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300 garden lane (2) E SPLICE) .ENGTH TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT 1 OF (SEE DETAIL"E"ON SD-2) .... 'HIS ZONE. (2)2x-SYP#2 DOUBLE PLATE(U.O.N.)NAIL NAIL EACH PLY OF KING AND CRIPPLE STUDSIL PLATES WITH 0.131"x 3"NAILS @ 8"O.C. E JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Ya"NAILS @ 6-O.C. I STAGGERED STAGGERED(TYPICAL) ( ( DOUBLE PLATE MBLY WITHIN THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO DOUBLE PLATE CRIPPLES AND KING STUDS R PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING ( CONNECTION (AS NOTED) i GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS I (SEE DETAIL"G"ON SD-2) HEADER(AS NOTED) HEADER -ADD i JOINT. 6"MAX. (SEE WALL LAYOUT) i i NAILS AS NOTED MSTA36 STRAP CENTERED ON CHANGE IN 2x_BLOCKING(TYPICAL) N TABLE 46 PLATE HEIGHT ( I 3)0.131"x 3Y"TOENAILS AT EACH ND(TYPICAL) CRIPPLE STUD NAIL EACH SILL PLY TO KING STUD KING STUDS WITH(3)0.131"x 3 Y"NAILS-TOENAIL ' 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) NAIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: STUD WITH(3)0.131"x 3 y"NAILS MINIMUM 1 Y"NAIL PENETRATION NAILS MAY BE TOENAILED OR BAC WITH 3)0.131"x 3Y"NAILS-TOENAIL AIL(TYPICAL ( INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. OR EN (TYPICAL) (2)2x-SILL 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x MEMBERS. DOUBLE SILL REQUIRED WHERE OPENING � WIDTH EXCEEDS 61" u.o.N.) D DETAIL-TYPICAL ARCH TOP OPENING E DETAIL-TYPIC THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD-2 2x-TREATED SYP SILL PLATE � STEMWALL: STEMWALL OR MONOLITHIC: \ X2'THREADED ROD SET 5"IN ADHESIVE Y"x 10"CAST-IN-PLACE HEADED OR L PLATE \ OR Y2'x 8"TITEN HD(SIMPSON) L-BOLT (7"EMBEDMENT) MONOLITHIC: STEMWALL: "THREADED ROD SET 4"IN ADHESIVE A"THREADED ROD SET 4"IN Y OR ADHESIVE NAILING AT STU OR V x 6"TITEN HD(SIMPSON) TO DOUBLE P TYPICAL STUD TO SILL PLATE Y"x 9"SCREW ANCHOR BY MONOLITHIC: (END NAIL) ROD ASSEMBLY OR ANCHOR CONNECTION HURRI-BOLT,INC. or O) (SEE DETAIL"G"ON SD-2) OR Y"x 8"TITEN HD(SIMPSON) Y"x 6"TITEN HD OR%"x 6"SCREW STUD O O )F EACH SIDE OF JOINT SILL PLATE ANCHOR BY HURRI-BOLT,INC. 'E. I I I I NAILING AT ST BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) �' ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE: TO SILL PLATE NAIL EACH PLY WITH 0.131"x 3 Ya" THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL CENTER ANCHOR BOLTS \ ° a ' / ` (TOENAIL) NAILS @ 6-O.C.STAGGERED TYPE 1 OR Q@ 60-O.C.MAXIMUM SPACING,OR IN SILL PLATE,USE 3"x 3"xYa"WASHER ` - - ; y TYPE g3 @ 48-O.C.MAXIMUM SPACING. TYPE 1 TYPE 2� TYPE 0 (SEE DETAIL"F'ON SD 2) O JDITIONS F DETAIL -ANCHOR BOLT OPTIONS rG DETAIL-TYPIC SD-2 SD-2 H2.5A AT EACH LOOKOUT 2x4 LOOKOUTS @ 48-O.C.FOR .