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Oceanside Court 53
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' .._.,--•-.. ______ �f- i �-ter i �J I - y, �. � ` ��r j I N�+./ _ rd.G'•,!/n__' � I 1 ,—.,.• .. I I 1 -�fs` �i 1 1 )^ F;' , `� k� I C�.f�( I j � n�! I _-t � � 2 Ft.,_.G� ��uT a-� �. I I ► o F P � � � � ,�, c�,t- �- , w , ,I F v 1 j _ (---__ — I!t 1 f _. _ 1 �r•I�r� j•�-' �, 1� r a—( I ! �� It cCD o 3 fi C, 3c�! - rte` #, :} k I�' ,-r. I : '� t � 3 z q 4 4 • • r r �� ~,'� t.: �{�a��e�'r��s',;�•�"I, �:'r�.��ri 1�r��,. ;� � `;� { � r � '� � � Ir ' , y r � J yy 4 .�J J W� + A'•- -ice-+r f ) y CHECKED.VY: T IS,ab PZ F ED 6�_F FLOC FL '�'j D FLO D F-:L .w HUMB[R _ d t E 'N x 7 g i F h n _ r,-{ I .r y : w ,5 e ti , _ •, T wo � Z' r +-9 .. .• tit_ ,r.� rwt�../�-w'.P,A_.�..a •.• -.. -... .♦ _, 1[ ,,_ � +r x , .. J.. . '. ! ..L: .. . . ti . . ...^ Wil... _.wH � .. � '>� Y .. _ F. r, _F. �,. _ r �. Iii,R >. t '`` '�' ` '. 4 6n%{3 c l+1 ! ,y Ia �'7 nO i t a -b G G'-j & p p �_ _.�rL. rl-T N4 2 C Pi p� O B 16 R i� I PEI -I.E5 : _ -raaLR FOR SECOND FLOOR smem RALLa FRAYING M I n Float .I •w7` THE SEE= WALLS TABLE WAS ESTABLISHED ASSD][INA THE FOLLOWING � CRI OgLHSB NOTED OTHERWISE IN THE TABLE t- � •� REI C�IF.I�Y' Is REQ' ;�"' • x 4 STUDS o te• aa. I A) ROOD SHEATHING TO STUDS NAILING SHALL BE BD COMMON HAILS, H) f.. _ z x 4 sn= • tr �.¢ Na 2 or et. i TO STUDS HAILING SHALL BE '3d Ir 6d COOLER NAILS FOR 1/3N t�- , _ • lie. 2 or 9t. OF ; ; 4" .'PNC. S�.A6 W/6xfix1Q 1Q W.W.F. GYP., BD. +� curer couaMcrm itu. cLp STUDS TOP ANO tat-rou ' i 6��811 THICZ HD. RESPECTIVELY, OR 1'-1/4t1 TYPE a OR R, 16 SCREWS ,Y`, :: w 6• CUP >3itJ�s.� u w s;flloa TPP4 r, aa. n,a w/ � ,��� POEt HITSSR BD. TRICE. C) FLOOR TO FLOOR ANCHOR TIES SHALL PRODUCT -- -,� - t • . 7• WEDGE k4CHORS CODI$. FAP197 , ISSEYC011, ANCHORS. BEE TABLE BELOW POA SPACING. , 7' WOW MCHM r CONCRtm atm W/ COo�i Wsus W OR/ DEB3toNAx=OX REQUIRED SINGLE oa BREATHING FLOOR To YLooa s , t+xK. ,cx,a WWm Olt r RMEW ROW. SHEATHING DOUBLE TO BTIIDB ANCHOR SPACING s '� TYPICAL. THICKENED EpCE RAG TM•� & Couto MLBREATHING NAIL SPACING B MI(.. V.6. . C�A TREA(�D FILL. 4^. aA1�E WA SGI� ,/Y'- >wq;H Rt�tr. v�woR a►natat amort �..4 � �" wkµ coda n T '_ -'� Q 7/t lo ,05 8 5 u Q �,.. . - �� OC ��� viz N/ ? P 5 RODS DISTRIDUTE4 VERT. AS $$HOW" 8 • UL vAaDrt eutRtRt ovQt P. � ' Q � a COMPAM ■ I a M Q Vn LAYOUT F SET• •FOR HORN.. 6' , 1091crc ll c .� nu• ` y v / r'.,. 