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II'-�' 13'-0 }' ,r 1 . / _,-_ .._.. .._-_.-_ . rl 1 /' /. / . r. / I , . i' r S a i / / /: I I I I +, 1; , I / J r / ,•. . / / // /. // �'"/rfI IS11., 4 CONCRE.TI PAD . 1 I 4' CONCRETE PAD I 0 "� is t1.1. / / I W/ BX$:TURNED' 'I I W/ 8x8 TURNED I " / /. , . ,I DOuN`EDGE WI (11. I I I T, / ,�r /' ` / ./ , !' I .4 - I __ I DOWN EDGE W/ (1) 4 io / �/ / / �� /' I , , . . , W 1 I / i 1 , ,e f / r' f e 1 I r I I I 1 r s f /` // � ./ / I I m I I I I . 15 a r /' / / / r /• / /' / "t / ; '141-1 / // r,i / ,/ / I ' / '�'` 1�r• ��__ ^_ �_ _� �� r_ - --- � � ,� w ,r� � r .- - _^_ 1 f - `- -- -- -I r _- - _. ._-_ - ,- --- - - - _ -- --.�_.- ..-, --- - -.- ,_ -- - i ' rl. N Q� n '.' , .1 I i/� / �f' �; " . I I . . I r I I J .f R 5 T 5 I o 9 I i i i i I I i p4 �;­ ! � ". . . - I � I", / , . � I .1 I I I I I I � .. I.1 , , "If-, ". 1.r1 � . ­ I "' ...,,�, . . . .... . ,ii .� ,-1,�,lo, 1. . 1 / / l /, . V��, !/ / ... I . 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I II I I I CJ 1.� o>~{'� :,:'illi;: � I • 1 a /,/` / /// ," f� ,e / r I I I r I I �M" V F ' i / ,' , f' �. /' I I I is � y, iti a y ,f / r' / i : ' • ,Vin;; Y I+F, Q ,1• i Nor 1 5r. + (IN FUTURE) 17I N rt W ati r .. \ 1 � t 1 �,4 rte_ �t $r• '� ./ qp . � !� w _ \r.-._.� ,— � I Ifs• �� 'ly' �.i. 1 \ I •, 1 BRACE FOR 1 Y HANGING LIGHT Q(7 I I t r" I I 1 PNGNIE �I. 'e IEEE • .... .. - I '� � �; , �� � •Inti ,7C 1 I Arc / ABOVi; f ,r BELOW / �,.— \\ Itp 4.1 4. /* qp PHONE ri / 1 ' I \► r 1 — �' err ` © I 03 k� i 1r / db FOR GARAGE / DOOR OPENER 1 (IN FUTURE) .' "' s J Ry 7 DE IGNO,,AY; E L 9" 14 411- • . . , _ ,; �: .. � is f• -- • ' -, , R•;-, y ,. - .} , . .u l• ,� ; 't Fro �7 i 1 J. i' is f 4! 1. / z s i r 2 0•+ 1 a r 1' I5 1 re h i' S" F . 1 .M1 -tn i r $ 5 r9 I^ ��. 1 r /. i:t. ••Y ,;. 1� � it �V CV CONCRETE NOTES �l I. Concrete compressive strength for Footings= 2,500 psi at 28 days (UNO). c 2. Concrete compressive atrangth for slab ■ 2,500 par ��.. at 28 days (UNO). 3. All reinforcing steel "3 and bigger shall be ASTM �( A615 grade 40 deformed bars (UNO). --- 4. All reinforcing steel shall have 90 degree bend at 5TRl1CTURAL KEYNOTES: corners with a 25" lap. 8"x8" DEEP THICKENED EDGE 5. Fib4+rme6h is an acceptable alternative and shall not require WWF. ZL !U/(I)"4 CONT 6. Masonry stemwall and monolithic rooting are Interchangeable. 1. Earth Fill supporting slabs on grade shall be free 12" DEEP FTG W/114 @ 12" or organic material and cohesive soils. Compact the E((J UNDER BOX GOl.11l'iN Fill in 12" lifts to at least cn of Modified Proctor N Maximum Dry Danaity. 8. 