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' 1 22'-10'/e' m II u 1 I 1 iI U I1 Iit i I I I �'' 11 Z ~ I I I I t O �a J a I` '.1 I — Z Sa [ I I � I; s Q m SIE I Win I i, II 1 ti m IY _: 1. o 11 1 ' h O Q u I I I 1 U 4 I E- I Ri (n W I 94 I O 11 2 J w I 1 'I i ir ' 1 m F- I L, "; i I i ;; 'll I I I, I q 1 4 1 'ly i, I ' ,. t � i'.. s I.. ,I r 1 lii�,1? 11.II,t ' ,,; THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. ¢� t , 1111 :, 111 i i Al'L I1,1 IIi , 1 I`„ 1 i 1 I ,la. , 1,11 �.rl 1 pppI ,, 9 ,1,1 °I{d r „1, , ',, IF Ti ,I ii 1l� I ! � I i l I 1 � 1 I - 4h 'I . , i I ,t11 � � I [ I ` � i „R JI .II , .I 1 ( ., 1 . II,It ;;,1 ,,I, ,,; ' IL.�, 11 -I , ..� ! ,. i .; �I,: '1 : t .. . ) li ! 11 r 1 s 1I �,.I�.,�:.�z •, 'o7•a.1, .,:a' ,,, , �,,:f�s, c.,, ., d,• �,i .I, 1 I � ' I L NOTES ALL-THREAD NOTES EPDXY NOTES rt , i. � 1 , GENER/ i 1 r w, a L 1'I ` a S 9 �: ,s, FRAMING NOTES AND LEGEND 1,1' ' `; 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNEC FORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C, IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER O I �:: ^"_. ^ , »,. '' EDITION Ali, NDS,APA AND ASCE?-10. BEARING WALLS 4 O L BE SET INTO HARDENED CONCRETE WITH E X R P Y m O , , , ,C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHAL_ PO Y O E OX TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, ANO. I 1 f 'i .; I " GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. STUp MATERIAL: 2x No.2 SPF, UNG. I " s l," . �,,C 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE w '°;� ,, I I ` , 11 I I HEADERS: o , CODES ANG AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o w I v r ' ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: ALL HEADERS ARE 2 2x6 No. 2 S P WI H TW `� ❑ ' I'" �.'� � 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF O Y T O KINGS AND ONE CRIPPLE, r z SII � . f _ �'� , I UNG. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148 X ¢ I COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. 3.5" COMMON NAILS AT 12 ON CENTER. USE OSB SHIMS AS NECESSARY TO 1. t -i ''V ) A I "'1 'c Iy , •"x l t l i i , 1 {1 I: i f Ii', I': I .: Z MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE w `I , t t' i'r,"',°' I 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS .o THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN � z 0 ; OTHERWISE ON THE PLANS, C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. z 0 HEADER NOTATION IS: .0 ' I D. PLACE ALL OTHER RODS. � a. w0 1 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 ❑ j i 1` OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. NUMBER OF PLIES IN HEADER w i "'" I SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH NUMBER OF KING STUDS o �' y 1 f I , 1°f J. ., ti DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 2 2x6 2:1 1 1 ;I ,1 1I!�, f it I ;I I ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. �� I I I I I 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. ' I t'i1 ,' i 1 , k, . I I 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO L NUMBER OF CRIPPLE STUDS 7 II ' ' ,' r I 71 ''_ THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL 6. MINIMUM EMBEDMEN - INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MA ERIAL A °D , I' I, T OF ALL THREAD SHALL BE: T SUCH S SIZE OF DIMENSIONAL LUMBER N I '` I�"i WATERPROOFIN ECHANICA LUMBING OR ELECTRICAL WORK LAITANC US IR ND OIL �,,, (I ' ' , G, M L, P E, D T, D T,A w o ` , , 'I J, I ,i¢ i, .V ,° , " ^ 6"-TYPICAL WALLS, MONOLITHIC FOOTING ¢ I `I ' I�', 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE SHEAR WALLS: z ❑ I s r 1I 'I` � ',O ` 'i '` , I 1 i t Vii, " EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS AND SHALL HAVE NO LESS THAN FIVE ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE o I l'� ' �'l l I°` ii y', }' NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC > d , -;''i ,,i: { I,, I I ,it,, p; I k w I �I ` ; t"I„P 1 ` , � r,' �� I ''''' i' , r i ��'` INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED z It i" 'k.� tlti I I III i';'' '',' „'` II �I `° BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS IF ANY �` !i .,I it DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO ,I . t I, L I( j I i °; C III ARE NOTED ON THE PLAN. t �' a �I z � TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. I } ' i MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, 11.N.0. L i I } l ll j `s j' , r ;' 1 r CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE i 11 I SW -#IS# SHEARWALL LOCATION 'I,i I,!I� t Ili 11 I> �I, I RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, iT IS 7� (� ,, �t�g� `I ' f ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW I SEE DETAILS FOR FASTENERS II ' I I �; 1' ;. �I ` t III I', "_ .i OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" III I , CONCRETE NOTES O II pp I ,I , I ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. ''EI 1s';il ,�1- ;., I I, ill . �' II 1, I �I 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. SHEET NUMBER I l� il I1 ! I , i ( 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS U I III ^1( ,I , I',I , I 1 E " 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM DETAIL NUMBER Q Z m "I It �� I I� I, ' 1 OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 W M I THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2". SHEAR WALL DESIGNATION Q N II �"' W '`� 1 1 AND 5/S5 FOR STRAPPING ALTERNATIVES. 