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Paradise Court 604 DATE 9/12/00 Lo u m N ` N 4 V La N L J U � v / --7- 00 � o It uj N � r� W !� Li . V ! PEK5PEGTIVE PAGE BUILD 5ET 1 198 MODEL �o� P�4-+e►4��s� c� DATE: 60' 9/12= 2 I'8 112 7' I'8 1/2 m 13'6 4' N U o o N U to g 4 ,� I I I I I — I lu v a o I I I I FRONT PORCH (4 - - - - - _ I I I LOWED _ — _ o _ _ I I b 14, 1 6O sa ft Cn I I MAIN HOUSE SLAB 1 187 set ft I GARAGE (4" .OWER) I J J . I I 385 5a ft I I I I ( I 17' I N II I I I . i STEP UP I I �`� I I M I I cv I I c\l J L ___ 19' 4 P v v AG PAR G9' I=OU N DATI ON FLAN PAGE BUILD SET SCALE: 114" 1 MOT 2 r- 7-, DATE: 51'3 1/2 19' 1 1' 21'3 112 7' 9/12/00 13'6 5'6 212 610 u to m aUC \ U N \•, t rr ROOF`PITCH UNLE55 NOTED TO r I BE 7:12. ALL INTERJOR PITCHES m f x TO BE MAXIMIZED A5 4-12 q u 4 � � \� sp ALL OTHER CEILING5, NOT NOTED hl p v u) �,\ / /' m ; N CV ��V��G AREA TO BE PLAT 4 rn,y e' i 2'2 ��. LIVING,"/ t� 198 set ft 3 30 �✓ ,� { 207x lr9 Lo y( N O N q piv d p �I A q p e6asac W"' 16'5 1/2 f 4'6 fV ;r Cc ED CQ m I r , KITCIIN'`. /`e / i cv r r ! �• `� cv ,10"7 x 1 IS X ! ��. ` 3'6 112 8'2 9'3 J/2/ r / ._ t5E68 ! ' ' seR.r.r 20 8 gg 1 N 8'8 1/2 ss N m ~ HALL / cp C",* \ V/27!a wsc 12 '" &1 x 3,3.03 Cn m 2 8 N Wakw E*kn c4 w 1 •y t } ' V tt }- - •, f I O —I'6� 311 O �r m m It r , "CL05ET N 7'2 `� '\ BATH'\ / 5'x s 7 c0 . u7 _ \\LAUNDRY HALL N ` X, N W 73)1 5'1 O, f 6'9 x 11'2 / {{ uuib f0 m ,n N GARAGE _ µ 6'1 1 P 112 2'4 1/2 ?,cn 187 x 19'a � ❑ MAjjEF BATH MASTER BDRM Om 5% 0a N �r 1 Z��42 11'11 x 15' I� ILD cli b CV / ff j BEDROOM t2 G& . . BEDROOM 12'3 x 1 a3 - 9'1 1 x 107 \ `• / , h S. 1 c i.l rA N o } �. 3050 050 4020 *�1 67 I'9 2' 1/2 631/2 2'10 2'6 112 I g' 1 O'4 24 10'4 Jog 64 I/2 127 1/2 60' F',l_AN PAGE FLOOK. BUILD SET SCALE: 114" = 1 FOOT 3 _ (� 0 c( r4 [�>1-50, Crr-- DATE: 9/12/00 o OWING/LIVING AREA 1 198 5c� . "� o I is -j u- F9;A Ile z Oc ' I Z ' u�r � v CO C\j KITCHEN WFI a . ------ o fir' so HALL i # f _ f T rl-i 0 14 BATH f , LAUNDRY HALL u IX I GARAGE _ \ MA5TER BATH �\ MA5TER BDRM �' t ,✓ BEDROOM t BE o f DROOM f So r t� POTENTIAL Fu�NPAGE ITUI\� BUILD ET LAYOUT 3A DATE 9/12100 Lo k f k ROOF PITCH UNLE55 NOTED TO BE 7:12. ALL.INTERIOR PITCHE5 