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1426 Ocean Blvd 2014 addition and remodel , I I ., fir I I I 1 � I � � I,: I r I I tir If tI k +� [,i,t lloi,I rl wi §G l Iv . _ '��e. ,.`5 t, .r. k1� i• I' ,til int' {� ,1�}Ir :I � v i �, {h yit 4'n`k` a}I a!` I i u d, � ti,,`+ !-11 t,!. t 1 1� d, S e ,� a "I i r f f,'y all,9 it �� I� I :"1'is a yi d !z ,y 1 i 1 d I I51I OTESIII {r, { ; �SI x,� ' Mfr { , �' ;. EPDXY NOTES a � I IIII'', III:I,11 :�1 � II11 {'ll¢#' "1;f I'III:II, l ' . ,il ,#�II �;,t'€ �I'" '��:: �� # "ili1,� 1 �lll' Q II I .l ll t A .I5.iIY,+ �li fa if 1 I� ' u dot '� i d € > I,I g N ,I li GE ERAL -!_. d ..r a.� ..�. ,., .t. ,, ... :! .. 1. ;.,, { •'I•J II� Ii,I �,r±l.• .�1;1 .a�t �1{ �, k t, h rE,dtil ,+ 1 �II II L;,,[I .�. k11�,,4.ItII„.tisrl I . .: , [V�La,,. 010 FLORIDA BUILDING C DE ESID N AL 1. ANCHOR BOLTS REINFOf 0 , R ETI EDITION AND EXISTING BUILDING I'd If S IS , I,.: ,y:: , .t r4�I I. ty .:a I 11 II. � , C } > I i;t I` , ,40 [e`e.4 ,I ) . ', B ;' III ! tl�Il ,, !'I ;! II , APA AND ASCE7-10. EMBEDDED STEEL ITEMS In c9 �, I 1. CODES USED: 2tT' CING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER I i I ' " x' '11 ` I GROUT ONLY WHERE DET Ili ) 'i I 1 , I± EDITION,ACI, ND, SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 1 ! IJNSTRUCTION AND MATERIALS SHALT. BE IN ACCORDANCE WITH APPLICABLE AILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. I I ' I ' : ` I I�IORITIES HAVING JURISDICTION OVER THE WORK. 2. MANUFACTURER'S DATA F( w I 2. ALL DESIGN, CC' gl T , I. -0R ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE t I' I II 11 I % CODES AND AUTF I , , I` „ ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: Q 1 L ! I ! 3. CONTRACTORHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO a , , � I COMMENCING CONSTRUCTION. �HILTI HY150, HILT[ HSE242�1, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z SI I W , I I11 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS n ' I; : THIS JOB ONLY, DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN � z f I I; I z O v , I OTHERWISE ON'THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS. . I I' li I I I - o a O I I I, ` I � � U_ ' ;i'; ` I ' I I 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 U o I ;L I ( II OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSI. w �` I • I. I. III I I SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT II ; L1 1iti 1 I DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE I N t ASSUMING 2000F'SF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. it hi ' ' [` ' 11 ORK OF THIS PROJECT IS LIMI EDT THE CHANGE H W T 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO • I 6. THE SCOPE OF W T O S S O NON HESE PLANS 1 ` 1," it 3 A � I `' THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS � I ' ,1 II . I I fl I k WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. W "i k„_ I I:' j 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z Q 11 I r` I 11 � EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE I I NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w z° ` • It, , I l 'fl I; I I II INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE I II. I II 9 r,I ,A DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO I I , "` D I, ?'I: I TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. I i I I : I I , ' I " MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING I . °i 1 !; ; `I�: CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 1 k 11 RESP SI ILITY OF THE CONTRACTOR. I ON B t I 9 yr I ! 1'1 a� � E I I! 1 IllI. f f CONCRETE NOTES I � I I' I F'' 4 I I k , . 3 E r Z 11. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 31-1' fI yy I... •: O I `3 , u i 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8 . 25-7 5'-6" I �"' I 1 6 I � THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2 . �' 11 Ii ,. . L� 1:11I Q I \ LL , ji ..I n I' 1 . 1 ' 1 II 3. SLAB THICKNESS IS 4 , UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 1 W Z (` I ; OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON 2x6 SPF STUDS AT 16"O.C. S3 4 Q --� U PRIOR TO POURI NG. W z Q I - - - - - - - - -- - - - - - - - - _ - - - - - - - -- - _ - - I I I i3 I ii ':i x6 N .2 YP PTB BOTTOM '1 W 2 O O M P TE. FA T S LA SEN W LY] : m I� 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAoL, TO BAND BELOW WITH 16d NAILS AT 6 I I ,_„J z V � I i; COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95/o O.C. I - - - - - - - - - - _ I c( , i; s MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE „ En W I I i 2X10 JOISTS AT 16 O.C.WITH 2X10 BAND I t, 4 V Z I i1 1 1 {,' i, ., lJ I' FOOTING. I m O J : �� iI }' ,, j , . 1 ` ' ,I I, I .!,! �, r. �. #,.' .. . I (i AS TENED WI H 8d NAILLS ATi6'O.C.ON I, ,T ,. i I ,`. ,'�.f.s l' si �.III �Sd 18 I�� 1,:IIiI 1,'. ,I ,.I, „ aI W W:, � i it I ,1 },11, r S I ' 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. I 1 L EDGE, 12 O.C. IN FIELD. T ! I I I iIN `� ' , I I ; I C ,,L I II ":. S Ia•ir e,1�1 I•I,fin f s , r ,; 6 d€, i Iw¢i x rFr, V_ � I ,wlr ,,1 st: s, g , �,,... Ja.t,i1"rWC .�..' 1 I('` � ! 1 !; ;:I I ,'l � ' �' Ei� 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", I N� I'- �' 2X10 BAND BOARD TOE-NAILED TO 2X8 �1 I I BASE PLATE WITH 10d NAILS AT 12' O.C. I I I it WHICHEVER IS GREATER. I I �, � I`, € ,I Ir 1 ,� ,. 1' :J , I I r I; Ali'. I II 1 Il .. .'l( ' I' I I �� I ,, III: I , - I �I IIS I I it i I1 , t 1 ! I 7. CORNER REINFORCEMENT SHALL BE LAPPED 25'. 4 I I ) 11 I2X8 PT N0.2 BASE PLATE. ii � rl 1 I �� I I II I Ili I I l I I r 11 ' ! �, �,Iti j, ' ' I i 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; I 'i, Is", j `I ± ; i 8.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 1 I I I I I I i 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER - W TH 3000Us CONCRETE AND 1 I#5 BAR S3 I I- -- - - - I I 11 ti IB :... rI � i `{ f I �I III p ( ) I I I ' I 1,. I' t' I: II '_ r 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY AT 48"O.C. -) I I t 'f I _ I 11 11 1QE, t 1 I, 1 r , r . I I REINFORCEMENT. I I I I % ( ! jj - - I 11 1 i , ONE STORY: d=8", b=16", (2)#4 BARS I I '' I €t,;111 i�°,I J i i' ' r 1 ;I .,!:' r, 111 E - I p 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRAC CONSULTING, (-� ( -) �E _I I, ; . - TWO STORY d 10", b 20", 3)#4 BARS I I I I 11 C ht II 'I,1!i,;I , I 1 ; I ! • ;: I �! INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE - _ ( 4 I I l I l l ,,I 11( ; f ;I ; i �!I - _ ONE STORY: d=12'I b=24", (2)#5 BARS I I I . I I I I ;,, � I I ' ll 'I l DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. - _r I a } Ili f r I I h I, 11 I ' I `1 ; I .L 'd �il - - _ - - - - - - - -- - -� M 111 - :.� 1 _ _ d'� ,II 1,} §} �i; f :I - ra- °. °' ' tV E - - I I Q n(9 N U �' I, II l �� I II I 4 ; . ;'I` ,1 I.I i= I I 1 T A MAXIMUM OF SIX 6 COURSES TALL. CONTACT ENGINEER OF RECORD IF - I I- � 1 = ' I ,i . I :; ,I , , ; i�.I I ,I (,I 10. STEMWALL OBE O - ,° - VERTICAL WALL REINFORCEMENT TO ; IIII IIH] { , I' ,,.; �I' STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. a _ S1 c a ro 1 ,!,• t�„r I, ,J,,.,{, i �hI 1 I, .i . Is i,. I ,.,.,,I , - _ BEND INTO FOOTING. I - - - - - - - - - - - - - - - - - - - - - - - - - I �. ,'I', ,•i. k ! J.� I ,.; V i', ! Il i€I t 5li 3 .^,b§ 'I�> .,5:1'9'•.. n I`.