5temwall6 over 4 courses tall require special Iro"SG2x12" DEEP FTG W/ crl attention to bracing during construction. Contact may---� engineer of record iF this condition axials. G (3)04 EW 9. To control cracking in the slab, cut 1" deep saw cuts in a 10' x 10' grid throughout the slab within 12 hours or concrete placement. l0. Do not scale footing dimensions and locations W from this Foundation Plan. Do not determine footing fL1 location From architectural plans or Framing Plan. Ir Ill (� footing size or location is not determinate from use --- — Lel or Foundation Plan alone, contact the engineer of record. Zr' 1 A e ° � U F-i, _ 1 V I I GST I j FX • ST-1 � I � 1 L � 1 O _T L � " o 8" MIN ,. .. �t4' I Z 6xfv-U11.4 x WL4 WILF N 11" MIN WATERPROOF BARRIER I I 5 2" 5 2° ;-• �- 5 1/2° ST- I rn / �`3\�• �L (21'4 CONT FOR b=12" UNDER I STORY WALL / /` / 8" v v y c � ° e ` � , � "A� '4� 4' � � I I I I I I � v�v 6 OPT, EXTENSION b (3Y4 CONT FOR b 16" UNDER Z STORY WALL 6x6 1111.4 x WI.4 W111F �/i /� /\ - m m 3 c 3•, IN 13RIGK LOCATIONS _� (3)'S CONT FOR b-20" UNDER 3 STORY WALL — v c `^ ° °o ON FND PLAN WATEr IPROOP BARRIER 8" 8" 4' I I I I I I - 01_ ° u-� 10 9 3 to C0�1 L� J Z o c p o v° ST-I °nom foo MONOLITHIC FOOTING SECTION 1 CURB STEP SECTION 4 �, ST-I I I C 411, a a•=-� o 0v Nvv wc W m c O N NU <r °a C `.ate+6 0; O O (�L u cn v M ° " 0 y 1J{ (X_ L 'r-z' U U m Q, 1L ° OC aG� mc WU, T.C al¢ N O 7+� ' I or v a� % ° CL Q - Q ca� o+o � NCm � C o;_, u � ooi" .c qj I Q c o cc Ew o v C c v II „J CP�._ V o P.a..O.2 1�.-1 I 1I..i�L C-'-0 0 C 2 U C C V7 C O C) 0 VN-_ X 7 C W c o BOB- 0 i 1 Q M� 4'-8" (� L a� r'-•-0:6 n d v cCq o ST-I ST- O v CL ° E 0'-4" u =»'6 _Q u 0'-4" Q (>! SHEET NO.: ST — UP TO 6 COURSES: "4 VERT. a 48" O.C. 8" CMU (TYP) ;t ST- m ST-1 — � � — in ST-1 —St � O 1 TO 10 COURSES: '4 VERT. s 24" O.G. — -A II TO 12 COURSES: 04 VERT is 12" O.C. VERT. REINFORCEMENT TO HAVE 12" LL STEMWALLS OVER 6 COURSES TO HAVE BEND 6 TOP ANDS" BEND BOTTOMStructural 6" "4 W/�" BEND BOTTOM 60" O.G. Y — �— — TRU58 TYPE HORIZ. JOINT REINF BETWEEN :t � F Plans � � B ;t � EVERY OTHER COURSE. 6x6-W1,4 x W1.4 WWF L_ FINISH �' 4„ 8", MIN VARIES• 1— I I I I iso$ NO.: ATo5o4o 1 GRADE g MIN \�\ ,,. /` \ �\ CAST-IN-PLACE FOOTING 5PEG5y// .4i 1-6TORY: 8" x ib W/(2) 4 CONT. y/ y / /12t" MI �I \\/�\ 6x6-Wi.4 x Wi.4 WUF NOTE: 2-6ToRY3 10" x 20" W/(3) 04 OR (2) 45 / / \ j .�( /\`./ 5'-o" —— 3-6TORY: 12" x 24" W/(3)" 4 OR (2) 5 \•�\�\e \\ `` L i, I I Z BBIID� SPECIAL CARE SHOULD BE WATERPROOF BARRIER EXERCISED BY CONTRACTOR WHEN •'•' 6" OP!'