TO 13E MAXIMIZED A5 4.124 ° k k , f N ALL OTHER CEILINGS, NOT NOTED CATHEDRAL --CEILING RAL � '� I I 4 m 70 BE FLAT a . k CEILING LIVING LIVING AREA � � ---Q � a } 1 198 501 ft ° k _ -_ _. i 36"KNEE; ° WALL k dna v. t 1 42"KNEE '¢ ° k WALL k / COLUMN TO CEILING f f/ I) CV o Q CATHEDRAL CEILING I O CEILING HEIGHT KITcHF-N k i PLANT 5HELF r ki IPIANTSHELF HALL i `�. 1 ._ .. _..._. CATHEDRAL j CEILING o k , " \ BATH CEILING k i ci FLAT a FLAT . k HALL 4 8'FLAT CEILING i GARAGE— MASTER BATH * MA5TER BDRM FLAT CEILING $'FIAT ClxILINGCATHEDRAL ' { V PLAT CEILING k k k r r CEIt1NG CL CATHEDRAL CEILING k � ' BEOROOM `I BEDROOM / Roof= PLAN PAGE SCALE: 311 G11 1 foo� 4 BUILD SET DATE: 9/12/00 to _ r--�! N 4 hh r 0 LIVING AREA ° LIVING, O m 1 198 5a ft • I � a r f � o v - 5WITGH TO OUTLET5 ON I m N PLANT SHELF Q . 391 KITCHEN 00 HALL Z 1 F t NO CL05F-T > % BATH ,\ E I l LAUNDRY / HALL r I Lu ! rI GARAGE— } I I I I f *y MP5TER 6ATH MASTER BDRM ! Q � I BEDROOM ( BEDROOM r CSDsD { 0 { - ` 1---•- I PAGE FII ST fLOOK �LECTKI CAL BUILD 5 ET 5CALE: 1 /4 1 SOOT 5 N N _ O U O t� -a �3 V o � o IFTE C) U C) - --- -_ ® - FRONT RIGHT RIGHTfLEVATIONSPAGE 5GALE: 11411 r FOOT - BUILD 5EY _ DATE: 9/12/00 IT m I F 0 U _ - o 43 CD 35O > cp N3 -� �3 I I I I I rl_ _ o ,.0 __. . �AI� � L f- T ELEVATIONS Par� I� BUILD 5ET SCALE: 114" = 1 fOOT 7 LATERAL RESISTANCE TO THE DESIGN WIND WAS Q ANALYZED USING ,THE ENTIRE SHELL OF THE HOUSE � AS MAIN WIND FORCE RESISTING ELEMENTS. THE N TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS c j ADEQUATE STRENGTH TO RE51ST THE IMPOSED WIND LOADS IN ALL SEGMENTS EXCEPT WHERE INDICATED � EBI' A 5HEARWALL CALLOUT. w (2J2x6 (2)2x6 (2!2x6 (2)2x6-1/2 } (x-Ox6 (2)2xb-1/2 Q e cn HEADER 3 UP (3ry U (2)2xb-I/2 �2Ax12 m cf) 3 ( HEADER -1 ,P . C14«azx6 zn6 i (2z2xb- a nl / QIIIIIIIIIIESSSSSSELiLUw m u �n > ca �. (2)2x6-I/1 u � d � � r2442-2/4 I—\ILTOS Tmb (2nxb-I/2 O TO'1,TOB -T-1 PO K1 0 x x (2)2x6-1/2 !2nxb-1/2 p- Cti r v ►n (2nxb-ta r Q, EO0 Z �p i �+ 30 bd SAS M o L O r Framing Ian � � g �� Q Ili� E v� cc 4 11J1 n Z � g g � � co 0 sol-Ito ° I o= Q �r �� I $A u I-- - -- _ __ -- _ - r - - - - --- — - - - -- -- - - - - � r - --- - � I U- , $ rw � _ a I I 2— I I I I z a� -0Cu o I I I Y r OM='V u r.