREATED.COMPACTED FILL, v: :i.':F/:.: CMV STEYWALL w/ 144 VERTICAL 12 0'O. A AND a RS. HURRICANE ANCHOR AT EACH TRUSS 2_x4 BARGE RAFTER CONT. p AT 4�'OC.AND ALL CORNERS, w/ i HOCK ( SEE SCHEDULE ) (7 `• ~ t!w'titi AT rooNiC. +'- "'• "':•, - SHINGLE STRIP �. z0•, 1v"e(x+c. TRUSS 2x4 BLOCKING @ SHEATHING JOINT , / / room. w/245..CONT. (2) 2x_ SYP DOUBLE TOP PLATE w/ 4' FROM GABLE END T_ - FOR -STORY 3 lfid COM 0 EA. SEMCO TPP4/6 AT 32" OC, � j.FASCIA WE 3 AN$CONT. ) BLOCK (TYP. CORNISE DETAIL AS ' TOP CHORD OF GABLE END TRUSS h-`•i . � TYPIGtL srEMwALL 2x4 .SCAB CONT. TOP TO 3-12d COM' (TYP.) PER BUILDER'S SPECS BOTTOM DROP 3 112" _ 2x_ SPF #2 STUDS AT 16" OC. CHORD ® $' FROM GABLE 2x4 BLOCKING 0 24"oc. CONT. 2x4 SCAB FROM TOP TO (SEE STUD TABLE FOR SIZES 3- 12d NAILS TYPICAL AT BOTTOM CHORD 0 X-BRACING --» SHEARwALL AND SCALING AT VARIOUS HEIGHTS) X-BRACING (PROVIDE ADDITIONAL 2x4's VERTICAL IF HIGHER THAN 48", 7/16" OSS SHEATHING NAILED AS NOTED 2x4 SCAB IF VERT. WEB IS TO FORM AN "L" SHAPE.) n CLEAN CQNPACTE4 TYPICAL INTERIOR SHEARWALL TO TRVSS CONNECTION N O T 2x_ PT SILL w/ SEMCO TPP4/6 AT 32" 0 4" CONC, SLAB 2500psi w/ PRESENT TOE NAIL TRUSS TO DOUBLE FIBERMESH OR 6x6-10/10 WWM /PLATE W/ 16d COM 0 8"OC. TYPICAL THICKENED EDGE FOOTING 1/2" x 10" A.B. AT 32" OC. CONT. 2x4x8' #2 5YP p, 4 srua!o ta'4.C. LATERAL BOTTOM CHORD OF GABLE � H0 2 0.et SPr w/ 2" x 2" x 1/8" WASHER ti• rs r BRACE 0 48"oc. END TRUSS (" •gg R 4 STUDS 0 1a"ox. CLIP ST/DS TOP AND BOTTOM NR,2 oe BR SPF 'N/Uwx TPP4 4 32'ac. .. CLIP STUDS TDP Ara BUTTON 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING ® 4$"oc. 2- 2x4 TOP PLATE W/UNCO TPP4 0 32•*-c. rte"x Y bEACE' AT 48" OC. AND ALL CORNERS, w . v 3x ee, ,. / BETWEEN GABLE AND FIRST W 1 1/z'•T•OEDCE ANCHORS a Rpt W/ TRUSS. 2x4 X-BRACE ® $' 0" ac. - 2x4 STUDS 16"oc. e 72'as Axe tgx(D-'WWN.()R 12' HOOK AT SLAB AND 6" HOOK (+ -r CONCRETE SUB w/ FIBERMEYH REUY.' AT FOOTING. .• i4er 1 10.10 weu OR awl VAPOR WET+ rIgESl1 PEYaF. cD�ED Tal AWLr T`�"'E°� '4i zo" x 10" cor,c. SHEET: FOOTING w/ 2#5's CONT. 0 Nat VAPOR PARRIED Ow (7}'A vs CONT, __ _ I w TNVAT[D 0 COMPACTED F1L), 1'� FDR STORY CONIMN _ _^ 2- STORY FOOTING ALL MEMBERS SHALL BE SYP � 0) l ay 0XIT. V56 t'-4'V40TH ./3/5'4 CONT. 20" x 10" CONC. (' j h i-4' NOTe•-w 2-tITORY c$15's C: FOOTING w/ 3#5's CONT. 1 „! use rye wum+w/s 45•t exxrr. 