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Seminole Road 1900 (2) i REVISIONS BY t t-A E?4 r5,-r to I P-I- • � i ff� �'•, �`'l l�'TCIk• tx 1�T�� 4, rIZlaML la,ao�`. �_-��_-•..__�.�;.:.•.`_::-.,����m::�:..�=W.�,�--'_'_�:.�:.� -..��__��;:�..�..: I � j Ii � ,� i • V V GLo>C i I II rli i C! 7X IIN \\ lrV ti VIIA4 :I I . +f ► P-4 I -- -- ���..rz,rT=..�.._.�--�.-�.�•-•�r�:r.��,__�-„•.w,.v���s-a>n--.c�+.��,.,.v..-r�—s»�-..�.,,�,.,R...,�R..:-r:n Fv.. .�-.... K"r'^ .. ._.. .. .._.... �...-- - _" _. ��''.-ELS`• -...:. - - .- �.._,..... - .... _ .. ��_..Tz, ....-...._. .. 1 { �I I- ► J APPROVED �� I CITY OF ATLANTIC BEACH ' PLANNING &ZONING OFFICE MAY A 62001 'II EXI�Tr, GW�vt`t 1v�� HY APp"OVEo �• CITY. OF ATLANTIC BEACH Da BUILDING OFFICE04>6 1 � 11-1\4:Tc EX 1 E)T Cl r 1��.��.� t�l D -7p.1 L� GY (e rr 'f, i i I l yl-f P . Mit4=�1 L 4I�D IT 1 ��` ',::-C��. 'T"�',.J�-•.i ' ii `� I.i �! >{ LJ 4 �".../��1�"�� (r/�� IF,�.�. :'3 Y-" v./ 1�„j�.. 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City of Atlantio 00000 SHEET Building and Zoning OF SHEETS REVISIONS BY •:�� ._ __�-:.�.�-��:��:�.�,.����:�__._.___�-'..,.� � ...�.�...._—_-- ~z.� 'r �-�Icy I-� A LU M o rz�I r..r ►�1�, 11 do Lp - - - � - - • Cox �"� --- } jqt L GS uw� - - - - - � 1 UREEZE \Nwr • .� �t4.('�i'�r GAG I �1 „_,f 1 17t�I-rt 0 �,A EX 1c:�,T uj �` M�."C"'C.�- k=.`�(1 ST��--� �i i:�� "•1"x',1`'�1 � � � � _._ .______..._-._....._._._..._.___-.__._._..___ ____________.�_---_._------...._.�._.--__.__.�_.__.�___�__.__.....�_. LTJ.-� _ ~r -------- " Y 'Z FIL-T, 1AI-0, i 1 CHECkEO 11J DATE SCALE I-L A ILL .108 N0. SHEET . OF SHEETS k 12,1+ p, c^.[' P,"("0mD XLUM, Cc,>XCv REVISIONS BY t a'L til e i=+' 1.::) i.:o c- 1 ► l"•.MIA, �4 C)7 t t 4�D W A Lk_ E::, I N b t 61� T C • ( � � C�N�I rl�ISI�..:� ���, 1� 1 N'1�:ty� �cit•;�1 �UI;iS��lh I ��oll 1~IMo t lel` l��IZ Lo t'.t•-.1 k.�1 V I N Y V" '{ -_... J 2� M. 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L `� y bT a( �� Iw o DATE ' Q _ ITh'iii O I Q I b SCA • u� 'ILI TI !~ir 2� %, >Q�,.. 1 "1 � HoV-1 fit , t� hod (�o1 4"'� L i447��N� s I'r't:a >� 1 F %� IL�UIr 15 a - - l V�ll4L\_ 4b U «'. t1 a Y �..���� r a l f� z z JOB NO, r SECOOQ FLP� . ANDa171c)a J orA-rc ] ld- 3 15 r 44 Lr SHEET v`14.>TC. t-A Z\N1 CI + c)VATS_ G Ia fZ/4(-r F, To H 6 47 6 D P OF SHEETS REVISIONS BY ti voil V�E l _____ -- 7 � f ` s f 1 SII • 4G-x���. -rc� .� I �i MNew � � � Ing• � � �, � � � � ( `�`� DEM I . _.... .,..._- _ _.,_..... .._..... .._...,, _......_ Y I -;.:._-�--.-----,-rte_- ___..-:i�__. I.._ _ �q,,.• 1� '.{,i..+' � .� .,.r cl 304 +2x7- o I�ie�, 7t�Al,bS � DRAWN CHECKED Y t DAT I 1SCALE 4i • ��� .:.�...