- - - - - - - � No.: ST — 5T-1 ID I r " I I I.FOR STRUCTURAL DETAILS, SEE L L)I I I n I I APEX TECI-NOLOGY DETAIL SHEETS d Structural I I I I 9! I I L I 2.IF HEADER NOT SPECIFIED, Plans I I I I I I � I CONTACT ENGINEER OF RECORD O I I I I 3 I I I I . INTEIOR BEARINWALL JOB No.: $ o g o 3 0 0 I 4. 12' PLATE HEIGHT FRAMED WITH 2x6 Q _ -- — __ _ _ J I I I I a" STUD13 . 16" OC (LINO) — — _ — _ _ — _ - I I 9 s. 11' PLATE HEIGHT FRAMED WITH 2x4 z BUHDBR BestCon - - - - _..._ _ u' 2• I I =� I r _ _ _ — -- _ 2 I I � S� 9TUD8 • t2" oc (uNo� � L I I I I i. _ _ _ _ _ _ J i LOT K: 22 I I ST _ _ _ .� J II L — 8"x8" DEEP THICKENED EDGE LJ - - - __ _ - - - - -- I Ow/nr4CloNT G�PCH _ Paradise I I I I I I _ _ _ _ _ 5t- I I 12" DEEP FTG uu a • 12" dp.Q 4 R Nn�CE LU Cove I r I I e EW UNDER 150X COLUMN ��` "'r p x Fm Pwt: 1198 � �� `� app �1l I I I I I Ib"&2xI2" DEEP FTG W/ 2 r r "' I I (3r4 Ew . ® I I I I r 5T- I I ��' x DBSICM. DLM I I DOOR I I I I L. _ i ' I I I I I �,- I TRUSS TO NEADEK Q 4 " RTFCkA824T WK20AOd TWOS TO HEADER m WVC I I I I I I I I © (2)RTFGA924T W/(14ACd OJ E�GC W DATE I I I I I I I I TRUSS To HEADER d P*P Q P�,p•��N N����\ I I I w I I © (2JRTPGAd?4T W✓ 22 of o 0 I I — _ - - -- - - - _ — _. _ - - _ _ _ u, r L- - - - - - - - - ST- _ - - I I J L_ - - - - - - - - - - - - - — J I 24"SGbc2®" DEEP FTG I Q (3r4 EW - - - - - - - �,-4" - - - - - - --- - - - -- - - - - - - " - - - - — --- -- ---- - - - -- - - Q (4)04 bcW®" D>�PFTG W/ ASCB7--06 120 MPH VIND H I� A6"Sadem DEEP FTG W/ N- (4P4 EW U • u- 46"S,(N24" DEEP FTG W/ o (5)04 EW, T40 RECEIVED . QI/2" ALL-THREAD DRILLED t EPDXIED W/2" GGLLAIRE OEC f f 000 WASHER MIN.6" Eh'�ENT J RECUIRIED 0 EACH END Olt* of Atlantic gach o °F OPENING Building and Zoning LEGEND (2)2xb-1/2 - HEADER/BEAM CALL-OUT x Foundation Ian NUMBER OF KING STUDS EACH SIDE OF OPENING W NUMBER OF JACK STUDS EACH SIDE OF OPENING 4 I SIZE OF HEADER MATERIAL (NO.2 STP) NUM15ER OF PLIES IN HEADER O - SPECIAL UPLIFT CONNECTION GALL-OUT. WE DETAIL $ CORIQESPONDINC+ TO NUMBER E F SW" - SHEARUALL SEGMENT - PROVISIONS OF SHEARWALL ASSEMBLY y &O� DETAIL GOVERN. d6 ` P l� 04 a 48"-17" BEND TOP, (y I'I (SEE "FIRST FLOOR SHEARWALL6' 5048 TABLE TO RKyHT) CMU 