0x1. IDn10 WWM R1R o N . . �J� 6'r Carr. lJlb Qs 5IN6GE �w,'1� N! AI]' REINFORCEMENT. U 99Q. HORIZ. JOINT nt� ww. � ,� t�) 1 a■ calm. 9 1 -4 8" • REINFQRC MEN (MAX.) L$I.oL1c.ED T ON' 18 O.G. MAX• \ 1 — NOPE: FOR 1-5foltY �ONDTItOM No1>:. trc 1-t;n0rr�r caN�tt>ot est t'-a• wumi w/ Jia'■ cv0rr. USE 4j �---11 UI. Via �M INTERIOR STEPDOWN BEARING FOOTING INTERIOR. BEARING FOOTING • YM71M i CDuIp�rm nu 1 4 scut: tax 1•_p• SC�: it2 . - .1'-0' � �� ADDtiITIONAL NOTES s- �` N AIL PHNEL. CD G E S O NTo �o�b�E s rJay v. ilr . -6�- , I --�I I (tI i v. Carr ' +. a �y'(W)x 10"(H) CONCRETE FOOTING , .� UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION EINFQRCED W • RODS CONT. ; R /( PROFESSIONAL THAT IS FAMILIAR WITH TAE HISTORY OF THE SPECIFIC U CONSTRUCTION SITE OR THE GENERAL AREA OF THE CONSTRUCTION SITE,THE I 1) �Foa LOCATIONS CLOIIDED AS , USE (ONE) -PRODUCT CODE w � 4 I UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(TWO)-25 FT. DEEP RTpCyA�$3� i 118R1[C011, FLOOR TO FLOOR TENSION TIB. mCi �� TION DETAI �' NT RIOR STEPDOWN .NON-LOAD BEARING A � - SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE ��' -• T THE SOIL B) AOR LOCATIONS CLOUDED AB , USE (Th)0 )-PRODUCT CODE � 1/2 a t -0 8H�[C OOR TO FLOOR TENSION TIE. � OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE M Ort l FL _ _._ .. _ ._ _.-- ---- - ---�_._._ _._ DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (LE. ORGANIC SOIL x d .- "- __._� UNCONSOLIDATED CLAY, .ETC ) THAT MAY CAUSE FUTURE DETRIMENTAL 3) JALL �ERXoR BALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED --`" STRUCTURAL SETTLEMENT. AT top UD BOTTOM AS SHOWN ON DETAIL 11� 01 OF SHEET �J„� • HOWEVER,(b}FTa DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH Q THE DEPTH OF SOMI.EXCAVATION AND BACKFML�.NUMBER OF BORINGS SHALL C4 " BE RECOMMENDED BY THE SOIL ENGINEER. *) FLOOR To FLOOR STRAPPING FOR IIPLIFT SHALL BE PRODUCT CODE 3r:C7 RTPIGABI6,r1$ZXCO11, SPACED ON 32,11 M C. BSH DETAIL rr H rr ON SHEET AO.�p .-- IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED(LE.25 FT.DEEP SOIL r 0°' BORINGS)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:- FOR COYPLSTE VIEW OF THE REQUIRED FLOOR TO FLOOR STRAPPING = x 2. 1 -A" I� "� _ THE UNDERSIGNED(LE.ENGINEER)HAS NO KNOWLEDGE(1F ANY SUBSURFACE L II,CONDITION REPORT;THUS,ALL FOOTINGS ARE DESIGNED AS SHALLOW Roar muss v _ Z FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE O O (2� IZo v,cwl-I-r .. OF 2000 PSF . IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER � � THROUGH SOIL REPORT OR SOIL REMOVAL , THEN ENGINEER OR (�] -_ UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS po w I �Gr E w� C„\ ��¢ Gp F`'G . S I-�'ra (LE.MAT FOUNDATION OR PILE FOUNDATION)MAY HAVE TO BE IMPLEMENTED 5 �� PRIOR TO COMMENCING WITH FOOTINGS WORIG ~ „ . �..__--� PRODUCT CODE TPP 4, I I _ _ �"` F+�� 3p�c,v *�� SEUCO- STRAP C Ike- i+ I ..