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Violet Street 1128 - 1130 t Lf) ; o N Nr c � 2 LU N � —LL j - �_ ! �- E J, REIP R 0 I DENCE for E 94AB �- LE SIDE CITYAOF ATLANTIC E ID,9,-- BEACH � BUILDING Opp IC � at VVE5T ATLANTIC BEACH DSC 041998 Mc k- , N171 o Atlantic Beach , Florida AkPPRO ED ITY C BEACH by: DE5TCON , Inc . RECEIVED NOV � � a 3 ,�n 1998 Clty.Of AtlAntl D� a� Lr ,�_ ^ . OW CM CM Co 2500 P,51 CONCRETE wl FIBERME5H OVER COMPACTED, TREATED 501L G MIL V15QUEEN 67) SILAB AREA Q 4k 1451 ft 1 1 9 15 11-2 3'3 112 10112 I �') HVAC PADT Cq LL I G14 112 1 G'71/2 V6 I C4 2x4 PT 5fll wl 112' x 10- Detail 13 2w 1/511 washers T-T-- footincp w12 - #5 Thicker�--d footing CONT. #5 FZE13AR 4.1 FOUNDATION HAD \' Jul %I f ps 7E 5hrarwalll5 nailed at G, O.C. on edr�es and '° > 4 12"ox, on mtermedhate 5up?ort5w with 8d 04 common r105 w WI SWI _ _.�_.�..._�_��.T�._----- _•--__—_----_.-.���--- ���_��. - 57'-._._. __ � � _ _-- __.�_- - � 5hearwafl5 nailed at 3"a.c. on edc�.� and �O 120 ox. or' mterrnedt0te WrOrt.5w with L3227 112 commn "05 19'6 1/2 --,---- ._ 3'4-- 59 1/2 - 16 10 — G1a55 IOC - - 3050 t I \ ..;. ,•.�-�-�-::<�--,��--;- .:-� - _ :,..`...`` .., ;�.. •...• ...:...;,,`` I I to \ \ w42ao w3s12 wrtiz3o w3o12 w3s30 / I U I � _ 9laped Celhng // I L-- - UW4736 BDit1236 .. 810303036 TO C RIPPLe a V�1VIA g� I C I. .''. `�fyo.Ps ON 5loped Ceihn9 \ I ( ,z ) `j GREAT ROOM / rias I I \ I G,�:lL. 2I 'I I x 13'x} �/ ' i - � m � iy�' �3 - �^ I ` ► GARAGE _ L`-_-_-------- �' --- --••-- -__ _____ -- � _ L ._ f, •' I I r\ 1Lu 9'2 x 40'10 / m i \ KITC.HFN / I I. I -� PLATES Ali xHT -O"IV It'll _ I O' CEILING / I -Va I \PtE LATE HEIGHT - 7-O° PLANT 5HELF UVEB / I -I - Q (25G45 "_54 1/ - 212 1/2, ---t 14'1 112------------- - -J I _ / �^j \ 4'6 r 22 3' I o'CEILING I I m cli 314 '.� w .._I___--� _.._.—__—____—_HAIL_---•----------= = _— — — -< I I I {� 3'3 � • � 868 � `� � I' / I 20 4 x \ b. 2 \�c 1 / _ 2668 N \\ \ _ - _-----.- I m (f� q'2 ��- 3 Q/ -�VAULT t J\ / 2868 _.. -� m 1 -----•-- � ------ i :I I r` I � I IO' C ILING _ ------__ _- - ------ -- I N �, I MA5TER BDRM I 0 1 a j EP� RY ��. 5ET m l 4 5'4 I x 2'4 I o I I r Lu Q' I BEDROOM I 3'1 1 1 x 5'1 I Optional L vatory\ 5' x 1 I - I \ II I 10'5 x 1 17 I I \ I 0 I Circle Top I I m BEDROOM 482 8123P/ 5OR2432 �I TREY CEILING \\ I 0 I - tl� t!_► I h Window BATH I - B I I VAULT 4'1 1 x 7'I I 3OG8 I I'1 I x 10'I l z� .zz-3 x22 I j I o MASTED ATH I \ I I - �► 5'x9 - 1� �0201fn1�5z7B , , I ko PORCH j/ 5loped Ceiling �4 I 3'1 1 x 4'7 _- ... _ ..L. .,`:..•. <..::• ..`..:<,::.;•:,:.``` .. .. --r I I' 4- X __. fpr POST ON SI,.IPS 3050 7-- / - I �0\ calAngatB'-O" -: — �9----••-----.�—._-- �— -w-- 0 m � above shower ; � I _ ; •T � � Gli f� iIL,%Urirt. I J-� I'I I ►/ 8,3 1/2. 2'1 - - �___;__.___> LIVING AREA i I 1 213 sq ft See Sheet S•1 supplied by I'll 1/2 I 2'9 112- 2'6 1/2` r- _ _ Jeffrey Hulstmerg, RE Or a7 j U I �_..�__ 5'4 --�-- 4'3 I/2 2'4 I/2�-� -- 9'I ! I/2•._._ --mak-• - 5'B 16'4' � I cI� d � , ,, j2 __ SII st ctural details and gates. I s G. Y f LOOK PLAN Iz1a w q i � c M v, u rn ami .. U Coil qb crr ( da I ' OUTLET AT 42" I I I _. I I I C,arbaye disosa! outfe GREAT ROOM I { W GARAGE � f 5o Ar�n� �►�vfcE-� - � U I r. KITCHENor Yz R- , , (x HALL i --------------- MASTER BDRM so BEDROOM IENTRY� 5n CLOSET C cy z BATH i BEDROOM crr.. C/ \�\� IfCL /J04 C T � MASTER BATH CL PORCH I i f, ---------------------- - ' ....