9" BEND BOTTOM 8" C U(TTP) bx&-W1.4 x 041,4 WALF (•� 1/16"OS6 FASTENED TO FRAMING WITH 8d C.OMM'ION6 AT 3"O.G.ON EDGE,b" OZ, M FI M.D. 1/Ib" 055 ROOF DEGIC.NAIL b" O.G 4" ON EDGES, 1Z" Or-M FIELD (LINO) WITH 8d C 211MCNG. FIRst FLOOR SHEARWALLSFNIGH DOUBLE STUD EACH HDPTI W/(SMd EA TRUSS WCPLL UY(&Md •(3ACd NAILING NOT REGLIIRED HEADER DEPTH AND NUMBER GRADE END OF SHEARWL4LL. SWl' DOUBLE STUD TO BOTTOM PLATE VOULBE STUD EXGI=PTION, JACKS 1'LONG -ENGINEERS TOE NAILS EACH TRU160 CN NARROW FACE OF PLIES PER FRAMING PLAN - CAST-IN-PLACE OF BEAMS WEAVER MATERIAL NO2 GYP 1040) CONCRETE FOOTING BOTtOM PLATE TO SLAV TO SLAB AND SHORtER MAY BE TRU84 OR I- FTG DMMENSION6 TO BE O" DEEP 0 AND 11�4-1id l7)%OR(3r4 CONTIPLIOl1S �. ` SW AND 5/8"COLT W/OR�L�JIOd TOE NAILS. � x24" WIDE WKSYS M 3 IQ"COLT W/ HEADER KING G MAY SERVE 8411? CIA TPP4 W/12-ad 3" WASHER $TORR' SECTIONS d AS DOUBLE STUDS T TWE CF L O i' OPT.EXTENSION I'-S� FOOTING TO BEAR ON 'T N BRICK LOGATION6 FIRM UNDISTURCED SOIL S 36T W//Z4)ICd ON RJD PLAN 0 FROM BEAM TO COLUMN 61 SECOND AND THIRD FLOOR 5HEARWALLS DOUBLE 2x4 Nod 6YP TOP Ci"Il1 STEMWALL SECTION2 1U DOUBLE STUD TO CEA7"1 OR PLATE.FASTENED W/(7)ROM - - It 0 DOUBLE STUD BELOW I6' OG.STAGGERED (WO).MIN 74" C4 MIN 7x4 LAP WITH(17ACd N LAP. `~ (TYP,ALL) SW (Z)RTI"GA M&WKZ4AdDd TOP PLATE t0 STUD WITH 7PP4 W/flVed ON EVERY OTHER STUD P AN VIEW AT CORN `�)"" G°"t I.sv/16" HARDI-PANEL IS MR! ITTED AS SUBSTITUTION FOR 1/16 0$0 1/16"055 OVER 7x4 SPF STUD$ ON EXTERIOR WALL$ONLY IF NOTED CN THE FRAMMG FLAN • Ifo" OrG�FASTEN CSB W/ed V �94 7.OPENINGS M eHEAMdIL4LL 6E61'QrTG PERE IITTED ONLY P SIJOWN ON THE ';`_ ^•• - ��VYY►�iyy' b" OZ.ON EDGES,RY O.G. IN FIE . •• JL FRAMNG PLAN,PROVIDE SWEAPU ALL NAILING PATTERN ABOVE AND BELOW Zx4SPF STUDS At 16" OFC. � OPENOO& 3.OWS SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH FMS W/24-" WA1ERf'ISOOF i3I11QlI \_6x6-0414 x WI,4 UlWP W FOOTING(SEE TO TYPICAL 4.1/20 ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/A" ' \ DRILLED AND EPDXIED ALL-TWREAD TRUSS l HEADER WItL I•Dp'TI W/(IC�d _J PER TABLE 5.Ak C.HOR BOLTS AND ALL-THREAD MIP.6"EMBEDMENT OEF0TW SHORTERR M WALL SECTION) K� � } V MJACKS 1' LOPk3�MAY BE FAGTEN11p TO I-FADER