-- -- _ _. _ r� _ NAILED W/ (9)-Ed 4- IL _ -_ _._ _ __I. �- __ ___.� __.__.. __...._ ---__— _ - COMMON NAILS 7. • ' �Gow�1 -�> ?'>�, ��_ - I I . --r 1-)1•il[J .._.: _-_---__ __. . �-z7 2�I U -- - - . ---- • , -- ��2��� -- ._----- --------------- � Lrl I PRODUCT COOS RTPCAly1, 'SEUCO- STRAP v __ -- r • • • 3°s�LL- • • I Q ! A Ll I ,I °A 0 1i-L V.I I�I � Q N � /"1 M I ,l, - _ ` \ +-1 I s7o L�-vas•• e�a�.wc.l o� F ca ' N Q. I STRAPPING B 1'QP 'Ie 80TTIOw1� r i �-... l GL.�a�.l,wtrt..�•=Ta�►p'�o, ����t�� N _ � ------ _ __ _ - .� _ry_T--_ _�-� _.l! `� (MT.$) LL If Ana I _ _ I g 00 FooTmi&,I TO go/J T --- �► ■ rZQ O � � `� � � ,� rte..---e• hw,•r _ ' '."+r • V I \� V N L__ _- --- w , N o I SLof 021E S� __. s - z o 4/ � I - I I►-IYF-�I 0 r�. -tlaT�p-��w,. ! � � � � ' O I 5 i _ —i I— % 3 .0 - I i .....r. ` I l •a I y- I rn ( 1lJ L_.. _._ J L. �4 '� k,,., . T — -- —I I l��iorz -s aaw►-1 � � _�__ -__�- L.._- __ - -- -_. - --- -- -I- - -- -. ---- - 1 _ -- :- -_._ =� II I �9 I j i r.�7 A-I 2�' — i I J I \ dr 4 4' N AL5E WAALL j \ N x / �I I Vrr�•t-I'r�O`�/1•.) �/��i E w� '' � •S L.Q p E it `S N a ao c�,e4 I sL, 1 "r.J 4 Q` - 1 11'�c ll0 pp r`1( _ I SH@U a-OLF - ' PI bt �b y� - , I t 1 to' ANC► BM o �' ... l CY �] 1/� wAiMOK (1)*,5 apoi, A r LT- ` I ALTEANAT[I ll![ iR11�'FL1M MIAS OA ' \N T 1 liWtxl FA-3� ]{ u. Wo w4Y r ' ] x4 �� ON >n� I N�T�� ROO � NAM� w/MCD TPP4. ar ". 1 . j „ f l N f oA C E PTVA i.) 7r�1 tom, 2f1z r'r 'i wnNro�irCa+arr ►1.., r.vGV p. 0,4 ro Rr 14 a rq 4 N A�•E-� p�E Z v UI-► -E S s • _ -rG. N s N�.-c:�.. r3 >: Ei ►-.s o T�a r — O'T A E W I S L v W P Lr a•.r•A C2 d5 .�4. . .�., i (3� . Q-a0FRN=rLP. Ih1L `1-o r3G, C"menr tic►^1Gt ►-1e� rLF_ t7 ,, I' wca a "i"rz>Jss � s Ss=Z • C� z4 " o-c , . .,._._F _.....-. .._.-__.._-..- _.. _T._...._. __-_ �5r-a' --•---._._--._-______._ .. _-.-__._._. ._. ._.._._.._.._ �I ,•• 1 YL VAPOR WtRICR PIER a . TWAM AMC CWUACnc r1LL 1 41 o o F �R a t'\I t--►cn l�V M t'y E rt. TO Parc G 2 a D � 4 2 ...t1• Im"'As �p�-e r r• ova- P>L Y Z E r�--- 1 I as !JVI POWT a wlwnts ( � I rJ 1 G a�E S Q I f2-�GZ i t7FJ D F R d o 5 L D P E_, ItUli t' �• I aNr coramoN. us[ �(o�up �-- I.►� P►G arC�-5 1 -�' E�- 1 O ri Get t \r a L tfaU�T. ., ... . F�n LjN. C 41► I� P a>_.s 4� v�A �. — THt�A LVL - MONOLITHIC FOOTING DETAIL (g� 10 c.) S . Tri` 5 PErl-1 MATER- C3�' � (1_ � �� / � V 4 UWEI OESIGN CRITERIA L1.�Gl..,l FI�E'RGL��S �r-11'•-IC�L�`S �..a< la�}I, Fa��•.•- � � y� a ItOI}F c+r`[ 7/IU 'SYea/Lj"�M1aa� �Nr.•�1 .LC�° ,w. 2� d Wd�� � VSS s C_c,�Q' +.���~� 2xQ p¢I?