-- . ....------- I �3 Lu f LIVING AREA ^ i 12 J 3 5c} ft , U) 0 c] w c� w � - - ' Fl:]- lhyjyy� O U C-) i 0 ED i f RO N T I T T - - J— L. 1. �.'�C S ! t �z-�•-•- c� 11 r L— _ 1 - - -- LU ` -r � r _ s - _ - - L - ! wr - - -- - - d z I � f LEfT ELEVATION I � , ELEVA` ION5 � fCD y � Lo _ - O — - j —= is r - �_ Q i f ° pU-3 REAR -n --j _ TTF Em I 4-- ��- �naa RIGHT ELEVATION 1 -=7 N �7,--r A �vf 4", Y 2, A. 5TRIJQ11jRAL N QM VD, TABLff" MANUFACTI)RER CONNECTOR NAJUNG PATTERN To;�§#QR OULT3 0 n 4 1-WOOD'FRAMING SHALL COMLY N TH SECTION 23 OF STUD SPACING ;FOR �XTE"R[O.W'LOA' D.-BEAR,IN(3,,4'W,�LL,5 THE LATEST APPROVED ADDITION OF THE .58C CODE, ONo. 2 '5PF VA-1 Ar 24- q. CUT CUT LEKIH SHALL. K 44 4 Iff.SLL M SUV-04 LCM14 VCR 16, DEEP X13T 2 SYP SIMPSON LTT20 10- 16d COM '2x4,, 2xT-7'� ,2i6 K I 2Xq I2. ALL LAF�S eIN TOP ;PLATE OF BEARING WALLS SI-fALL'BE HEIGHT '2x NAILS I . .......... use EPDXY ANCHOA OP1.11 ldl7wrm 6'.OF EVE CONCkEYE, A. MINIMUM QF 4'-0" AND NAILED WITH,12- 16d COW NAILS �00'16- 3"x .131" GUN NAILS. aI 6.'�Oq. - 24 1 NAILS SIMPS ON MT T25B 24- l6d COM -77777-77777-7 . ALL GABLE 'ENDS %IALL BE BALLOON FRAMED OR MT527B 24 i6d com BRACED PER DETAIL. ft. �4"oc.l 6c:, 2 SEMCO NAILS TWATO AN)CCWXTW M 4, ALL SHEARWALL SHALL BE NAILED AT 3" OR 6" 2"oc- 24"oc.- 12"dc 24"OC, 16'0c. 24"oC. CN9 -TED) ON ALL EDGES AND SIMPSON H08A .3- 716" BOLTS (AS No 12" oc. INTERMEDIATE, 17 V) w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED Z.? A/A 16"OCz HAIL it 10d C1 EDGES WITH 2x4 FLATWISE BLOCKING, SHEARWALLS I I f t. IN NIA 16 0C., LIN CACH END LENCIT 0 TOP ANO-20ttOM SHALL BE 15/32" CDX OR 7/16" 058. (U.O.N.) HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR C316 AT 321 CC. TING,W/ SRICK VENEER '5/8'xS' WEDGE 5, STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ 12 ft. 1A N/A 16 1 NA MT527B ANCHOR 5/5" THREADED ROD WITH MIN. 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAIL w ' rtPICAL 2-STOR PINC N/A 'COM NALS OR 10- .1,31"x 2 1/2" GUN NAILS, 13 ftL N/A '12"m N/P� 16"044, -,iv mtmm eikrs-Ts$2, c, 3/4'YS' WEDGE 2,-I',*'INC WNTHM, MTT288 ANCHOR 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT WIDOWL V5C SUMN VAl 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE 14 ft. N/A IA'r N/A UNCO FA-3 At Z4'4- 4 Pr stl an U4-vx NAILED TOGETHER Ar;Voc, w/ 12d GUN NAILS 131 x L SEWO TINT 9 42" LTT20 ANCHOR 112" THREADED ROD ik� .1 41 WITH MIN. 5" EMBEDMENT 3.") STAGGERED. CLII�� UNIT TO SHOE PLATE NTH 0 TPP4/6 CLIP AND NAIL WITH 8- )Od COM NAILS LL NUT w/ 2" 2" 1/8" WASHER (U.O1NL) N/A 3/4" THREADED ROD WI TH MIN. 8" EMBEDMENT] NOTE: THIS TABLE APPLIES TO STRUCTURES WITH 7. ALL WINDOW AND DOOR COMPQNENTS MUST BE DESIGNED TO TU --BOLT" OR A --BEAM- W/ )/2" THREADED ' ALL BE "R. AWL--5 D" OR "KWIK WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH WIND 4 ML VAPOR Smiloot ovot 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 sS[MPSON PA 51 FMI3, STRAP 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U-0-N..) 100 MPH OR LESS. WK 2*'LAP 01 i�OMITIS r 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL ,SPF STUD GRADE MAY BE USED ON, 8' OR 7 COLUMN BEARINC CAPACITY OF 2,000 psf. LESS J 5'4�0141`. ----PERMACAST �rfpiqA�L m61NoLlTHIC "01111,140 AfREA5, R :3TEMWALL 10, DESIGN WIND LOADS ARE BASED ON THE S6CC1 SECTION NOMINAL PLATE HEIGHTS ON �SINGLE%STOR THE SECOND, STORY 'AREAS, 1.605 WIT WIND SPEED OF 100 MPH. STEMW $PICK VENUR AIR!