4J 1]PIGU'IMERIOR BEARING FOOTING A A TYPICAL EXTERIOR WALL SECTION ^r TYPICAL CABLE ENO ( X-BRACING ) TYP) 'INTERIOR BEARING 51EP FOOTING Vf IC�6 ( ( L D o e, 76t Lai 00 C 0 cr 0 Lu to CD LU N -cs � C7 L or al 1 { mow tu Qm i � m f Q ❑ / 0 LU LU L3 i ----------------- 1 � 1 e � E51 DEN S for Jonathon A . bby at Lot 1 , BlochACH 194 Wf,5T ATLANTIC DE Atlantic beach , f lorida (0 T) DD 12y : Inc . Cil�1AfAT ANTIC 9EACH OpptG� OU1U1�1N(3 C. i -W v x0 Flo o ir .... .... .. . ... ..... ........ —K—ole--IF w 777--777- 57' — in 1:0 CU 0 f4 T _ N - ------I _ ____ __ _ ___ _ _______-___ ___ _ _ ___ _ _—__ s �- � 5ol, v Tl IG4 — 2'—k P-41 i azF a , U 17' i I I 4 ' ' 2500 P51 CONCRETE wlI � fI13E M 5H COVER COMPACTED ULU ------ ------ I TREATED 501 I I z �---=%---------------------- 2TI to SLAB AREA I I 1451 5q ft I I w i I I I I I I I I I SD9 I I I I �__-....___- .._._. ------ I �! 33 112 I' I I I I HVAC PAD Q mI I I i ---_- __.__._ -- _-..... --.._. - ____ -___-._ 4�- _ -_- --___� I --- _ _--- - .._. --------------- 10 1/2 1 C1 t� Imo— 4'3 112- - -� I I I I I J LL- 16'4 112 167 112 - 5`•?a- — 16' 4 55' �J w o I l o I 2x4 n s,it wl t!2"x t D" 112"x 7" Wed6je Detail 5 anchor bQtt5 32' QC or Detail A bQit 32'� mud 5,t1 anchom 24' Detail G Detail ❑ Thickened Stab � Wl 2'x I/&* j QC17 " { rv" ICtC7im5 W12 - r5 °4 • — Thickened footmo I CONT. i - #5 KEBAK- ^^ �-_�-! 4J, I' wE #5 CONT. 77 FOUNDATION. HAD /v� N I � � u) 9hearwall5 nasled at "o.c. on ecfgrel ¢ CNJ D 12'ox- on intermediate-5uppor-tcm with&I � � Cq common nails ® Q 1 __._.._._. ___ __ v N - 57 _ _... _- ------. 5hcarwaQ5 named at,3"ox- on edo and 0 m � p 124 ox. on intermediate 5uppoftsw kmth 8d r m 196 !!2 _ 14'Io 2217 112 _.��_ ___-_ common nark 1 14G '4 �._ 5'9 112 -- 1 G'10 — G1a55 blocker -_. -- - _._ -_----- _--._--- -. ------ G4508I B 3050 tu , ~ W4230 W3612 *?,1230 w3o12 W3630 5f p etll g I UZ / W I r m 6LB04736 6081236 01803036 a ed n / I V I I IZ\, 111 STRAP 1, "D:n TO cnIPPLES WITH C;i 1�0FI i i t2A1 6 S�I 1MPS QIP :.,. sloped Gerling EACH El"40. in / ?i I * mW; GREAT ROOM I � ,- \ PLATE HEIGHT-7'-0* / c.Y \ I 2 I 'I I x 13'4 I U?= \ I GARAGE 19'2 x IQ'1U — -- —---_..____.�' ----•-------._ --\ ---------- _ - I � � KITCHEN 14'3 x I O'I Q 10'CEILING PLANT 5HF-L1*OVER PLATE HEIGHT- / 0 lu ; ------------------T-O---------..._ .--- --- , 51 112-- 22 112- - f _ ____ 14'1 112 � _i --------_____ I I©'CEILING / 314 -4'6- 22 m (� �� �— \\ I —J---� --- ---_ HALL_---- .__---- _--- -----< I 4008 / 1 I m 20'4 x 3'3 r 121 -412 - _ 1 : 17�I�- -3'9—W �1 �, I i ----�-\3 o��I VAULT - \ / &G� GGS — I o f— --_- - _-- __._ -- T a `„ 1 a'c ILrNG� _ CL SET 7 m I \\ j I _, 5' xf'1 I I \ C) F �., MASTER I3DRM o t7 15'I t x 12'1 I o �_ Q ' I BEDROOM I \ I m t a : w I \ I \\ I I I ►L.. � Lu j I l OS x 1 17 � I I I lU I L. cv Circle Top u. I.. . . LL")- 3050 Window BATTI IB V!