-i�•I � INC. LOADS... . . ... . . . . . .. ..... .....20 /sy. (2)24 t l l)l)It.. 40 /aa. It A �- WIND LOADS `- o r -Fakd6S I -5t 613-F��F (I) HeLlp. SEE SC�CDaLE A WIND VELOCITY (PER SBC-1994 EDITION). ......................... ..... a�Q M.P.H. S" SC4 ver,"'A" OF SHr(T Of sHeer #10 - - b - '\ III svL..aYTnl-1 5E 15MIC t OAD (PER 5EIC 1994 E UII ION) A rJ pr I IAILF(� w/C,yAI\/ A�/� 0.0� �"r �All.�t�-,v/GtaL•1 GENERAL STRUCTURAL NOTES: M� >a E`rA L -- �r��YP 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL - _ -i s��" Ca 6c:;, � `f 6 c f - 4I-Eao�a vE�rt'sc�„4w�'p,e_ REQUIREMENTS OF THE.AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF � C2, 2 -c Q pt,A-1"r-- � I CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS Is?E'r�la�I24a.c. w/ V �I - -- Via, bp ce.�ea uc 2) THE CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR Sca ,_1-�� & TO COMMENCING WORK. �C�o.,2SH�4�E' S nl�l w 2 L rtq C-_ 3201-60 �-�"QvGT�Ie L S �-rF 1,�J L� o rts� 1) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, `51.4-K,>�n s PPS 2rcANGLES, PLATES, HANGERS. DEPRESSIONS AND PITCHES AS MAY SLABS ` v «a 2.A x. �5 (±c Iv`, .e.• REQUIRED R IYND ACCOMODATE OTHER WOR( 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR I I �`� SLIA Gtr. '��) I I--��l ���� �� �L� -� C1C•L�/• Y� L I ( REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. � 7�I Cv '�aTi2vLTtJ'P� L sl4eei,.�I L o,,* e3p►S� I-F4�e,��- �� 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND I '�v°S I �' O'c `"'/ �r I I I-��UL - ------- ? r4 r- �'” `i.7P��� ` 4 V v�oe�� �� Ewa o,.rs n.�c SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK --- w I_ - -e'15-c tz jfj�ge c 11 pI►�[, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. r � '� I rIQ,I}-�'w�•Gol-1C^ pe ILaar� I r�e�j /Ib'ST���� _ N 0_4 n I j -p� Wa,1B�PctpvFH� �� 2x40 I ro"o y 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGN E:D -� •t � }•'1 E ���.�f �► +"I��- �� FOR 20o0 PSF SOIL BEARING CAPACITY CONTRACTOR SHALL REPORT ANY DIFFERING M `' I „ 2 p I �.T Ic6 rL 3 S`11UM Y VY900 vec-V-161C1 Vo 'J.,�•� m 4= 7'rvr-1 PI1.T?_' CONDITIONS TO THE DESIGNER FRIOK ,G :.uMMEhC,hG wORK I CJCLIG L1DI s� �+ N r_ Ill �` ' r Z�r4ssrn_ �; 12 AG- • ) / � ' � '}/� �L-`�✓r7Cl� S`Je-F~L Gly�- d�w�' >" / 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND n t� c4 d I 32�� O�G I� F7. oe_ e Srr-F� -- • SEQUENCE TO INSURE THE' SAFETY OF THE BUILDING AND IT'S COMPONENT PApTS DURING 1 I - a �c2 '� �Q caaG Gucl3 �.� ERECTION. d • . l -•- y I(,a F� yr� � (5TG M "-�`�"-- �.'r •( 5�✓p p F¢-S r� '�z o r �.� ZxI'�o" 'fir z,.8 CONSTRUCTION NOTES: .-r .L. It �X �(o'� LVlM• CONCRETE: I -_ . IST .-ro �. F"�� - - _.__.- -- ___ 17 ?L 1 ALL CONCRETE SHALL HAVE A MIN. OF 3000 PSI COMPRESSIVE STRENGTH AT 78 DAYS. - ��7 �p,r r' dr I�� •�p� x yC`'� . __ ) �ci�.