� 1 imrw. -� -� t ails ' I° t ,.: c.:r ,„ ,I,. ...f,. . ,� +,' dC+t.. t f e..,9V Id{: ,,: I.: f I- _ ' �_ -- U a o ii� -.,.:, , e ,{,...n ,. _..Yt. ,.. ,... .: ... .kl 1.. _ ......-.. I-I I -:. t I f. I ...... $.. ,a n 11 :<, il 1 PI -= , _, _. ,., n s , ,. f „ .,_ , ,,.r,. ,, �.„ ,.a .. ,. ....-. I 11 .: I , _ ,..r . :. 1 WHERE HR ADED RODS ARE EMBEDDED 12 INTO STEMWAI,LS THE TOP TWO COURSES OF w ,,. _ - I - - _ „�"..: ,I I �., :.:� n._ i:� �- I '11 , , b . , �. _ FOOTING TO BEAR ON FIRM �,.:.,_, I I I I I I STEMWALL MUST BE FILLED. - - - ,,. :. L 3 ,,.-,_, > .'I _ . - - - - UNDISTURBED SOIL. _ _ I . , ,. ; r a wc, ,. X t z.. - ,- fi.;5 _ - _ ts:: ...c -._ , _. ...�. �., ... .- I I � _ .. .., _ .v. �.. S1 . ,I" - I , r Ilk III I I I i f , ISI I FRAMING NOTES , . , I I 1 w o� r. rt I ` �, I ISI t 1 I , °; 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING I ',_'- ,I �<, i1'i ' ., , ,I I : ; , ' I CODE RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD I I I I 1 I I 11 I I 11 t 11 I I,tI 111 1 , ff-31 - I I t3 I Z U)pp ;, 1 1 ' CONSTRUCTION. II 1 ,1 it ; I I'; "= 1'-0" I I I � L.0 , .III IIq :I " r - I S1 It r I``r ',,' n r� > , I., ., r P 4' 8"--"'�� I I �. d Jg,. i } is I r , 1 i ! . I I`, !'I• ;, i I 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. I I '.R,I� 1.�I- '} { II Ij'I I ,I.; t �i � :1 t I �{ �il 1 Tal ! 1' I 1. I1. � � i `' - - - ;, It 1 If. I Ir, „ I �I r 1 1 , e , , , j (� , I 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS AREI Lo ` : .1s 1I I€ i ,. , I I ,.. ..• s1 I ,�, >' tk t,1�,# r lip.yr 11 ;li I,' 1 ,I I ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER I I I " I! iI ! 1 lI h - I� I 11. �1 .i OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. I � � VERIFY OR INSTALLPIERS AT .` ` ' 11; 1� I I I'lli ,I, IIll Iyt•I I t I o � 1 1 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE - - - -- - - I LOCATIONS SHOWN TO SUPPORT I I i,III 111 ; S r I L 1 I!I ' �, i TREATED. ° - MAX FIVE GOURSES TALL. = I I I PROPOSED POINT LOADS ABOVE. I = Q tlll [ 11r f + I r I M - I ( I M r � .. I III i• ,,It ' I I I l 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. I - - �) I I f s - - 8"X8"CMU PIER. FILL CELLS ( I I t WITH 3000 sl CONCRETE AND f I L.L� e �' I,I 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. #5 VERTICAL BAR 1 I I I ! I I 5_6 Z CD 11 I IIII I, ItIII I I S1 I ! Z 71i �; I 7. DIMENSION LUMBER . ' 'I _ - 11= 1 1 1 I I- _� VERTICAL REINFORCEMENT W 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ° e TO HAVE 12"BEND AT _ _ _ _ D i1i 1,' � I - III =III ..° I I BOTTOM AND BE EMBEDDED I I I I - - �./ 1 f 11 , y �1 ; p 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. ° - I _ _ - - I O I 1lii: 1 I- °III- 4"INTO TOP COURSE. I I '< I I I { 1 ,I r 1 I 1 1 7.3, ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH _ I I - - - 1 i't >" ' PS TRONG-TIE JOIST HANGERS ORE UAL PER APPROVAL OF THE ENGINEER OF - -I I - 1 ,it Ill I 1 SIM ONS Q -III �_ _ - -III=- 30"X30"X12"FOOTING WITH(3) io I I I I I I I III II I �" RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND (- #5 BARS EACH WAY �t I �'I ' .; ' ( I I LENGTH PER THE DETAILS. =1 I I-1 11-1 11-1 I I-I i I-III-I I I - I ( "I -1 II r I 1 " - FOOTING TO BEAR ON FIRM I 1 I , ' TIII1 I ii:i�¢I I 7 I k.i11 I ' p 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED UNDISTURBED SOIL, I I I 3 I I I S1 o N `1 �;tl ;'I°I�;� '�r f I II I I I I S1 I I �� I It 11111 1„I �;!£p I BELOW: I I --- rn r, I ° •I, ,,144+1 i,I ' ,.1t i:� I I. '� I lON III �I 1 1. I . i III I ;s �I•' 1 I I 3 �, 1 I _ I ,i�IIft:j1111� it,;k ;1,, r ' 8d=0.131"x2-1/2" '/�/ PIER FOOTING I I , I - - - - - - - S1 I I I ,� a� :, I, i 1 I i _ " u L� _ , n I I ' I I I i � @ N i 1 }� 1� f 10d-0.148 x3 _ _ I N fn 4" v 3/ 1 o ..a ,. �.� t .�l 11 I, 12d 0.148"x 3-1/4" I I _ °° - �1 _ „ _ „ I I I I I " � U �� I 16d-0.162 x 3 1/2 I I I I I I I � - - - -I 1 I �S''� � a� I I I I '. , I M 0 D LAN TAI S SHOW F OTINGS SEE FOOTING DETAILS ON THE FOUN ATION P % I L R G DE L O WHE E FRAMIN I I 1 J • •� 14 l I I AND/OR THE FOOTING DETAILS SHEET. 3/4"PLYWOOD DECKING, FASTENED I 13'-5" I 12'-2" I I I CO o M I ; I I WITH 8d NAILS AT 6"O.C.ON EDGE, -- - - I I , I I 1 °w i i ;1,e `' `•I, I i , . III 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 12"O.C, IN FIELD.illI r I I - - - i 11 I i ! ,Ill j 2X10 JOISTS AT 16"O.C. I I #5 REINFORCEMENT, DRILLED AND EPDXIED USING I ', 1 I f,. ; 2 2�J' m I 1 1 _. 1 LOAD TABLE 1 _ o rl,l' I r',I .,,f ti.'�+; . �.,I t ,.., , 1. :f ". 1, ! '! 11 u - f a �Y -� "�- I I SIMPSON SET ADHESIVE. MINIMUM EMBEDMENT INTO ;I I I ", i't" 'I �I I EXISTING AND PROPOSED FOOTINGS IS 6 . MINIMUM �_ - - - - - - • M > t0 I i `'I i i1 I II,. 11 2X10 BAND BOARD BOLTED TO I I i- o o d I ' I' II ROOF: I EDGE DISTANCE OF REINFORCEMENT IS 3". MAXIMUM I I N t., I �G ,1. . L,` 1 ,, " w EXISTING WITH 2 ROWS OF 1/2"LAG I HORIZONTAL SEPARATION OF BARS IS 48". �� `� LIVE LOAD. „OI; , U III 20.0 PSF I O o «f o I ' I fi h +I "' SCREV�IS AT 12 O.C.STAGGERED. f I DEAD LOAD: 7.0 PSF +I I I I .�,. �, I Ila a ,`i I N I I I a�ayg4$ �¢�01�� (I 9 • 1 I I. I I I EXISTING BASE PLATE. I I ; i 1 I "I .1 1 ,:t, II, I¢, t ,, u � I I,_ ,I,. ,_ - f . N� I I i r �,' „ ,I x ,' p _ � ,, . ; , AlI i .I r t I I N If! 1 t {y u t C 1. I t o } I ! i .I I I ,. I I ! i ! 111 !•. I �f. t t i 1 i } ! . 1, 1 } �,IT iI i. t f� I k, C. t Ip.p 1 I li i3 h i, ,, 1 . ! ,, 3 f1{ t E, 6 l I, si ,t ,�: r I 1 t. � I, x 1 1 h ,I�, E I r �.6 'I1 R �1 1 , 1 ❑ , ;. r n 1 II �, !„!; £� I' ” -I' �� il ,t11 I ��' t - I Ij�'1 ' I I '�I ij l 'l y, '1 t 1 LL C7 - -te n 'ilI'I' [ , I,}, d � I Ir 1� Q !i I , Ili r I t. i .i.: ° ' b 11 y 1� �� }�� j� f 1 e it 11' 1 11 ; ,! FRAMING NOTE O, 1 . I ; li; F ! { SAND LEGEND 1, I �, m I { ' I : I: I" p {: 5 I I1 '1 I 3 TOP AND BOTTOM PLATE MATERIAL: 2x I No.2 SYP, UNO. w I I II I ,11 , STUD MATERIAL: _ ii l 2x No.2 SPF LINO. > l i`� I r I" I I ,I H11 E HEADERS:R S: ❑ , I z 1 I 1, I ( ' I III ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, I- ( j ''1 UNO. FASTEN HEADER LUMBER TOGETHER USING 2 R z 1 I O " w rI W I ' , SOF 1 O 6d 0. 148 I X I ( I ' I 3.5 ) COMMON NAILS AT 12 ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE = z o I T I H I E HEADER D U DETAIL F z I" FOR o I ) FASTENING SPECIFICATIONS. E 4 1 'i i a. o i ��: l : HEADER NOTATION IS: t' f : :- 1 ! U b $$$ ❑ WI 11 I; I 1 CU h t NUMBER OF PLIES IN HEADER L , f A : ;i — "I. (—— NUMBER OF KING STUDS �' I 11 f F1 r,. t' I i I K I` , 2 2x6 2 1 h u : ItI I III ,' 1 l I I 1; I , i I I [ L NUMBER OF C ( ; RIPPLE STUD SIZE I OF DIM 1 a r1 I k E S w ( iL �1 NSI DIMENSIONAL LUMBER E R Q I 1 I : SHEAR WALLS: 1 T! r l t I ! 1 I 1 '''.� I I �1 1 a 1: I ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE w z !' TYPIC AL 'i WALL SECTI ON, THREADED ROD SPACING, AND SPECIFIC 1 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN AS N 9 i i ; _ i''I .1 f, I '' , in �: NOTED I I I iBELOW.OW. WAL LS REQUIRING QUIRING I ADDITIONAL AL N AILIN I G AND 1 HOLDDOW I I' NS i – EI IF ANY, i Y AR EN OT ED ON TH ' 1` ; a EP LAN �"' 1 , II I 1:ill l I i� I , , ,I I I 1 I ,` I — — — x 1 ii ./ F` 1 S W tt SHEARW A .��t LL LO S# CATI I (— N O it 1 1 I S s — — EE DETAILS F I — O RF A , I— FASTENERS , 4 I f I I I 3 1 i1, S3 - - - ! 