--SILL PLATE(BELOW) ROOF COVERING(BY 0 OVERHANG 2x_CORNERFRAMING FULL HEIGHT STUDS(TYPICAL) RAFTER AS NOTED ROOF SHEATHING(AS NOTED) JOIST(AS NOTED) ON LAYOUT 2x4 SYP BLOCKING BETWEEN (2)ROWS OF 0.131"x 3 Ya" CONNECTOR WHERE REQUIRED CEILING JOIST AS H2 5A AT EACH LOOKOUT NAILS @ 12-O.C. NOTED ON LAYOUT LOOKOUTS _ STAGGERED(TYPICAL) (SEE ROOF FRAMING NOTES) 0.131"x2Y"NAILS @ 6-O.C. 2x4 LOOKOUTS @ 48-O.C. CORNICE DETAIL FOR OVERHANG (BY OTHERS) BALLOON FRAMED STUDS(AS NOTED) ROOF SHEATHING GYPSUM BOARD SINGLE PLATE NAIL TO TRUSS (AS NOTED) 2X6 OR 2X8 FRAMED WALL BOTTOM CHORD WITH 0.131"x 3Ya" 2x4 SYP BLOCKING r SILL PLATE(BELOW) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) // BETWEEN LOOKOUTS NAILS @ 6-O.C. 2x4 CORNER FRAMING FULL WALL STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) EXTERIOR SHEATHING SHALL BE BALLOON FRAMED HEIGHT STUDS NAILED TO BOTTOM CHORD OF TRUSS STUDS(AS NOTED) MINIMUM OF(3)2x4 BLOCKS 12"LONG GYPSUM BOARD \ DOUBLE PLATE � / 6"O.C.WITH 0.131"x 2 Y" NAILED WITH.4)0.131"x 3 Ya"NAILS TO AILS. INTERIOR VAULT EACH ADJACENT STUD THREADED ROD ASSEMBLY AT (U.O.N.ON WALL LAYOUT) EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN NOTED SPACING(SEE DETAIL ON VD (LOW CEILING VAULT) SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT) UPPER PLY OF DOUBLE �- —2x4 CORNER FRAMING FULL LESS THAN Y2 OF EXTERIOR ROOF PITCH PLATE @ 6-O.C. HEIGHT STUD 2x-TREATED SYP SILL PLATE WITH 12 2 Y"NAILS. (2)ROWS OF 0.131"x 3 Y" (U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12-O.C. J DETAIL- BALLOON FRAMED GABLE END (HIGH CEILING VAULT) K SECTION - TYPICAL FRAMING AT 90° CORNERS le L SECTION - TYPICAL INTERIOR BEARING WALL sD-2 INTERIOR CEILING PITCH EXCEEDS 1/2 OF EXTERIOR ROOF PITCH SD-2 SD-2 111 ROOF COVERING(BY OTHERS) RAFTER NOTED 2x6 BLOCKING AT EACH DIAGONAL BRACE ENDNAIL(2)0.131"x 3Ya"NAILS AT EACH LOOKOUT ON LAYOUT 2x6 DIAGONAL BRACE @ 48"O.C.WITH RAFTER(AS NOTED) CEILING JOIST AS NOTED ON LAYOUT (5)13 Y"NAILS AT EACH END(U.O.N.) 2x4 FLATWISE LOOKOUT @ 48-O.C. CORNICE DETAIL ROOF SHEATHING(AS NOTED) FASTEN SHEATHING TO LOOKOUT WITH (BY OTHERS) SHEATHING END NAILING REQUIREMENTS. H3 CLIP @ LOOKOUT(TYPICAL) --- ------- L 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH ((3) 13 Y"NAIL SPF MATERIAL NOTE: ACCEPTABLE MINIMUM'%s2"RATED OSB SHEATHING,EXP I-SHINGLE MAXIMUM 12"OVERRAN 2x SUBFASCIA NAIL TO LOOKOUT WITH \ / 7OR 1%"RATED SHEATHING,EXPOSURE I-TILE (2)0.131"x 3Y"NAILS � _ ' FASTEN WITH.113"x 2 Y"RING SHANK NAILS @ 4-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT GYPSUM BOARD NAIL SHEATHING @ 6-O.C.TO RAFTER WITH HURRICANE ANCHOR AT EACH RAFTER(SEE ROOF 0.131"x2Y"NAILS FRAMING NOTES) MINIMUM 1 Ye BEARING AT SEAT CUT NAIL PLATE TO RAFTER WITH 0.131"x 3 Y" TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y"NAILS 1x4 LATERAL BRACE @ 48"O.C.NAILED NAILS @ 6-O.C. NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. TO EACH JOIST WITH(2)0.131"x 3"NAILS P PLATE(AS NOTED) (U.O.N.) INTO(4)CEILING JOISTS.OVERHANG — SOLID BLOCKING AT EACH LOOKOUT LOCATION MINIMUM 2"TO AVOID SPLITTING. WITH(4)0.131"x 3Ya"NAILS INTO LOOKOUT (2)2x_SYP#2 DOUBLE PLATE (U.O.N.) MINIMUM%s"RATED SHEATHING CONTIUOUSGYPSUM BOARD TO BOTTOM OF LOOKOUTS ��-2x-STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) NAIL JOIST TO GABLE STUDS WITH Xle RATED SHEATHING,EXPOSURE I (4)0.131"x 3Y'NAILS @ 16-O.C. FASTEN WITH 0.131"x 2 Y" NAILS @ 6-O.C.ON EDGES AND TOENAIL GABLE STUDS TO DOUBLE NAILS.ON INTERMEDIATE SUPPORTS.(U.O.N.) NOTE: NOTSOLID DECKING MAY BE INSTALLED IN LIEU OF PLATE WITH(3)0.131"x 3 Ya"NAILS THREADED ROD ASSEMBLY AT LATERAL BRACING AND DIAGONAL BRACING. LSTA18 STRAP @ 48-O.C. NOTED SPACING(SEE DETAIL ON THREADED ROD LAYOUT) CEILING JOIST(AS NOTED) 2x-TREATED SYP #2 SILL PLATE SEE FOUNDATION DETAILS. `�--- _ N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SECTION - TY SD-2 SD-2 SD-2 A v � w w w w Mrn ----------------------- o C-) 6"M-- ---------; +---------%' -6"MAX. -rn-I � J _ � 1 r o C - n Z �'2 Z C_.) vv D r � c» z � o � Xoo0 LOo o �A74 � mzOoCm P � Z � vv mrT ' Z '�, csOG) � � O o m o= D m m m Cin D £7 1"Il � m � _ �z � _ r� c -< z M e v � O G) r m +; 0rnNw0a `< � m M me c� D We O� D c� Z Wv yTo Oymo � � O� r T. co� r 0, P � � = r � NTr � N � ZZ ?x zz �x Cu ZX - nz � cci� N � � ccn � r�i G) W vA G) oo MA 0 ;5C Cn M X = z G) �� -° crn G) 'M X, x �^� x � in G7 X71 � � � C z m 0 Cz m Z m -n I _m Cn !z � D N � � z =i z o m m oor mW 700 m0 � m0 Or r- � 0 c Z -MA c � D o o w vm � co = X ?cn = O = C v O l K = m iv N m � - c') > n Z v m W 0) 0) W O � W o W >e -i cn m m D 00 m X � 0 0 0 W > rnw `'' v O M N W W W 0 '� C) z Cf) N m v v 0 � w z > m-n C) M m m m z m rn n#, Cl)m a CO) K X m W nm -Di D O c c r Pco r- Cu N -p m A r11 r- c O o 1711 � c� v z v M -a o, M -1 c M D Ov ov rr o W Z IT! 0 (C061 N v > A Q C Z � w M` C=1 Cn v __ r ( O r 00 M n o Z -0 = D m w D � Oo Axl - C m / T Zm� °° � D W � � z r -3 ;0 O � � � � G9 � 0O � 0 z T ZD In �� � R1 T C-) - C7 cn c W o z C) � o moo < -1 m E5 4r— r m D� -o o ; CZ a,Fn D O v -i v W G) 0 z 22 o\ W N N � / � m co -0 Z Cn � m o z x m z = o m� �x m�x O m /. ,° -� v M .� v r = 1-1.7 M C D ( W e m Cl) v-i v a' W Z l v m 0 p Z P O `2 n = m O D T Z r (/) cn W N cn r v cn o CC WO w 0° oo r- Z O v C� m 1.7.7 D I ------•--- c`� r= O v O Cn R NZ �D N v ;) � m W z C aCC D v7CZ� O � lNn ° ° ° I • _ p M � o r Oa rW- fv mD �zv m O � - z mW O rn cn n z c C7 D c � -< -a --1 W � .� O O m rn � D D S c Cl) m T mem D c �, o � O 00 v z cn v v cn o; P� n Oc I - - Z C -i zM -+ c Cl) cn r z v I W � m * m D -4 O W m m c v O ---•----- — Cn C m y �v n1 v -i -� -� D cn m m y =i mr = T O c Ov- 2 W _ �• z r _8 D � = S Zti r W n ' r C Z m , ° .� u D0 (n OZ � rDm-n ; -gym -ix O r m = O C/� O = 0 � JIM D m �p� C -_ S _ M � � -r m ZCDi�O � ? rn D ° ° n = m � r ZO CJS M = m a -{ o c , = O m 'M� -0 O O -o cn D Cn OZz� M rnax � m � z 5 vz� x > 0 O C „ u' z m � � m �_ ' cci> m „ c) -I = m mgt w P r'11 C!