. EXTENSION bv U IN BRI X LOC A►TIONS (2)4 CONT FOR b-12 UNDER I STORY WALL ` BACK FILLING BEHIND A STEMWALL, /\ �` FOOTING, TO GEAR ON (3)04 CONT FOR b-16" UNDER 2 STORY WALL 0 I � I I 9 I W LOT NO.: 6 —— PARTICULARLY WHEN IT IS OVER �`� PLAN OUR5E5 HIGH. SHOULD THIS FIRM UNDISTURBED 901E n CS r 0 X CONDITION EX15T, RECOMMENDATIONS 4" LI OPT. BRICK LEDGE NOTED ON FND PLAN �N ST-I 87'1 m LLI ATLANTIC W LLI MAY 5E OBTAINED FROM THE GARr'-.*E EXT WALL CURB SECTION 5 (L SUBDIVISION: ENGINEER OF RECORD. - EU CF:>'�FNT vERTIGAL BARS,CONTRACTOR MAYBEACH INSTALL V27*ANGI-IOR BOLTS WITH 12"EMDEDMENT AT — — 5 rJ X CMU STEMW.4LL SECTION 2 da"oc r-cxz 130TTCM PLATE ANGNOR,Ai E ST- I ST- I -4 nim Pim: Duplex ca UNDER DOOR — — /AI`NDERtN�ER D14 '4DG DF57CNED: D LM - 161-31 - ° REVIEWED: WV C ILI T_ P. REVISIONS DATE ° F- FOUNpATION PLAN � � u 900 ASCE —1 INUOUS 6.. �,���.tip�trlS lt�11L>�a1„Cn�G� r�`r�ti �►pFJ'G,�p,,pp�1hGiCA'��piFi�t' Icy k 7-D8, 130MPH KIND (2)04 CONTINUOUS i ?)•4 CDNIT ; WATERPROOF E3ARRIER 6x6-WI.4 x WI,4 WWF 6x6 WI.4 x WI.4 UJLLF WATERPR:)OF BARRIER 8" 12" 4" x 111 APPROVED iL CITY Of ATLANTIC BEACH BEARING WALL FOOTING SECTION 3 �ENRiNG CURB STEP SECTION PI_nN'+n.1r. rt ZONMr, r1FF10E goo 241 -5200 AUG 2 8 By 1� r 1 A (pr131b i >' -ORla� 4ED E Dm M-1m,Apo T.cl-aaff n/ea/oi &39 AN ar-,.dn .y m 4 LL Lo "T 6► Q LLi � U u � m } 6W (2)2x6-v2 (2(1x6-1/2 SLS SW SW (2nx&-1/2 (2nxa-I/2 (2)2x6-I/2 (2)2x6-1/2 ^ rn/� ,,{{ (2)2x6-1/2 (2)2x6❑-1/2 ZO r , r2ANTEsrEDIATE (2ANTERMEDIAtE 3 ASL. 4 N V GRIPPL.ES REQUIRED GRIF'Pl E8 REQUIRED I I U (�� JL F I 0 0 3 ,404 A04 3 ,404 3 `� 0 0 ( I I X ❑ ❑ q 4 (2)2x6-I/2 O (2)2x6-I/2 t 0 O 0 QI ry ~ Ory n n a ( 1 3 A04 0 � N � a'= i �'� h �J ��JJ T p `y TIr1BERSTRANI7 L5L v 3 r c 3 TIMBERSTRAND LSL q � `+ 0-0 x ISE-3�^e•x9�=• Z z 15E-3�j'x9��" n O._ v D FF 62— 4•- n n x 3 KING5 W '6A L a o 2 CRIPPLER x Y 2 CR1F'PLE5 _v p,a; w E 3 KNGR ry 3 Amo1�3 404 3 404 3 U] C n U:_ �; 20 Z Q n S N 0 a Z U O p VI u 4t C y cv E ` +. aa `_ NOTES: `r a U'aa,a, p C) � U vYlgdN rznx»-I/Z r2)2x6o-1/2 1_ FOR STRUCTURAL. DETAILS, SEE O �° a � o =o, APEX TECHNOLOGY DETAIL SHEETS u C p C _ ] O C NO HEADER REQUIRED . _ a a NO HEADER REQUIRED LL o F� c a� u � bpi a (2)2>::a I/2 (2)2x6-I/2 (2)2x6-Irl C2)2x6-I/2 C. E a0':9-:, UNDER F02B (2)2x6-I/I (2(1x6-I/1 UNDER F02R �_ 1- x E . x c (2(1x6-I/2 III �+ III 2 IF CONTACER NOT T ENGINEER OFIRECORD L Q a TO a v o �- (2(1x6-Ir1 SW JW a o m o SW �� a,0oo � c y 3. 