1 E z TY P. I' � I E I Z i } O1( O O SHEET NU MBE "I` I it 19 R 1 I 1 11 I' � 0 i I' DETA J I IL NUM B E I R lig — I — J —Z - - - - Q 2 2x6 — — •1 2 f O 2x — — 11, ! 1 1 — — LL S ( x6 1 HE AR — W I ) — — WALL ES 2 — O GN I , k`llllllllll81: — — DESIGNATION 1 — — _ — > > c_ _ _ I _ � I " S3 �/ w I I L.L. , II O I �� J I L i . I ten... D uB U 0 LE 2 E — � X10 . 1, �; !, r t I I CEILING JOIST FOR RIDGE W Z Q I!, I C. s- BEAM SUPPORT UN O O. , I _1, W ,—{ EZ AT 2`� I Ill W pp m ; ���I i I ' :1 . G N cv EZ I (II �11� PORCHIGLULAM BEAM Z U I' 1 I N I N1 3 I� I Q � j t N°I ;{ ;j 'I i F� I !i I S3 m [,1 I P IB I v z �; I i �, 61LA III I Q �` li, I HIGH UPLIFT O —� F ! ! # DESIGNATION W F- 1: 11 �' i I ,I 2 � �; A 3 1.75X18'2.0E G- I I , ' PLAML !_ ( VL �I ?'i N rl� d I. I 1 (2)2x6 1 1 (2)2x6 1:1 (2)2x6 1:1 1 ST-# DETAIL NUMBER �-- I ; 11 �Iy I t t �" I I r 11 , } I it j I I� ,; S3 0S3 IIIii i 11 1,' 'I� isI , I. ill O X SHEET NUMBER f ' .:: O Q q i I III l 1d 4 1 [ i 4 ,II I',1,. , } cIi. ;� II, F 3 I}i — y �� C 4( 1 r.' (I N S '. S ! 1I .) Sk,, a i � l,z I 1 a �' A 4 F. 3I I; X I 2 S3 e 1f N I _ 4 � 11I, TR illU SS ;'! I, I — /BEAM LABEL I j i i. ,I N - - — UPLIFT CONNECTION i g l i E i I `' i 1 � '` I i I= ! ; i I 111 1 I 1_:�_] 1 CION , ,� hu i C C i 9 : I .1; ., g3 I I. I ,3 I ! I 1 1 1,I I 1 11 ti( I I FARING WALL .11 INTERIOR B {a.F..li,, `ire ! ,. t L7`,; 1 it ` ( 1� "' �. , t11 - HID I - �� 1, iI , lih p— _ _ _ _ _ 1 ii (3) 1.75"x7.25"2.0E G-P LAM L 1 _ I t Lj I i . 1 , ( I � VL — — — — — — — J I ) 1-STORY THREADED ROD1i I I .I I � ; 11. I I; A (2)2x6 1:1 (2)2x6 1.1 W i I I lilt c ¢,;.pt ., '[ ls,; J J 1 I I Y ,i '�'� rr" fa °. ..�. ar N�,x4;;�s>u i4,,tt.'rk iv su..km1 it r<. .A c..".±. 11' l'{' •�„,ii+,' 1•. ,.i x �,,.,,}irt. fPS x#m t; .. . t. oa .v` 1 I.;. I ,,r= I. ;� 1, ,I< „I 1"1 .ri g1 r , , . g i � i ,. , 2—STORY O - - - _ t ' _ RY _. 1. y5 THREADED _; +, I DED9 , CA _ ROD Ala w C9 ......'x ., , ,.,_.... "AAai,... 3 e ... ..,.t :.... '? .... ..� 1. ... ..,. 5 III il ,, U to m C7 m S3 S3 LU ❑ _ � v G Q ❑ I O .. __. —..-- ._ L _ __ y. s. _v, _ _.,. _ _ ,_ . _ -. w, 1 � -- li_ __. ._ �._ ._ ,. __ NDI A _ t w,_-j. _ .-, _ C TES G f_.. ,_>y. __ r t_ _. LAZI _ ,. _., N C N .., - __ .,.,. _ ., _ _ G LAS N , r _. ZONE., � - , _ _ ,... a E. _ "te. _ l ., v. ....w <.�i.. ..-.._.. ._. _ .III.- .: o-_. .... ..,.,.... r.F:. _ „ .. 4 .. _ _ _ -� �, x ., .. ., EZ ALL T Ili I _ 1 , � _. . _ >.. _. ,. ._�. .. .. _ _ -. . _., , .,.- � ER GLA to , , .,. _ , . � ,. ., ., ,, . _. __ _ _ _._ .. . _ .. _, , ._... ZING L _ _ c (— _._..._ LOCATED to - _ _. EXTERIOR as,,,. N a t ?, . STR o > >. ::.,, UCTURE WILL B �i { II1: {; ` i l P)k SEI II i 1 i ',II ' E CLASSIFIE `.I h ,x ,., rn ,• TERIOR 1 ..,. DASIN ' , I, ,, ,;: I d ? 3"II t , ,1, i , I x x I „ .: ZONE.E. SEE COMPONENT AND CLAD) [ t ING Dt�, ESIGN Rl it t I l'; ! u M !r , I I� 's k;. t 3 ;� I full { 1 O In = „- ,1' til, , ;: I; t II 1 .i Ir'I I;I II ! ( 1i! to I O PRESSURES, ON COVER , ,I t , I III i ! I " SHEET. !ll _ 1 r I�I,I. ,';' I,I L. 3 1 �I.,. I; III ' `'- e—„: I /' I' I I I I ll. F i I:r. 1 [ Ili, ! C, I,. 11^C .li ,:; .II N s,> ( 11 �6i "I 06 1 E ,I , ,,.,I, I. { ,I, , : , I VIII i �I _,.„ 1 , , I .I. 1 .:r I ., , I I 4. LI I O O ., ,I IIS, o1l,r!{ 11 .1 I ;. 1 , , C I I;1 ' ,.w.4 t 1 f t, i,,;l xy�' ]� ` ' I h i : , y ptl II , III A O O Wf, lit i :1 ti, "t l i I � C ( A I I Z II ( r _ 1 ri: , _ , 'I I, �� I 9i1 - - _ • O 2 21 r x0 O 11 O — 1 1 O A 1 ; 1 , 1 A — 7 1 Z g3 1 1 6 O LL E I RIFY O R PLA C D E OU B I �,� . I LE ST UD G RO p I I A BEAM B DER (^ t.,/ I T7 — I FARING. FASTEN BEAM TO STUD GROU v �► O P _ z r I 1 N I — — �I— — — —I I WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING Z f II I I WITH LTT20B. USE 10d NAILS IN ALL HOLES.t 1 1 1 1, { 1 �" G 11' i l !, ii1 I I.li � :.I'I f (:' i 1!j f:1 .i ' L"j i slli{f I kt' 11 s° :. "4 '' N ,. �� :F FI , u 1 t'. -!, r 1_ Ii k, - t Ir 1, I.1 — — i '.I EI LI,' (. t !!: r i�j 3. ti 1- ,,o — — ( ' I I I I ' t I '. ISI" 1 , j l I 1 I �O F I I _ JL — — I PLACE 4x4 POST UNDER BEAM BEARING. FAST I BEAM TO POST WITH(2)MSTA24. FAST EN 11 11�11 i i 4 _`10I I I I I I O I I —_ = Z I O EN POST TO bt I � I I �(— — — — —i� FOOTING WITH ABU66. USE 10d NAILS I I IN! I - L HOLES 9 ,L ' ' ,,, . L I. O 1 ,. I O I I 9LL Iiil A j ", , ' , ; 1 1 I I I � � I I 11 rll� III FASTEN LAST STUD OF PROPOSED WALL TO LL i 1i I „ 4' I N I I A c t 1 I i `\ I I��I \ / EXISTING FRAMING WITH 10d NAILS AT 3"O�:=j .C. ,, 1'I 1 i I I N III � Wt*- `� — 1 I I I t I'a 'r!1 i. I':. I i' I I 1', ( r I t 1 ,I: i 1,1 ' 0 — — — — — — —:__I--L— — N I 1 \� — , ' ! � II II ;`s Il f =d t' �r 11 N — — —— — — — — — N I III SHEATH PORCH BOTTOM CHORDS/CEILING J 1 III ll�' 1 i' ;' I;'1' I I I I D WITH 7/16"OSB FASTENED WITH 8d COM JOISTS i 11 [11 1 i A I oo 1J MON NAILS Do�y { I f !, ri I �, I w A I I I AT 6 O.C. ON EDGE, 12"O.C. IN FIELD. c ui I I u k ! I 1 I I A N I �N r'I a 1 r. 2 2x AD 1 10 D SEC 9 I OND P 1�' O I LY F O m a 7/1 6"O SB T �1+ I O G ARA G E , II I 1 I , III � I c `f ` 1 I I I E RETURN. FASTEN WITH 1I NAILS AT 4"O.C. ON = a I1 I`II I;1 I I � IllII, i I ( — EDGE, 8"O.C. INF 6 — — — IEL { I D.VERIFY ANC W11 I _ ANCHOR B o f R OLTS -o J AT - - c — — r I — — — C L ! IF — ORNE �I R B — AND '1 AT GA RAGED LL 0 11, 1 {?I _ I s I — — — — �. I DOOR. o 1t i r . LL li !1 I 11, ; ' I L!— — — I I 24"X24"X12" DEEP FOOTING WITH 3 y 1 r�!I '` � I WAY O 5 BARS EACH i 'I ' 1' I . i;r i I — J I— — — — — (3) 1.75"x7.25"2.0E G-P LAM LVL 4:2 7� III F # o 1 i � 11 11 '1. O N t C - - - -� - -- - G - - - - N M I i I I,i , (DI'll — J ,. I I — �,. _1 I , gg �" IIII 1 LL 1i;1 tji 1 I; i C In 'r „r' E I F (0 L I Vli I 11 i;i I , I hl. , x N f6 '' int 1 A n t N a> 4 t l r l dj�s t r� ^r, { Sa.r' ,., m O I I i i I r # rr €1 k ,I f 'I li - ,it �� M � O '` I ! ' ! �I .,P i :.,} C 'r 4 M 11 , 1 I 0 ,t I I 4 I §. �k! U� p b 1. .. 1 ' ti:�,! N CO Y N �I , I :. I�: 11 { ! ? :3t V d I ! 1 4, I d•' r0 O _ ! 4 U I :=a M11 I f+ 1. 1 t 'a ! O OY { �l : 1 tl l I .11 lit 1 fl ¢ j' 1 i- +�+y � �� I [, s � 1. `"II`il � I, ��,�R'�� � �����lj11 IIS ,1� '6 i t d 1 3 1 :. :c'm`b'x' ,� •*r• /� Ir®, , t ! `I ,i I". I i I a w `i I S :a i. .1 a ,. to . ,.I pyw` l 'I. I i= 1 '.l .. �� 9 (� t t I 1 I I 1! it t% :3 i- Y �•. .2 •I• 1 I ft I .. -'.p:. Y 9 er p I ,I,l I } a 11 I P I D 4 w -'"� . i. . 4 ,. I s [ � , a i I. }I . ',' ..a ! . r ' s'. '� �. .4 �I ,I I �� I I 1 f I; I *' a ��o 1` Z v ..�0 1' I I _1 I� w' ,. if- .,: I ; .o e a. ,: I , ;w I I I � ,�' � ' III9Q�411i®®° I I �alr FI/4—! ----PLAN SntetNo. f,k i''i RI!r 1! M �I -' `'IiiECON D FLOOR Ftf 1' ,I Il l �j1 I 1 1!,!4'l 9" I S2 = 1'-0" IN `1I1 '11 is ill 1 L; =II 1. �L S2 RAM I N PLAN i ll� 1 1 CI I> I ' 1{ �� , �1 '`II i i s I I� I� 1/4"= 1'-0" -11 1 ir' i i I 1 �l{" �t r 1 I F I]::::'f �}i l IA P , 1 . l, � rit I ' I � I I - : , � I I l.11 I i :ii.� �: I i—I ,,, I I 1 I1� �: I i 2 1 { i i �i : i 1I 1 I ' �!1�11, ;� - i� I I '� T ' 4! .i u = 1 , E hrs document,together with the cont:pts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this dIll I � � I s ocument without written authorization by Aler�nder Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. s I I : - ,I I ;; 1 ii�-11 Ir 1 2 of 3 �! I> 1 , .,.., ,. , I , -, . , ,.,,.,.k, , : ., , ,... :.. . ,, ...,,,:,. .. ... 1 - r,.� m, w. .. t ,. . t .:, , - v , i S. I _ ... _..... .., . . 