'ri 1 N�Ii1 �I I ,� 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED Z I 'I ( r I II I _ ' I; I , OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONVENTIONAL FRAMING NOTES PORCH/GLULAMBEAM Q ISI IIGI I: �'I'i 3 I Y. al� �I l'r III 1 , t E I PRIOR TO POURING. Y i t:iI„ t; r 1 1 i, 1 I I I 'i 'I I I k I , I 1, 1 r I I II II I I+ f ; , l,l 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP, Q (� 'Y I` �, I`; iI�1, 3, "+ „ . II,' 'II''I ' ,`I,;! If ,t; ;: t II ` 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, INTERIOR BEARING WALL - O Q til`^ I?itl 111 rl �I I `' '>w'" "" '° 1, I '� "i1, COHESIVE SOILS QR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. W W II I i �ts II, lI r I' 4 1 JiI I Irll�l� m t �, ,I I I ' "` t I I MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 11 it ,1�9iI ,sl II ija�,1,I itl� -I �i II ul t I. t I I. + til I'1,59,.. , ' lu.. rl 't: , k il� ---� U Ii' I Il I, r , 4. FOOTING. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 1-STORY THREADED ROD l It I t P ,tt1 I I, ,VIII ' t r d1` 1. Ix , jt, �I , 6 I ` I M zl t,l,.,! `.v,t 4�,, l 1 , i,,. i m .,. I , P I - � � z II. Z {i {,:', r�,z +„ 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM A615. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. Q I 1,l r t 4 �� INDICATES GLAZING CLASSIFIED AS END ZONE. J �I 4 y,,`,✓t, , v :.„ 14 i, ,.,,1 , i L,:; 1 p , , " ,, - _ w 1S q rz,,. , ,: ; 1 I, I, 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH 5 8d NAILS INTO THE EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF m . ,t""' O (§ STRUCTURE WILL BE CLASSIFIED AS INTERIOR Q I RAFTER AND(5)8d NAILS INTO THE TOP PLATE. ZONE. SEE"COMPONENT AND CLADDING DESIGN O '1 ��"r�I ,'�a'I I. ` I`r, 'Is"t4 t r° i I ' . WHICHEVER IS GREATER. W I, rt11i M"77x1. If,'�1' I !,,, I 'I., 'r M r'' r' Y v 1' , ,.,"', `",,,l, l t ,,I 'I I v+""';;: l I, " },� ,', , , ��' `,` `'j` ,_ ',„ ,I i„ �" ,Ik•,; 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH 5 8d NAIL,S INTO THE RAFTER PRESSURES"ON COVER SHEET. O "' U I4, ii 1 p7�I 'I" ' 11. 1.}' a ,. ,I° V 1:, , `t It„,11, V (� 1 ' fir;+ ,l,Il°ItI 1 Ili I I I� ; t If I r'I ; i l I,I "I AND(5)8d NAILS INTQ THE SLEEPER. ' II ,,,t , rl iI',' r ;i,,,I;, ," I II d`i r., , ,1 I t I, 'til, , ".." ,, , ,I`;�`t ,�1 Iti "n I ;I r I,I I ,I ; I 1 �I ," ' �[i 1'I I ,I 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; I 111.1, 1}'t SIIli, III}, 1I k - 1 1 11 ,I , i 'I Y1,II': I I, 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. GABLE BRACING LOCATION. MOM l �, Ii I'I .gI l , 119 rll 9 Ili W sl `' I! , ,IItI I'{.,,I1,^I 1 ' t i I ': II , � ` 8.2. 2 FOR CONCRETE EXPOSED TO EARTH AND WEATHER I I}1' " f`,�tl 11, , II I; , 1 ,iI li I� ,, ' i,, _,f, t [i I Ili (1; 8.3. 1 1/2'FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1-1/2" NAILS. Idt lIIII I,If ,,1 Il ,I ' , 1l 9 t - I i }lI ) II r ^ ,II t i ",9, "I REINFORCEMENT. U I� '. ° i,'I I 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH 1) MSTA24 WITH 11 10d NAIi_S IN VALLEY BEAM, a , il, s , , B" 7 1� II�� I 1 IL,:. (' =le ,r �.,1 I, ii, t.�i 1r 1,,, ( ) �b 11'rl' ,,t ; ,I� ' ,'` I' I f� ' :#11 g' �'" 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING 11 INTO STUD BELOW I 4l lI �f^I t, �a, �� iy,, . I,I , ?1 �.11 ,i11,''I ' I ,11, tl II t , I, I y' 1 tlt I' INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE j � '`L } I`I '4I1'I 11 1 I� 1 i I " 1 a , I'' DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 10. 2 6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF `� I C ti't II .- �' O Q r f .p'I '} I k 5r i I 4., N !I ,I',4y1 1111 1I,I i I Iit 'I` ii'I' '" I V I I';', COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. T 6 I ;, I �l I�I I, l II I I I, I` i 1 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL, CONTACT ENGINEER OF RECORD IF � s 0 > 0 N �`' i 11 l,,a i i' I I' j.z s, I U,. t l„' I' t , STEMWALL WILL EXCEED SIX 6 COURSES IN HEIGHT. 11. ALL SLEEPERS .:ARE FASTENED .TO ;EXISTING FRAMING WIT 4 16d NAILS AT EACH 3 (D m o. m o I 1.5 !Y I, I t';: , '.i':•,. +y ,, Y 1 1 , 1 :�,1,:,r. ( ) :z (0 I%-.;, 1 1 ,,I.,4{ `: . M. L. ,fI .r. a I.. , It 1,:r , t ( ) I.. II ..s... t, k.,-,... i... .. i Q. @ ' : 1..0�:I., , , , ...k I sp I'.„Jr 11 I4 ,r:: I I . .,. tl I } tl kf,r„ , kl,: 3 �;;t, f,lt�, IY,,{ 1.U,3a INTERSECTION OF SLEEPER AND". ..•,.;;, , Y ,I ,, i i . „. V , alk , . ;..° EXISTINGfRAMING. I I ' i II, ,.i ,�:l;iI I, II: I`2� ` #1 ,. � I I:. qy u I .., tll.uk 1'Qi I ,,I' I I I:: kis l3�t I $ '1 } ':!' 4 . I� 'I° 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 1, i� �I I I, JII �� ( I S I I j i : - �.It 1+ w I `, 1 [I_`p+11 III; ,,` IRI�i� STEMWALL MUST BE FILLED. .� Il " ,Ili ,LII, ,I i, I I XI, 1 r 1 ,It Po I i Ii ,,� DOUBLE 2X12 CEILING JOIST FOR RIDGE n ��` " R t 1; 1` �� ,1` `° FRAMING NOTES �`� BEAMsuPPORT, uNo, - II I , I� I, ,I �, `� i' I' ' +I#, ,�`'1 �� 'I 1111, 01+ r'1 I i I 's Ill, ROOF RAFTER I , ',r " „' r1'll 1� `I 'I`I I+ 'I „I; r t, I a, ,f I I I 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING 3 ,} ;f� i141 ;r �. : , I ; I r I, I'� I,r ` r it �t I. 'i. I n' I 11 ,c , .i'J,�,i '' , y r,' ,r " is :fit I1 1 ll ❑ C9 11 I '�,i i ' 9 ,, ' ' ` r '. I l d � I .I I 11", 11 11 i r\ .