`, ...Com. till JOI NO. t SHEET SHEETS n REVISIONS BY k 2 p NI 0 NO L.I Y 1 G F'r�c-, � \M \N to W f RS M ES+4 , t .T-KP, ly NSW t VT0tz(-: Civ 5LV�, l , D to 1�a M� « �"" "C �, � C �► `� 1 1 a r'1 QTc 'F.XT C- Ce,Cl L ez'H I N 6-1 L ff, L13• L Ca C-� 1=G L7 a -7b.t ©�t -_� . , �,� � o�► _I 1 ' �7��uc.�C"u�..r:�t.... �=.�1-'rr�t��rl-�It�C-I� C-r,�"�,'�w� .-�._� _�..-�� �--_---���1 00 10 ?_X 0 j - P, ♦ r • .� �I P �.♦�� , • V� 1 t IL.��L! 4'� ��V, �z — 34..J I I.1 r� �^•--`�. `�_��,•-� ,�� ..i�Azo•L,,• .. �aC'� � I 4� �C�r. f•1v�t l:ul ,"E ��� � �.: ' : . 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"r.�� - �`'► Ar-�1”G t d � ?c'i �.�"�' � �=' L o p�T�'•l�tJ f�j�_,��--� �._.__..� .. •_•---�� �� I 4 ; >y oil MIN1tY1•Vf�l� sip#2 NU 0�(C� r='��.a t� �X 15�"► lel <:� � `•� .... U!��;..�, �a L. t<„� � C K t 5�T'`��f �x 4 ��i"�.► !� �1 t:� ��.. ��C l-�T• �-� '>�•-��► t`�1 � o . S L L� C± k :_l� ! CN faS "�" /�1 c cro M1 P. �- -r..1 11 ,D 5I t 1 c� , _- _ - __ --►�, I • M l 'a t2 u�� i 14 a u u ' II J• • 1� r v �. . � t� � II1,14 X I DRAWN CHECKED c - N .1h1 L•d �, -- -. al T E zooms SCALE 6'. � rr S tit o're D [�t�n. JOB NO. o1h1 c-I� � L� I �L 0-9 EFT, ,�] SHEi=7 OF SHEETS _ ► w,w, . REVISIONS BY s��� a Proms fast P'T' 1-1p I I I-- p I I 1 I I �, I N I • t-Z 7.x .�o � Y 3 � k. z _ I I I I I Q _ . AYY+�cKC� �x �, t�►M Ml�v, i .� `s Tta � W 2x 1<t . 4tlal,t" , i , a ko $ x `i 1 ► 1 1 I' `' tl 1 ' rl I - Z.h� C 121 tC]iC Vl=. - >=?-L.M C x wvr Aec va FLT, . ate ' ET r ' eXI.T �r 26 { ACL'=h,► �'`� s'. wy$ G �^E�i�i g fCY I PIC'CH U1 12, r4l 67 49 1 w EXIST! r41 f`/• 1 . r _fir °•i I �[, � !.� LU T— ` ib - ..oYr,essy � I ►� L! I <31 Zoo rZ cy 1 NSW I 1 Q m T 14o ! I , N x 4 o /Ii ta cj o,r, NNc v =� ' mo z I - RI �1..`�`. rt -1 l �o (. F'►..�I> -ou-c r�r SL., �., a A. a 4>e 4 I;.T WP,PMS;" p - ``P I x i Tx , M LL -Z x ITJim A 1 do! u; �• DRAW- v . _ L./�.1�� � ��- E!:> . acH�cKSD ---•1tI „ _.__ I11..�._.._.._..I_...._ -I--=-J... I ,� 1 - I . rz-act F' F I T GA t la (i 2 M'wTG,N, • T 1r' F>, R-oQ .G� �'� l 2. ? �N a, `2.� �. ►t C'� "t"1' r'_ �1 L I I4 (-; 0[6 7 5L P-�aTl 4 )Z ovd • �`+� (� �ly O./Z,� y� 2,�' `�t Q � �i �}, �..)��.�.�1G� �C�`T'�� c��l'��.�,�4 ( �� � _ SCALE .7 . ��'I W��W �f``�l�1:..5..��.. 1 l'^r D 1 C...��� �y.�. y Y :i�► E}L��� I � C'1 1 1`i��1F-t ( V` ti"^1 ��i' 'l4+ �Itil�'1 r /ar a ��.[�� I; 1 q F 12 - p I ELu �E�1 X l Si" � rZ-00 r Lt N.F- . 14 I Pj V,&,LLC Y' 12117,-, E„ SHEET DF SHEETS kL•, , w' - •• •' _ -t-.- ` REVISIONS r BY 11ov,t�:u110M :'awT.LEC 1 �� - 1�Ir � -z• - �YN1T'cN••�5 OUTLET \ _ lipY. GiziouND'rQ C.aMP�T�R( [- t t*l.�lllz,kSGEr�`C LIC-Il�T wt=A tiu,Prz.00 FcauTt.Er p -W1RS �>a-rue,G C�c, WP 'ttv�iF pwal= I 1.10Y PUPLV: Ca0,OUND r&UL"f C. IIrtMC, ' MoUNY Ll ST FIY.Tur�a FLT0 V-, r 1 Mol1NT . LIl114T FI?�TII�E. i 17►'eG I coj2l�,D LI CA.IH'i FIXTUP E i:� � 'F.