1,. .1 .., }{ a ,.,.. .,. :, , ''PP r I.. _. ., s .._. .,'c , t , , ,Id ,:: J : ,,.., r S �. ::.t. i,: :, .. ,... ..,. I. 'f , m . , ..,.. .. - zl,l i Y .. ,,.. i ( I,`. ,.r ,.. , `� {I I _ 4 'Kl I I 1 I! a , lV I a.lI..r, ,<< I. I°.,,..a... " _:. I ,+LII 1 _ I I , v , I f i 0 10 S. y4y, r,�k B , _ + 1 t Y f i I f E 4 4 , (� - r I App ttw 1 k; 1 6"i !'r,, 1 •,`j i i i I r 1 / i. I �'. , 'a: n ' – - I r I, � r k la IIID I d i,�I t; 1 it 1a �Il r i, � ,� t I. ,,, t f U ti -- 7/16"OSB ROOF DECK FASTENED TO r . I IIP 14 I1 4 i.°I 1 `: M . m F (°" I FRAMING WITH 8d RING SHANKS AT 6"O.C. I ;4 it �;� ���, Ii a` ,' ;Itl i i i ,I�I" ON EDGE AND 12"O.C. IN FIELD. w r 1 Ii 11 I} ,1 � k ,, It I�11k ;, ;��. '' ` I TRUSS TO TOP PLATE CONNECTION: H2.5A o �, I,�. I i i ` I 11�.; ,I 1 WITH (10)8d NAILS FOR UPLIFTS LESS ¢ I`I 1 t I.. 1 11q �t, ], I ,I F I` THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS z 6I . r 11 It �� " ' 1 r i 1 EACH FOR UPLIFTS LESS THAN 1200 LBS. w I I a� 2 ;,, I i ' I 1 2 2x4 NO.2 SYP TOP PLATE FASTENED D z I , ;,I M` � ( ) r Z U I i ,r WITH (2)ROWS 10d AT 16 O.C. o d O I �i r. I , 1 STAGGERED. MINIMUM 24 LAP WITH 12 -� - u 1 I ( ) ! I r 1� ❑ I 1 :I 10d IN LAP. w , i i! 1 Lf r ( i ❑ �° k,, I I FASTEN 7/16 OSB W/8d @ 6"O.C. ON s . I ! ,I 1 11 / E (; 1 E - EDGES, 12"O.C. IN FIELD. -'�� ! III �.1 1 'I =l ' , r fi i1 " �,� 1 :!I� f L s 's 2x4 SPF STUDS AT 16"O.C. �' _� I, S!.. k ,-, I, t �I " � � , 3_ �[ I �� 1�1, j I– „ "i W I. 2X4 No.2 SYP BOTTOM PLATE FASTENED TO I I IIII I�' °' I IIS' I i / 2X4 No.2 SYP BAND BOARD WITH 10d NAILS z ❑ ' III I I I s i ,. i ' € '�„ i illi` AT 3"O.C. ON EDGE, 12"O.C. IN FIELD. O ,I11.'l,I �� I r 1 ,f �, - I 7/16"OSB ROOF DECK FASTENED TO F of B �I I I'11'i! �' µ i ? ! �i ' �" 1 ' 1` °. Ill r:„„ 3/4" PLYWOOD DECKING FASTENED WITH FRAMING WITH 8d RING SHANKS AT 6"O.C. z° ,I ; 't,' I� I " r �� ,,+ �� 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN ON EDGES AND 12 O.C. IN FIELD. ,11 w �. �, FIELD. st i '� IIr '!I ; f, i '1 ° ` �.; i i:, I I ROOF FRAMING AS SHOWN BELOW, SEE CONVENTIONAL FRAMING NOTES FOR I ' ['I� p V i I ji r UNLESS NOTED OTHERWISE: I 6 moi- 2X8 JOISTS AT 16"O,C. RAFTER TO TOP PLATE FASTENING, I a + ij I I I I , SII i i { I I i 1- ' I ^ !II (2)2x NO.2 SYP TOP PLATE FASTENED 1 1 • 2X6 ROOF RAFTERS AT 16' O.C. /"�� � i is " II I j`� ; 'i I, 'I; j { • 2X6 CEILING JOISTS AT 16 O.C. 2X8 BAND BOARD TOE-NAILED TO 2X8 BASE WITH (2)ROWS 10d AT 16 O.C. I 3. 1 F , I 1 ; 1 i • 2X10 HIP RIDGE BEAMS PLATE WITH 10d NAILS AT 12"O.C. STAGGERED. MINIMUM 24"LAP WITH (12) 7/16"OSB ROOF DECK FASTENED TO (� i� 1 , I, II IFi , I • 2X10 COMMON RIDGE BEAMS. �, �, 11' i I I .I , i 12X8 SLEEPERS i--------i `'�— 2)2x6 N0.2 SYP TOP PLATE FASTENED 10d IN LAP. FRAMING WITH 8d RING SHANKS AT 6 O.C. 11 2X6 ED ERS ( ON EDGE AND 12' O.C. IN FIELD. L G i I FASTEN STUDS TO TOP PLATE WITH O I�I 1 1 I ------- I WITH (2) ROWS 10d AT 16 O.C. SEE CONVENTIONAL FRAMING NOTES FOR — i ",� I SEE CONVENTIONAL FRAMING NOTES i-- --i STAGGERED. MINIMUM 24" LAP WITH (12) SIMPSON SPH AT 32' O.C. RAFTER TO TOP PLATE FASTENING. I'- 4 ! I I I II I 1 10d IN LAP. Q J I- I ' , I ,t FOR FASTENING SPECIFICATIONS. I I FASTEN 7/16"OSB W/8d @ 6"O.C.ON (2)2x6 NO.2 SYP TOP PLATE FASTENED Q LL I l Ii,� �I I I I WITH 2 ROWS 10d AT 16"O.C. I I' I I I I�; I I FASTEN SECOND FLOOR STUDS TO FIRST EDGES, 12"O.C. IN FIELD. O W Z , --- Ij �If r-_-__ I I __--- FLOOR.�iTUDS WITH MSTA36 AT 32"O.C. STAGGERED. MINIMUM 24 LAP WITH (12) O (� I �; r - - -- ,L------ - ----- 2x6 SPF STUDS AT 16 Q.C. I III ' I ----- - ------- ----- -----I� ---------�____-�___=M1� I t FASTEN TOP AND BOTTOM OF STUDS TO W z a I i r-----y==== -- ----- ---- ---- O W I 1--- �_ �- r I 111 _ I I I' h TOP AND BOTTOM PLATES WITH SIMPSON _.� ! I I I I FASTEN 7/16"OSB W/8d @ 6"O.C. ON �/ Z m I I I I �— 2x NO.2 SYP PT BOTTOM PLATE. FASTEN _ i j (I r I I I I EDGES, 12 O.C. IN FIELD. a SPH AT 32"O.C. < i i I 1 I I TO BEAM BELOW WITH 16d NAILS AT 6' O.C. r i ; F Irk hI PLACE SPH BEFORE NAILING! FASTEN 7/16"OSB W/8d @ 6"O.C.ON V Z i I , ( IIr I 1 III III 1 2x6 SPF STUDS AT 16"O.C. m Q I € r 1 ) 1 111 III I ) EDGES, 12 O.C. IN FIELD. EXTEND O _j j :, I SHEATHING TO JOIST. W LO 1- I I It i I III III I I 1 I I I 1 I I I it i , I ! I iii iii 1 2x6 NO.2 SYP PT BOTTOM PLATE. FASTEN STUDS TO STEMWALL: MSTAM36 AT 32"O.C. 2x6 SPF STUDS AT 16"O.C. FASTEN TO N `� 11 �, 1 I : C I 1 Z d- I TO BEAM BELOW WITH 16d NAILS AT 6 O.C. ( ) O BOTTOM PLATE WITH SPH4 AT 32"O.C.,AL r" :I i ! �1i� " WITH 12 10d NAILS IN STUD AND 7 1 �y ---- --- - ---- --- - ----- - s ------- __-_-- _� � --_ -_- ___-__- 1/4"X2-3/4"TAPCONSINT05TEMWALL. u, ?,�, � t HOLES FILLED WITH 10d NAILS. �.... t I I I I ,�' "�I 'f� -_- --_ - _ = _ -� �`___-_ - - -- _ ___ 1 STUDS TO STEMWALL: MSTAM36 AT 32"O.C. SUPPORT BEAM AS SHOWN ON FRAMING �I ; ( i o I 7 r-----rel---- -� :Fr __� - F - ur -- I r I < _ I I I I r- --- --- -- I I Ili WITH 12 10d NAILS IN STUD AND 7 I ( ) ( ) PLANS. 2x6 RAFTERS AT 24 O.C. FASTEN TO Q 3 I I I I I I I I I Illi_ __-- _ i 1 1/4'X2-3/4 TAPCONS INTO STEMWALL. I 9 �f � 1^N' 11' f I" ;'1 I ' I ,. I 6 ia, I I I I I I i 1 I I 111 __ = I I LEDGER WITH (3) 10d TOE-NAILS. I I I 11 II41 .;� t 11.I', ,1 , t . .+, j , I . I r`,., I ,I.,r , „I,� I I 11 O I I I I Illi-"- - I n rr 6. SUPPORT BEAM AS SHOWN ON FRAMING , , , .1 f1, I I I I I I 1 1 � 11: I I 1 _ 8 X16 CMU STEMWALL. CELLS FILLED WITH 2x6 LEDGER. FASTENED TO STUDS 1NITH 2 r j ;I 1 i 'I, I I I I I I L_–___ ___ __ I 1 I lln I i I I PLANS. _ h€ --- --- --- ---- _ _ _ i. { aIs k 1 I I P f , i' ' I �, ','I I, 1111. ; -I ,1{ I E , #rI ,r, ^. ; :,,I z I 1 1 I I 1 J I I III I it I I 300C psl CONCRETE AND (1)#5 BAR AT 48" SDS25412 SCREWS PER INTERSEC CION OF f t �, I ' ' I ! !.a. Ii.�?F I I� ---' _ Im I I I I - LEDGER AND STUDS. II 1. • I; ICI 1j11 ( ,, 1 I 1 - - Iu -------------- 2X10 JOISTS AT 16 O.C.WITH 2X10 BAND & I 1 1 I I 1'111 1 ',! I L'', - I,;' `.1 I.i ±, i. I Il,„' .? Ili ; i I 1 I �m i i i i -----------� i BOARD. 3/4”PLYWOOD DECKING, FASTEN RAFTER TO 2x6 N0.2 SYP PT BOTTOM PLATE. FASTEN ` �I i 'h Si' IIt'I 1 `s I y'1 .I . I I P I I I 1111 I i I I n - �I s I, 1 I. ,: I i I� , r i��I 1 — _ — - WALL WITH H2.5A " FASTENED WITH 8d NAILS AT 6 O.C.ON FINISHED GRADE I € I �I I I u n i i I I I I ��� -���" _ TO BEAM BELOW WITH MSTA36 AT 32 O.C. I, ,, ;II,` I,IIi I�, ', 1 „f, „i'�I `i` '? 1 1 �I 11 I i 1 I I I EDGE, 12"O.C. IN FIELD. = — — — ONE STORY: d=8", b=16 , (2)#4 BARS ,, E`11 I 1 d SI„.I Ilr�� / 11 I I - - I— _ „ _ „ ” «! 1 ql L, ,.! �; [ : �.,;� n n I I I I 1 _ „ „ -� � � -� �, TWO STORY: d 10 , b 20 , (3)#4 BARS 3/4 PLYWOOD FLOOR DECKING FASTENE .,e fs ,I 1 I;I 11, 11 I�+ 1 ,, 1 r II 11 l _ 8 X16 CMU STEMWALL.CELLS FILLED WITH � I ,.I '� ,., . I•.1. 1. , 1' a' , SiI JIB. I I 111 1 ) II - 1 ,i i 11 l 1 1 I 1 I I 1 ONE STORY: d-12" b=24" 2 #5 BARS TO TRUSSES WITH 8d NAILS AT 6 O.C.ON I I r 1 1 1 1 I I I ( ) I ' lU� �i 3000 si CONCRETE AND 1 #5 BAR AT;48" -1�'— a —� r s I;p i 1.I,I II .I ;,, 1 , I,,,; ' II,' s. r , I s ,„t <<�I ` ,; I 1 I� .� 1 I 1 1 I I P O — _ EDGE, 12 O.C. IN FIELD. ;, I p _ 1 I I _ 6, "e,! i I ,p�, si ,j �# I I ., Id ,I �f, –__– _–LJ._____–_ _ L__ _ – ------SII i _.L _--- ----J I 1—�)� (IE– .C] I IIS 11 „i ,,,u.