12' PLATE HEIGHT FRAMED WITH 2x6 `U n o'°° " I SPF STUDS m I6" OC (UNO) O °�' " " 2a ,D �' C a C O a O 7 X O '_21; E N O A(3)5FF- 9TUD5 BELOIUFGt xSECOND FLOG FRAMING AN 4.11' PLATE HEIGHT FRAMED WITH 2x4 � � v:.9212xh (3,6FF§TUDS BELOW FG I. Q b a a o FAN FGI TO 8T1JDS FASTEN FGI TO RTUDS SPfi STUDS 12 OC (UNO) a a -�- o WATR3m W/(141 IOd. Wlt2)MTS30 W/(14)kad. tJ w � ON C:=.Dn U 177771 , FASTESTUDS TO SLA13 FASTEN 5TUD5 TO 5LA5 d W/(U LTT2015 W100)16d W/(I)LTT2015 W/(10)16d Atop (1)1/1" ANCHOR BOLT AND (01/2" ANCHOR 5OLT NO HEADER �6"MIK EMBED. W/6' MIN.EMBED. NO HEADER STRUCTLIR4L KEYNOTES SHEET NO.: — RECIUKED REQUIRED 0 TRUSS TO HEADER, 4 Structural QHT530 W/(20)10d Plans Z TRUSS TO HEADER y- JOB No.: AT050401 (2)2x6-1/2 Q (2)HTS30 W/(20)10d (2)2x6)2-I/2 J ATRUSS TO HEADER O BUILDER: F (2)LGT2 W/(28)16d U � —--. i/2" ALL-THREAD DRILLED LOT NO.: 0 4 EPDXIED W/2'' SQUARE W ATLANTIC (2nxI2 2/4 (2)2xl2-z/4 WASHER MIN. 6 EM5EDMENT 4 SUBDIVISION. REQUIRED Q EACH END X BEACH ALTERNATE ALL -- THREAD CONNECTION 51"5TEM INSTALLATION SRECIFICATION � OPENING � SWEET 150TW 51DE5 SWEET CDTNSIpfsy SWEET BOTH Sipes 9HE1<T eaTW SIDES F'lAOR PLAN: Duplex OF GARACxE RETUF31 of GARACaE RETLW of GARAGE RETUF214 of GARAGE RETURN QNO2 SYP BEARING BLOCK Cp One All Thread Connection (ATC) is composed of I/2" 36 ksi all-thread that runs the full vortical height of the wail, penetrating FASTENED TO BOTTOM both the top and bottom plates, and groutad with Simpson Strong-Tia Acrylic-Tie into the blab with 6" embedment. Use a 9/ICs" CHORD OF TRUSS TOM Q DESIGNED: DLM drill bit for plate and concrete hales. The top end of the ATG i5 bound to the top plate with a 3" square, 1/8" thick washer and a nut. ) LLI FIRST FLOOR �I"iINC� COMMON NAILS. USE !2 The bottom plate is bound to the slab with a 1-1/2" round, 1/8" thick washer and nut. The all-thread may be spliced with a coupler ROWS � 3" O.C. FOR 2x2 O > threaded onto the all-thread a minimum distance of 1/2" at each end of the coupler. The coupler shall be rated for allowable tension BLOCK OR (3) ROWS 3" REVIERED. WVC PLA ewi_ - - of 3,200 pounds undernd loading. O.C. FOR 2x6 BLOCK 4 REV1510NS DATE The ATCb within this structure shall replace gall hardware between the top plate and the slab and shall be located as Follows: ATOP PLATE SPLICES TO BE 7- ATG6A (bee legend) in all roof load bearirg walls excerpt as denoted on the framing plan or stated herein. BRIDGED W/(2) MSTA24 WKIO) _0 ATC8A or 88 (see legend) in all exterrior walls supporting hacks 7' long and shorter. In addition to ATCs, install 1/2" anchor bolt with 1-1/2" round washer 10d COMMON EACH, (1) midway between each ATC. STRAP EACH FACE OF WALL. U L� Bearing Wall Ends and Shaarwall Ends - I ATG within 3" of and studs ASCE 7-98, 130MPH FIND Header Framing- If opening in wall is such that it does not interrupt the specified ATG spacing, no N hardware is required at the cripples, kings, header, or top plate other than specified ATC's. (UNO) If opening causes ATG's to be spaced further apart than ® INTERIOR BEARING WALL specified, install (1) ATC each side of opening within 3" of kings. (Trusses must be connected directly to header w/HDPTI w/(10) 8d or RTPGA824 w/(10) 10d). 