\©OIV1 e0F2432 61232 60R2ti32 I TIV { CEILING \\ � � flY W VAULT 4'1 1 x7'1 1 30681 1'i ? x r22. x22a.,, .zz I- 7,N 77777�rxPOF ASTER ATh102aI t4 51 x q 311 1 4'7 1 \ 1 — _._._.._...- ---------L _ ---------------- ---cn- _L— M`tsZ�6 � I nl � \ > Sloped Cer6nu�---------------- --------------- ti \ I M � —-/ v\ L� � �. Ce,11ng at 8'-b" � N �----'• --•- C9—— X LIQ POST ON 51.�PSOrV AE3lT-- - _-- i� above shower O -I� �` -_ _____ r U Pc r P; -' 01"�-r? Siff SON HS CO J A I HLkiUE I. 1 � \, l•:. \\\\ `-..._.-._ :\„ I �� �-Y _- -�__.._ _ 2'1 0513 112— I t t � Q 5 LIVING AREA I 0 2'10 2'G 1213 5cl ft 5,, if, 112 5'4 4'3 112 214 112 0111 112 518 — 16'4 ct7 Cn 1051111 C) V?0 N f PST 1=LOOS. PLAN m tu tu cv "r � m u ° u-> - U Qi FUS 0 1E ,,, COlu to 150 AMP SERVICE I OUTLET AT 42" � ~l �l I GE I I GREAT ROOM = I Garbage di5o5a1 outlet 21'1 t X 13'4 to I I GARAGES - I ( 19'2 x 10'IO �-� "r m w _- U d I I KITCHEN j OUUT AT 42' 14'3 x I O'I o D ............�:.... --------- HALL -------HALL so ry 20'4 x 3'3 - - o w ry _© U 47RcLar am ' 5' x 5'1 1_ C '� � ``f \ •' MABTffR BDRM BEDRC3aM 5a 191 1 x 1 2'1 ' /5\ \\ Q \ �OV I o'� 1 1'7 6// 5D x ENTRY' 11 x 5�1 1 1 :S I BATH BEDROOM � 4'11 x7"11 1 I'1 I x la'I i 11 rMA5TER DATA\ ' PORCkt 3'I 1 x 47 5'x 9`3 WP ........................... LU LU LU I _.............. ._'. 3! I LIVING AREA 1213 Salt _ Q � o v v� I [D�f lllD c o ei- -a (D c � c � 4A � u7 � w F cop 4O V , W � L C3L3C3 un r3C30 >- L3M13M za C3 . � E7� ° ° UI I' L LL w E=11 11 11 0 Z- z � o © I Lf-fT ELEVATION o� Q) _ ELEVATIONS r 4) v ti M a � upps tV � � M Y ci v cp ° 6 04 v QLU UJ u a w � a -1E � m I 0 LU REAR to I. I > ---------- non l RIGHT _ _ 1 777 77_7 w ---7-5 7 Mwllt —j", v, 7777477 Jc 7, I H U 6 T U F�Afy.44&F 0 _1? F 4 ANUFACTUREW' CONNECTOR �2 �7 NAILINO PArYER ib, T tryu lu �MOR 4,c 1 C�T L TH 31 kr&m, IN I!, Y, 'BE 4� "TH %C 'CODE. XR! 0 .0 -_611t` T I a V DECIP A13Y g YJ b 5 m� is, VUR MAJO, 4- zx+,�,_t"? W, 4". Iq lo— lad com,.", Z SPF�. w. �7­, 1 . I - L". , , ., ��CEIIL)tj r.- . .4T 4% 8E� ME vex, kic A A CA I' A�IL HALL 00 77 Do '24" VAN NAILS CILEAR' MTT28��" 44— 10%064 Ow T 'HAL,L,8E.�,BALIQ04 FRAM �MT Z4— 16d -4* Q;( v AND VW""*Trft S 52,70 N. -D NAJL§ j 4 ALL �4ARWALLS.��$HAL ILEG''AT 3 0C. OR 6, bc, 10 f OA D, ode 0 -1'4L EDGE MEDIATF,�`. 4 END 117 9-ci' INTER NA A' SIMPSON HO (A ED) k. "f zl� 7NAILt-(U`,O,Nj BLocK ALL UNSUPPO k S �aT OM �5d 4/ it,-411 f J'LATWISI� OLOCKING. SHEAPWA�LS J) ft.' N/A 16"Oc., N/A ES Ii'M EDO MR.END L WIA. 