^7 3 1, SII 1' ,r 3.1 '1' 1i' ,„c. „ 1�–' -- --- – – – – z==– t–: – -__–_=–� – O Ci – / M 1 . ! .,, . : lr 1_. t., ! _----_----------- ---rl=== --- -�___ -_ ---------L:,= =L-- -------------I I - __ _ /2 2X8 JOISTS AT 12”O.C. FASTEN TO LVL � � Ip 1 fill lr e �a'I I �r ; t ':,. I ;1 r1 ',,1 I rr t– I – 11 -- — V ) � 2 ,L1 0 N C9 i ' '4 (�' '�I. , Qq�, ii , , 11 t a I ` 4� �� I I I I I I i — - — - — — —''I—I I W �t > fI,I.I Ii .� 1 ! + „1 r 1 , .I} r 1 I I I I 1 1 I i .��T�—���- —�-' -� 1-1 1 1— - VERTICAL WALL REINFORCEMENT TO BEND ITH LSU28,ALL MOLES FILLED WITH 10d U o c� V r� UI ,. 1 Irl ,o h ! I , ir �j1 I - — — — — C7 aC7 i,i, 1 I,il( ,, I ,, dl,l++,' rIi , ,.,' ,I I k, ,,,`,,it i a I>`i,l I 1 I I I I i i =� -� -� =�(�_� ONE STORY: d=8", b=16", (2)#4 BARS 1 _��=�j 9" INTO FOOTING. 2X6 CEILING JOISTS AT 24"O.C. NAILS. .r Q 10 V ; .'. t, - r _ III— —I I ❑ U ¢ ❑ d 1 �„$I a rt I I I I I I,_ _______ 1 i TWO STORY: d=10 , III 3 #4 BARS III FASTEN TO LVL WITH LUS26 .. a Ia i I,�;:`t� , ,;,, `�' ,f, 5�'�'n=. � , ,? I I I I _ - E,, (3) 1.75 X18 BEAM — ( ) ,. ? �, �, .,r� ,",: y..:. I i aI . • »� ., ,.r. ..�.,... t ... p,., I –� d .. .. , E _.1 _ s- ON STORY d 2 b 24 2 #5 BARS F D _ __.. . �., , , I — _ OOTING TO BEAR ON FIRM UN ISTURBED 1 1 �.e s . I.L, _.. . _.. ( ) r u _ 1.. 4 _ _ _ ._ k .,., _ ». ..t ._,., _ I r. _ n .,. I .. I f n. 1 — _. ___. 1 r„ _ t , . . . , i I I _ . _ . �. �, 2x6 CEILING JOISTS AT 2 TEN TO �. I 4 O.0 FAS __. �. O L - S E SEC ION 2/S3 FOR 4 .. .S t , _ . _ L . E ONE STORY __ .t.<__ti.. 3,. . -_ 3. ,, _ , _ _ _ . nz _ — -.. . .,. .. .3._.. I III . . x._... ..... J _.,. t___. r _.. . - — — — — _._»._ _. _ __, v _ _ _ , _, I � � TI A WA L REINF M BEN � , I. �� VER C L L ORCE ENT TO �,�. _ .. _ ,.. .,. _.. _ . .. . ._ . _ . ._ _..._ _: , _ .... __. _. _ L L �. E _..._ V WITH LUS26 ALL H LES FILLED WITH , , . .,. � ., .. .. I __ lu 1 I ,.,_: . ,. . ., _. � IFICATIONS. , ., I I t fill � I r -� ...WALL SPfrC � , „I• .I. t k 1...., t a'. , I 1;; i I I I 11 `�°=va�.o '. „�.. I. `,r r.s. I ,,,, 1 1, .,� , I I ,:- 1 i ^x1 ni -)�� ���—�I�— - � 9 INTO FOOTING. �., , .,; ,. ; ,, ,, i r- iI'�1i h , F?I II, 4,+`II'r' I III II I I I IIII 1 1 _ — — — .;`_ rc��,.- :, ..,., 10d NAILS. r 1 III If I I I I I �.. ., , ;,1 I , ' :,,�q , i I I I III — — — I- 'd f. , ,,, .. `1: , bl :s, , ,II ,, itI I I I I 1I — — I `- I. I 1 ,. I� 1 .u , ..I ,I , I, L t� ,.j ,1 ., 1 I I >„_ IIII ►r.,, �I , III�,III , , 11 , 1", ,f i l l„ � , Ili. I Ill I I TYPICAL WALL SECTION I IIII 1.�� I § �,I 1�.. 1i ,; ): , �; 4 i;lir ;6,i;,h� h i. , . I III I I INll� I , I r ! I II III i II I I I r III —FOOTING TO BEAR ON FIRM UNDISTURBED 1, ,'I k , , t 6 I 2 1 \ 11 — 1 I d . S I I { s Ir i 1 „ 111 �'.� 1 I t� L�1� i 1 Nh� i i i 111 i SOIL. 1/2 1-0' I I,I !,l i' 1 Ili , I I;, t1 E I �� j1:�1� t 11 , I I I I I I I I 1 WALL SECTION ON LVL BEAM �� r= r ,r 1 1 1 1 1 I `---'III 1 1/2' 1-0 1 L if it i"i 1 1 ,'�. 11 i� " i� �I ' �I Ip I h j11( 11 I I Ia„ 4 I I I 1 I I 111 I 6 II I 1, E 'I I , I N I ,, , ' 1 ' (.1 411 I1, I I { 1 t P Ii � „ 1 ,1 ., { _ I 1 I, s' I II p 1 �i IfiliI '�I,�i Lit , � 1 I j, '1� I I � I I I I I II ------- I I — �'�' �II 11uli i k l t •, , I iI I I 11 TYPICAL TWO STORY SECTION + �. � " 0 1 1 it yy I r 1 IK 4 I 1! k. ( I r-----, r-------------- --� --� L---- - --I--� - r- i--,---- 1 I --- __ --- ___ _____– ' L t I I r 1 I I I I I I I I i I - � . I j � f�___-_ L�--vA 1 1 1 I I I I I I I ' IIf`e'r a@ ! + n I ---------- I I I I f f I I I I I I I I 1 I , Ir I tl 1. 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IN HEADER, MINIMUM(2) (a t I I r , , I I I I L.___J I I I I I I i I I I I I _ --JL-----J I it i ;III+I i I I L_____i____--J L--____J L-_ t-_______J_ J-L_-___-_---r-� I PER HEADER HEADERS OVER 6'-0": SPH WITH 10 8d I I I r -----------=- r - ---------� I n s' i,i,, , i I 1 i-----------i i------------ u I I ° u I I rr--------,11 I I I I AT 36 O.C.IN HEADER, MINIMUM(2) II 1 I I 1 it 1 1 11 u I I 11 111 I N0.2 SYP HEADER,TYP. SEE PLANS , 11 I l 11 11 I I II III I 'I° , "`I r 1 I I I I I I PER HEADER I Irl ,',1 I --------- :1. •:: C+ 11 II u I I I FOR SIZE PLIES AND NUMBER OF `7 II I I u i L-- I1J I I I �. I I I � i u I I ° I I 1 II I KINGS AND CRIPPLES. NO.2 SYP HEADER TYP. SEE PLAN I L1� �I i 1;11 fj, k # I1� I I I i LA // U �J II I I ii I I i II -I � I <, laiIl.'I+, i� I� , �, IIII $II i' I I 1 I Y11 l I I I I �f� �� �� I I I 1 11 ,1,:,M ill �11 .s^ I I ; I I1 1', 1 .' i I I I W I I I I ���� f Ii 11 i KINGS AND CRIPPLES. FOR SIZE PLIE5 AND NUMBER OF i l I I ' , L,'1 :, ISI I S I I 1 I -----` +II , i# , I „ , I k 1 1 {;3 I I I I I r ----J h (I , , ' 'i I I 1 III I U Ni r. [[[ I,f I I 9 Ili I I 1 I I I I t S co c0 iI i Ii l' II 1 I I 's I I 1 i � I I I SII I • 0)I_ I , 111,$1111 ' 11 I III �I II II -1 11 I If� I I y h� Ill I N ,I I �` ,Il� + : 1,I SI I t I I I I in I I a Iu I I r� • m * I 1i,1 II'i 1 I�I� I (, �I^ I fill I i '. h .!, I I UI i j III- ------------f-I ( . W Q I I' �', F I t1 U 1 li. 1 L° li III 1 i I KING STUDS&CRIPPLES: 6 16d I i I1 1.! j. I � II I I 1 u I i I ill I 1 1 BETWEEN ADJACENT KING STUDS AND C v i !' 1 . ;'I �'�': , , 1 1 1 u1 I I III I 1 1 I 1 ,� ! 1 1 CRIPPLES. KING STUDS&CRIPPLES: 6 16d p o`o ! 1 i I y 11 �� i i O I L tl I I Y I II i"!� I,I 1 1 i I i i I I I i BETWEEN ADJACENT KING STUDS AND h il ------------�-I l , l 3 I 1, Irl 1 I ---------- I I I I 1 _________� I CRIPPLES. I C „1 I C• 14 I I1 I f I f h9 I L I LI i t I' II ( 1 r I i I I I I I\ II I i i ' i l I i i ! i h I I I 1 1 a I I � I I (� o N I ! i k , I 11 i4 i1I i (: r j ---------- I I I I j---���itS----f� L- f, 1 ttI. NN I I �, v, I I I I I I I I � 1 1 r I L ----------- I I I I �� �� II I C I 11 �'I IIII I 11I I Ig'�111 ,,, 1 �I Ijl I:I I`i i I I 1 I L=�-===___-=fit I, I.'' , III Al�ti 1 i .I I 'gip ,. 'III I __ _ 1 I ------- ----------- ALL CRIPPLES AND KINGS TO BOTTOM , ,. ---------- ----- PLATE BELOW WITH SPH WIT ( ) d _ 1 k I -T====- r------------ r=====-r--J I - c=====� I H 10 8 Q 6 m - - - O 4 r• , ,,v – – – ___–_____– ____ __ , r ry r , ---f ter– --------- R'r----- ,dll ti L_–___–J –L____–J L–_____J M � � O I r i �� i i ALL CRIPPLES AND KINGS TO BOTTOM �� o o I j �� i .':t , I I �' i' I PLATE BELOW WITH SPH WITH (10)8d. co i; r I i r�i -@i rn s`. I i 8j0III1iiiiii f1 I r ' i >��.� A I lI 1 .G I i `,,% "1 O' r E - wy1 i 1 r .I 1 Wa i. . . - a "� i i FLOOR SYSTEM AT 16"O.C. FASTEN R �� .� yao sa I I 1 1 I BOTTOM PLATE TO BAND BOARD WITH �d I. I , Y ” r _ d. „ r rr � i -� - 6 1 1 15 CS 16, 9 ON BAND BOARD, ON FLOOR SYSTEM AT 12 O.C. FASTEN tK #t ,I i BOTTOM PLATE. FILL ALL HOLES WITH BOTTOM PLATE TO JOISTS WITH (1) a==. i #1 +r} ^ i I 10d NAILS. SDS25412 AT 12"O.C. �•�` I I 1 + ��`' + IIr of I. L-------------------------------------------------------------- –J - ®� ��� I I I. I T– A �r I �� °>� sya�A ��® 9 ��� Ni�� a .E.S 28 I f — — HEADER FRAMING DETAIL — OFF—GRADE I 1311 „ I�!'ll' ,, 4 H EAD E R FRAMING DETAIL OFF GRADE 5 1/2"= 1'-0" Sheet No. i I r 1/2 1 0 '`"' t f1 ' 1 1 P .;rl ! ,- 11 III r E } f , ROOF PLAN 1 II I II I I ' ,t r ! jk - C 1 _` S 3 1/4"=1'-0" i 'I " III I I I I' x` k y I r s i r I II a , I r1 1 1 I I I I fi I II I I , I 3 - , , � i � of 3 I 1 1 I I �,1.? I y§p ith t uthorization Alexander Grace Consu in Inc. shall be withou liabili to Alexander Grace ConsuI n Inc. I. I, p'I I it I'- ` C t This document,together with the concepts and designs presented herein is intended only for the specfic purpose and client for which it was prepared. Reuse of and improper reliance on this document wl ou wntten a by w g, t ty g, I C ,t V I f , +i r9, 4. S� a; 1+ ' s "L 1 , t t °' 'I t""'R fhb;` i ' i i 1 �' 'rs.:' r :: r 1 . � '_t F , (� I I ! l ; = „! I I , I Y a. h, 1 t I _iIi­_ I­ -j I I I. I 1 +i,� 1 . 