$PACE 16'oc.VL'RT.A110 At ANO WALL TIES AT �TITHI CJ4V.FLASHINQ WEIR HOLE7. 1/2" THREADED COUPLING NAILING'FT�ILL./SVkO.'TPP�AT 32*W. SCHEDULE , tQ*,X0,AT.3Z co A 'A TERNATE NA COLUMN BASE fy0ilb L NAILIN L ILIkill NAILING 2:' NNECTION G ILL �sp in double plate 12-I Ild common a3 1 20.oii�i. dgeo,and 12".is�La.,In I hi field 41 CONC SLAB 250004i �-FOUNDAIION 6� eidgim'sold i2-O,q do Me I d a.;O�e�on''a' v-*.�.in adiii and I'�iiTi 14 FIDEPUkS OR 6.6-10/10 W^4 SW Shearwall box,,act"shank air ring shank th 0 p I"it 2 1 r gun'nots n3*a 0.on edges end Irmi,lit 61 held Wall ad 'o.o.on edges arid IT' a',In the field /2" x 10" (3ALV ANCHOR BOLT' 4 SW(3)-Shearwall box, screw shank at ring shank with 0.131'x 2 Yr gun nails' Screw iii Amitillar I TYPICAL 'PERMACAST'* COLUMN ...r 6.6.on'5 s wl 0 MMOn,f no 4r $MOO A nit otin,i fin hank gun nails. III"or'7116"Root shank at screw shank,47 o.c.edge nailing wit4 nails,4"a.a.edge nailing within 4'of loot 4 od�!�Usfllnq�wiihln�4'of roof 4'of edge of riiof Sheathing,IOQ MPli Zone r, ., , . ,CLEAN, TREATED.COMPACTED FILL 4�o*on ad a.c.In thit-Its.I with Ild j-a: odqo�and 6-1 mo,In I *FI or Lo hank or screw shank with 0.13 V CMU$TEWAkU. Sheathing.110 MPFI Zone ring 2 till VCTUICA1, a 2 112 nil gun Is Ip 4.9d,comrnon n truss 4-0,131"x 1. littruss and Pat* AT 4a'OCI AND ALL COR�EM /#4 BENT INTE111700TING AND Simica IfCPLLILn I d I n, ate. 1400K AT AND 6 HOOK OPEN 5 101 4 THIC 9 n OMN USE 11) semoo ri;­TpqA83 lild common oil It i� i3- K2J Inembee, 7PP Top"0 4 semeg MIS21B 24.1 fd�ornmon 24. 11112"'ir 2) #4 VERT. -TYPICAL- qoNr, , ,L, Lr) Simps "C1116- iO,d comrn�rk oichid. Oil eac I un nail Opzi%K� jo FOO TING-�P 215�3 CONT. 7' WtOTH uSC 4 t14. Coln Simpson HETAL,lit 15-111 c. Pjy 116jS C) , (2)TPP4/6 TOP 15 r.104 it 1 117' FOR #5 CEINT, 14 7 (d.FT* Epoxied 22%IQ'FT(; 04 rl.T T 8"b AT-',Z'Q,c 'I 11baA thru 3 stuiji(m nj # TTPIFAL 5TRAPPING(VNO MPSON PA51 EMS ST P NOTES: 7 Wpic&s- si'm' 'iA-r-r2so 24 1 so comm, r 2 t1r imlihi ��NT OF 51 DOLTS IT LOCATED or WN11. �v -'1AT Ciro C"SIDE Simpson 1IT722 PLAI�UUST E 9QLT AND XM N I, kwir 0 "THIN TO �R&-�ENGINEERED TRUSSES AT 24" OC. -z x'j 8 WASHER 'ROOF SF�EATHINP�. 12'OF 14K C) 7/16" STRUCTURAL Im 4, tiAD 2�00 I InKAMESKL OR WW� AnCHM SOILM R9OF SHINGLES OVER 15# FELT 2X4 01 TRIGGER 0 48"OC. L AT 32'0-�.OR FA-4 AT 24'q.c G'7116" OSS SHEATHING RAILED AT 6". OC.-ON ALL BLOCKIN YEqU,IRED BETYV EQ,�i'00R'16 FIL� SVPFO RTS vil.,3d COM OR 8d K 1 0 R rypI(*L-.HE�ViR ST�APPING RING si. SIMPSON A35 CC NT AND COR� B HURRICANE ANCHOR,AT SCA.�. �/8 1-0 RAF Ij A�D 4' '�A 'SEE SCHEDULE SHINC`�E`,STRU -2x4 6 GKI LQ N JOINT -TRUSS 'SYP' DOUBL� TOP PLATE l., SLE-END FQq TWC)4��fln` 11 S. 0 ET GA LL TOP''CHORD`,'OF "NO"TRUS5 WE�3 60 d 8 L It-; P4/6..AT 52' ..9C B N CORNISE D�TA AS' ),4 SCAB TOP TO ICA Ty BUILDER,� POTTQM�: . CHORD': 0 8 FROM 2i SPF #2. STUDS GABLE 2x4 3 NAI�S TYPICAL AT STUD TABLE ,If TO BQTjOh -fSIZE QLOCKINQ 0 �4 4 clad A'�D'SCACI X--BRACINO sHwwALL N AT ---------------- TIC' tH�R,,, -ER rYPICAL INTEPIOR SHEARWALL IOJRV�S NOT- �A SCAB'IF I NAILED:ASNOTED ER V:WE'8 S 74' CONCv-SLAE3 2!>oop�i 12x M66"1PP4/5 AT k-oc___, w 'PRESENT PT SILL,'W/ SE -wyvm FIKRmESR OR 6x6-Tv lug LATE" 6d�,CQP4`--0,8 t9d, �X40 S Yp QONT; E FrIl #2 0" A-13� 'AT 32" PC- BOTTOMIL,,CHORD, OF'.GAB L E� No. 2 or 8L 3PF 4 Sivos i 0,9 w/"2"')c x 1/8" WASHER END R S$ BRACE 0.48"oc. U TODCUP STUDS $TV0j, .10 ox, 2 or SL SPF, W/ SEUCQ TPP4 0 32�4a.