+1 {t'H q :I II C . I p r '{`,` ' , , �, • �r { V �It , I 1 I' I _ - > ., , I �l 1. t f �' t. ) {n I $ W 1 I If 1'I . I II I 1 0 I s2'_1' i S1.01 FOOTING AND SLAB POURED WITH 3000psi Z 30'4" 15'-7" 1s'-2^ VARIES WITH GARAGE SLOPE I CONCRETE WITH FIBERMESH. SEE PLAN I ( f ( � I I ` ' I ❑ �� 11 I Ii�ii r ll l I I . �z F- I ' 'I ,I, i I � FOOTING AND SLAB POURED WITH I ,I I FINISHED Z ° =� : -_ F I_�lll 2 a _ E T B R SH. I, Ilj� 0 si CONCRETE WITH ME S1�01 GRADE ° ° _ ° 30 E --------------- 1 _ P E ' ' I s1.01 _ III— a � F_ IL `" I =1II�I I — - __ I d ! — _ °� ° I — I U I I I 6 MIL VAPOR BARRIER R 4 u) xI —� _ ER O EQUIVALENT I -- - —� r ',.. -I I ° a d — —_ ----------------------- J L --------------- --------! i I I��) II I�.. (� WATERPROOFING BETWEEN COMPACTED _ I i o u❑i I d I I - I I— I I ) 6 MIL VAPOR BARRIER OR EQUIVALENT to I I 1 1 I I 1 SUBBASE AND FOOTING/SLAB `� • l 1 1 ''II I —�I I- _ _ - WATERPROOFING BETWEEN COMPACTED r II — I I� L I I 1 — I I I ° -1 1 1 I i I 4 I 1 11=I —_ _ 1= 1- _ _ _ SUBBASE AND FOOTING/SLAB �I 14 i i SIN I I S1.01 I 4III 1 SIN -1 - X_ - 6, ONE STORY: X= 12"WITH (2)#4 _=1 I ` I I— I I �— 1— _ „ O —I ( —I I { I ONE STORY. X-12 WITH 2 #4 I I— TWO-STORY: X= 16 WITH 3 #4 - � �i I 30,x„ I I r (— I - — O S1.01 I 1 —' ' '—' ' '—' ' _ I TWO STORY. X 16 WITH 3 #4 I I THREE-STORY. X=20 WITH 3 #5 I I O co , i 1 1 I 4„ 4' 4 I S1.01 O —III— THREE-STORY:X=20"WITH (3)#5 l I I� _ a S1.01 I 1 I 51.01 I a I + I ii I I I I ONOLITHIC FOOTING SECTION STEP FOOTING SECTION I----------------------_ ----------- ------------1----------------------- ---- I 2 Z ❑ ' I 11 __ _ —_ ------- ------------------- ------- ----------- T 1 > 6 l 1 O ---- -- --- w z I , l ,i'i 1 1 I II f , 6 5 . ( I L'�I Ii i S1.01 S1.01 1 I l II I I ,11, I., 1, 1 i I I �i. 1 I I� ' ' I i I d i I I I U� IIS� l I ! I1 1 / i I I I V 3 r F I I #5 REIN ORCEMENT DRILLED AND EPDXIED. MINIMUM I I' S 1.01 Iif) EMBEDMENT INTO NT O EXISTING AND PROPOSED IS 4 . I�� I !{ ; I ;!',' I i ! I MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". O W 4 M I 1 FILL EXISTING PIT WITH i I , �{ 1! I I CONCRETE TO BRING LEVEL j i I MAXIMUM HORIZONTAL SEPARATION OF BARS IS 48". U I 1 I f WITH EXISTING FINISHED I I I Q Z I I I FLOOR { II 2'1 I I I I 4 SEE PLANS FOR CURB HEIGHT � LLI N I 1 I I Y; I � L .1 .. ° ° �_ N W 1 i l �� 1 i la __J -- _1 I , III; 1, II =III— --- f l l l l l l„ 1! , 1111 I l i i I =1 ► 1-1 U � Q M ;, i ( I II III-1 I I= — - —f I f — =--I ' I I I -- I EXISITING FOOTING —I— . °d —1=-6 MIL VAPOR BARRIER OR EQUIVALENT I— — � 6 MIL VAPOR BARRIER OR — Q �n 1 I I ; " . i I I I �„ =1 I I==I I =I I =WATERPROOFING BETWEEN COMPACTED SUBBASE 8" 8" 4" EQUIVALENT WATERPROOFING v W W III—III— I 1 I I I= BETWEEN COMPACTED SUBBASE I I I 1 s I 112 1 !— • j _ AND FOOTING/SLAB - m I, I 11 jl I I 2'84' —5'64„ 9.24., ° ° — _j U I ' , ' I I I 1 IIII—I I — — —I ) _ AND FOOTING/SLAB — s I — F_ 1 , � I I I _ I I X- 12 WITH(2) ' I I I i—I 1 1= 11=X 116„_ Q z I I 3 I i I=III ( =111- — 1 I Ii i I I �' I S1.01 1 I I I — I III- ) _j 11 I CURB STEP SECTION I 1 I I I m Q I) ---------------------------------------------------- ! I r -I— I I 3/4"= 1'-0" ! ; 11 ; ! I r J I I I B NEW FOOTING TO NEW OVER—POUR o N I I !. ! I — — , . I -� I 3/4 = 1'-0" U I I I L----------� ( ) II,: 11 ' , 1 i l, 11 I I �� I I L J Lr_ B � ` 1il I I d I ( b I /� I O I 11 I I I � I I m I : '.�� t 1, ! I11 I I I I � 11 s �I 1 ( I) 1 I I I r—I—� 11 i'I I I i i 1 I ! —I I 1 , I --T- I I - I. 1 I � Ili �.� 1 I I I I I i I I I 1. I i I i I I .I '' ,� f` I 114,E I ! 5'104 { I + ' I I C 4., f I I ,I xT a 1 1 I i P f I I 9.,�� I „11 I - i I I I r- >. I I o r� �1, 1 11 I I 1 �7 � FOOTING AND SLAB POURED WITH 3000psi FOOTING AND SLAB POURED WITH 3000psi N 1 IN ii I I i 1 1) I `1%_ I B CONCRETE WITH FIBERMESH. CONCRETE WITH FIBERMESH. N i I ( 1 ' f :11l' I I it ;: J �,� 1 I #5 REINFORCEMENT, DRILLED AND EPDXIED. MINIMUM #5 REINFORCEMENT, DRILLED AND EPDXIED. MINIMUM C9 a) C� CL a� o !I I I' I , L" ,I 1oi 1 I I .' 11 , ' 1 1 a,1 _I I,. ., I .. I I M I � „ s n m "' {I, ; ,; ., I+ ''1�ll ,�,nrtll ilk` -., . ., _, EMBEDMENT INTO EXISTING AND PROPOSED IS 4 . ❑ U ¢ ❑ 1 I 1 EMBEDMENT INTO EXISTING AND PROPOSED IS 4 . 1 � ,r ' I s� ''`,, ' Ill I`1 il:1 " t`, j z - I I A I MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". I i� 1 I I I u I I I I I MAXIMUM HORIZONTAL SEPARATION OF BARS IS 48". (1)#4 MAXIMUM HORIZONTAL SEPARATION OF BARS IS 48". f ,, I .11I II r ' I I I 4., I I -I, " I I I 1 �I 1 '� I +, I i �1�1 l { I I �� 1 __ (1) I V I I I I — I I d I I II 1 I I — , ' I f -1 I 1i II s I I —I —I -I I / d. -1 r fel - I-I r - - -- I LI 1 -- 11 1 4 �_ `I} 1 1 fl 1 l I I I I B - - — _EXISITING FOOTING I I� 1111 ! I ;' 1 1 I I I I l i =_ III—III _ 1 1 ,' I `�I I III` 1 1 ii I I I I 111 i I I 1-1 I—_ I I_ I I—) I f i f- V 31 ,,I . , �I ',, III I �I -III- I I — I I I I -I ,I I ?I :I I j` :i� I „ I i I S1.01 I C ! 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I t � I I I � I I ---- MUST BE WITHIN 3"OF THE HEADER TOP PLATE TO GARAGE HEADER I I I I I I �� i i � I l,z � I I � :. ; � I � . I I I � < I I I �I'll I I III I -" I- � i :i I I I � ! , � I I I ,,I I i� I t;4 l � I I I I � $ 1. i� � � I I I I I � ! � I I I I I 1 i::I I::I I I""I� I I I - - I I �l :, �Ii i I I l [ 1 KING STUD,TYP BOTH SIDES OF CONNECTION:SIMPSON SPH AT 24" l`_ I I I I � I 1 I � I I � I r9rq I I I I I I � 1 1,31 I I 1 I i t ----- 7/16"OSB ROOF DECK FASTENED TO "I, I p. z t , I . I i I I lipi 11 I I I. I � I: �141, t I i I � I I '. � OPENING. O.C. WITH (I 2) 1 OdXl-1/2"COMMONS. I I I I � i I li� I � ,1;, ��!! � 1 ,� , 11 t I I . I j., L: I �� - � � I � - 1, .1 � I . I t I j I I I I I I � � �I� I 1! I � ... .. ��I,: ",it I I j 1 � i I I : FRAMING WITH 8d RING SHANKS AT 6"O.C. I I , I I I I I I ; I !: : 1 1 .. a) 2 1 1 , f��I I !�i i, I i!�, ,: I , �� , I 1 1 t I! I � ill � :l 1 .11 � I I i r-- I '. .. I I I I I , I � � . I 1; .. .. I -0 [ 1 " I I I 111 . I I I I .. 2 ,� ,�Il � I 11 � � � I---- . . E I ��, I I! I I � !�� , i , 1 I I I � I , : I I � I , 1: �, !, : I I' ON EDGE AND 12"O.C. IN FIELD. i : , l I� t ; I I, - z 0 1 1 I It I l I It ,I i ��t !1 � I 1: I t I I l� I I I =3 0 0 1 1 1 1 ! � � � I : I : I I I I, z I � I I I 11 t I I � I :, l SEE CONVENTIONAL FRAMING NOTES FOR TOP PLATE TO KING STUD I I , , , I ,? I , 11 I i I I I I I I I I . ._,� P I � , � 1, I I . � 1:�I t� . I I - -0 . 