�- Ftr2�ToIP �+`CP• 2�pF rvIlP_N,l TO wo-I FOOTINGS SHALL BEAR UPON UNDASTURBEO 501LDa5�R�CTUR�9L FILL COMPAG'1'E�"� I S Y 5v[GdI�FE�+�t J RTp�plB36 DENSITY OF AT LEAST 95% OFMODIEitb PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) Ct aAC� S�InIG���lc�1t_�G �a� I� -FSI W (2�2 rc PL�-T'� v, „ FOR A DEPTH OF AT LEAST ONE FOOT (1 tt•) BELOW THE BOTTOM OF THE FOOTING. �` - I � , T �/� ��� S�Q �i�� 5 ��-�.a G''Gj - C�..�2� /Z > �• TRENCHES AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL EQUIPMENT f - G1Yp �o �- ; l I 3) ALL OPENINGS. T ENC ES � _ LLLJ 3?'d•C, SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH CONCRETELLJ �z G T� �� 4• bT P'"`;"� �5 E To"i WORK AFFECTED. -____--__-_� --_._.I — CFr � SFFtVIG� 51[ 1 �'� IL 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, �Tp 6•fl$31` .SEMco. p4 t ►- , T ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. i 2rxv 1 \ RIM JOIST OR BEAM +� 3Z•� �7 L _ r�►�s @ I(p`ot, 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE -rp Gar11 U► w I (b 11y¢ _�I LAP SPLICED A MIN. OF 36 BAR ETERS OR 24', WHICHEVER IS GREATER UNLESS T D � - - r!?y;�•iY1�C .1 GYSwG NOTED. X 2�1 y 'TRpca N t • ' � Z OTHERWISE 0 ED. � ( I I �' v OEGI� Cp�jST��C �o�Il �� �P_ 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. b•F��S`"° S AME. AS FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches I � WµtP. 'f• SLAB ON GRADE.......................................................CENTERED USE PRODUCT CODE RTPGA836, I) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'--(" AROUND CORNERS OR �sEA1Co", T1E LV r_ar.it.L"rr, CORNER BARS W1TH 2'-O" LAP SHALL BE PROVIDED. ~" M Q )~ � �•G� I 000 2�Cv SOLI~ . -� . ( 8), CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT / "' rr ee POST STRAPPINQ Q TOP z A(� -10 L-6- PL-A-TF- ..� I RT &A g �� y REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES i (N.T.s.) L _ ticr�Y1 I►')� - 5HU1LL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I v I ra 1=�oozSTEM �(�A 3 Y S ro 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR y I�" cc rz �'1✓S`f f ' .c '�' r DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED r.T 7-m 6"x 6" OR 4"x 4" POST ` OTHERWISE ON THE STRUCTURAL DRAWINGS. ��- - r.T zK4 USE PRODUCT CODE PAPGA , z I &" Et,ao� S'rs'r�M � 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS I "SEMGO' ; Ic ' !C, FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE �;:--- - - -� "� b DRILL B" INTO CONCRETE FOR BUILDINGS• ACI 301. r '. `-� - L----�u4, I-1FrAL Ea.,� oQ,Ira _ . �. - - -- - - 5 I ( -T- p., I Zx$ Q•-T- PLA% MASONRY >, FI LOort.-- P4ST STR EEING-_0 limm �° "" cn�� 3 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD-BEARING CONCRETE - - - - (NT,SJ _-- 2z 6 PT PL_A"T�_2 u w YiGY�6 'if I�sUA.