� \° ° -I o � 0 vm O z z Cn " -i c -I r c cn 9 v O MLG) z � o C =s 0 0 \ 0> ^ya -° zm n = m 2 m - z a Z oo ? M \ v -a We -1 Dz = M C7 > �� v = z zm Cn v o � D m = =-1 z v � _ m r == c m Dr oCa ro C/� N00 cri� v CD \ ° IMPIll a � p m n zv O =\ m r `n D � � o� ; \ M cn vm -i m o Iii con 9 m = � � _0 z -mio .. D z T W = G7 O Z O m �O Z R1 -i v IT! M O m O < p w 11 I I II II I II '1 II 1 I 11 II I 11 , 1 1,11 I 11 A I I = m = m = MM Fn oD D M r M r M 1 \ 3"MAX. r= O r r r 3 MAX. r- r \ X 0 z _1 3"MAX. z rn O rn -1 -0 0 Z O !-< Z � W I D .Z D � DZ � Z O �' O = D D -n-1 ;:0 -=1W Cu v m cn z my ...� W -n z v m A ca Cn Z - - Z Z D � m O Ce7o Z r- m zo=o O m _ _ _ ZO - - x = x O 5: ;3 9 � m Cl) .i � � � � M O m 0 m 0 0 0F2 m I= 0 m w W 0 zZ m m or- zo vD m a Z Z 0 � v x = w v Z �7 �'m z n v m CC v � . z c � C!� z v D cn v N -i w v Cn C/� x m _ <",, OC C!) O =v �' m C v v m cDi> W v v or° m vDi -p D o o M I o „ �' x' oo o cn !?� z n 5- D x z z x m 55 z M p W m 0 w aco M -1 v z c) v m m -1 v m G) 0 0 to m r' o O 0 — -'m z lc) m b �C m 0 c ) Z oc _ r 0 m v 0 � m cn m m w v m r' 0 = m o 0 � m m - W m O - v - -P O`< m D v v v D r 0 rn o T O D r .. m z D -r1 C.T� w _ m=i �v Q r �t co v v -v m -{ n r Cn D m -D OT z o D G7 0 m o G) O N m n o _ cn= A v O w cn O v O p O > M 0M M O O = m r> z5- -4 � m a "';iJ DC-) c� � W o r m z � W � m r Cn O m D m r O -1 -4 � v x r m r O D v, m O z r Z (11 -< f7-1 T--i r " cn 70 0 m O w O m v c D fTl M n Go 0 W Cl) Z D - v W Z Go X r ii CD F n -n —� -� W o ado T rn = x �D m D oc - T I-17 8 m Cel _ m M Z v� m a O �' M �' �, � � ov m � 0 z m 5 �, c O m � x pr r Oro r- m M 0 m -1 X n-0 M - o � 0 - Z n � � o � CPQM _0= n my m F c n � � M � z m „ 1V c m o M m v Cn F o o m o -� v o v - - - - - - - - - - - - - - - - - - - w -i p \\ -1 C7 -I p \\ C -------------i (n -m-1 \ -ml \ Fn- \ -mAr\ -I M I \ M 1 ___ r M r r M r __________ ii D D S l ----III C'� C7 C7 C7 Cn r Z z Z Z Z z Z W m ------------ ------------_ II > n > n n < m D Fn rZ _ � rZ rZ E:X -7^ g T g 7 Cn z M � W W W zzwo c 11 m � 1 1 m -0 m � Z G) 0 'iDCN � M A 9 Z Z � r v W m -oz oo zwo c v OrOo m DDm r v oo n yz W zzcnc) c Zv D Z O m r cr, z z Cl) Z 1-17 z z W z cn W P n C/1 rT7 O O cmi r v G) -� v -�o W Cn 1-1'1 0 G) o P G p � c 8 - p c --i CA O ---------- �7 a z Z -i 0 -i r = -0 700 � c - 8 - - O P v 8 m OW m -i -0 � m W Z 0 m z z r _ p rn m W m y � � z - M r z � W mo m W z z oz z = z -_1cn �r m m z c) z o � -i � �11m z m z < 1— m z w G) z �m1 -a 0 --1 r m z r 1— r cn D O r 0 M O Z Z -Cu m O c 1•'I'7 r D _< * z D D O m n D n Z D 2 O n-0 D In nG-) ------------ T M O O - r.0 r zoo �_ < ° � w m0 ,_- vcx < _� m � T1 rn < � r= � vp � mc � � � N� m � - C-) 1CT7 v = Mo� � Wvm C) 1CT7 rm- z m v � z ° �^ rm- co-+ = C GZi rn oz Gzi ;Mu -n r _ M c m 0 0 � 0 mvn w vm 0 rn w rn - -amvn w mm � l n 0 r = m m e m cn m oo c C o; r r z z �_ � oo v � r cc: � � � c oz -' r r c n � A cvCn � � c oy -' r rn !