*. 8" CMU A/' 1#4 VERTICAL 2 2x4'.-TQF,-.PLATE'�--­ TVO5 TOP AND TTOf4 2 x BLOCKING 0 8"oc ,'Cup s U -t/z* 7,*U)Gc muon W/SO=tPP4 0 3g,., CABLE AND FIRST %-STUD :2�4- BETWEEN 8* 0.12'0Q. AT 48" 6C. AND ALL CORNERS, wl 2X4 X TRUSS. S WCOGE ANCHORS 12 H06K AT SLAB AND 6" HOOK 0.10 wwm OR 0 M11 VAPOR BARRIER OVEK, AT FOOTING. SHE�J INO. TO.IQ WWIA OR IArATED S,COUPACMD FU 20" 10" CONC, v FOOTING ql 2#5's IL VIKR BAFMIER OYEA -�k tquPN� MEATED TED 9CL 2- STORY.FOOTING SHALL BF- SIYR-, 4 ALL MEMBERS NOM-FQR 2-31011t CONDIM4 7: CONT 20" x 10" CONC. NOTE'.FOR kW USE' FOOTING w/ 3#5's CONT % "P &T ICA ,�LIITERIOII IIIEARINI�, 17110�11,11 �J)TIPICAL Q1111 Bwkkp.�,7 OT, ER U 7 ----------- 7 ,� I i N y" vp -�,-- Imo► , U co U LUIL- C3 I � RE51DENCE for D I 94AE3 RIGHT 51DE I, at WEST ATLANTIC DEA = 0, z CH0 L4 i w Atlantic Beach , Florida ' R V E CITY OF ATLANTIC BEACH r # BESITCON , I ncr BUILDING OFFICE � md]i `1 NON 1998 EC 0 4 1998 GO Of AtlAntic Beach 4 101, 07 57— < 0 I I I I i I ftri r a' - U �� ———————-- ——————————————————— Ll '90 1'4-t-2'1 1/2-- 17' C\1 I I II ; m� 2500 P,91 CONCRETE wl GARAGE FLOOR I=IBEWESiH OVf K COMPACTED, I I � I ; � �, , J -N TREATED 501L G MIL V15QUEff D �0 C) C\j C\j lu b I ► \ 2'— I o 0 4-a u 5LA'5 AREA 1451 5cl ft CL II II i 10' GH S 9 G. 112- z 0 1 II II 1 ;r 10, GIL r—— Z :!s C) HVAC PAD LL- -Q- MVAC GA 16'7 112 16'4 1/2- -A 55'— z 2x4 PT 5111 w/112'x 10'1 112' x 7' Wed,3e Detail 13 .,anchor boft5 32" OC or Detail G Detail 1) Detail A bo t5 9 32" OC mud 5,ill anchors 24° Thickened 51ab wl 211 x 1/6" I oci f � ci � — 20" x 12" Monolithic (n 12a x I G" footmc35 w/2 - #5 c Cl,( Thckened footmej CONT, nBAR 1 - #5 vW 2 #5 CONT. 1 #5 Ke,12,ar I 43 P4 ------------- MUNDATION 5LA13 v v 5hrearwat15 na4ed at G" ox, on edges and 12" ox. on intermediate supportsw with ad � ty a c"rn ca►rrmor� naris 22'414'8�._._�_,..__._—__- __-_ 1 A1�_ _ _ 2p' �rrm7rnTrrrrr 5hearwalls nasled at 3°o.c• on edge*and g oa 5'6 --. 3'4 - I I'4 12" ox. on rntermediAte supportsw wry fad i\ �GIa5s 131oGk Common natts I m F 30506808 W3630 WW12 W91230i W3G12 W4230 I 1 Sloped Cerirng34�6 90it1236 r STRAP NrP.DC-Ft To CRIPPLES VlMI �^ '� I--• �5lapedCerlrng I U so GREAT POOM I I �, Iq m \� 21 '1 1 x 13GARAGE I f -�� `- t•- --------'-. --. I \'� KITCI-1EN I I I ! 'L © i I I a CEiLINGI I I m -j 143x 1010 LLJ PLATE HEIGHT 841-- f PLATE HEIGHT 84 O ------ �' PLANT 5HELF OVER--- �� � 28G8 I I I •r- \ iO CEILING - - -- - -----------�.-____ 1 1 1 N Q 2'2 i'f��-- 4 6 3�I - Rl --� - 12rG8 ENTRYI 4068 266 x 3' 3'9VAULT21 I 8 r 28E83'1p -- -4'2/.....-- - Ck� 5ET w I / O� $I O o MA5TER BDRM I o _ --------- -- --- Q 1 5'1 1 x 1 2'l cn N / optional Lavatory - - BEDROOM 1 ! N 1 ZI TREY CEILING � N 1. 1 C?`$ x 11 '7 I ; 0 tL I O / `h �� I Circle Top 1 I O w Fz � 1 I� Q / 'BDR2432 61232 gprt2492 BEDROOM ,..'• I BATH window 1 ►a-- tu w cn / .22 ,22.3 yzz 3068 I (f} I 'I I x 10'I I o 4'I ► x7'I I. VAULT j / BATH 1 I z ------ --•----- --•----------- ------------------------------ ...... 5 x �3 0�\ 52 6 1 402 I u� LU / 5laped Cerlrng �, 81 I'8- PORCH ;.. I x47 --------------- I ----• - x Pr POSTON SIMPSON ABU V_... .._.._._ I \` 3 50 I .C'r•f:/ Z SIIYIPSON fla - ---_ _ -- _ _ _m_-_ _� .Flat Cerirng at 8' 0,1 - S7 a _- �- Ila 2'8- -^ -- - CLQ A r r I � 1 r � I � I LIVING AREA 1 213 5c1 ft II m > 2'G 1/2 26 i j --- - 104 518 plp 218 4'3 1/2- ---- 5' 1/2 __ - ` 1 114 _ 51 �.