11 � l � � I , i I � I � ! �� 1 : -_ I CONNECTION: (2)SIMPSON SPH WITH 0 I 0 1 � ", � l l , I I � ,�I I I, I I 1 : : 1, t � 1� l I , 1 I I 1 RAFTER TO TOP PLATE FASTENING. 1, , � ) E I I I � � I I � I � [ � � I : I � 11-1 '**,� L I � , t 1 2 1 ; �� " l , I � : I I i I ! I I - 1, I ___1 (12) lOdXI-1/2"COMMONS AT EACH I I I , � I I . I 11 � � � 1 � I : : I I : t ) : � --- NO.2 SYP HEADER,TYP. SEE .. -, 0 0 1 ,�,, " 'i I I f I i I : L I 1 t I I� 1, , , , il, � 11 I , I '' � li I i , :! , END OF HEADER. U) W I': � ! I I I � I I I I (2)2x NO.2 SYP TOP PLATE FASTENED i , - I l , ,l I� I � I , 1 I ! I, , I I I I I � i I i I� I t PLANS FOR SIZE, PLIES,AND - :) I . I ' � � I �, I I I I : I i . �� 1, : I � I : 7 I � 0 I I Ili � , I ,� t � � � ! I ' � - , : , I i I I � WITH (2)ROWS 1 Od AT 16"O.C. I I 1�� li � t I '4 1 1 1 I I : I t 11 NUMBER OF KINGS AND CRIPPLES. GARAGE DOOR HEADER. SEE U) I , I I I t 1� I I ;l I 1 , I I � 1 : t I � t i STAGGERED. MINIMUM 24"LAP WITH (12) 1 I I I . " i I I ! �� I I t : I I I � I � � l I ,. I I I I I , 4 i I ---------__________ 1 Old IN LAP. � I l I I 1 ! I 1� � I 1:� I I �� I : I-, FRAMING PLANS FOR SIZE AND PLIES. I � , � : I I 'I I I, 1 � I I t'l� �, I � : , 'i 1 I I I I I 4 I It , I I I ' I� I I f I i I � , , - I : I � 1 , I I I I �:: I t : I� -- NO.2 SYP HEADER,TYP. SEE I , i , I I r i 1 I I . , I � I I : � I� : i I � I�it ! � I I I it� I I I i I I � ! I I � , I 1� 1/2"ALL THREAD CONNECTORS. SEE : , I I I : � I : : I , � I 1 I � y I I i I t �i � 4 � PLANS FOR SIZE, PLIES,AND I IT I � I 1 �I ! : I I , �I I I I i L I I :: I 11 �! I - :;t l I I I I I I I I I .i ,, I I � , i I ALL-THREAD NOTES ON THIS SHEET FOR � I I I I I I I � I I I � I i , I Lt�I''t 1 't � �! � 1 I I � ; � 1 I . ____ --_ c6 . 11 :� Ii I i: � : I I I I I NUMBER OF KINGS AND CRIPPLES. I 1 1;!!::! :I I 11, I I , I � I I :l! 1 :I . : , I 1: I I ,, , I I I I I �;Nj�'l i I� I � � � : -- KING STUDS &CRIPPLES: (6) 16d 1� I � ! it I I � � I � � 1:1 I ! ,,I , INSTALLATION SPECIFICATIONS, SPACING I i�� I r I ,' , � I e I : 1 � I 11 i I I i ; : t i I � I � I I i I I .I I I 1, I I � I I ; N I i i ;1,� � � AND EMBEDMENT BETWEEN ADJACENT KING STUDS ,, �t 1:, i I I I I; I W C) � , I � I : ! � I I I I I , ! � I I I - �__ ON NAILS @ 8"O.C., ; � I : � I � I I I I I 1 : i ROWS 10d COMM 17- I I i I I � li � I : I: 1: 1 I � � � I I l 11 � � . I ! � � I AND CRIPPLES. - I I I I i�j, I I � � I I I i ,I : t : I ! "OSB TO I 0 ,I I I � I I . t � f STAGGERED. FASTEN 7/16 I ; , I I � % I - z I I I I I I 11 l � il I I I t I FASTEN 7/16"OSB W/8d @ 6"O.C. ON I I , � 1 : � I [ I I i I I EXTERIOR OF RETURNS&ABOVE 0 l I I , i , I �:, : [ I : I I t i i � I � I 1 t :, I I I I I I . I , t �I , I I , I !I I I I � r e : .- --_ I � l I . I I I ! EDGES, 12"O.C. IN FIELD. ." KING STUDS&CRIPPLES: (6)16d 0 1 . I :i I � � : I I [ � : I w DOOR W/8d @ 3" O.C.ON EDGE, 12" � I � L I I : � i > I I � I � 1- I � l : � : I : Z - � t I . I � � I I BETWEEN ADJACENT KING STUDS W , , i, , � , I I � � I � I 1 1 1 I — PLACE 1/2"ANCHOR BOLTS PER O.C. IN FIELD. I , � I i ; : ! , - I � -1 I 10� I I I I i : I I I I � AND CRIPPLES. f, ,( I i I � I I � ! I i I I I I I I I THE TYPICAL WALL SECTION. I I I I , I 1! 1 t i t I I t I : I I - 1 I 1 1 1 1 , I , � � 1 I � � I - � I I I I , I I � .1 1: I : I ; , I I : I I � . ,� � I I I I , I ; , t t 2x SPF STUDS AT 16"O.C.SEE STUD I PAHD42 FOR GARAGE HEADER ' 'I I � I I 1 I ! I l I � r I � t I I I i __---- I I 1 : I , 1 - I !�� , . I , I I I, : I � � ,� I '. , I I I i I � ; I j I CRIPPLES.ALL HOLES FILLED WITH . � , � � I I I I � I I I LEGEND ON FRAMING PLAN FOR STUD I 11 - I � I I I � I I I 1 1 � I . 1 __---- I ,j_______ I I I � -I � - - � , , o 5- 1 1 , f � I �: I :: I I � I I I , . I q i � � ;t I �, � t - ! � I I I" I � � �,� I: � � I I I SIZES. I I 11 I � 1. I I , - , , � I ,; I � I I , PLACE 1/2"ANCHOR BOLTS PER 10d NAILS. I I I I- . t, 11" � I I I ; — I I I I � 1. I � I t: ,I � j , I I 1 ;;L j� : :1� M ! : I : , i 1 I 1 �i ! tI t I_---- I . t i ,, , , I � I:;� � :1 � I ,� ill � I :� � 1�1 f t I I I � �� [ i - ,- ICAL WALL SECTION. �, ,- I 'it 'it, I I ,� i � " . I �� ilii I 11 I t It I I' I t 2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2 THE TYP I , ,� "�, t, - � 1 �11� P I l�:: �� ''I It z ql� A , 11 11 c I I r I : I - V , //,/ / / GARAGE SLAB I I I I ;� lit I 11 ;I, 11, , , i ! i: I U) � � I I I I ir, ' ' I �ii�t� ! ,It . : ! I X, / , I I� I � I ,t , , I i ANCHOR BOLTS AT EACH SIDE OF BOTTOM // ___, � I I Ili , I l'i; ''I - � !jl ',� ,iIlt I I / , I I . i I I j ; 11 z ,:��, ill I I I � ,__� 0� . . I � - I I �; N t 1:� !Il , �: it � PLATE SPLICES. / �/// t . I I : 1 I : � I I / FOOTING BELOW.SEE FOUNDATION FINISH GRADE I I t"It : I . I I L I 1 1 !�:1: � �t I k: t 1, I I i - /, III I 1111- _--Il , � - 11 .,,,t . I I; . � � :t � I t,;!� ! �� I � ,--* / PLAN. - ; , . 0 1 , �,� ,)I . I I : l:i , , I II 1 : � : , I � z , : I ! ; I i ii, I � I �11 . , � - � I, � , I i I i I ,� I I I I � � i FINISH A 11� - �� I v . I . . I I - W -1 , - - -I I . I 1 : : I T I / /./ .. A � � ' ' . I I = I - . � t � I . I _�, � . � �� : � : I ! :, I 4 . . I i . � t � I I //1' ' � I � I I I I : I i I I I � I I I � �� , � I GRADE 00 . � A . I . �� I . � . �D � = - I I- I I ; : I I 6 / > .. '. . � , .. I . _�:� H !I ' ' , � �. :� i 1 4, z I 1=1 I r // K///' ,� . I IFT FE I U . 1, I - I , � - �, I I / . � � . . � � � I. i � 11 � . I tl = iEdIF , 11 I I I I I 1 : t 1 l I i , =1 I I I � ! I ,� i I I -ff�7 , I 1=1 I 1=1 I I FOOTING BELOW. SEE FOUNDATION . .I ... ... .. � - t < Z ) � ; . I I i I t : � .