WITW ONLY (3A"TOE NAIL4k SEARING WALL FOOTING SECTION 3 `� w I/!" ANCA4OR BOLT OR HEDGE ANCHOR(MIN b"EMBED)W/!"SO HEADER DEPTH AND NUMBER CF 04-IEG - - x V¢"WAG1 ER AT 48" 0jC. PER FOLNOAT04 AND FR.4MMCi FLAK Ua BEAM TO COLUMN, HEADER MAT'L NO2 SYP(LINO) �Q -� 5H A A A 1''i '� A I 2x4 NOS GYP PT BOTTOM PLATE 7x4 NO] SYP PT BOTTOM PLATE RTPr3A836T WI/(74ACd TUP BOTTOM PLATE BOTTOM PWK1C10d ON EVERY TO STUD WVTPP R STUD WIY OTWER OSTUD W/00)9d ON EVERY OTWOR ER$TLID 1/?" ANCHBOLT(MIN b" EMBED)W/ 80 SG x fZ)RTPGA8Z4 WK74)ICd 1/8"W4GHER• 48' OCG.OR FAG�3 W/(i • FROM CEAM t0 COLUMN- 9/Z6/CC 9,80 AM C:ONGREtE-NO'T0$slWg 0 24"Orr. V �I ( EACH GIDE aR CONCRETE NOTE5 in X O •. 4" X FINIS" G"MIN �, • ': • . I. 1Canar conpr.wiw strength For footirgs■ 715®C GRADE i at 20 daga AM). 6x6 - WL4xWI+4 UA1lF 2.0 increte compressive strength far slab ■ 7F psi , . OL 3.All days(UNO.1 OL 9 -. �' •. WATERVPRDOF BARRIER 3.All retnfarcirg steel s9 er�el bigger shell be ASTM , It FIT NOZ SYP 4x4 POST A615 grade 40 deromed bars(LLIiNO). FOOTING TO BEAR ON 4.All reinroretng st+•I shell have 9B degree bane!at It FN?t ING TOUIm R SOIL (LINO ON FOUNDATION AND corners With a ■ lap. FRAMM4 PLAN) 5.Flbermew is an acceptable alternative and shell not r FASTENED OSB TO FRAMIMG ) MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTINCti INSTALL require WWF. 0 C11 • S" OC.ON EDGE,i"O 7x4 GYP OUTRIGGER SCHEDULED BOTTOM PLATE ANCWOR(FAS3,ANCHOR BOLT,OR WEDGE AINGHOR) Pr NO2 GYP 4x4 POST 6.Masonry stew Il and monolithic footing are Z M FIELD WTW D AT 74" ON TRI WITWN a" OF BEARING WALL ENDO AND WITWIN 12' OF DOOR OPENMGG IN BEARING 1040 ON FOUNDATION AND Int+rdMr�eehle. CLIP "O CENTABLE TOP WALLS, SEE TYPICAL CONCRETE SECTIONS FOR REM40MING AND DIMEN61ON0 AND WRAMMG('LAN) 1.Earth fill supporting slabs on grade shall be free (n BLOCK SHEETING; CHORD WITH sEMCO FOOTgrGb� or organics tw'lal and cohasiw Bolls. Compact the EDGED WITHIN 4' HCf'l.L WK8)Bd. 1/2"OIA ANCHOR DOLT MAY BE SUBSTITUTED WITH 1/Z"DIA.ALL-THIaEAP DRILLED fill in " lifts to at least 95x of Modified Proctor W Maxima Dry DW614 • g u 1/16"09 B OF GABLE MISS AND EPDXIED PICOT TO SLAB CONNECTION POST TO SLAB CONNECTION a Stenwlls bra 4 courses tall