�__...__.�� •-----•---- -__..__� ____--__ -- ---- _ . 551 ___ .____ �._�._ - _�� I v � � �, See Sheet S-1 supplied by teff rey K. Huisberg, P.E. for + notes. fIR5T FLOOR PLAN t!1 N � � I Ji `I c I( N in � �— t Tcv --. �. OUTLET AT 42" Garbage d»posal outlet GREAT ROOM I u � � \} GARAGE lu _ cri !�. \� 150 AMP SERVICE �` I { co 0 \ KITCHEN i \ \ CE ► I 1 ----------- ------------ � \ ENTRY 20C CL05ET / [01 MA5TER BDRM ' SD BEDROOM ! { 12 p sp GF1 BEDROOM — — BATH CL BATH , PORCH :::: - - LU LU DIVING AREA L_>J. 1213 5Gi ft O i u m � 1.. � moa cS7 CD I � [L� 7 U f ui c tT') ( c 7S Vs 10 IL - - - i Ff L3r3L3 M- - r3 L3 C3r3 M---- C3 1111111 I-J r�r FOI r3 ® ® - w op I! fRO NT - ! S _ _ z-sig- �_ T -•- -__ �_��T�.--_-- _ - �� - �-- �- _ .�__=r.__ _��.�r. --r_�fir_ ... _�:. 00 LEFT ELEVATION I ' ELEVATIONS N � � O _ Q N I u q ti LO ` c CO , v --� --- i �S-rTr ----------- I � � F 1 EIE:I- -� LO �? lu L - V � REAR - T L_c 11 - .. _ o _ z , LL - - - L-L-LU-L- lit _ _ _ - i o i RIGHT ELEVATION r � I' f � ._ . ... .... .-„ . . ..._.. _ter ,. -. +. , ,. ,„,. � ... r > i ,:!G. :Y `5 5 .. .. •re` �. "r yrr. t... J s , as cu wruxt LL - STRI, CTU,__RAL NDTE5 • > 11 4 T T , 5 UD f4�LE - MANUFACTURER ONN CTORPATTERN 5 ,r:p" ,; p 11ot 6vauE AI s1; Ob- RAMING'�SHA L MLY, WITH :SECTidN;23 OF A - R• ALLS." 1 s . , 'KQ . F k CQ 5TUp SPACING -FOR E•X.TERIOR: �.0 q �BEA..ING'�-VY. ; T •Tkitr L•A7EST.•APPRgVEQ ADDITION OF HE SBC CGDE. - b Y ._. _ •:. _ 4SN6 [ur CUt E�NGiH SHAL4 BE +a• .CEILING No. 2 SPF �' No. 2 SYp �No. SYP ) ,s ^'.. .LttRlyitG,uaE�arvsou uAs cn. ., .. � - .. - •';y J 1 s i�:. swwFA•y'Ai:e• a:•.. ' L[1rrN FOR 16. MEP JaI3T _ IMPSON LTTZQ IQ- t6d COM � ..,. :..Prsrl.'bNSA1sEl1. �• S, _ 2. .ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT x x x x .: x x . ': •, ,'� . -: .i sww r.P.•as•.G .. ePexY aiLHDa gla,r vtiHiH NAILS :. .. .. _ ase i 6d COM A MINIMUM:OF AND NAILED WITH 2- 1 _ 6'.OF.EDGE CarICRCTC. ,. i x'• ,i 'n9[pM[JN°FJI!r+OgC[1rtM ' SIMp ON MTT2$8 24- 16• OM NAll.S.OR T5-•.�3r.k'-1;it' GUN NAILS. �. f 1 4" 1 4"0 tfi ac 5 .9 C a ,t. 6"oc. 2 vc 6 qc 2. c TI,N r i - NAILS 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR ii " 4 , BRACED PER DETAIL. t f6':dC 24"oc.. t@ oc. 24 oG. 1 6'ac 2 vv: s; SEMCC' MT527B 24-- 1GAM' 6d NAILS :.; � " ,. H•At[D Ara cowP.Srp1 FILL . _ - � �. ALL 5HEARWALLS SHALL 8E NAILED AT 3" oc. 0R 6" ol,_ .^ j6"oG, ry f 1 Z oc. 4 4c. 1 oc. 4 be . , E"P AS NG-TED ON ALL EgGES AND 12" oc. INTERMEDIATE, p t 0 t. 2 2' 2 oc. "k-T• ., SIMPSQN Hb9A 3-- l/$" BOLTS ( ) L[r4rN LN,a cOxruRa P.ovlde Ixr • nln►+ur. t• w/ 8d CDM NAILS.(U.O.N.) BLOCK ALL UNSUPPORTED ss ,�,�► , ;? •^d `'``°"`• - EDGES WLTH 2xa FLATVl1SE BLOCKING. SHl;ARWALLS 1 I ft. .'N/A 16"oc. N/A 16"ac. N/A 24 oG /�^yy ' w EACH END LENDrFI _w SHALL BE 15/37" CDX OR 7/16" OSB. (U.O.N.) --- zs>wr>:aarN,h :' ,•: < rDP AND BDrraFL! sr,oeon s:ro" -nR HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR ;. . ,. '. cs15 At ]z• Ilc. 12 ft. N/A 16"oc, N/A 16"oc. N/A, /n� TYPICAE, MONOUTHtC'FOOTING7 w/ 9RICK VENEER g/ti.'x8" wEOc� 5. STRAP. HEADER STt�DS 70 DOUBLE TOP PLATE w/ _ / �_ LI.! � � �'' f-'i;_.' ,•: ,' - ,,. MTS27B ANCHOR 5/g" THREADED ROD WITH MIN..'S" E TPP4/6 AT EACH END OF HEADER AND NAIL w/ e- lOd ` :. TYPICAL 2-5TQRY BETWEEN FLOOR 5TRAPPWC - x 13 ft. N/A t 2"oc. N/A . 