12)2x6-I/2 - HEAVER✓E3EAM CALL-aur O Bottom plata under window: openings greater than 6' must be connected to slab NUMBER OF KING 5TU05 EACH 51DE OF OPENING = w/(I) 112" anchor bolt w/1-1/2" round washer at midspan. NUM6T=R OF JACK STUDS EACH SIDE OF OPENING rJ SIZE OF HEADER MATERIAL (NO. 2 SYP) to Nigh upl(Ft connection 01 may be replaced with ATC5A or 25 (see legend) NUMBER OF PLIES IN HEADER X 3" Ol - SPECIAL UPLIFT CONNECTION CALL-CUT. SEE DETAIL W High uplift connection 03 - I ATG within of high uplift truss CORRESPONDING TO NUM5ER. Q High uplift connection 02 - I ATG w/ 3"sq. x 1/4" thick washer within 3" of high uplift truss 5uM - 5HEARWALL SEGMENT - PROVI5ION5 OF 5HEARWALL A55EM15L1' 9O4 �� —J�OO DETAIL GOVERN High uplift connection 04 - I ATG w/ 3" sq. x 1/4" thick washer- at top plate, each side of, and within 3" or, high uplift truss ATC • • - ATC DESIGNATION PER 5PECIFICATICN v • CA 41 -� TBE MUST 1E, TWE0 w/ x/16," 065. FAStEN o56 N / -11F / Bottom plate splices - Install 1/1��, 4�� embedment RedHead within 6�� of splice, each side of splice. ATG may substitute for Redhead. WALL MU5 TO TOP PLATE HE 9 3" Or- Inspection Items: Top plate shall be free or splits, checks, shakes, and wanes. Maximum distance out of plum for all-thread shall B: SHEATHING REQUIRED AS SPECIFIED IN OTHER DETAILS. be 3" from to aF bottom late to to of to lata_ DBL TOP PLATES FASTENED TO EACH OTHER W/(2) ROWS p p p p 1a 10d ,0 3" O.C. SPLICES IN 2nd TOP PLATE MUST 13E LAPPED W/(2)RTFDGA&12 111/(12) 10d EACH, UNLESS SPLICE T '`" T1» Clarifications and exceptions to the above specifications should be directed to the Engineer of Record, Warren V. Carrigan III, at OCCURS AT ATC. the phone number and address in the title block SPACM OF ATC IN FEET tion warty.Apex hcnnaiap 5/25/01 "R 1M 07�Q.dw� 1/16" 055 ROOF DECK.NAIL 6" OZ ON EDGES, 12" O.G. IN FIELD (UNO)WITH 8d COMMONS. l/16" OSB ROOF DECK.NAIL. 6" O.0 MAX 3"•• EDGE OF WASHER EACH TRIJ55 t0 BE CONNECTED MAX 3"- EDGE OF WASHER Q)C ON EDGES, 12 O.C. IN FIELD (UNO) TO FAGS OF STUD- — W/C16)8d TO FACE OF STUD. 14 TR>1155 TO TOP.PLATE DIRECTLY TO HEADER WMk TRUSS TO,TQE PLATE WITH F COMMONS. 