<— Cn v r -+ r U� cn Wr S x �' W -i o n P 3 w -i O -� o �+- a r- -� c c 8 �C8� zIT! -I m z z mm z � � � 0 �m W -1 v Z 0z om Z � c � 0 w+o cn �' DD _ IT1 _ - - - - - - - /� P Oa r �' _ �' m p Cn v -1W � � z M =Iw m p v r - - \ - - - - - - - - - M C7 ca z :c o M C o _M0 ;M0 � vOm cv� a'i C m UD c = �� z �� w �/ - m -1 0 v n m ---I z W D = -1 Oo D _ = pr O _ v m O m M W Z w = O m m W g O O w ao m O m m O �� ��, a' i� :L7 O m o n� h � c) Z C- Or �Oc Z = � 9 m > Z r mC n -.^ v D Z � in � z Z m 000 rT1 D vz -� z -� C m �z? 0 I'7'7 v c co Coa 3-u 0X p v O v a o ro pM X v v M 00 = 0 = M O Z . v n o m m pzp � c n c m m � < c m Z m = ;0 D r O O Z -� p aTo D p p W v v � � W v 1.77 °r° "' m m oro v MO mrD^ .. � r O �" m r �Tl m c„ -0 z Z rn z r-IT! m cn r z z m Z .-I ;u � A v v c r- s �J r D . D D � F Doo mCv IT! v -1 W r" r n 1rll Cl) Cn rr- zm � M my Z 1-11 m m � m m n D D v D 9 � O rn r z � - D Z � Cl) m o m c>,, o C/) Qct crn C__ vo M � If) C__ - - - - - - - - - - Q X ------------ / . III I III —i C 1I —4 Cn � Cn Cn -ml Cn Crn-3 C/) Cm's oD � _ � _' Cn o III r 0 z z O \ 0 \N zn zn -no � a `o_ 0u) 0`-- a ZZ \ 0rgm0 00 oco = r -cn{ v)i -i -vir Ill M ii m m D C7 \ -rG m „ v w o -i x o z cn � w i+ z < m � � o = cDn � V _ = 0 �v "aO Q x rW-r-• z C m W w ,D-- _ C)o -n v o F C7 r -1 Wr O ^� g w z 111 r w G) m oro -i X yr x GOai Ww m w cn -� r m x 0 m Qr o v ilii M -� v Ez Z _0 W A m � � � �>e cn < x' oDo O � � n -n n M n m % O z Z li IM mw � w -� m Z z 0 z X or° -------------i = n..1 OIi r R, m r 0 m �' Co M v v O c� z n Z 0 Q > O O w Z ------------SII M �G z O W O m z �1 D D D !2 O c m T z m 0 r" T m m u � aro m T Z rr*1 G) ------------ CA C Z P. r m co Cn Z O v rn -i O T v � ` i z m Z z O z n � a mCn � o v $ `) Z = mm m � p o 0 = m ! z P nD DrO 8 5- :1:W Ti = o � _ _ - - - - - - - - - - - - - - - - - - - > ;;0 PG7 -1-� � = 8< a mzp M c � 9 z V mDO � 0crn M r ;0 ;0 Mm m 00 W M m � Ov n C) 0AZ O mO Cl) Iii 0 m -� M6 ; zm0 O � -4 M � M Z Z � D G) 00 v R1 = Ing v n C 0 Ozc" � "{ c"i� cDn O Dco v Cn p OC M � n o � vm MW 1100� M 0o v g P.. Zr M G-3 `n zz A X ©2005 Hulsberg Engineering, Inc.-Hulsberg Engineering, Inc.hereby reserves its common law copyrights and other copyrights in these drawings, ideas,and designs.These ideas,designs,and drawings are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering,Inc. M m < ;13 m Z n 11481 ST.AUGUSTINE RD.,#202 HULSBERG ENGINEERIJNC * TITLE: D = o . _ , - SECTIONS AND DETAILS 2 of 2 JACKSONVILLE, FL.32258 FLORIDA CERTIFICATE OF AUTHORIZATION NY _ � Z o N 11 cn z B CLIENT: cn 0 b m E � o Phone(904)886-2401 �� rte:: KEVIN E. M U L L I CA N DESIGNER, INC. m Z Fax 904 260-4367 ( ) JEFFREY K. HULSBERG, PE WILLIAM J. DERY, PE "liMps j,,-PE PROJECT: jhulseng@bellsouth.net FL PE No. 33152 FL PE No.49025 ` FL PE71e,5177 ENGLISH / FAN N I N 300 GARDEN LAN E