16"oc. N/A - � DM NAL 1 ,131 N NAILS. - „ - C R 2 /2 GU - : ` i/{`a't6*AN[igrt sp.rS o az•wr. =� 3/4•x8" WEDGE EMBEDMENT ' - S D D- r. 1 ,. ..� 1 oc . : i .!s•.x r,t�tr•,wASHERs: MTT288 ANCHOR 5/$" THREADED ROD WITH MIN, 7" EMBEDMENT 6, HEADER STUDS AND HEADER CRIPPLES SHOULD BE �1.. :. 1�1 ft. N/A 12"oc, rt/A: t 2"oc. N/A 16'oc. • urin4ia uat,a.i -joil 4+7 on ,- a[uca.A-]Ar[.•.,. -- l/z"xT wEDCE NAILED TOGETHER Ax:;�6"ac. w/ 12d GUN NAILS ( .131x - - 2 a(Pr 7111 ON`+T.L3F•^r... -Y •�s[.cofPPAe>z•.'�. LTT20 ANCHOR 1/2" THREADED ROD WITI�I MIN. 5" EMBEDMENT 3") STAGGERED, CLIP,FdNIT TO SHOE PLATE WITH - - 1- 7PP4/6 CLIC AND NAIL WITH 8- lOd COM NAILS � '? a•a,IOx1 O:wwM W Y _ ':. reKRM(EN AF1NfORCFHWi •. ` --NU1' w/ 2" X 2" x 1/$" WASHER' H08A N/A 3/4" THR! ABED ROD WI'(H MIN. $" EMQEpMENT NOTE: 'iHIS TABLE APPLIES TO STRUCTURES. WITH Y ' � WEgOE AN WARS SHALL Eat= "RAWL-STUD" OR "KWIK-•BOLT" OR APPROVED EQUAL 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO -J r. ----BEAM- w/ 1/2" THREADED G WITHSTAND THE DEIGN LOADS BASED ON A 100 MPH WIND MEAN ROOF '' • •e�r�aoM RDD 7HRU CENTER ET'OXY 5YS'TEM SHALL BE SIMPSON "EPDXY-TIE" OR HILTI "HIT" OR APPROVED EQUAL ZONE. HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND . rNT�iCa trio caw+clCa nU, - -- , • � SIMPSC7N PA 5I EMB. STRAP F5. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.O.rI.) 100 MPH OR L�55. ' x{Sa 5aric . - NI,xa•tAP 0 C0/[+FRS � 'e x? •_4• xsivR+co"emaN.use / GARAGE SLAB THICKENED EDGE 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL • --- SPF STUD GRADE MAYBE USED ON $' OR 3 11 fl's COW. _ f.--PERMACAST COLUMN � BEARING CAPACITY OF 2,000 psf. LESS ` TYPICAk MONgL1THIC �'OptING - EM I_LHEIGHTS - . 10 DESIGN WIND WIND DPEEgE0FA100 MRHTM� 'BCCI SECTIOr! NOMINAL PLATE ON 51NGL STORY 1 a N L E f; Y AREAS OR ; �• �ST �A � THE aECOND FLOOR ON TWO STORY' I'AREAS, s h1WALL F❑ INC - ; sTe qr } 1 F♦RICK VENEER MTH 1'AIR SPACE' .. •' �I.F } Ar F 1.� } 'ace 4 J 'Y AND wAl1 TIES AT 16'x,VERT.AND At t f ti ''Sx•°p HgRrjOHrAl. r !',' l`E k ' WITH Wlv: iLAsHINa HHD wEFP HOLES. 1/z" THREADED COUPLING � ,NAILING SCHEDULE - .' i. •. .,H.1.d ',` " `zi4 PT SILL v�SE/aC0 TPP4 At Sl•W. '" - •.: 1/2^-a io-tiB z -(..QLUMN BASE CONNECTION 'TYPICAL NAILING ALTERNAT� ATB NAILING x •. � • t: .q - / NAILING 1. AI,TERN .. 2'+ 2' ,i t/B'WASHER � . _ i Lep Igdaublt pati it•1tld eemmon 1$•D.I�t"><4 114"pun na14' 1 z4-txd flnNers L' a :.� _ .,. ,. .. w "e.r:en ed es and" a e.Iri the flew' 1, , •,_': -.1 ,;. .r .': .o CONC.sv+e 25aflpar./ � .. '--FOUNDATION ga,rlDr! !- ..- tl o.a-on edges and 12'a.tl.n1 the Held,with tlU t{"a:a.oq edp:.avid 1x' e,e,111 the Wald` 14 q rl. Y.., FlBERAIiSH OR 6„6-10(1(1 V/ii'4 ', � - � Y � SW+Shtlgryvetl Common,box,,aaraw Shenk ar rinq shank wllh q,1�1.r.4 1fT quit Halls ;� tt�wllh O.QDD"x 2"qur!ilallr � a �r. 3 . .. _. _. _ d t 0" CALV ANCHOR BOLT a"o,a.on edgrs and 12"o.e,Ir;the Oeid with ild a•'o.a,•en• qe4 - / a __._ SWI3)•ShAa►wall common,bvx,.sgrrw shenM or rinq shrnk whh D,1J1"x;1TT qun Halla'`;` I Y.'t o.e.on eq supports wI1N bd tlommon ring � •� smooth,ring er annular shank gun ring screw or erirwl� �� �� I Isl shank yn Halls, y P , ,�. P , • �' - TYPICAL PERMACAST" CCl.UMrI :'' q s,4"aa:edge n�lllnp wkhln 4•pf roof 4"o.a,sdq�nailing wilhln 4'of roof - h - - P 5 Sheathln 100 MPH Zane 4'el edge of roof k' �dpe Hellin with : dqe edge• -: r1 s. _ t r - Shank�Crrw than 4_o_q ;. 