1 4 4 civ I , ' y I , I ,'F In Ira tl�" „i I }: '1 , .c ,�I, 1 - ti. s r ^ _., - _ C" r III >F•, to k d r�, �"1' E I 1 _ `b ( 11 : t r { / �Il p al ft Ill , Iiii, i- I� �SI I Ili �I� IIf � t II �',i ,t Ii �. sot, I_ : ,I YI ll�Il I o ,+ i I, ' +, ,.t' fl i is II 'I I { -. ;SII �I r I,I R t ` .` �.. _ + �1 1 I, ,� . 1 1 1 1 � _', , . i , �[ - f .it _ - I i k, III II I i GI i��, ,�, I �I , i 1 i � - -I -1 I I _11-- . �.� Ir -�- - . I i t �� '� �� ZL.e . . 1, I 11 1i 11:1 , Plar i< ��`}y��I11 i� ;I fi fli �. 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( ' II ii I_ I S2(ENGR.) e Ist � 2nd FLOOR FRAMING PLANS, NOTES w � I ,� () W -AQ 11 K I p ( �l� fl , I - - I Iq ti it ,CII li.l , y_ ` J.�• I! II. '' } ' j 1 � JL11 U S3CENGR.1 2nd ROOF PLAN, WALL DETAILS zO � ll i L- '.I +11�i 1Ip i!� , I;� ,f i I� I'l Ii d ;I I I I I I n N II I 3 Y �t ` � �� �I ( ' i 1 I, 4 11 Y, , 11 I :I `� I I i ' k 1 I�.Ih I� , 9 1 11' 1 Ij ',1�' •+ 1 I 14 �i I IE : I11 I 1II I 9' 1 l �) 9 I {i �.— { !I ,ril �- C pNy Il I I � I W i 1 'II' kI #I� ,1 { I ) I ; 1 I I . o r I 11 I (I �i 1 II 1 Cn I I i I 1 1 � i l� , � I ;i i I I I u I I I . � N o � I i� I11 1 g II'I , I �f 111 ; — I! f � I 0 �- - - - I IP U II .1 Ie t 1, , I) I I I n - - -1 0 w II 1 1 I( 1` P ' I ll�11 , 11 II , it l L — n Z �I I 1 rl I X11 ` I I, ' 3 X�2 `'� F 1 ,` I' 1 v U 11 I, r , i I I IE1 i, , , { 1 -01 11' 1 1 I 7 ' i I. '.19 ;III I L] F + ___d A F , �I :I 4 .I ! 1.1 ' Is, I IT { 11 f l 111 C I` I " I: '€e I ��' j. 16. �, S4 h 1 I' ` 1 1� 11 1 i , s .. , ... ` r I. 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Ix, I II I I, I i B I 1 si I. Ii ,ji6q 3 ii 6 1 '"II" i I I + ' ' I I 1 1 .I i.. - - I� 1 "k 1 ; � II Y 1 r: .I 6 i j I - - - - - - 't C - I 1 i ' , I, I'1 i 1 it I I i I 1 I I 1. {I I 1 1 , I ;j I �� I � OI I 1 i I LL 1 i I I11 L I z I I I � I I � t 'a � t I I. PI I li�.� ; '� I � " , j I' ' l�' : — I' i � .1 � � I+ I1 — ,: i 1 :��� : !,�4 I:�: : 11� I I 1I 1 f= -Irst Floor *9��__110 1 ion :::::11 ,3n secono 1= 10or�j i i 'i; I "' : I II I ir 3 k �1 ! t I Y.a 1 t�[ ; iIII i I�. l� t, � I � � � 11.1 : l fl, �L I Ir i I:t,: : 11 l!�i i �. I I I I I I I I I I - � i _ - O '� ° N �, I � 1 /4 = 1 = 1 /4 _ _ I I i ( 's= I + i ' I od � O II I ' II -- I_.L I r 7 Z 1. 1�1 I 0 M S I— U . I lel®tom - G�t��ra l pp zk 4' I �1 0 Q) . I f I. ALL WOOD IN CONTACT W1 CONC. OR MASONRY' SHALL L! =, A Z m 1 ii �I� I 1 BE PRESSURE TREATED. I ;i ,I 'I k ' 2. FIELD VERIFY ALL DIMENSIONS. W U �1 1 1' I I` EXIST. CONST. TO REMAIN -+— I ,` lj� I, I1i 'l 1' AN. k; 3. NO REQUIRED EGRESS IS ELIMINATED B PL L , Ijl I i;1 1 i f � 4. RENDER ALL PATCHES SMOOTH, LEVEL � INVISIBLE. — — ® f . 1 j - - .. x , , = EXIST. CONST. TO BE REMOVED O �I, lit ; i` I� + I_I �i �t1 f ANS MEET CHPT. I(o, F.B.C.,2OI,a. �-- �- ikI 6 ,,, 1:1 ,lir I i ,- ll� I li, NEW CONN. Pro "ect Summar Q I,it 1, i'� 1gg� I 1 J U ,, PROJECT TYPE. ADDITION f I j ( ,` s SINGLE POLE SWITCH 'i I i3 '81 1 I i 1 PROJECT ADDRESS: 1425 OCEAN BOULEVARD I ,7 i l Ill DUPLEX OUTLET U 1 Note �1'i'1 ® IItIO�I D PL . l NO D �— I INTERSECTING STREETS. 15TH S EMINOLE B AGH N 1 220 V OUTLET ff E RD. , Ili: ,I Q i 11 t O SU T n III SHA CA FU �' ACE AND PP R 1: � I I_ CONTRACTOR LL CAREFULLY 51 RACE REQUIRED STRUCTURE PRIOR TO AN1' DEMOLITION. EXHAUST FAN-IN PARALLEL W/ LIGHT "' 1 I d' 'CURRENT USE/ZONING: RESIDENCE I 1 : �I 1 1. 11 ,, I I I 2. PROTECT ALL OPEN INTERIOR SPACES FROM ELEMENTS. O CLG. FAN JUNCTION BOX-BRACED STORI': 2 i�LiI 3. CA A L PLUMBING TURN OFF WATER SUPPLY PRIOR TO DEMO. " WIND lm �,): 130 � i 1 ,j I1 P L ® NOTE-SEE 'NOTE p I i, I I 1 4. SEE STRUCTURAL PLANS FOR NEW BEAMS � STRUCTURES. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 I,I I � _I ' I1 ® SMOKE DETECTOR-WIRED I I' 1 i 'i ° I I. TION. { IN MO I 5. A ICADE CONSTRUCTION SITE DUR G DE L _ 11 B RR NEW CONDITIONED AREA. 283 s.f. 1433 s.f_/plan 150 s.f./exist) br1 I 'I R I � 11t �. BRACE AND SUPPORT EXISTING STUCTUAL ELEMENTS FROM FOOTINGS �\ CLG. MTD. LIGHT FIXTURE I I NEW UN-CONDITIONED AREA: ii s.f. (side entry porch) 1 ii I „ '. 1�, , a 11 I I ? f I TO ROOF MAINTAINING CONSTANT SUPPORT THRU ALL FLOORS ROOF. NEW IMPERVIOUS AREA: 359 s.f. 1599 s.f./plan - 240 s.f./exist) I, 1 I 1:il 1Il 1 I �tj 1Ill i I 7. PROVIDE PROTECTION FROM ELEMENTS AT ANY EXPOSED AREAS. � I I I I E , E, � I 1 N 1. i• I �tl S 1 10• Y I s p I t III ' I. 1 1 + I 1 : .I. a: I J 1 ' 1 .1 II, I11 I I i I�- f' I :I I I I I ,III , f ` , I't Il I 11 I ii �I+: �i E I j 4fi/w ,I I' I ,, I .9+ e r I, t f ,. I 3 _ .E .r 1 ,, { .... _ I . 1 , �, o I . I I 1 f I 11 1. I' ! _ t 11 tt I I I ,. ` Hi r I 1 ` �' . G 11 { a;; ! I I i ! IIi 110" ! I f 1 m ,_ .iI I G° �, i!s . ,� I i I I i 1 I -. . I Note - Genera l i ! i : 2�0 - 2rr I. ALL WOOD IN CONTACT W/ CONC. OR MASONRY SHALL , ) I ` BE PRESSURE TREATED. 2. FIELD VERIFY ALL DIMENSIONS. 3. NO QUI D EG SS I5 IMINAT_ Y AN. RE RE RE EL EDB PL 4 , t ' i 11 I I I r r rr r r rr rr rr 4. RENDER ALL PATCHES SMOOTH, LEVEL INVISIBLE. 1. I 3-9 6 - 2 3-I 2 -� 7 - 6 3-8 5. PLANS MEET CHPT. 16, FB.C.2ml(d. I i 6. ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH CHPT. 15, F.B.C.,2010. l lAll, ri ! 7. ALL ELEC. OUTLETS NEAR PLUMBINP OR AT EXTERIOR SHALL BE GFI TYPE. '� f �<� ! 2i r - 2rf 8. CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TO ANY DEMOLITION. 1 it 1 Ili �—R I i �I _ f r I ( 'i i ±I 9. DESIGN $ CONSTRUCTION SHALL MEET PREVAILING NEIGHBORHOOD STANDARDS. �4 , �lll ` f I., ,f -2 —2 1-8 �✓-� I-8 —2 —2 I(d. EXTERIOR FRAME WALLS SHALL BE 2"x6 AT 16" ON CENTER AT THE IST FLOOR, 2"x4" AT 16" O.C. �,, ¢ L I' 11 1 , n s n u r n i u r n u " N I 11 1 AT 2ND FLOOR EXTERIOR, INTERIOR WALLS SHALL BE 2"x4" AT 16" ON CENTER. m f. f 1". .1 l f f...1 1 1. 11. EXISTING INTERIOR STAIRS TO REMAIN. �% _ I I li i ,t '� ;i I 1 . 1 12. REPLACE EXISTING EXTERIOR WINDOWS AND DOORS. � Q , L.I 'i j 13. STAIRS TREADS & RISERS: 2 RISERS $ 1 TREAD SHALL EQUAL 24"-25", NOT INC. THE I" NOSING. cv li ,tL i { i 2 �� 2 �� 2 �� 2 �� 14. STAIRS - THE MAXIMUM RISER SLOPE IS: 30 DEGRESS, OR 7:12 PITCH. -� O� 1 �'`, , ( 1 15. INSTALL 5/8", TYPE X GYPSUM UNDER STAIRS AND AT STAIR ENCLOSURES. Q) u � , I iii I 1; 4 :' 1 j'` I f I 16. VENT DRYER TO EXTERIOR � LL \ } I ' I . I 3 50 4010 trans. r i6 ; 1 = II IIco * - 17. CARBON MONOXIpE pETECTORS SHALL BE HARP WIRED. (L/ I ii : � � II II a�1; I II f 18. 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IF 6 0 0I - lL II r f, tI i , ==== I d �' � :t I d �3_ r kil k ?�l It . 7 1', r1,. f , 6 �i.it �§ o f ,4 71 �I Y r '.i t- 5 lli 1 1 1 I '�.� • In' O O O "' Ii r. :r . F t i, I, {II I. I .I O '� GUEST ,I (its 1S , :11111 I III' r 1, uo k I I I S D l.. i w z hi �'` CI- I� - cIl – GUEST 1 i� � d) _ I s °� I ; Ff 1 f 2068 LD . i % �' I I itf' I � 11I ,i i, r 1 h II 1 I i;t , If 1 1 _ i,l 1 'i i1 1:11 li� ' 2068 if 2068 � 1 ' ! 