• l-I oArrLf_!- MASONRY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH �--, � 8 xg'•x I l. IUJock OUT 13 to Ck F OF 2000 PSI ( f ' m = 1504 PSI ). 1 -� = R1:I Nf• W/ (1)-*5 RQ'D N Q a I�Ip 141$uL '��* - - x►�" V)0(IC OUT BLOCK 6if _ POST STRAPPING A Ix Fv¢,¢.,Int, •3-f21P a 24"o.e_. - f �$j,J�($#� (iqD 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. ROOF TRUSS (�%cp X 1 O��� g0 LTS R 24 O•L TOP Jt BOTTOIIA Fill C LLS �gE Tc w1►�FtE v .t4Tka1, - bi X ILr• " �oLT� L�{ 4 C" 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH (KT S) -- A E o v. 15 Iw s w 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. I - - -- lZ fa'(I? f3©,a,ea 3/4 Q IG I V _ spvT'r-�P%,c_r_ t WOOD FRAMING �I F VO-,zip-l( , -5;T•21 per, (.;2 24 CIOe_ 1) ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER RITC AND TPI AN NATIONAL ,�P��r. �(��;'� • DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. r - 8' C.M.U. REINf ORCED VERT. / 2 ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: S C mV R ►N FoFicE9 VENT W� V 05 RODS DISTRIBUTED ) 45 Rofls > si of AS SHAWN ON SHT,II SAWN LUMBER LAM. VENEER LUMBER Ont SNT uslr 9 t1oRq.. Q1N USE 9ga. HORIZ. JOINT OEINFORCED Fb It 10 PSI Fb - 2,500 PSI 16 O.C. (TYP). FILL CELLS V/ = Fv = 285 P51 TPP "SEMCO a RIr1NS�RCEMENTIe C4NCRfTE WHERE VERTICAL REINFORCEMENT Fv 90 PSI PRODUCT CODE _ ¢C�►-IG LA6 (v�(o Io W4! ' - IS PRESENT Fc 1 - 54 S PSI NAILED W/(8)--8d COMMON e" M I Ir Po L�Y vq;vg, P-,Af 0-1 r t,'L Fc - 1460 PSI PSI E � Z,DOO,OOO PSI NAILS GLF��, W�l.r~-TaN1PFv, T�A.M11'F I.l. M� F• uSL� 1,400.000 �Q.c AT�o FII. L. LL� 3) ROOF do WALL SHEATHING SHALL BE 7/160 ORIENTAL STRAND BOARDS (OSB) OR BETTER, PRODUCT CODE RTPGA835. (� SPAN RATED AS SHOWN ON THE DRAWINGS. "SEMCO" STRAP NAILED TO CMU W/FLU TED CONCRETE �ar1P& 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTEp WITH MASONRY, CONCRETE NAILS (��ppc --� N OR SOIL SHALL BE PRESSURE-TREATED. - - 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM r I A-153-80. olle -- 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. v FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. a �_ :a 1� N1 V 5Y•�t-�I l, /�-LL �Dvi 1 -�I��I ' , I o+-l- 2�- ,.c I O Cb�IG. �r-yT1•-LEi w � w 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 24" 7) S) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 l/1 INSTEAD OF SYP J2. �Y 1 ,M , L 'SE TIOAI SCHEDULE "BMISCELLANEOUS FASTENING SCHEDULE EXTERIOR WALL OPENINGS CONNECTION FASTENER NUMBER OR SPACING STRAPPING 0 TOP & BOTTOM (N,T.S,� eMwM �r, �F ��, L� ��GC� �. 011. TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 � ! STUD TO SOLE PLATE, TOE NAIL 8d COMMON ,4 » » SCHEDULE "D" I ' 1/2 - I_a DOUBLE 'STUDS, FACE NAIL, 10d COMMON 24 O.C. SCHEDULE C S CH DOUBLE TOP PLATES, FACE NAIL 10d COMMON 1 er O.C. " SCHEDULE FOR OPENNG5 SHML BE AS FOLLOWS FOR ALL LOAD BEARING ~� TOP -PLATES, LAP AND INTERSECTIONS FACE NAIL �- 2-16d OR 3^-104 COMMON RECOMMENDED STUD SIZES AND SPACING F1T CONTINUOUS HEADER, TWO PIECES 16d COMMON 16' O.C. ALONG EA- EDGE WALL PATE HEIGHT STUD SIZE SPACING (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) OgNINO WIDTH IN FEET PLYWOOD_& PARI-CLEBOA_RD SHEATHING: 804 THRU 10'-0" 2x4 16' UP TO 3'-OI' T-1' THRU 6'-0" W-1" THRU 1 -01" ROOF - 7/16 OR GREATER - - - - 8d COMMON G'p O.C. EDGES 10'-1" THRU 14'-0" 2x6 16' � � D (o O.C. EDINTGES LINTEL (3)- M's (�)-2xta's (3)-2x12's WALL - 716" OR GREATER (►F ANY) 8d COMMON 6" O.C. EDGES do in MUM= 14'-1' THRU. 18'-�' 2x9 16' JAMB ** USE t#0 (2) SRM 0 THE.SME 511E AS RM OF TIE Mi GENIC MUM •iY O.C, INTERMEDIATE 19'-D' THRU 22'•(r 2x9 12' TWO (2) PLATES WTTN A 11:r PLYWOOD FILLER. MAY BE 1I51rq INSTEAD OF moon 'SPRME • SAmS , 2*1a 18' THE THREE (3) PLATES MENTIONED ABOVE. > » "m SINAL K CONTtN1" 1'R01A top kATES to SOLE PUTT S. 1 of , I vi r,m "17-rrrf f-V wl�p Ir • A'4 N, wmmmw"r gx"l nN,, „r.. «. Ill 'i NT Z,. M, CHEDULE A RTPGA838 'SEMCO' 3 n gAELZ FOR SECMW FLOOR SHEAR WALLS FAR)CM (suovil `ES STR (MAX.) ROOF TRUSS� AP SCHEDULE M� RTPGA836 "SEMCO' SPACE 0 32" O.C. SPACE 0 32" O.C. THE FOLLOWING 4 sum TOP PLATES . OF BEARING WALLS THE WALLS TABLE WAS ESTABLISHED ASSUMING ADDITIONAL.M mom ON REINFORCED CONCRETE MASONRY (PRE-ENGINEERED FRAMING) CRITERIA UNLESS NOTED OTHERWISE IN THE TABL11- 1 33) WOOD SMTHING TO STUDS NAILING SHALL BE 8D COMMON NAILS EXTERIOR WALLS FOR 1/211 EX LS AND STRAPPING: STUD TO M, BD, To STUDS NAILING SHALL 89 3d & 6d COOLER NAILS it * TRUSS No. UPLIFT TRUSS TO TOP STUD TO a 5/81, TwCX BD. RESPECTIVELY, OR 1-1/440 TYPE 8 OR W,, 16 SCREWS 1. SPOTS CLOUDED AS NDICATE LOCATIONS WHERE WOOD OR DESIGNATION (Ibs) PLAITS OR TO STUD TOP PLATES SHOE PLATE ]FOR g1jill BD@ THICK, C) FLOOR TO FLOOR ANCHOR TIES SHALL PRODUCT SHOE PLATE I 19SENCOup ANCHORS. SENTABLE BELOWFOR SPACING, �V HORED CODE. PA218Y v - RTPGA836 COLUMNS SHALL BE NC AT TOP AND BOTTOM AS TWO (2) 11ATI OF SHEET #.T. A Lt Ir FLOOR TO FLOOR 'SEMCO_ SHOWN ON DETAIL Rv�s ENDS 0--,520 PRODUJCT CODE HCPLR PRODUCT CODE TPP PRODUCT CODET'p DESIGNATION REQUIRED SINGLE OR SHEATHING CAC6PT OOES "SEMCOm ON 32- O.C. SEmC0- ON 32- O.C. SHEATHING DOUBLE TO STUDS ANCHOR SPACING "SEMC(O" STRAP TOP PLATES Of w/vo-gid SHEATHING NAIL SPACING RIM JOIST 2. ROOF RAFTERS SHALL BE STRAPPED TO LS AND Cf4U WALLS AS SHOWN 01H JOIST INTERIOR STUD BEARING WAL SHOWN ON Z510&LZ (p 4 NIA RIM SCHEDULE ,A!' ON SHEET # (0 AND WALL SECTIONS f,15IL0 C Kea) N SA14E SHEET. 