'SH4 Lt TOP 4"Dart BE OX PIR-7/16" !OS6_(U.O.N.) HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR' At 32' C. VENEER -A 5/3!0' WEDCE -5_STRAP HEAQE� *TUSJO DOU�LE TOP 'PLATE W,/ MT327B ANCHOR.......... T THFtADED ROD"'WIT14, MIN. EMBEDMENT PP4/6 AT EACH END'OF HEADER AND NAIL wl 8*v r r vor wwEn OD WI MTT28B ANCHOR 5/8"'THREADED R TH MIN', 7" EMBEDMENT �NA R 'I�sc-sm 6,- HEADER �TUOS AND H E CP.IPPLES SHOULD BE, 'N/A oc- 1/2'x7* WE06E NAILED TOO-ET14E' 14 4kj oc. w/ 12d, GUN NAILS,�TT20 ANCHOR 112" HREADED ROO WITH'MIN1, 5" EMBEDMENT .3") STA GGERED CLI I)NIT TO 'SHOE PLATE NTH 10d COM NAILS I TPP4/6 CLIP. AND NAIL WITI4 8 NUT w/ 2" x 2" x 1/a" VVA§HrR HD8A N/A 3/4", THREADED ROD 0 T14 MIKA, EMBEDMENT TH, 'NOTE: THIS TABLE APPLIES,:TO q'TRIJCTURE$`VI 7� ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED, rd 4" wxmv a.vut ..'�BE�M-�- w/ 1/2" THREADEO WEDGE., ANCHORS SRAL.L BE "RAWL�"�TUI)"'OR "KWIK—BOLT' 'OR APPROVED EQUAL MEAN ROOF WITHSTAND THE DESIGN LOAOS BA5ED ON A 100 MPH WIND O�Y tYSTE�! SHALL BE SIMPWN "EP T1 Mt.&DiD AhO COWA=Rj �ROD TRRIJ CENTER OXY—TIE" O� HIL "HIT" 'ED EOUAL ZONE HEIGHT LESS THAN 25' AND.'�00�TRLICi IN01 OR APPROV ZONE OF 'SIMP�LIN'PA'51 EMt,' STRAP W. 2A 100 MPH OR LESS. 8. ALL CONNECTOPSARE SEM.CO OR EQUAL. (O.O.N.) cwfno..u3K PERMACAST CO�UMN 0 GARAGE SLAB THfCK 9: FOUNDATION DESIGN 15 BASED ON MINIMUM SOIL �$PF STUD GR,�DE, MAY-� .8 R, BEARINQ CAPACIT'� Or 2,600 psf, LESS -ARE B 'OMI1 STEMWALL NAL P,4AT� HOGHTS ON, SINGLE' STORY,�A ,10; SBCCI SECTION, 0 1605; -ED THt �EC NP, FLOOR ON TWO STOR%�'%REAV;� CI--�PE STEMWALL- FOOTING. - ANQ WAU nES AT'26'0�,,�Mt,APV AT act HOMMOAL Aft NA 11%.4 4'07 ILL MAdO WP4.Alm� 1/2" THEADED COUPLING 32*OCI -1-7 7y 0 n doub t plate 41� ip ul ijnhef 4'CONC,'Sw 2wcp* r 4 FouwAlwi "namow.Oq 6.0-10/10 YtAw an or ring 91 it �2" x 10" 'GALV, ANCHOR�'OOLT TYP CAL 'PE MACAST- WAN.TR�AIW,WAM FILI,. tile.' 2� A 44-00 ma 04, 11 4, -.AND B E W I NT 12.HOOK*T.sw W 6*HOK THICK EN� Y AL—P,�C FOR mot�� 'FA$l STRAP P,4, A _.R -7 0 tMAIF 'r,"f 'Oil IN At"R PLAT9 WYST 09 5N 'lip �fRU A, �g_q��e RV Kp9 F L:7 2X4`,q RYOF_$H NQLES OVER ,15#7/16"-_,08 �O 4;'AN HOR' 131 A G-W '4�j U5 _'DLTAiL;AS .7 CkTTC 2x4 HO :T, :�A Do,A sT 7,orlufiv�., BRA CE'9'441 in W �A'*1 Who TPP4 V.j KING '2 vu ALL WR E 4 TKU -STU S QONC� Eu �x4 I;"SA kj.!TA;j i�gx- tFOOTIN 7,. 20', 'CONT. 2#5" 4T 0 TIRG 4�k ORY F00TINQ,.-,-- ALL Ak, SH,MEMBERS' Av �x CON CQNT. �GT W10W 3#5' OP LE-EN VN Wk %CAL EX '4'