� ----7 -�/,/ , . ..Po ,"' . ,� , "� -I . 11 . i' 11=111EIII 00 I , I i I t :I I - . — - . . I . 111=111M - 11 T1 '- . I I I ! I I I : 1). � �- , . I l� I : � -111=1112 — . FF=-TFF--- SEE FOUNDATION PLAN FOR FOOTING W co I I 1 t : , ''.t - � I I . I I I PLAN. . - - �, ry r, �� I , ''I I 11 t, I : I t I � t i� , . = : . - - - : _11,1111-1111 I I 1 4 1 - I 1, � I 1 ,�,[�f I �:� : .1 :i� � � i It - 1 4; 'I -111-11 , , , I 1�]I 1=1 SPECIFICATIONS. NOTES I I . 1 . 10 ;.. . : .,. 11111 . : t> . III c) LU N I I t 11 I t i , j I I .� �,.Ir �� I i't I I 11-111-111-111 I _111___111 ... .. 11 ,l�t I i �il t _I :111=111=1 � � =111=111- : - - z - z M 1 4 i I I � I 'it I -1 1-111=111= 1=11 FEIIMIMIEEIHEIII� I � . I , � Iti',I i � ; � I I I =1 I FE1 I FE1 I F- 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ////,-/ -It! III-111=111=1, I ! -l' ,� lj�!,,t �' ; X, �_ N '' , l�! : I I i �N : I . I :!f I ;I I� .j L'I j � I � I p , � I i : 11, :,� �il I �i :1� I � li� ��i :, :1 I I 1 � � iil� , -,: � "�! � i . � I � I � I HEI I 1E1 I EU . .1, I" �, t I I I I�� I � ;� / / -111 -I I 1=1 I 1E1 I 1=1 I F9 I F I i I 1 ",tv], � I ';I . i t !I l,l ; I' �,�j L I I 4 t U) < _j I 1, . , I ,, - - - I 1� , It i Ii I -1--1 I 1=1 I I=- ,, I � 1� �": � �, � 1�_, I � il, t I I ,I � I .11 ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP I I -111 W LL I I � I , j � I- , i :1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1` '! � ill n : .1 I [, � ! I "1-1 I I- --I I - _j I t, ' � : t �� I -111 - I � t I t, � I �, I 1�1 !:: 1:1 � I - :I I ,t[ � - � ' l 1,:l�� : pl� ; I t � �I! :,;� ''i , I 1�': � f: :� � 'I'll I lj� I—!, t 11 tt � , I � I I ;1''11 i ! :1� � 1 I PLATE. 0 1 1 3I 1 . I I � , I � I ,� t��t, l� �1 �� :1 I I I - � t, I � � I I t � : I .1 I :; ,� t I � I I I I 1" I I V ,1�, :, :t � � : I ,i, � I ! � I I I I I l I 1 4 �; I � I I I I t � 1 � i�i I t I ;: , 1�" I : I I , t ; � 11 i, �l :, I : 1 I: ,,! : 1 - � . I i :;, ; I , I < C) I 'I : � I I� !; � ' 'I I � : I 11 I ; I I ,l I I I I I I i 11 I i - 0 < I , I! I I I �I, ", I I I � , I! , I I 1 , I � I !� . I ,t � I :, i , I I I I � I � I I TYPICAL GARAGE OPENING DETAIL I � � �i I , it � I I � l ; n: � I - 11, I I � : I TYPICAL WALL SECTION TYPICAL HEADER FRAMING DETAIL HEADER FRAMING DETAIL (NON-STRUCTURAL) 11 I it I i' l ' ' I I 11-01. - - -01. — I I l� I �;�' I � 1 I I , i � 1/2"= 1/2"= 11-0.1 1/2"= 11-01, 1/2"= I I I ll I I : � I I i I � _j () I � l' I � F I i t ( ) , : I 1 �� ! � I - ,.I . I I It �' I , � i I I , : � I I 1 � , I 0 (D (D 0 ?: M �= 11 11 I I I � : : I I i : � 'I :1 I . F I ! � I I , I - I. l I I i I h . I t [,I! i � t, : I I I I I I T � : L � : ,: 1 ,: i I I 1, I � � I I i�! 11 : I � �!, i ! 11 1 i!, �t < I I F Li'l ; I I I � I I I I I , [� l I t � � I :: I : _j : i I t � I i I I I I 5 - ) I , I� I I I : I I I , i: ! I i 1� I I :I 1 7 h, [r i 11 I 1 I- I I it co 0� ; I "I I , I I ! I I : , I < l ) �, it � �: I I , ,I � I I 5 '' I I I . �I': I I I ! I I I I I I I L � I : I : ,I �, 11 I � I W I I I I r V �! � �I I : � I I � �� I 1 L � : I I t . I I I t 5� i I, !I I t I � I I t I, I �� ! � I I j It: I � ; I ! � 1 I I I , I � I � I I I I I I I � - I - I �; I I I I I 0 N I ; 1 I, ,� I I , ! � I � 1 � , It 1' ' i 1 ill: � � I I I � I I : I t i I I I I i I, I �i I I I I , l � J� I I Q C) I ,�t� I � � 1 : '' I I � I ! , � �: I : i: � I � : ,, � �, ji i�� I : i ` I I . : �l I I I ! :i: i;, t i , � I ,� I � I ; k , li : 1� U) ,I I 11 , , I I jl� I I , i I � li , i t I lit Ii I � I � t 11 I � I I t " � I I I I � I � I �ll !l � ;I , 1'2 I � I I I I ii, �� :':I I i, ! : I 1 ! I I 1! I' t 1� I � � ' ! 1, I l I I I � l I I :, I� t i 0 1 �� Wl! j I I � 1 it i I I I l i I ld ! 1 11 011 1 l� I ,,, I I : I � !L � li I �� I � �� I I . � I � I 1 : 11 I I I � I It I : �� :i� � l I I V �i � I I 100 11 , I I �� l� 1 � i : 1 I � I ; , i I I !I i 11 l 'I I I I l I I I � I, l� ! ! 1 1 1 �, i ,, , � "! I !� 11 � 1 1 1 . I l : I I I � I I � I 'll I I I � I It i � :,� I I kil'i t : i' 'I I I I � I I I I � � t:: I I � I �h: I t ,; i � ': ,I �f: i � � , i I i I I : 1, ,� ., I : � I � � I I I 9 I � li lil �! I � � , ; I I I I ,k I � t I I �' '. I �_ I I I I : I //--- 2X8 FIT Ni SYP BOTTOM PLATE. I ;l !�, �i, I . t � I . ,: . !I: '' 11 I: 11 ,1: ,t I. I , I , I I I i � . i I' .1 I , � [I ! I - .1� � I ,t FASTEN TO EXISTING WALL WITH EXISTING TRUSSES I l I .� tj i L� t � I I 1. �;Ill I I I I I I I , � , I � 1 7 ! I -1 11 ill � , I l i I � 1/4"TAPCONS AT 12"O.C. AT 24"O.C. I � : 4 � 1 1 ,� I ,,, i-: : ; I I I li t ; �i 1_� ' :� I � I I I i I I I 1 !, l " I I I I t I I i ,I t . I I'�,� ,, , r ��j ,,, I _,�! _1'11�4,1 li�I ii 1 11 : � ` i, I I , I ",-1"�'ll,�l"-"�-IlzI��,-�'��:1 I I Itl � ;,I t I, , ., I � I 1 I I! � I :� I : ; 11 - I � � I : i � i 11 I i� ;��,�,_tt,_,_ I I I i � i t, 1 . l � I I I - � �� ____—2X6 CLG JOISTS AT 16" I, � l t, 1''t l� : � � �,�,� ,1� I , l ,� !� ,l !, !� I I 1, � , � � � / ',��6�,,_ 1��Ijjt I T� � 1� : , , 1 !!- � � I I I I : :Ill ! :� , I � tilli . � ;��J t I t I ! �l 11 . I. 11 li l ; I / — __ oe '�". O.C. FASTEN TO BEAM :Ili ;: i � I I , . I I I I ii I � I I � .