10 STUD TO STUD STRAPPING PRODUCT CODE-Tpp DOUBLE 717," IN 1A WALLS REINFORCED W/ #5 W. 521-'320 (TWO)-PRODUCT CODE HCPLR PRODUCT CODE Tpp -C- SHOE PLATE 3. • INDICATE CMU SHEAR '*SEMCO'* ON '12:0-C- "SEMCOm ON 3r 0 ZZN� N LAYOUT OF SHEET "sEmao" TWISTED STRAP AV osf;, 151h)&LI5 NAILCZ W/00-V C, -7 TWO (2) - RTPG EL BARS ON 60 " O.C. OR AS SHOWN 0 a A IN 1A A836 RTPGA836 "SEMCO' Mo cwp) 'SEMCO' SPACE 0 32' O-C. #A8. % I (MAX.) a 0 - * NAIL. pri F_bGes ON IO '00u?"LF, Slu-cs TWO (2 RTPGA836 INDICATE CMU, WALLS REINFORCED ON 60"' ADDITIONAL NOTES$- 57UD TO BAND JQI��_MAPPING 'SEMC0j 4. OUT OF SHEET #AS- u rit O.C. OR AS SHOWN ON LAY IONS CLOUDED AS USE (5tX )_j?RODUCT CODE pa (FOUR)-PRODUCT CODE 1) FOR LOCAT z T6_ FSI,.-r!5- it Ick, 010)- PRDDvr-T (FOUR)-PROMCT CODE 91SEMCO11v FLOOR TO FLOOR TENSION TIE. ,r!5_H?-,T,5 0%TS-+ 91--PG-A 936"SEm TPP's'OSEMCO* NAILED TPP's 'SEMCO' NAILED ONTO (TWO)-DOUBLE ONTO (TWO)-DOUBLE C�D 0, USE (-rpo )-PRODUCT CODE -r6- H6 STUDS. NAILED EACH STUDS. N"ILED EACH 2) FOR L OCA TIONS CLOUDED AS w -8d COMMON M8)-ad COMMON "SENCO11j, FLOOR TO FLOOR TENSION TIE. AB) NAILS NAILS 3) ALL EXTERIOR WALL OPENINGS On SECOND FLOOR SHALL BE STRAPPED < AT TOP AND BOTTOM AS SHOWN ON DETAIL `1C is or SHEET 15 - RIM JOIST 4) rLom To FLOOR STRAPPING. FOR UPLIFT SHALL BE PRODUCT CODE .3790 O*Ce SEE DETAIL "His ON SHEET bo.(o ITPOR83do,"BMICOI*p SPACED ON IpOR COXVLZTg VIEW OF THE REQUIRED FLOOR TO FLOOR BTRAP'PXNG- 1.71 SHOE PLATE �0 z TWO (2) RTPGA836 > —Nill • A SEMCO* STRAPPING 0 0 c-nin TO PlAwn JUST SIR ;l47 DETAIL STRAPPING �7 FLOOR To FLOOR sill (N.T.S.) C _ _ __L_ J� _ - f : ti OINO < cr 4' I c r ' , r ,M ,r pi Jill Ll IcLveb 2x(o SHOE BLOCKING & LEDGER 1.11 oat- 411- ON 0.c. kvf, RTPGA836, 'SEMCO* STRAP NAIL TO C.M.U. WALL W/ gill 4/ V� q (c� NAILS go 2x8 P.T. PLATE W/ 1/2'0 x 1d*LONG Pa. C ANCHOR BOLTS INTO LINTEL 0 24" O.C. is • a 7 4 h� 0 cv-1 (j)fj ROOS 8- CCkSt v;% We (7.625- ACTUAL) cv-1kc1cl- -4 -7 • OPENING SECTION THRU GOROC-s_ c -7 7/16- O.S.B. SHEAThING 2x 0 16" O.C. WITH R-19 INSULATION T&G CDX SUBFILOOR 2x SHOE BLOCKING & LEDGER >-C "SEMCO' STRAP ON 32" O.C. :3.5 0 RTPGA836, NAIL TO C.M.U. WALL W/ C&)- 11q'i x 21/1 TApcorll NAILS 8 P.T. PLATE W/ 1/2-0 x 1p LONG 5/8- SHEET ROCK 2x ANCHOR BOLTS INTO LINTEL 0 2q""O-C, Eli "Ly 0.c. S')( 3' Cmu LINTEL 0-IN�ORCM Vill, SN�A� 1��L1 S LiqYour � � FLO P.- 8% 8" KNOCK-OUT. FA lJ K C.M.U. BLOCKS FILLED W/ CONCRETE & REINFORCED W/ #5 ROD' IN AS SHOWN ytit. _C) �Z Moo I -7� :-.7S ! 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