2868 'I I = 1 i 1 x �� 0 i' e , �, �" - I ! I - ® r n r n j' li - k J i �I' Ill Iil, �t 3 ZLI Is;a if _ t i ' Ik1 1 ' 1 I r 1 { 1 I� �,. I k { l I !; r 0 fi 1 1 'f ; i" I �kI,I' 1 . ,f } I I— �I i , is L ,I'` � ==e ill �'I "I 11 _ I f d I I � I � I L -0I I 1 1 �� I cv I I11 N 2 -6 Q I , 2(468 I ,I , I I It �t i 1 I i N 1 f I N r n r ss i. J 3—6 4—3 `�' — I ,i �,. I: „1 I :i iiI N 0I It It -1Z LL 1 : . 1 r �. 11 , OOM \ — - - - - - - - -I I I 1��� d T �4 M�,S ER BEDR - - - - - - - - --- - - 0 s I I N -- , k U R }. 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(433 s.f./plan - 150 s.f./exlst) N JUNCTION N X G 1 B BRA ED I I- NEW UN-CONDITIONED AREA: 66 s.f. (side entr Orth) � I ® NOTE-SEE NOTE y p 1 NEW IMPERVIOUS AREA: 359 s.f. (599 s.f./plan - 240 s.i./exlst.) t ® SMOKE pETECTOR-WIRED :, q l I I I ti 1 , I { ). y I I. tL � I I I i I I I a ,' i ` '' I I'I CLG. MTD. LIGHT FIXTURE — � 1 11 b= , f I ! 1 �. _ 1 '.V 1 l I { 1 i I 1 F k 1 k E I i �. E If . �. 1 } .l. I' I`� ', 1,: � I, I s .i 1 � � II kI' 1 iI .�� I `=i �I .f I I 9 7 g' f l 1 IY i f a. 1 .° kk Ii ` I -, 1 JJJ . ,, J { ;f I f1, _ .f f. t .i Is, d i i — i i { � s I,tl t . i I 1 j t I , I It t I II �I °I iii I I, , 1{ Iii I � k F f II -E I I / I ✓ o' Iklt� `I II 4 II] 1 € I , ;,I i 1 1 alt I I 1 �I I 'i' I',I �' i.l ; I i 4 L, i j' I as, 1 it 11 > I i 1; - . '.t , It !. 1; 1 ,, I ;` \ RP = MATCH EXISTING ,,� , \ NEW I- ,; I, i 1 1 EXIST. ROOF v v v .It I I I I , i 1 1 iIII. �, — ..t .. 7 r ::.I I G I' + I I l 13 i 4 ' t I �tf 1 - r �EI ! I / I , I. 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ROOF EXIST. �I i I I ' / I , k I 4. l t 3, I - 4 '.I /'I. I E: $ ! r i i I i t i .i' t i I rviI 1" I ` e il• N II i - i v $r a II. . li " �/ l 1 � } I it I '� I I' I I 0 11 i I , I 'Il I I r 11 1 a 1 I 1 4'; L.L. 1 :i - I'.'. .. '.. 1 I I I� IE { .. I I O �I :1 ' it i 1-1 :I I ( NEW-MATCH EXIST. CEDAR SIDING F— ,� 1� i4j O A TT N B ARD B E ol� O II ii I h iiiI Q r I I I IIS - I I I Q it J I r ! ',I � ' I I , 3 CII i I 1{ EXIST. EXIST. I I t 1. .I.6 !1 ei, r a I +`xI o `1: 1,11,t 11 h i V I "I fff I I i I II .1 I d i. 1 1 I ! I a t I. i Z a I O M � 1 ? I — ' f 1 (� q �I k I E 1 I ' ll I [fl] II 0 ill�i: I 11 I / f I 1III ? I� I I I m Z I — I or1 { I ,I1 N I I s 11 � I I pront U I I t I - it 1 `� I ; f I, iI I - ii I .— ! I. it -11� � ; t�l'l I I it, 1 rPI i. ,i \� U -t— .I I '� w 11 C , ,�; 11 I. I I I I I � i � ,I i, 1 �i I I I EXIST. - , � I - ;` j 1 1 — € ;I a � Ln Q (� ii i 1 I I I I I U I d I I , I ,I , I I, _ 11 I a ,III I;I i r I f I 11 i. ` 4" '.I r. I. i_ 0 I r r l i� H . 1 I o !! ! I � , � I 4 iti I ,li� I i I, � � ill :1 1 4­:, I � I 11 . 1 1 5 Pro.j ect Summar dI- l li 1l T ; : PROJECT TYPE: ADDITIONI �,I I , t I � : olid j;I ?11. I I I I II I '`I I I III I i I ( I I = _ PROJECT A DRESS: 1425 OCEAN BOULEVARD d �, INTERSECTING STREETS: 15TH SEMINOLE BEACH RD. i I aI ( I '' .d '� I zll�4 I, '1 CURRENT° °" URRENT USE ZONING: RESIDENCE II .: I `. I I; S it'i 1:1TORY 2 r'',. I 11 I ; II f1:1 i [ 1 ;i " , ; I I I I { l� WIND (mph): 130 II I: INTERNAL P SSURE COEFFICIENT: +/- 0.18 # I I'i fid ,itj i �� � ��' 11,13 �� 1it 1 ii I I �t l ' I a �I I�I � I I. I k,rlj,I I { 'MI NEW CONDITIONED AREA: 283 s.f. (433 s.fUplan - 150 s.f./exist) Ilt i 4 j 1) I I I I I ;III NEW UN-CONDITIONED AREA: 66 s.f. (side entr porch) I3 � : 1 I 1: I I I I I I11i � IE y p k I I 1, # �'. I NEW IMPE MOUS A A: 359 I R a.f. (59 t I aI RE 9 s.f./ Ian 240 s.f./exist.) {{{t p 1 I I II i SII 1 if i r I I 1 I 1 1 {"I, ' r I d' 8 �' 1 I I ' I d i II ,I If I, � I Ii : ( II I E ! I ' I. ', I I I fE III t I °A I I I 'e 1 r�. - �. I `.I. ,I � . - 1 I I �'I ' i I f I S ; 't I IIi I I ( ( I I ,� I I� ¢ r Y 1 1 (I i { ii 1» I I �,,; I ,I G� I�� ?�� I p LI1 i it I�I 1 ,a t1 I j. 1 1I Ii 1 1 II t sj - G J ,f � I I' I II II It ❑1 - i y i �� 2 J��a ',, I ( ' Zdo I I d , t I r' I r I l ° .r I 11 -1I T i ". V ! I i l 6 , 11 I I �i� I j ` , s �f 1 I!, 1 qAl € ,� I I tt I' 1 I I I it .. .. I I 1 I; f I 1 %L i I � I , I. f 11 1 I 1 I , t I { I 11 = .. # , 1 . i r �, , 1 I 1 , I ,t — - .- I I, II 11 11 11 I 1 R % ) A �4, 1 I I { 1. � I �I I1 "`� I 1 '.I _. 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I �' �; � II � Ir � 1: 1 I I 11 .I { , 11 ; .I -� N e !.I O Q) 1 r 11 �a' 1 1 I '; �:111 I , 11 1 I II .fli i. I I ;;; q 1 B -'..I ,. 1 LL �I I Ir µi 9 I U �i I 1f aCl2 -� I., ._ 1. I , I I -� I , I II I II C I I I 1 , F F :1 Lit - ... I I , I � � I I � O ,� I I 1111 I I i i'I 111 1 f f. 11 II11 i , i 111 l I-- I ', 1 - ( �_I i 11 I t IT: 11 t Is I Ili .1'I. I. :� " IIi r ,. 1 i _ a. q 1., .�. , i t 1 I' t . > :. q d I . C I. I' IIt Ik Ili.l {I { I ' , 1 I 1, i i 11 2, iIII 1 . i 'I,e I 1 i N EI It: I �•; 1 f 1 G. I ,i J'I�t G'I I 11 ' 4 I I 1 -, , I; t I L. r 1 ` Il I i,, [f. I ,i G ' 1 1 � hI ,1i 1 i 1 Project Summaru I1 I�I< i it 1�AI 1� � i� r. RIDGE VENTS AT I : I�0 PER P.5.C./ 2�1� I PROJECT TYPE: ADDITION I k ai I I : -� {I '^ I . I 1 PROJECT ADDRESS: 1425 OCEAN 5OULEVARD l ,� 11� . I! IINTE S CT R E IN ST i,: (` C BEETS• 15TH � SEMINOLE 5EACH RD. 1 I I(, ^I; I i l I I . I I 1 1 L.. I'=; 1 I ' , I r CURRENT USE/ZONING: RESIDi=NCE ` I G I { 1 � I �" 11 1, STOP: 2 I ! i i ,' ll I `I 1 i 1 j;> I. l WIND Cmph): 130 ;- �I I 1 ,, ` I k p, i t ' I i� It I {f t I (r 4. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 { ' II ^ I 1 �, f ^ i 13 , i i I I a l G {T , I - �� Ii l ; ` I c j �1 I NEW CONDITIONED AREA: 283 ii 0433 s.fJplan - 150 s.f./exist) I 1 L f NEW UN-CONDITIONED AREA: 66 s.f. Cside entr orch) l;i f 1 f l l 1 I C I f �� y p it �I �I i'` � ��� - I^ lit I I NEW IMPERVIOUS AREA: 359 s.f. C599 s.f./plan - 240 s.f./exist.) i I I , i 17 Y iI 1 II i,- 1 f I 111 I� i � ! " i I s P �, i i I I! i{8 GI I 1 7, Is i1 �! l if4 ! iii 1 F i ifl� � i .'I o I I 1 I iii. 1 i I I, l 1.. 1' i III 1,. k@[ Ij ii, 11 f _ -_- - 1,:' it - ' 4 I ^ I � ;! I i 1 I. 1 I I I i� �Iji 1 a 11{r ii I " 1 '.� I' i;�a,r 1 .;k i j - ; el s ,i1 ji ! 'i Ilr :�, r ok 1� " E `R �I d 1 1 � '� I Ih k�` - � � j! ij;,? Iia ,5"I P111YPi 'Q'I- Ill "l I ,:I, +,il',.t ryy lu" i„ I. ' P., .Ig ,I ira, ' ' !A',;u � ,Pal 1,5 1 1 �.', I ` , rt. S� 1I�) i I r,' ,.I } ! i'I 1 II I ',f '� F ,i` Pas ,,.'.1 rr9 ',, ` Y ��i Ill lIil, l 4ll j is �, r If I , Ir I ., y I i 1 .I. Ii 'sr , 1. I 1 - I I :,t. i �- I 1 I k 1 q1: �. 111 I — :, 1 I - 3. 12 >.0 >� A CH XI ST 1 I j�i11 fi I k 1 1 ,If I I I i Pro "ect Summar --4- it II P ( `' J 1 U ,--' i ! 1 't � _ J�I 6 PROJECT CT PR TY ADDITION Ili; f I E PE DD ON 1 ro ii I C 5 SSI �I' 30 1 , 2 KIN ST � ON ,� � u s I I D . II � 1iI I OJ � � PR ECT A SS 1425 OC DDRE EAN SOUL VA E I RD 1 � 111 'i I 3 � V A I III I I /� III /-� INTERSECTING STREETS: 15TH SEMINOLE BEACH RD. OI V I �. W 1"t TSF W/ l� IS (. ( 1 "- ,j PI - I iI ,,) - I I 3 ,; ;l l 8d AT O.0 / DC O.C./ ISD i — %r" ti ., I ,I} ` , CURRENT USE/ZONING: RESIDENCE �,(� II I i I 1, LVL BEAM V` � �Il i i I STORY: 2 It -1 tl44 l i t:. .. r x I , i. I ai II WIND (mph): 130 t 11 s� ,.�: 11 11 Aro, Ill ' I ; j Il INTERNAL PRESSURE COEFFICIENT: +/- 0.18 r ,I PI I LST26 STRAP t T 1, 1' 1 I NEW CONDITIONED AREA: 263 s.f. (433 s.f./ - 1 1 I it ,, plan 150 s.f✓exist) I I 1 _ I,11 illI�li ?„ I 1 ; 11! i � I NEW UN-CONDITIONED AREA: 66 s.f. Cside entry porch) u u RAFTERS - 5EE ROOF FRA4 ZING PL,4N, SHT. 53 � SI1„150N H-3 HU a i RRIC�4N CIPS- I 11� I z li I. I , NEW IMPERVIOUS AREA: 359 s.f. C599 s.f/plan - 240 s.f/exist) ,; I I ��jj I it ! I S 111 I ` 1 Q - I fM ' a r 1 I J it ., 1 ! ! I I OPENING 5OTH SI�1D E S E A. T US � � � it Ti°a i t L!