� , , , -lill, .? "I",-- �! � � I t 1 1 � 1 1 �% C) I ij, I 1, I I it l, 1 i, I , I . SW ��*-ti�, mo I I I ;l I I � I ,, I i � � I ��l li� �i: I 11 I SEE TABLE BELOW FOR SHEAR // (2) 1 75"xi 6"2.OE G-P WITH (2) 10d TOE-NAILS. .. .. `� I I I � � I I 1, I I >1 �;, , :I! , �, 1 � 1;% , i 1 tt I !, I �� , I --- ___I� __ .a :2 -0 0) , I I I I I j L L � , I i 1 t � � . � I �i' I L, — , I C1`1 1 1 I I' i! I � , --- _\ / LAM*LVL 0 11, � t I I ; I , -----I WALL HOLD DOWNS.SHEAR EXISTING WALL � ,� � � l I I I I 1'' . ____ > It, I I, I 1�: 11 � 11 I I I � , , �l, I (Y- _!te 3: ?: I I 1 I 1 ;�'t 1 1 1 � 11 ,�� : 1 I I , , 0 c4wl � � , I 'I I � t i �: 2 bj I I ,,, 1 1 �,I � l , I I il ,I : ��; . � � I t I i I-- I - I WALL ANCHORS TO BE WITHIN I (D a) (9 0�I - i I � , 1� I I , il 1, i� I I � , I k i I , (l , , f I I jlll� - — 2 _rz Cit. ICU 0 I ' I l , l , I 1,� ''�,il�I I 1 ,"�- , . I I I I � ,�1,I �:� I ,� - d I I/ 1 (2)2X1 2 TRAY BEAM l� I , ,� I�, , i '' I '' lit . ''11 I i., � Q () < I 1'tj,;r,,�tlt I I � l l, I I , �; , I � 1 3"OF DOUBLE STUD GROUP. I � 1-* I I I I lt� r,lil,I I !� I I �, I !,,�,.,Ij� I I 'I 1� I � � 1 � �'�r:l , i� I ` 'It; , I I , , ILI, ��;'l � '�'� I l� t:l [ il" : I � _f�', - 11 I it'l I I , _,�:, �� .1 11 Ill I_% '�,1,, !'�,jir":J��,�,)"�,.�LZ'�' I ti ,1�1 �� I I . � ,�,,� I �, I ,1 i" ,��I� T'x3"xl/4"SQ WASHER AT TOP -_ "I , I , 0 " �t",�, t ,�, i' ' , 11 � ", , 1� I "', I ,L,,,_'',I� 't, 1,L'l I - I � ,�, : , ,� ! ,, , , ,,;,�!"� ,:,. :i�;,�; ,",� � � �", t ", 04,td I" - N\ I I I "I l, Ili l", I I "'i,� , OF THREADED ROD HOLD �� ::� ; \--2X6 CLG JOISTS AT 16"O.C. I I I � I � j� � I,tj�j ii,"I I . I . , I,-,I: t!� , I ' j'�""i1j'i't I,I��,, �� 11 ,; �� i I '11�",I -il,,� ,�, 11�,l L I ": � 11 v I ;I ' 11, -t I , 1111-1 - 1 11 � I I Ill, ' ' tl 11 it�� ,,�� I . = I ,f � I" t ll ,I - � " , � , , �r I I I - f I : I I It ,,�, . - I I�";,,i I!, ,i", ll " I ,� I' ll , 11 1, I I I 11 I It , �: I I , ., I �r �Ill ,�� 'I I f !,It,,l I� -,,; I , I � J, 1:� I I i I I I, DOWN. = FASTEN TO BEAM WITH (2) 1 1 1,� � 11 I I � : I I I i, I I If �' I .1 I I - I 11 l I I � ,I I I I I : 1 I I jl� i 1 t � IL' I '' I �;� 1: �! I'll �: I I i 'l 11, .1 I I il I � ,, I I ''I' ' � 1� I, ilo �� I 1i I I ", l I . 1 Od TOE-NAI LS. I I I I I I � l I I ,� I � ), - t L ,� L , " , , ill I I � I I ! I � I I �, I �, !,I ( t ,,,, � ,� �') t Ij I� I, I , i I � I 'I" , , I I I � t 1 't"' 11, - 7/16"OSB FASTENED TO LUS24 I I I I I I I I ll�1,I I _�il t I I I � ,,I ; I �t , � tt ,[" i l , 1,�" 'I 1 .l� i 1, FRAMING W/8d AS SHOWN IN I I : i I I I , I' I i I , �, I 11 1 . I I I I I , � I! 1�9 I ti : ;: I , I� . � I i 1 I I , I, i I:: : 1 : �, , � I : �1 :tl �;t t L I � i . I I : i I , :1 I �� I I f L I I I i , I I THE TABLE BELOW � ,1 �: I I I I I 11 11 I I I 1 ! RAY SECTION I � I � I I I :I l i , I I I , I , ! I 11 1 ; I 11 � - : I � lit i, I �1 1!l :1 l , � I I I I i I I � tj � � I � l � � . i� I ;! 1"'_� 1 1 3/4"= ill I I : 1 � :! �i i � , @�31 — I � I!;I I� I �i 11 �, � I . i I : /�o�SECTION � I j�� I ,� I I I I 'I ! t'l�� I I 1� 11 � , i;� h�l �, � !� �J ��tl ;' jl 'l I I 1�1 s�:,l,, , 1'1� I � 4 1; , I III, I l ll�I "" I . - � �T �i: � I I �l, , , ,t" '. :,� - 1 z t ,,, , I I E�_, 1�t I ,;�� 'I i l f! ,: I I I iv 1 Z, i t ��' tt I " i. � � iljl' !:I � i :I � I �l I � ; � lit'. v I I Ill : � � , X f . TL,, I � 1___1 HEADER KING STUDS ARE � � : , 9 I � ��4 '' , � �! �� j, 1i j 1, I, i l� � �1 , I i I I I,, t 1 - j�!, , t I i It, i� !�l:i I j� I 11 T It t I r I � I I I I I I 11 , � �t �,:�t I � � , t i ;I ACCPETABLE AS SHEAR WALL I i 11 J �� !� 1; ,! � " ,t 1: , �� t � ii 1 �,, , �" ,I�:� il , �li 1 t, I ;ill : ��tfl I I �,1: I � "i I � I �1 , %�� I . � � t�I ,: I � ; I 1 i� � k , z I 1� I I 11 :-: 1 I I I I� I� ,,, � i i I I � I II 1 I ,� l I �I I - I 1 l I ::� I ��, I I � � i lk!� I I I I ,� I, I I � , , 1 it �, I 1, I re, ll� �l�� :l: I 1 I :� � t I I � I ENDSTUDS I 11 N �, � 1, , t I I I � I I �ll , I ,,, I I � I 1. � jl !� 1, 1 11 I !� 1� �z, i, I I t �:t, i I i . . i I i, : I 1�i I � I 1, . t i�, , I I -W I I I T I . 11 i I �I :� ; � i I I I t � '' l I t I I I , � �� I I " � , ' : 1 l t 1 !it � ,� : I I � � ! �� 1: �I � , I� � i 1 1 �� : t �I; : � I l[ ! , ! : �, I I I r . � � , i� I I I � I I i I I I t i I'' I � I 1 . I e � i I I I , ': I I I ; li I . I t t ii I i :1i, I : � I I� � " I , � � I ! t 4 � it � :� I � �i I I� '!I I I I �t () L � � ;I I I It � � I I 1: � ,� , . I t I I - I i I 1 I I : � I !I t I I � I , I : it � � I I 1 '' I I 1, I ,1� :It ,, : I 'I 11 , I 11 �� ,! !! , I : � I I � I I I I I I : 11 :, 3 i� I 1 1 1 I I I 11 I I I ! i ,�, I ----_ L I � ,I L : I I I I: �1 � I I I I : i', !:: I I . : I I� ,:� � I � I ,: I I I t � I I t L - I � t ;I : I : � I I I I I I 2X2 FLATWISE SLATS AT 16" � I � � I t I 'I I _— INSTALL DOU13LE STUD GROUP I ; 1 � I ! I , I I I I I : ! I t I � i !I I I t I I I �. ! � I t I I ,I i I I I I I 'I - ii I : � 11, � I I � I I I� I , , l I - r I I � 1: : I I I I I I I AT EACH END OF SHEAR WALL. O.C. FASTEN WITH (2) 1/4"X3" I I I I I I � � I ::! I I I � I I : � I I I l I I , � 1 � I I � �I i , , i I � FOR DOUBLE SHEAR WALLS, WOOD SCREWS.. "�,.,,�t- , I : i I ;:! i I I -� I I . I i I t I : I I; . I I . 11� I I I,� 11, 'r� � . � . : I I ! � � l �1 I I . I I � 1� . I 11 � I I I i — 'a 11 I I . , I 1 , I I 1 i: � I , I I � : ,:� ; I I !!: : 1 ,: i I I . IL USE (4)STUDS. - - I I . ��I : I I I I II I I I � : I I I I I E �� I� i I I z , �; I � I ! 1 1 1 1 - I I . . t � � : :: ,;, : � �, ,� I I ; L I I .1 I I . I I t ; I : t ! �: � I � ! : I " I I I . I :1: J I � . z I - ----_ I ,, I I, , : : � I ,: I 1 !: I Ill I I I �;: [t ��: I I , ; 2X8 RAFTER AT 24"O.C. I- I I I ; ! I I � 1 .11, I I I I � 1 t _� 1/2 ANCHOR BOLTS AT 24"O.C. - � I � I I � I i I t I z � �: I , I I I � t �� ; I � I;- , 't Ii I ;I I I �, --- EXISTING TOP PLATE AND WALL i , ; .: I ! I i : i I : ll:! 