4 , 114"a 7/16'"Rao __ TNEATEA.�CC+APM;IED FTU: � ,•.", ..� •_ 11]"o►Tl t�"Rpol � 4'o,a•on edges end tl i).G.(ri the Wald with ad 4"o.e,on edges and 4'"o a. r A - - liherthinq,,lla MPH Zone' common,ring ahsnk 9/screw shank with 0,1J1"x 4 1r1"qun Hells ''.. Q-C4lJ.:STErJWA1,1wf � VERTICAL � : r' r '. . .:' � .:: `,.AT 48' :AND AL1,'CGWNER$. .. � , " #� B E(`!T I N�Q �Ci�T I N G� `� .. i3emco tfGt'Ll/l.R Cup 4.tl4 common In rues end�plat�' 4-9-131"x 1�1/Y'naNa In truss enq plet� • DG / H6rE' (F F '+° + ' y..'� <'' •!.1'' '1x^'dovic AT SUtt.Vlo a"riii0tt ._ __ OPENINGS i0 S' 4 I " T H IC K ENE I] �•_=-. 3emao TPP4 h 6• tl•1od agmrnen • tq•tld common, 1a•D.171"x x qun nal�s .. r.M Cr r '10`-.... tH USE 1 - Al HNC. .:. .' •"o, l ) - .. � �. F r.:... I 1 erri6d t]•0.16 "x f 1/x'".Want In Cath member -.. >.,. .: .- f• .. . 1.,� TOP AND .. �emcv fitpQAe]tl•. 1J;1tl�cmn non n�iyh rp � Z ri0 a1F BD ,0162'xz 'n a r a '4 v•, .t omm n Y4 1 i' �a• Same M 4T8 ?I Id e o r4' - T9 Y ry #a V RT. -TYPI'A - 1, L- a _ 1 1 .0.1�•f"x41/2'�tlun •'.' ',a N eP NC 'f - slm P� St 11-10d common each rids 14•ad oemman rrah s d• • . ': :'.... sO'a 10'.�Co t.. .. '.. :.�.. •... -�� �_ qe � B D pe nC 4 - N '.4 CC NC'w Sa C T. T DTH C - � - w.Q: ,..7 r, .. . . .. <. . . .. •.. .^� *., � •'.. �. �1'JS:Ytldeom 1' 14ussmin.'. ,. nlmpsonH6T ftl tSe.tOdx11TY ( pY. 1, N, IVp4 TOP - - ( J I. .LIG CoG D vn Two aRv "r : _ , .. , . ' '• ..,,. '. •., � `. _ r4"... nod •xledtl'E1tib. •T rr- .. ... - 1_ ... ... s Thrd, d t!p l 1.'3 0 _ - • zzloa . r . A � PP e - 1 31 ID Ih ]atu s I - - ion l flA r1] A r - m 1 ) is's COOT, � � ! A ) No (Trpx� - • ... , . .., ,.. ..,. ..,... .. I FO'N 1 M TRAPSimpson wNr LACE E NTOF 5 E .t atales• TTPICAL TFAP . VHO .. _.... ... .. ... .. T.�1od a n1m01 'e eI and e s ,. .,•[» -. , :. ,.. 3 ( 1i. _ - MT81z 'a_ d n Tn/ f1 d pl P [ N TES ` • , 4 1 T WA w RI rt R _ •'" .•, :. s n'tdT 44.1! comma tl�"x ,TYPCAL S M LL B C VENt;t_ NiLFiOR BDETs slm o tD8 d �1 74:o,t Mtn"Hath A 1 l �t Tr.r 11AY DE LOCATED - t - .+: n a At rtHER votl Simpaen IITt4Z r `�: ( i � .. .. .. , .. .. - OF LUNG Sn/p3 d... 3 - rA . .. .. .. _.' PLA , .. ... - - �. w. .. eou.NDN 741,w!SE4Ca.rPPd At]2 OC..- •.::. .. ... ;. STUD . :' - _ ',,:•"� b.. 0'. 5 ,cHoR aDLrs - - k T WITHIN AT 4•�' _ LH!$ BE P,RE ENGINEEREQ TRt�SSES 2 OC.- .. r [] - x =s•, 1/a•wasiEs Iz•aF.XIHO .. •'7 16" TRU TRA• "R OF SHEATHI C , , C U L O / ti. r roos' �9 , t •4'Ca� U8 xSDOP - • to ; .. , . r1... 'Fl RV ..OR -10 1 'WWM. /2 d BC [5H D M. z .. . .q=o. ./. I FE •, ROOF SHINGLES OVER LT O 5 .q :.; .:: PraCHOR t101 ... OQ. ' --.• .R. � 2x4 OUTRIGGER ® 48 U .. .. ... . . .,.. r, . .;, ..'.. •. ' ,. ._ ]4'O.C.OR - a. _ a Ar r ], z ec - _ 1- � a. , y, i 4, i•fii 7P I. � a� . . .•.,.. �, I AI r 5 ON - , , .- B1:OCK NG"'RE lJIRED E�-TWEEN�;�O TftiGGE � ' `,y, 7/16 0$B,SHEATHING NAILED A OC 0 L � .E �. R. - ...OR' HURRICA;t�i>~ CLIP H',=25r` OR':�E AL >,•.,Z ,, , _ �. :. ::- SHANK. - y.. _ 5UP OFtTS' w •8d .COM OR ad RING F ... -. _ TYPICpI" HEADER STRAPPING C ! •� e j' a.... ---•--...clFk+ TRF,LTw• 00 ACTED u ... I r P 5 N A35.S Q • C � - . at1CAl ': :.,. . .. '.. � .' .. .,.[ ,.. .,..,/ ..... � .SLE •Li. / f....V� -' .. : .. � '�,. "• - - .. r f Px �� l r - ,.. . ,: . . ': x4. ,RAFT R:-00 z,. CORFIERS.w/, .- HURRICANE: ANCHOR AT EACH TJ"tU$S ... - Cr.