�Ir �I I I 111 ( I. !! i ty t I I , i- I � 1 I 11 li c{) iIT i in } I}'I I f I ., . 1ik if {,I€ l I 1. j i 11, 2 CRIPPLES MIN. - I PER EA. BEAM, 3 OR MORE LAYERS '' \_ 4 N :1 ii 141iv 4 i E DRI Q I �i! E i � ' I I I PI ,, �_! r' �;� j l A I,I l 1� ,! I�'It1 1 I T� X71 5 I 11 I ��'r 1 I I II I ; I! 11 �, ,luI I'� �! I I ,, +11!ti a } 11 II + cV f g I 1" 11 p , I 4 1, I k[ ,I O !i l.1 P } ! 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STUDS p i 11111 !, 1,,1,' !p, k 'Pi + Iii ` 1,.t� +'. 1 ,j PROVIDE APPROVED AND BONDED CHEMICAL SOIL TREATMENT AGAINST i r,,1 li' .�, 1I 1 I i�,' w "# "` 5 ; '' I, 1, I. ",: I ',P 1 t FUNGUS, TERMITES AND OTHER HARMFUL INSECTS. » >r I I Z—FOR SPANS TO 6 FT - I 1 1 , III � I I , ;l1 " . 1'; 1f IIi'1i° ; I; 1 2 ALL-THREAD-MIN. EMBED 7 SII�PSON 1�STA 3 13 .�,11 r I ' , `t I $ 11111 , , 1 #P'i! �'"`' 1 , i ` j"1 flit 11,' , I 3-FOR SPANS TO 9 FT I r I �E i IIq`5� 1' 111- ,1 J , l ,I�1 a l; I, , FRAMING 48 O.C., CORNERS & EA. SIDE OPNGS. 1 - OO JOIN - � � 1 1 1 .��q SEI I a l it I I }li I SEE i� ,4N f.1 jPi '': 1 � I 3 s k 1! 1It }r Iz i°.i l n 1. 11� ,111 ! 3 , s i I r ,Is ALL FLOOR JOISTS, CEILING JOISTS, RAFTERS, GIRDERS, HEADERS, Z X4 SILL PLATES /� j� j� /� !;, hl; I� lI s 5 �'11 i+II I I 1, I1 SILLS AND BEAMS SHALL BE N0. 2 SOUTHERN YELLOW PINE (S.Y.P.) I I P�4P'T. RD, �4N ' ' �`` 1 FOR SPANS TO 6 FT a I jI �, �IIQI�I ! .I I ! r!r II r d!,1�i I I1�. , t, 11 . ljk1� taQlPSP i� UNLESS OTHERWISE INDICATED 11( '1 1 P I , i I I 11, I + IT I I Iz P! r f. 1 !- '? �' LI IT I t:T1 ,EI1! � 1 , "} :i 1 1 1 it 3-FOR SPANS TO 9 FT _ INSU�,4TION a I11�.I , I .I I I ( ALL LOAD BEARING WALLS SHALL BE N0. 2 SOUTHERN YELLOW PINE (S.Y.P.) ii TPP "r I �,f i r„I pa II 1�, „t a i r� �.`I"1r'<I I"it! a .Ii . I`�g1�1 i tr M"4 oil., .I` UNLESS OTHERWISE INDICATED. .,; _„ fir, ,y,.I', !f rs .,.I, lt, p I5.,,'y, I , :::,Iir ,+8 y,r5 eG;f"eel ,,klfy, j,t, yf;4,.; ., k ,Fs r, v r.E",, A.1 t. .,.1, ,I �m.a :fy �,.. in Y�i"rC!'r&,y ,I Q11aK r,,, ;t.r1(! h_ I +,R e,1,,..:—. ,r.�:.,. .,, .,...'f{"< a.r",... 1, , <S,i �F,i t -? , "'G, BO� 11 ! m P.; ,, II 1.,! ,.�. __..: .II, DESIGN SPECIFC IONS FOR LAMINATED VENEER LU a ,, ".;.. �. . I -. — ,1, ,� w� = I , Ir.Y ',q ,., y 1 .tf . l,I,I1r �j ,l _ ON3OT�--� S 1� 5 �4. .J. I AT MBER (LVL) 5I�P I I +I r ;�. t� II a. , ,.';l �I, I „ 1 , �. I r ;,I,; BEAMS AND HEADERS :!' =,1.� �I 'I ( , , t;; GRADE : 2950Fb-2.OECIO , �Ilt 1 i l I ti" ti, III, II BENDING Fb . 2950 11 TOENAILS11 2 1Cd it IJ}! MOE 2.0 X 106 ) ( 0 m I k1 �j 1 � i:l SHEAR Fv 290 11 — Z 1 I ,;, W Ii ; u .l ii 1 �� to 1 , II11� it ILII �a 11 I CONSTRUCTION AT IST FLOOR ��► o � s ! F i ! , f 4 Ofi ! I' 1Q , II! �. ,I"°. if 1 d.a <i , r II i' I. i GABLE ENDS SHALL BE BALLOON FRAMED UNLESS OTHERWISE NOTED. I 1, (Iq ff p/ (7W/ I .1 _ 9 J .1 I ! I I 1 p ; _ Q lL lL ! j it I, . it i fi it,i.. 1 .Q! j �- ll!�rti;) 11!_ !flIit .. 11 I I 2"x4" CRIPPLES @ 16" O.C. i �. . I Vit ' 1 ,, i I 1 E ,i I , i ,I� I I1Ir LOADS it II II t 1 i Ph I ,1 i `1i I `" I 1; I I - 16d TOENAILS ,1T 11 I 11 ,� k�" 1 ` II I� I' 'i' ROOF LOAD DESIGN IS: 20LBS. LL�20LBS, DL I 1 E[ R= 13 F.G. INSULATION ATI ON 1 It 1 § + ,I ! ,±! I FLOOR LOAD DESIGN IS: 40LBS. LL�20LBS. DL 3 I a 1 I! I R UJALL i �I 1/2 1 !1 ��I I I I' P L `,( c l - r 1 II 1 Ir I I 1 II r �I, DESIGN CRITERIA .I I 1, tf , III ;; ,It I II II ALL-T� EAD AT Il O.C. Co � :I I. { . . t I r .' i I ` R , R QRS ,�. SI 1� O O� NIN S : �, >: IL I 1 II,; ! WIND ZONE: 130 MPH I p it III IMPORTANCE FACTOR: 1 I! II , ILII �'1, II, I , ,' , f� ! ;I fi.T. 2 X(o fi LATS I � INTERNAL PRESSURE COEFFICIENT: + — 0.1 S I, I !, t 1 1 I , ,.� :r. , 'I: ii 1 k y s 3 TYPE: ENCLOSED h II,: I�.. a 1 ` .I s '1 - I r E's I I i1 I t {Pt i 11 11 rl, k� ''A it, i; - 111 1E 5 IP r I ,1' ! 111' — — 1 I ilil 1. I !°1 11 —L' ; ,� _"Li 1 1 € , ��a�l 3/ i���'uJD SUS OOR z �I -� F � . I r : t,T 1 r1 } ,1 �r I i I III 511} Y 1 I��,�� �i iE,j I ! IIIf,,[I I I , S f ul p$p ,91 `-i 1 Q,, ,, , i I �_' d I 1 1 II€ ,I 1 I:� r la }, f i I 99 T� pica — 1� r 1, I � 111. III1 �1 , !1 � 4, �t1': , 1 �[;1I�' i �; 'i I 1`1 II' 1 � i, ,': �,: � ,. �' r ;11 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER � Exterior Wa � � � — I I Hi § Y3[ I �OOR JOIST 5OOi2R,4IN �4N Q I l;d'�ki�ll t 1IIP „i �I ISI '1ll 1 }_It",'�I I I�I' ,, Ii:TI If i, { 7gj,l I' I�'t 'I tr `I'1 - — I 1 i No.of I/2"OR Ea. k �, 1 r PI I +P 1 I, 11 s : 1 `' -�` NO STORY ABOVE ONE STORY ABO UJO STORIES ABO Q I r ( I i I SIZE OF STEEL ANLLi. L, I I �i. , I;, l I 1a rIroRCIN�BARS N.T.S. —� �, r I III P ", 1 I +, IINCHE$JLLJ s P [ 1 11 r, { ' 3 3 x 3 x I/4 - ¢, �„ 3 I I9 -C�. INSU �4TI ON - - I R- � o r I 1: k ill '4 V I ! i 11 I 5 % t III i 1, 1 -.,;1' l 1 , I ! 1 i — / 6-0,r I 4x3x14 6'- 0" 4' 6" ` 1 11 I 1 _ GRADE=VARIE5 V,4fi=0R 5,RRIER z p 1 ,:� ` ! P I `_ - P �J X11 I v I I ! f � 1 i 6 5 x 31/2 x 5A6 lie-0,. 6-0” b -0” 2 I I �--- U I I 1I IT #5 VERT. ,4T 32 O.C. � AT CORNERS � I I I ! 111 1 6x31/2x5A6 14'- 0" 9 - 6„ 7 - 0.. 2 I i — wIIIrII it ,: 1 1I�� CELS l,U/ CONC. T'� t m II , tt 2-6 x 31/2 x 5/16 20 -0" 12 0.. 9, 6.. 4 i a I U I; i I I tit � _F I a I P I I`Il. ,I y '1 1 I PER TABLE 8703.73 FSC.,2006 1 �/ -� I I § —a 1 aI , ' I ; ,Ii „ � O � II 6i�t 11 I{ 1 1I OPENINGS TO 3-0 WIDE 2-2x8 W/ 7/16 OSG 5ETWEEN 11 'i — k f !! , i` 0 f I hI 1�. .` I OPENINGS TO 6-0 WIDE 2-2x10 W/ 7/16 OSG BETWEEN -+_ I ,I� , � , /— /� „ JI ;I , i ! } I C01PONNTS C�.y4D D Il�1C5 C .5. .� OPENINGS TO 9'-0 WIDE 2-2x12 W/ 7/16' OSG BETWEEN 1,illNI 1i P k I r!P I I it- 1 # I � IT i 11� 1= END ZONE Il INTERIOR ZONE C4 U �- f 1.I I SIZE 11 iT .=SOUND�4TION P >4N I 71 ` I , i 1; ,. CS.FJ POS. + NECK. - POS. + NECK. - CONNECTO}R SCJ-�'EhUL o L----===, Q - I. :.t - -: 0 0 � � P . � , i t 1, I 3 a , 4 ( _ i " I I, I 11 i I I - FLOOR TO FLOOR AT EXTERIOR SIMPSON MSTA36 ' I; 3° jl 0 20 25.9 34.7 25.9 28.1 � . 1. I 5 t IT 11 11 IP�: 3 x iI 11 ! , �, q l; 1 EXTERIOR STUDS 1/2" ALL-THREAD AT 48" O.G., CORNERS, `I 1 � I II P ! ! It I ! 1� I I ' II' 1 I EA. SIDE OF OPENINGS FTG. TO TOP PLATE ,l 11 , 1 II 20 - 50 24.7 32.4 24.7 26.911 J , 1P ,1, , aI , 1 11 : I ,I. 14 1 i I , i 1 k !}141 r ! 3 ,1 11 !I € HURRICANE CLIPS SIMPSON H3, BOTH SIDES x , 11Iii, 1 I 1 !1` 11"PIII N�,., 1 1.1l�L i ' s 50 - 100 23.2 29.3 23.2 25.4 4"x4" POST BASE SIMPSON ABU44 rIulp, i a ! ! '� !" I I 4"x4" OST CAP 1 P SI SON t, 11I MP AC4 14 L, it � 0 T I . I I ,.I r}I -4� t; 6 It , �, - " 22.0 26.9 . u l i f1 i ;� I, T� L:T fiE 100 22.0 24.2 r o 1 K F 00 JOISTS I I k L R �'O END WALL SIMPSON HU28 I I ,; 1 �tI Ili 1 1 I I �� I i I I , :lar I� I , . .. r 1 ; t. "i I I E i ! { lt�j DECK JOISTS TO LEDGER SIMPSON HU28 �a ILII{ ! 1. � It rl I r( 11! a ik V, i { I. 11 1 I! i 1I I' 1 : I1 I HEADERS TO STUDS SIMPSON LSTA21 lit 1i , it, lc� NOT TO SCALE1 5 !,111 : 11 1jI1I II. I,� }1. Irt I fI IL IT '� I t „ I A I ;1, GABLE END WALL TO DBL. TOP PLATE SIMPSON HGAIO 1 i „ ,I I z I }, ( I r i I i X: iL� I IT I1.°I a I } 1 1 sl. 'i 1 I I li l j 11 11i � 11 1 1P 1, 1 y" n � . 1 h F { II}�a � p 1 Ik 111 I; !, !- , P 11. q a{I 1. � I !1 ;111 CII 4 i !1' it � ', , 1 - I ' i; `i 1F I , i 1, I I� II'!I I ' I` ,; Iii I- : ' ' i' `