1: I [ i, t t ii � � � I � I -1 - I 11 I I t : .r I I � , t I 1: 11 t:: I i l BETWEEN SHEAR WALL ENDS. � I ,-,, ,-" ,�z I . . . I I I I . ,I l � I t — . I I ,t : I I � I I �I i ;�, I � I i � , i� , 1 � - I I I . I I I I I I . I 1, . I I . . F , , I �, I 17. I li r__ I I I 1� 11; 1 e, � � , .1 7/16"OSB FASTENED TO FRAMING W/8d AT 4" (2)4X1 0 PT Ni SYP BEAMS. . L I ;1 I 1 �: , ; I I I I t �t [ I �l . I � ,��f � � !, I : I �� , ,; i � I I - 1�6 6 . I , I �, � � ,� t� I t,t I '' t;� 2!, I , L> . � I . � I I I � ,1, � , I . '_� O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO POST WITH (2) 1 I I ,` . � I � ! ' r i � 1II: I � I I .l_— flt___� EMBED 8" MINIMUM AND USE 3" FRAMING. I� ;: . I � r L �, ii � I � i I it ! ,t I . , t> ) i : � : , �� I4 t I �� , ;I L , � I .. I I . . I . I " I It � ! : � :iii ;� :"�: , � , ,, It . .>� Ili � 1, I I : I �, �1 - I- I t , I ��, , I . , ��:t I �,4 1 � �j . I ,, t� � I� - I,i . I i , j t ! lj� ;� I � � I � ,. '' t> I L t i ;; r�' 1i : , �?iil :: I I t7 i I EXISTING HEADER 1/2"THROUGH BOLT,2"0 1 1 l I I I I �!I � I 1�t I I � I ;Z :,�[� � : I , ii I . . . . I I I I I � I I I �� 7:: 1 4 1 1 it �i I , : ` BLOCK SHEETING EDGES WITHIN 4"OF GABLE I I � �, ,i I ;�I,1� �: . V I b i I it , , �, ,,� 1 I -� I t 1 I i 1:1 I � � t ��, ! ;I � t I I ' 'I I : 1 i 1% C> I b � I ------- A HER AND NUT AT EACH � 1 , � � i i I , 't � � 1 : I � 1 III �I I LIP "n, . P I ____ END. �,; t I I . I i I 1 ,� I , I t> — i � , � � i� � i� � I � t : : � I �4> 1 END. , . , I I I , � l * . I I b. I � � � �_______� I ; : I I i I � � , I � i 1 � 1 ! . I I , j 1�� 1 1 1�: . I I i I I �1 1 i � ! I � �i I . I I � � I � I I I I - I 1� l I� I �, ! .��, ,1 � I � :I � I �� 1 : I , I 1 ! I I I . I � � : � ;! ;I It � I !, I �l ��, , , I ; I I :1 I . FILL OPENINGS WITH 2X4 Ni . �,� it :� i� I I J � ; !I, :! I — - I � I I i , i, it ll� � i i t i , , " I � I 1 :: 1� . I I I � I I It , t . ill I , i 0 C\I Lr) 11 I I I � I I : � I ii I I I I � I i I: lit � � 1 I I 1, ' 'I It SPF STUDS AT 16"O.C. FASTEN 2x4 SYP OUTRIGGER AT 24"I CLIP TO -------_ 6x6 PT NO.2 SYP POST I C1)(1) I 11 I I l � , i� , , 1 1 1 1 � t .4 III 11 I i � I L I I : _� it I I 11 I � :1 it jl�� I , I � i I It , I I F I TO HEADERIFRAMING ABOVE BALLOON FRAMED TOP PALTE W/SIMPSON . I 01)fl- i I I i I ,i I I Ill li it LO C\I � I I ; � I I ! ill i i : . ,I I i � I i ! t : i I H2.5 Wit(8)8d COMMONS. CY) *it , � ; t I � I I I! I I 11, i AND BOTTOM PLATE BELOW �, I , t I I I I I I 1; I � � w< I I I ; I l I i I .9 I I I � I , , i � I I I I � , �� ! WITH (4) 10d TOE-NAILS. I I � I � I 11 I I � � 11 ±:! I I I t ; I� � I I : 1 � I , � I I SHEARWALL SCHEDULE [ I I � I I I I , t 1I I 11 I I I I I I i � I I I I :� I : i i I . I I- � I I r I I r I 1 :2:2 i e F L I � I I 11 \ BLOCK BETWEEN OUTRIGGERS. . I I t � I I � � ,I I I I L � � i 1: � I 0 1 � I I i I � ANCHOR SIZE WHERE DOORSNANDOWS EXIST, 68 � , I I I t I � ,i I I :i� ; "I I� 1. I , I I I :I I ,: , : � !!: I I I I I I I I ,, l 1� � I I ii A I' ll , � I I � It I! SHEARWALL EDGE SPACING SHEARWALL a I I � , I I 11 I I I I I I USE 2X4 BUCK. FASTEN EACH 2x4 Ni SYP X-BRACE AT MID SPAN OF GABLE I I . I i i t ,:� I 1 114 I � I : � AND EMBED , . i i l , i - j l; �:l L : t � , :�, 1 DESIGNATION 8d NAILS ANCHOR I � �� I 1 �!� �, t I I t I t 1:1 . I � I I '' : I : n i I tL ti: ti � I i I I L I I � � I !, : I 1- I 1� I END WITH (4)10d TOE-NAILS. / "O.C., 4"SLAB OR () j , I I I I I : I � :� l�i �� 1� PTH - I i i� I 1 t � I : � I ;I!, I I 1 l, - END BALLOON FRAMING AND AT 48 I (D 1 �t � � � I' ! � I , 1 !�� DE I I I I I I I I � ,l ; I 1 � I �; ILD � 1 I ; I � t�L I I I I I � L i " I � I , �i I � ;, !I :I�1 t I I � t z , �� I PAVERS, I I � � I � 'i I 1, I - i � I N I I� � 4 L :1 I� N � ; il I , I t� � I I �la q I: I � 1 � �� ! : SW 3"O.C. 1/2"ROD 1/2", 12" DEEP EXTENDING BACK&FROM BALLOON END. (D N I f ,:I j� :I ,�� [ � ,� ,I 1� � !�- I � t I ,� : I F ! i ;i: t I I I! I , , j� � :I '' ,� 1� [ I :, I't � ;�� I I Ce) II l � k � t I i l I I � :, , I I ,� I , :;,1 t it " I � � � I . � , I I I � I t I � !I !: I I l � � t � I ,! I, , I ATTACH TO END AND VERTICAL KICKER �; I - 11 Ii I , I � :I : � I � : 't T , 2 � !I I E , t I it I I 11 � I I I I I I !:�: I -SDS2.5 7/8", 12" W .- _j I I , � �, I I �� t I i�, .t ! SW2 2"O.C. HDU8 2X4 PT NO.2 SYP BOTTOM PLATE. I ��, i; , � � i I I I � l I : -0 z ILL I ,� � I I I I I I I I . I � I t i , - I i I I t I !� ; I t � I � BRACES W/(3) 16d. WHERE VERTICAL KICKERS I : I � i � : � I I I l � I , I t :, I I I ; , , I L I � � I : �� I I l I !: :, t:! �� , :,�� , I, '' , : 'i POSTS FASTENED TO 1� ..� I � l I ,; �� , � :I� I . I I i� � I /11 t r t � I I I � t � I � i t I I , '', 1 I I ,: (2)SW 1 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" FASTEN TO EXISTING SLAB WITH DON'T EXIST,APPLY 2X4 Ni SYP VERTICALS M z 0 1 1 1, I t I I � t i: , : ,� t : I i I I , t i� : � I 1 I: li ! , �:,� 1 L: 1, ! I / X 0 L� 1 ,I . I !!:I� 1 ! I I a) t � � t t 1: I: 1 1� 1 i — "O.C. 11 a) I_ a) l I it I � I ,, I I , I , 1/4"TAPCONS AT 6 Z FOOTING WITH ABU66, 1/2" � I : : i , I I �, � ,� ,! , I , I I 1 1 t I , 2)SW2 1 1 2"O.C. 1(2)HDUII-SDS2.51 (2)7/8", 12" WITH (3) 16d COMMONS AT EACH � I I I I � 11 � �� ": I � , 11:1 I : I I I I I � � � , , I I t ,� , :1 ,I it �, !� ,, I ; I ( ANCHOR EMBEDDED 6"INTO < 6 1 - I I I� I ,i I I ! I L .I ! i�, �1; , � I I , L I i �i � '� ll f il I I ,: :�i ! INTERSECTION OF PROPOSED VERTICAL AND 1 2 �; . ! I I; I � I � 1 L I � I I L , 11'' ; :, � "t -2 = co I I, I I I I :::, �t , I , I I I 1: I Ii !� ` ::, ,:It � 1 �I � : I I I 'h:: NOTES EXISTING RAFTERS/JOISTS. FOOTING. ALL HOLES FILLED m C') > � I i . � , r I I it I , I i L i � I! . 