3" 50x 1-4" THICK 3" 5Q. x 1/4" THICK N WASHER REQUIRED IN WASHER REQUIRED IN THIS APPLICATION. THIS APPLICATION. UPLIFT GONNI=GTION �P1.1f�C COrWECTION [V TR1155 TO TOP PLATE PRE-ENGINEERED 4415 Ib. (1)I-12.5 W/(10)5d ((�f TRUSS TO TOP_PLATE HEADER, SIRE, AND NUMBER OF FLIES <415 Ib. OX425 W/00)Bd ROOF TRUSS �1PL1FI coNNECTIPER FRAMING PLAN GALLOUTS.ON ___.. UPLIFT CONNECTION <145 Ib. (I)H8 W/(I0A0d < $ / 0 Od 4 ROOF TRUSS OR PRE-EWINEER!= <415 Ib- (1)1425 W/(10)8d LL <415 Ib. (I)H25 W/!10)Bd RAFTERS ATG SEE SPEC ON <145 Ib. (IA48 W/(10AOd FRAMING PLAN FOR DOUBLE 2x4 NO-2 C C- SYP TOS' PLATE FASTENED <145 Ib. IIA 18 W/(10A0d INSTALLATION NOTES 0 W/(2) ROWS 10d Oh'Th10N5 AT 16" O.G. STAGGERED (UNO).MIN 24" LAP W/MIN (I2) 10d cv -- NAILS IN LAP. DOUBLE 2x4 NO.2 SYP TOP PLATE FASTENED 2x4 SPF STUDS AT Ib" O.C. ATC + 4'-0" OG. SEE FRAMING ATG- SEE SPEC ON CRIPPLE AND KING STUDS. W/I(2)ROWS 10d COMMONS AT 16" D.G. NG AND ATG SPEC FOR FRAMIPLAN FOR QUANTITY PER CALLOU7 ON NOTE: PROPERLY RATED STfAGGERED (UNO).MIN 24" LAP W/h11N (12) 10d 0 Q) INSTALLATION NOTES. INSTALLATION NOTES FRAMING FLAN (b)16d BETWEEN OPEN WEB TRUSSl/ICU" OSB OVER 2x4 SPF NL41L3 IN LAP. O DOUBLE 2x4 M02 5YP TOP PLATE ADJACENT CRIF10LES AND KIN(§S. FASTENED W/(2)ROWS 10d16" O.C. HEADER MAY BE STUDS + Ib" O.C.FASTEN � SUBSTITUTED FOR 0513 W/8d 6" O.G. ON STAGGERED (UNO).MIN 24" LAP HEADER SPECIFIED EDGES, 12" O.C. IN FIELD. WITH 02A0d IN LAP. IN THESE PLANS. fi LL 2x4 BOTTOM PLATE FASTEN TO 6'-0" O.C. SEE FRAMING AND 5AND50ARD WITH 10d: 3" O.C. IN ATC + 4'-0" O.G. SEE FRAMING AND 7/16" OSB OVER 2x4 SPF STUDS ATG + = ATC + 6'-0" O.G. BEE FRAMING AND DESIGNATED 2nd FLOOR 12" O.C. ATG SPEC FOR INSTALLATION NOTES. w 1(V O.C. FASTEN 035 W/8d 6" ATC SPEC FOR INSTALLATION NOTES. ATC SPEC FOR INSTALLATION NOTES. ELSEWHERE: 5W SECTIONS. O.G. ON EDGES, 12" O.C. IN FIELD. EXCEPTION: WALL$ WITH JACKS 1' AND SHORTER MAY USE ATC + 8'0" 2x4 SPF STUDS AT 16" O.C. Or. AND ''/2" ANCHOR BOLT W/ 1-11/2" lu ROUND WASHER AJsID NUT MIDWAY -1 Li d BETWEEN EACH ATC. 3/4" T I G PL'r LUD z C FLOOR TRUSS U OPE NINGB OVER 6'-0" FOOOR I-JOISTS V REQUIRE (I) U2" ANCHOR BOLT WALL SEC ION)EE TYPICAL 4 n) W/4" EMBEDMENT AT MID5PAN 44 l 2x4 NO.2 5YP PT BOTTOM PLATE ADDITIONAL 1i2" ANCHOR BOLT 2x4 NO.2 5YP P7 BOTTOM PLATE 0 W/ It,2" RNO x 46" THICK WASHER m PER FRAMING PLAN AND ATG In d DOUdBLE 2x6 N0.2 SYP TOP PLATE FASTENED DOUBLE 2x4 NOS SYP TOP PLATE FASTENED SPEC• 12W/(2))ROWS 10d COMMONS AT 16" O.C. W/!2)ROWS 106 COMMONS AT 16" O.G. X _� 5 EGILAL ATC HEACCR FRAMING DETAIL O FINISH 4° 4" STACr�GERED (WO).MIN 24" LAP W/MIN(12) 10d STAGGERED (UNO).MIN 24" LAP W/MIN (12J 10d �,[� 8"MIN �r 5/18/01 4:55 FM ATC-SPECIAL-HEADER.dwg NAILS IN LAP. NAILS IN LAP. W GRADE i'. / •/ x %yw�,// / /• /�. \ •1z Mi a 6x6 - W1.4xWIA UAIF 0- � \ \ \ \ \/ /\ WATERPROOF BARRIER ATG; + 6'-0" O.G. SEE FRAMING AND ATC + 4'-0" O.C. SEE FRAMING AND t TRUSS TO STUD GROUP W/ l/16" 050 OVER 2x6 SPF ATC; SPEC FOR INSTALLATION NOTES. ATC SPEC FOR INSTALLATION NOTES. n STUDS • Ib" D.C. FASTEN LGT2 W/(28Abd SINKEERS. 