tructio special c , o attention to bracing during r.anstructiort Contact � � It a Sr c �a WTW At'JP44 W/(MA6d OR WITH AOP44 WK12A6d OR engineer or retard it this condition exists. ' S GGR3 WKI4ASal. GCsPs WV/14)IOd 5.To control crodtVg 1n the slab,cut I" deep saw ° ° E ®LOGIC BEtIIEENTYPICAL WALL 302ECTIQN cuts in a I®'x IC'grid eFroughout the slab Within 17 LU o 02 hours or concrete placement. C W.Do not scale rooting dim"fons and locations E m `• OUTLOOKERS GABLE TOP :,•. • ,• • • ♦_ from the Foundation Plan DO not determine footing l7 LIP w ° 0 GABLE location ffto arcHtecU rat lam or Frdm Plan. If Z :r. ,y ^ footing size or location is rat determinateiFrom use W �� � � r �� E 0 L-BRACE ON • FOOTING (•.la FOUNDATIO14 AND recorunded tion Plan alone,contact the ew�glneer of E « w ° or e 00 GABLE VERTS AS FRAMING��t<OR 6ZE) J - E 7++ ` SPCIFIED BY TRU" p on ,MMIPACTLRER ° to. , -, LL C � j I - 0 -2 u CA O CH OTA AM F M ETAI� x k X 5 TYPICAL Z o �._jj eo3U in 0 ABLE TRUGG u n p 4� c TRIJbb TO TOP PLATE WITH HDPTi W/ ~ �'E O a °- u TPP4 LUI(i0Ad o Y+.3 c •; C CLIP END •24' OZ,(MIN `6WORTER�FASTENEJACXS D TLONG TOP PLATE �ANP ���Y ` a s � g PER WEAPER) E E a OF LATERAL PRE-ENGINEERED WITH ONLY(3ACd TOE NAILS. BRACE TO HDPTI WV(ICAOd EACH TR'a168 ROOF TRUSS GABLE BOT OR Rtrrs4 a14T Wl(MA" 0 0._ CHIORD UTW EACH TRLA6 �� ° E o V �� ��N��Of7��(� (7)SO%= Q D ad. 8) NO GYP 0 r — ^ 8d. OF PLIED PER FRAM7MG PLAN •(�J CRIPPLES Alo CRIPPLE'S AND J MR MR STUDO 4T ON WUNG Ono.QUANTITY U' Structural Do GABLE BOT "LAM '� CHORD TOP PLATE TO STUD WITW 7PP4 1b116d BETWiEN FOR CALLOUT ON Zx4x6' GYP LATERAL STRAP GABLE TII LISS (b)ibd BETWEEN Details BRACE • 460.MilIcl TO STUD WALL W4TH WyIIC)bol EERY STUD. �KINGS G \_��AC PLED TO AND KbIG CIWIPPL-ES Z TWROUGW BRACE INTO Rrfra"17 UTH(6) EACH TRUSS BOT CHORD ICd AT 48"O.0 ,a1�7„,,r6„�i41 >~- lo» 110.: BE090300 M WEADER,(8)164 NOTES PROPERLY RATED OPEN M CRIPPLE We TW”HEADER MAY BE GUI96TITUTW J ABLE EN BRAG I�G DE_LA� roR►�EADs1e arECIFiF..e O H1111,p�it: $e S tC O II ALL CRIPPLES TO IN TWEGE PLANE• _ BOTTOM PLATE 11 4 Wi(W1)JOd TPP4 WITH OVAd LU NO.: 22 INSTALLED AT TOP AND 1DT 9KMCM OF KINGS STUDS X 16 ACONPTA N ALTEM"TE Paradise WDPTI W/1816d_ TRUSS