�, � � [s t J _ �r SLAB AHD _ . . r .•. .. '. � ':. r a. s a ,,•.t. .. ,. ,.. S SCHEDULE EE a ) - s�. _ S INCL:- S ,.x4 BLOCKING ® SHEATHING `JOINT. : b TRBLE _ _. .. . . YP T P TE _ 4 FROM 'GAND , . , !. .. .. ... _ 2 x 5 D BLE OP LA , : . ,. 'E ``E , .. • .. . . -' � f _ ASG A ¢ , _. . _ EM V TPP4 6 AT 32 OC - f r, r• ... r ►oR'rwo-SroRr -. ,r.: I6d•C,0 � - / ), d . "11S J 5 f CONT. .. .._., '.... �... - - ',,.. ..,. :_:.. '. .. .. - , .,., r ., LOCK r . i.. . , . _ ,:. .. .. .... .. . . � (Typ,), - OP CHORD ;OF ABLE'CNDf TRUSS .. . , x... .. .. . . a . .. .,. - I TAI A5' i. ORN�E D a T. • F� ' x 5(.,AB CON 0 T . w R 1 s Mw T. D OR :•3: � ,BOTTOM rG. 3 ,t. oM, TYP... qU LO R S 5 EC - S 8 , Y' , , zx IS 2 STU S AT 16 OC - ,. -, CHORD ®.8 FRQM `GAsf"E .. s; "r r Y.. 1. f 4 .OM .OP r 1<- a• CONT."2x .S AB R T 7Q x4 CK rJG � o F 2 LO 2 c: - , , : .. - . ... S 5 U TAB E. 0 SIZES ( EE T p L .. ; _, OT,• C1f (� -BR - 'ti "�i TphA G�IOk� :X' AGiNC '.. � .,. � •1 I•! TYPICAL�A T d AI 5 Y ( L `A 3- 2 C . J _ .r .. �•. ...-. ,. ,. -.... .• ,.. ; SHEA ALL AN AIN AT ARI U5 EI Hr5 _ P�OVID ADD(TIQN�L 2x1`s, Q1'1 D .SCC .G V 0 H G .E. 1 -BRACING _ -�E C. _ 48 7t t .e I x A R,T' I TO. •R N. :5 �. r�� SHEA I G NA E .A T Q 4>`.S B•IF VE �WE 5 ;..;� 7,/16 OSB .5 H N L D NO � - :z C � , r - .K' FINTERIOR E d AcrmN T S r t.EAIA.0 Bl. WA T INET N - SHEAR LLT 5S CQ 410 0 RV t' ,x• , _ .. ...., ...,... .. .,.. .. , T SO rYr PRESENT - 4 ON 5 8 O s :b p. / T ANA C 5 1• acaN '•J• P T OE`' I F,�11.5 .:, ;, r . .. _. .•.. , _ -• •. - x .PT 5 �•w 5 MCO'T _ � F►6ERMESH 4R 6x4. 0 10 w M. PAT w 1 B'd G �� oc 1 Q rl ,, . . .,, ,., _ ., ,.�,r. .: ,OC. . _ 2xa• .. TY GAL HICK N Q EDGE FAO NG .; i... . ,. , . .. .. ». X IUr, ONT X$. !�1 T .� EAT ` C p - X . =: LAJERAI ,�A .� w 2 x x 1 HER .. � ,:•; Na 2 0[1 Bl•SPF •, - ., .;.. � 2 /$ $.: .:'�..-' � - '.,BRACE � a8"oC. -. - `"b9 a:, '•'! T RD F E R S tl•. . ., CMP STLiDS OP AND BOTTOM '' ao: - E T US 4 a;, 1 � H .. F.. ':S.',�..: �' - R/ TPP4 ]z .. � Y - - ���o o �°` A t 4 VERTICAL .: ,.. .. - a" CMU "STEMw Lt. w I a x, Y�-;), ,.»� _: :-: .,• �., ., � 2x4 BLOCKING � $"oc. I.J. ,: C41a.STao$TOR AND BOTTON„ . - / l! �"• 4. T L � h .. '' .. t `• 7-WEDGE ANCHO . /x Rs � � ... _ r. _ •� BLE A FIRST � • ,r., :; , .. ,, •, ::. . . w ,suica`;roPa o,az•°.�. AT: A•$ OC. ANA ALL CORNERS. w/ .. ,.'• BETWEEN GA AND _ , C, o]x•a.�. 2xa -BRACE � 8' 0" 4c. ., 2x4 STUDS - TRUSS. r•:-w" ANCHORS - ,. 'cONCNETE StAtl w7 12" F OOK ,AT 'SLAB AND 6" HOOK +' _�__--.ter - i7x-.. tote c I <:e '�'e, talo wwrx oy rO- • •• �• '.,c $. .. ,, 'F6ERYE5H PUNF. - AT FOOTING.OO G. .. t, - CONCRETE 1P9�' / ., 6 Ml VAPOR f1ARalpt.OVER S _ :ar6i IOit¢.WW4 OR r - mGTER,a-cOurAGi[D nu, - - SHEET, _FIBER4ESH kEreF. 10" CONC. - a� I FOOTING w 's Nr: ., r rl�d, °' L• 00.LNG / 2�5 CO , "L ::4 + 7�z •u I 'R (z) I s'a Conr. t ___ TI _ er` IC�Avbrii�eRRET(a� ,• .� �- sroRY_Fo0 FOOTING.- ALL ,MEMBERS 5HALL. B� SYR . COMPACrED�illl, .. .. ^'�" i t Y OHdrK7N r. HorE: OR 2-S On C N�. ,. -' • -` 1:r .: (z) se coHr �--tease ►'-e•WwTrf./ Is'.colic ZO" ,K 10" GO �. ,Nora!i0R z-s ':c0utlarvFi FOOTING 3 's CONT. y �.,�. rte. - w/ N� r n ., :. .; ., :,. .. ... ... ..., :. - .•' .. 1 xT RIR YPICALE ND 1 x•BRAC NG7YPICA, 1N7FIOR BRIN C E00 NG 7 i A �I RR,-,151WI P Q C .: ,. .. .. _ lY.C L NTE ION.0 5.E F QPM ,, , _..f•,.:. , . ,; , . - - r I�� •:OM1 - i - 4