055 W/8d 6" O.G. ON I r FOOT]Wx TO BEAR ON FOR (1)PLY TRUSSES, FASTEN EDGES, 12. OC. IN FIELD. 2x4 SPF STUDS AT 16" O FIRM UNDISTURBED SOIL 48" LONG 2x4 NO 2 5YP—\ SCAB 70 (U FACE OF BOTTGM .C- CHORD WITH (1)ROW OF 12d MAX 3"- EDGE OF WASHER NOTE g:MASONRY STEMWALL MAY 5E U5ED IN LIEU OF MONOLITHIC, FOOTIING- SEE TYPICAL AT 3. O.G. TO FACE OF STUD. W CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONS AND FC)OTING3. zEn v, NO-2 SYP o c C U DBL TOP PL n/ ync m.5o 4vo IL O v 0-• EXTRA SPF STUD ll1 a ,, w ED YON r O o ATC TYPICAL WALL SECTION GROUP CENTERED W o 6 a j UNDER TRUSS ? y a n c v E 15 o INDICATED ON 2x4 NO-2 5YP PT BOTTOM PLATE V O o D u v c coi 5/18/01 4:55 F M ATC-TYP-WALL dug FRAMING PLAN NO. I 2x6 NO.2 SYP PT BOTTOM PLATE Z u Cn L u u OF STUDS EQUAL TO 1 C p u u F-1 NO. OF PLIES IN TRUSS ,� m 2 0 E (MIN 2 STUDS). --!_ ° rn c rn v v N c u y V o FASTEN ADJACENT I FINISH �,. 4• p C o C A ` C ID u._ STUDS TO EACH OTHER GRADE 8' MIN 9 � '/ � / �-•� '.�yi / / / ,` , �r O 0 C a � u n WITH 12d AT S' O.C. I' DS e••• �: 6x6 W1.4xW1A WALF { . \ O'- o u u a a 3? u + I6" OZ I v �v a_ L) i / -WAT:iVR'ROOF BARRIER Z cow a ¢ w o w ATG- $EESPEC ON 00 CE5Cu �' co NG FOOTITO BEAR ON a•,c o o v«0 FRAMING PLAN FOR u INSTALLATION NOTES FIRM UNDISTURBED SOIL O w u ru- o y U c c o uao0 u5Eu 0... D_ 00-C 2i >= No �,1OTf5; MASONRY 5TEMWALL MAY 13E USED IN LIEU OF O u �• c CL AO E o MONOLITHIC FOOTING. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING ,^.ND _ DIMENSIONS AND FOOTINGS. n NorAN ND UIREDER NO2 PT 0 SHEEP NO.: T - 3 SYP BO ATC MULTI-STORY �laII 1 1/16" 050 FASTENED TO FRAMING WITH ed PLATE J COMMONS AT 3" O.C.ON EDGE, 6" O.G. IN FIELD. All Tl'F'IGA WALL SECTION � Structural 0'-3" MAX 0l_3" MAX 5/18/01 4:54 Ph1 ATG-2-5TORY-WALLdwg u Details Z JOB No.: T05 040.1 A. CONCRETE FOOTING ISIS FOUNDATION AND FRAMING PLAN FOR TYPICAL DIMENSOIN°S) TRUSS TO TOP PLATS ATG- SEE SPEC ON UPL IFT CONNECTION O BUILDER. —— DOUBLE STUD EACH <415 Ib. (1A-125 W/00)04 END OF SHEARWALL FRAMING PLAN FOR INSTALLATION NOTES ATG NIGH DINT LOA CONNECTION ETA! 3 /18/01 4:54 PM ATC-POINT-LOAD3dwg <"145 Ib. (I.M 18 W/(10)10d F ND• —— �ATC�• I 5P4 WKIO)6cd AT 32"O.G. GARAGE DOOR HEADER ATLANTI C (51ZE AND PLIES PER SUBDIVISION. BEACH IF OPENING FALLS BETWEEN SPECIFIED ATG HEADER KING STUD MAY SERVE �CALLOUT ON