11 I I, - I � � I � I , . . � 11 �:, C , :1 .1 � �'; I :�� T � 1 ��! '� I I I : I ill I � � � � - I I I � I t I � t I , ,, 1: I il ! :; l � 1 : 1 1 ,: ll I� :� , ; � v I I ,1� I 5 I :t I WITH�10d NAILS. (D (n 0 't I . � I I t . I 11 I I � I I I : i ''I I L I � I I i 1 f �: I'. t . I :I i I '. (N � I . I � I :� i . I :L: ;, �! l� , �j , � i l. 1 , i i � 1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. vl? � I � I �; � lt I I I I I! . :.. . . . . ... __ (0 _, C� I I . 1:1 I . :!i I I I . ., � - . . -7n Q �t 1, I I I I I -1� 4 1� � I , � I , I� :: . . I .�. - / . 1= -_r I i I I , � �, :t : 1 L l�'t � . / ,I i !, I � i � I ;� 1, , ; . I .� . - . " 4. * — I I � I I I � li� . � I . .. 'A ..:� !. :*. .* - !,r�j I r C) M CD I I , , 1: 1 I � I 1 I I I � 11 � 1 1 1 W 11 � A , I I : : �� t � !, [ I I I . I . , �, 0 1 11 t� I �; I l � � I ! t 1, ; 1 . . I , �, I I - . � , .� cl) -n M I I� � t � t - I 1 I 1� - � : I I � I, . � . . � I � @ � I � �I . , I--, D4 ......- .4 --�:,'= � 1-- , 1� I �I � , I � t, , . . I I � - .. I � . 1 I � t I I . : I � l '' � l r 2. 5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF I 1:1 . I I 'L : � I � . � l;' I ,I :1 I , it : I I I I 1; it . I . IN . �. . . -1, �---,l I .. I I I. I� 1 ; r I , : . I I i . � � IL ,�11 �: t � I !! !It . . t> :1 I N N FASTEN LATERAL BRACE TO GABLE BALLOON �, = - 'k, ; I 1, 1 1 t I I t . o . , .1 � : > � -lil . .- � � 1 , I 1 � I : I! :� I t � , - I . . . - 4 I I I I ,I : I ,; : � � I, !; , I I I I I � I �. I 11 I di . - --I'-- 4"X24"X12" DEEP FOOTING .1,,� . 11 I L I� I � ;, I . - .. , N I I I I i I � . � ,� . I ,t, .. -----__ 4 - L% �l IF I 1, I I � 11 � �� ; I-. - I I 1 1 :� I ! � t! :, � ! ) � I [1� I I I i,� � I I � I � �� 11 ,� SHOWN ON THE FRAMING PLAN. , � ;1C, �. I - I � . � � . 9 ill � " : I �l : I I I 1; f ,, I . �i�� :t,F I et.A ii � . :i, � . - FRAMING WITH (2)SIMPSON H2.5 WITH (8)8i ,,o,, - N AYNE i'll I I l ,�, I � I I . � I I I I � : . I l t P � . . .,> :. .1 I �0 10" I� i 11 , . I I I !I I � I 1 I �� . 1=1 I 1=1 I 1=1 I 1=1 I t I 1, , � Ill I . � I . -�— – , Ill � I � I � I 1� t I I I I . , : . . [ I I WITH#5 BARS AT 8"O.C. , - I I . I 1, I, ,t 1� � : � . I � .1 rj�,I�11�_Tii�111 -111=111=11, �,� ,$ �vl I II� 1� I � I I , � 7�1 1 � I l I ; V, !� ,. .1 . . . I � ..... I I t : I � � I 't ,, 1. I . I t ": � � I I I I . , I �i �, : 1 1 . . �. . 11 It. � .� � 4N 4z( .-. .. I � I t t � I � I ;; � I I I I If, � . - . . . I � I t : i , , � , ll ,� ,i : t �1 ILil -1 I 1=1 I ff!l I 1=1 I 1=1 I I =1 I 1=1 I 1=1 I 1=1 I 1-1 I I- * I 0 ... I I, . . � . � I: , I i �� I I 1 ; I I I i I : I . � I � , � 1 �i:� / le (�j " I T �:I I I I I 11 z l I I � � � I - t ,, t 11 I ! li I � 1 !t t I I FEI I FE1 I 1��A I lEl I P�l I I I 1=1 I 1=1 I IE1 I P1 I M1 I I � 'I .- ., � , : , I 1, 1 FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW 7 " I I I I i I ; ,I � I . ___� 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) 2'-O —," " t � !!� 1 1 I L I I I � ! ,, , li:� 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE EACH WAY. - � I I L: � I I I � � I I r � . I , H !�: . , � , ; I I I t t'L : I I I '11 L 'll t I I I ,!� , ,; -1 I 1=1 I 1--i I 1=1 I 1=1 I 1= -111-111- __ i I 'l , Z, I I I I l t� i, �t I I 't r I I� ; 11 I � t !I I I � : I � �, OPENINGS. - -111=111=111= 16d THROUGH DIAGONAL BRACE INTO EACH 11 .* 1� I I ji� ;I t I , 1: It'' ; I � I I� I I : 1 il !I, - I � I I , I� I I I 1 1 i I I I I I : � :il I I 1 ; - 5 z I I I I I I I i I :, :1 1 I � = . � t I i , I , � i � ii I lill' ; . I : . t 1 , _ , . . !, , 1 ;� .� � I �1: �� !� lrfl ,�� t � :i : I I : I I I , � � I, � I Jill , CEILING JOIST. . : I I 1�1 I : I I III � '_ * 1 I I . :� I� I 2 .,I �I � � :l 1 � I I .I . ;,1: , � I I .I 1, ! I �t I I I I I - . I � I I I l � � 4. SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS. SEE I I t :� 1 1 :!I �; Z I I �, I I I : , , !� -Z ,i - � I I I I I L 11 t� I ! � t:J: TABLE FOR EDGE SPACING. - I I I I . 11 I I I I . I t i, ,� � � 1, I, I I ,� �l li i �� I I I I I I � I � lj� , ; I I I I I'� ! :1 I; , WALL FILL IN DETAIL `�, tili I I I � f i� :1 ,,� - I I! I � 1A .. 'e, I I t -V I I � : 11 I � , GABLE BRACING DETAIL Ill I I I i I I I I i � : 1 ��1 1 Ii `b�. - " � I I' I I 1 3 1 ; I 1 ; I � I I �i = 11-011 - ill -�v 'r I I I I t : I : : i I " ' : :: 1 1/2" -01. ., - I I ,�, 1; it I I I I II I I 1 7 &�,/ �� wo, 06--. m;i�" I I I 1,1 l�: - ti It I 1: : , t I I , 1 2 I i�: li� I I 1 1 � I I � ( ) 1/2"= 11 I I !A It . � i I t t I� �,,, : � I � , I .l . 1 4 I : t1i lit 1 1 : � - I "I I j , I i 01i I 1 1 I .,� �: � 1 I t !I 11 , � SHEAR WALL ASSEMBLY DETAIL 0 -, I I I' ll " ljj� :I; L � 5 1 - -."g I 1: ". l ��L� I � i I I � I I 1, I I I I - I � It ] I �� I 1 : JJL , - i , �� , I 1:�! I t I I I I I 1: � �� ;,� I , , ,i :l� � i � I 1, , 1 , I I 1 I I I ; 1/2"= T-0.1 4140tv, , I 11 , . - ,I , t I� fl I � I I 1 ! 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Reuse of and improper reliance on this document without written authorization by Alexander Gruice Consulting,Inc.,shall be withoutliability to Alexander Grace Consulting,Inc. I . I I It;,I I i It l 1,, t I'I] I i I �[1:1" I i , ,k 1 1 �,ill�[i I: � I I I I I , I I I, I I , I �I I t I t I ''; : �t I � j I I � I I � 1,� �I i I� I ,�!t , ii : � I , it i , , I I I � �I I , I ill 1 li�i, !I I� , 11 I i: I � � I I t . ,I � I I I I I � � 11 �i � �: ,I . , 11 Ill I I I I 1, i , I i 7 li 1 1 111, I :l , 11 I � I I 11 � , � I l� i �v i " '�11 I ,I � I I!,I r i 1 I i � � t 1:1 , I , i �I i 1� i I I � 7 � I�� I:�i � � I, , I � I I I I . I ,I I ,I I , I I t I I : �I �: t 1 1':�� 1 1 !I� I I !! t , 1: �:! , � 1 : I � I I I ,, I � � I � i � � , l : :I i I I I [t t I I I t I I I , �t'�I : , :. : � � � : � I � � I I I I::: i :��—, I_____ ___11 - - . -,-- __-_____ �—- _____ - --__- - I-- - -__ � - - � � I I � , � I I �