TO STUD GROUI*WITH TO HARDWARE ON ORIF�°LEG. TRUSS TO TOP PLATE T W974ADd d Cove FXCAEPTICNs JACKS 1' LONG AND GHOR!MR MAY BE FASTENED TO TOP PLATE WX3AfIDd TOE NAIL& � FLOOR PIAii: 1198 TPP4/6 WU(W;Sd AT 32" O.C. EXTRA STUD GROUP CENTERED UNDER (fa TPP4/6 IW(10)bcl GARAGE DOOR HEADER(SIZE PER CALLOUt TRUGG INDICATED ON Z giL TOP PLATE TO STUD ON FOUNDATION AND FRAMING PLAN) BOTTOM PLATE TO$T1JD uurPP4 " FRAMING TPLANAN.NO. OP PL WALLISEGTI TYPICAL W =Gm DLM (TPP 4 PLACES) WVrIVAd ON EVERY STUD. 1/A" ANCHOR BOLT(MIN 6 016110)W/7" SQ x OF STUDS EQUAL TO 9 KING STUDS EACH VON WASHER•31" OFC OR FA63 W/(6)IOd • 16" NO.OF PLIES IN TRUSS or_ � (MIN 7 GTUD6) USE ° RUM WVC $IDE IIAaEN u01NG SPF STUDS.FASTEN W GV FR ENG,4 KING NOTES; TOP PLATE ■ NO.7 GYP FINISH " •" :.'"""` ADJACENT STUDS t0 STUDS EACH 61 E BOT RATE • PT N0.7 sYP �E 8 M ;r�•, . TY A H A M TAI q DATE USING 7x R'RrlAM STUD6 - GPF EACs OTHER WItW IZd MOND FOOTING SHOWN MAY :r' . • AT 8'OL T D Z FAStEN JACENT BE REPLACED UNTW STEMWALL ! ; STUDS AD ROWS SECTION 7. 166 OG AD R'TPCTA18Z4 WITH 0 N ° led CO VION NAILS • IZ (- 8" OG.STAGGERED. (Z4ACd 12 IN STUD, 11 M WEADER CTYP 7 EACH 94D OF HEADER) MASONRY GTEMWALL MAY BE USED IN LIEU OF MONOLITWIC FOOTING. INSTALL FASTiEN 1/Ii' 065 TO No SC44M)ULED BOTTOM PLATE ANCHOR(FAS3,ANCHOR BOLT,OR WEDGE ANCHOR) EXTERIOR OF RRETUNN$ WITWIN PJ"OF BEARING Wt4LL 006 AND WITNIN 17.OF DOOR OMINMGG M BEARING I/1„ ANCHOR BOLT � AND ABOVE DOOR ".L& SEE CETE $E TYPICAL ONCRCTIONIb FOR REMFORCMG AND PraE *10N$AND EACH STUD IN STUD ADJACCEN O WAGNER STUD LU 7-96 120 iff HIND UWW AT 3”Or-ON FOOtMGB. GROUP TO BOTTOM - 17" OFC,M FIELD. GRIWP M ADDITION EDGE, 7 CRIPRPL08 1/J" DIA.ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/1"DIA ALL-TSREAD DRILLED ��TH TPP4 TO TYPICAL PLATE I+E EACH GIDE AND EPDXIED ND] PT J GYP ° I PLATE M. L) PLrB25(TYP 4 PLACES) (14)ICd WHEN RETURN GMGLE SWEET (Z4)*d WHEN RETLMN IS DOUBLE SHEETED CONCRETE FOOTING(SEE FOUNDATION X LLI OL FINISH GARAGE SLAB FINE- 1/2" AJ"ICNOR BOLT MAY BE SUBSTITUTED Q WITH 1/2""DRLLED IAND EPDXIED ALL- 4 LL- �+�Q GRADE • e . T a qrwwI H POINT A ONN CTIONTAI tIF1 A y 3 n qvl _ �F CT N 3 1• D DF.TAIL RI P Dom lIR"k Arm+wMwo „/+e/ao w Tr-sn"a