FRAMW_m PLAN) SPACING:,NO ADDITIONAL HARDWARE 15 A3 DOUBLE STUDS AT THE ENDS OF REQUIRED AT THE CRIPPLES,KINGS, HEADER SHEARWALLS AND TOP PLATE. ATG- SEE 56PEC ON F a 31 Or-CH EDGE,b'O.C. 2x4 5YP OUTRZ-vE)085 TO FRAMW� a FRAMING PLAN FOR W FIELD UATH Od AT 24"oN CENTER 3 KING STUDS EACH SIDE WHEN FLOOR PIAN: Duplex INSTALLATIOMI NOTES CLIP To c,AESLE TVP USING 2x6 FRAMING, 4 KING STUDS 16" C4IOW WITH HE WKIDA1d. EACH SIDE WHEN USING 2x4 NOTES:TOP PLATE ; N0.2 SYP HEADeR SIZE AND WMesER OF BLOCK 5HEETING FRAMING-FASTEN ADJACENT BOT PLATE " PT NO, 2 SYP PLIES DER FRAMNG PLAN CALLCUTS. EDGES UATHN 4' $TUD$ W/(2)ROWS 10d COMMON STUDS - SPF l/I6" OSB OF CzABLE TRJft NAILS + 8" O:C,STAGGERED. MONO FOOTING SHOWN MAY BE w DESIGNED D LM ATG- SEE SPEC ON MIN 2x4 REPLACED2WITH STEMWALL 0 FRAMING PLAN FOR lT7P, ALL) LU WVC INSTALLATION NOTES M5TA24 U117N (18)10d: I�IEMED. ��IETu.EEN FASTEN l/16' 0515 TO EXTERIOR (TT-P 2 EACH END � OUtLoc�Rs OF RETURNS ANO ABOVE DOOR OF HEADER) <1 REV ONS DATE W/8d AT 3 O.G.ON EDGE, 12' O-C. Z t'�E Tom' IN FIELD. ATC- SEE SPEG ON CRIPPLE AND KING STUDS. CaY FRAMING PLAN FOR QUANTITY PER GALLOUT ON 1NOTE, P{�OPERLY RATED OPEN INSTALLATION NOTES FRAMING PLAN. (6) 16d BETWEEN ATC WASHER EDGE WITHIN 3" OF � WEB TRUSS HEADER FACE OF COMER STUD. ADJACENT CRIPPLES AND ICINGS. L"IgRRACE O11 V MAY BE 5U135TITLITED G,AriLE vERTS A$ SEE FRAMING AND ATG SPEC FOR HEADER SPECIFIED SPECIFIED sY TRU56 2 CRIPPLES FOR INSULLATION NOTES. IN THESE PL.AN5. MA'"ACT1k�R EACH 11IDE U FC)OTING (SEE TYPICAL ATG WASHER EDGE WITHIN 3" OF d WA'1LL SECTION) FACE OF CORNER STUD, ASCE 798, !OOMPH MIND GABLE TRU55 SEE FRAMING AND ATG SPEC yAdMk - FOR INSULLATION NOTES. 5TWP14 (TYP 2 FPLACE5) (28Abd SINKER+ WWEN RETURN 15 SINGLE SHEETECD (38Abd SINKER4WHEN HEN RETURN IS � DOUBLE SHEETEE:D = FINISH U 1 ATC SNEA UJA A55E1"1 Y PETAL GRADE GARAGE SLAB$ FINISH w GRADE F CLIP END OF � � — ### 01/10/01 3:49 PM ATG SHEARWALL.dwg LATERAL SPACE TO v• v n d � /,� X GABLE 50'T G44014D UTW ) \/\/\ — — —.- — - c n .. \ / �• j W Q1 OPFNING5 OVER 6'-0" �, i / 904 241 -5200 REQUIRE (1) i2" ANCHOR FOOTING (SEE TYPICAL BOLT W/4" EMBEDMENT WALL SECTION) AT MIDSPAN. GABLE NOT51Ck4ORP1�-� / 7x4x8'8TP LATERAL STRAP S UDl7LH U ,rYri,�1 BRAGS •48'.(2Abd TO STUD WALL (8) (/ 71 AQOLIr�1 E ACC INTo Iod Ap 46' (A) EACH TR 166 BOT CHORD Ind A7 4E•OG ATG F ONT ENTRE" GARAGE DOOR OPENING DETAIL e 5 1 =3 /18/01 4:54 PM ATG-FF&ON7-6ARAGE dwg TYFIGAL ATC HEADER F AMING DETAIL GA E EN ;ACING DETAIL `�., `� �� 131D' X 11 J 1 DRI 03/16/01 3:21 PM TYP-ATC-HEADER.dwg 5/18/01 5:00 PM GL�BLE.dwg �D D—N­1%1%Ap—•n.maga 6/25/01 7:17 AM --