�c.Gw�a'!~v 'rYc�.-�=Ll. •I.IC,N�' _ ___---�'\ � it � I / � ._.�� � 4 0. Pat T4- I.. -t._Ic,yYi' SW 1'r c.H �. Ii- ;. '��. Z• �n.7,lti!- 6�I ��FiT awl icl-� ` I I � � g F 1 � 4� - w ly, LtWN7 S�V17c'� U Ccs,kr(J.JC-K, �x�1A�l�r FAWJ l+I64T GoMEat N AT.►n N pp-,00r ?NECStDED � P . I } FLO0tz, , ® v� � I � I r. V..P• >~Ic�IT �tx7tatz,F x I Fl x'r UCz,E U I / EDOQjZ,. 5eLC P. ;.40C3 IBI_ lA,to RD, vq k\" .� Gi~►t_IMC� t=aN � I ��, bt�pL� I v� d Lo 1. ---- C I C�,�I�l� �u�,G►� t t R�rVvo�,t� �x(a r �� � y !� - ,�..-.. I ��- 0 tn r ` — � eLEC-r1;�'i1GL.L t �� ; I' c N � v � / �' � i 1 � f � t � •v:• awn ?n'� ro�t�Mvyti i ADZ . 1 t ate. t / tA u DEP, Qlat�,+��E-T OUTLET, DRAWN CHECKED i� I DATE r, / T, 14 , zcxoo � I 11 SCALE / i I 4, — d Lwo tz, �. T�I -1 G 1. 00 �- i 11 ! I Jb / \ \ ' SHEET t �. DE= SHEE=TS ------------ I gESIGN CRITERIA SOUTHERN PiNE SPAN TA IES �r►:��1N,laffclksn.� . r 1 1 1 laid, dead load, 4I ' ,i�' R18VIBION ROOF........................................................................ ..............s0/sq. ft. 1 A LILY I NE LOADS: FLOOR. ........................................_,_..:.....•.......__401/q, (L dgpi 0ly"11 Collins-S Nodlux toonow tall 1 � WIND LOADS: ..�.•.v, r ll� 1»K{-�(•Gt. F'(�jF��iL,� r WIND VELOCITY (PER SBC-1917EDITION)..............:............ p Aru1-+1 X11 LJ�T'l- e7v� 10 mph �3pi1cltlg Grade a S �X�5`f r `�E� I�f FLA EFFECTIVE PEAK ACICELERA'DON Aa<005 ! �p 1 � � SEISMIC LOAD (PER SBC-19gZEO1T10N)................ FO LT PEAR VELOCITY, Av<0.05 4AM Mt1n. •MXN, 11wtf IM.M•r1 t7..t ilrll M•! 1M,1 IIr.1 ll►.. Lw.i . � i�t � 4'71id . GENERAL STRUCTURAL NOTES: M"$W al.w boolod I" sun r..R+sm Lw+w $"I"" .._.. F r' 1) I f IS THE INTENT OF THE ENGINEER THAT IHIS WORK BE IN CONFORMANCE WITH ALL 12 10-4 14.11 11-9 11.1 11.1 18.9 14.1 18.4 14.9 11.11 � T 11 l i� '� F`.a l hl"Y-L to..A 1"ll 11`1••••. REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL 00 (HEIR! WORK IN CONFORMANCE Z X 11 14.11 14.1! 14.4 14.1• 14-0 14.1 14-4 1 12.10 .10'4 1�a.1 �d4 . T I WITH ALL APPLICABLE CODES AND REGULATIONS. 4h 1t4 100 11.1 111 18.1' i1.1 {1.11. ,11.1 10-11 104•. 11.4 N�k-TGN tkl'�Tc-. ! s�CM(o�EN��iGc�N f• 2) IHC CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 10 11»1 11.11 20.10 11-=• 70.10 90•!1 110.10 11.11 19.1 14.3 b d Ci�tT,�11.+• r 'j1`�~'�� TO COMMENCING WORK. - 2 x 8 14 19.1 1W 11.11 ire 11.11 111 194 111< �,11lLI 1.�1•• V E�11�{� � 1 3) CONTRACTOR SHALL SUPPLY,'LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, 111.11 13.1 BE LES, ED TBY ATTACHED GDMWINGES AND TOGAGLOMMODATESLABS DEPRESSIONS OTHER WORK IIDTD5 OWNEON THE DRAWU;GS.MAY it4 17•8 11.10 11.9 U•11 111.1 11-0 14.3 14"1• 14.1 '10.9 „ • , LY-1 r' 1 ref INIC, to AO••0• >ri-Ox H-0' H-0• ftd-0' >14•d it6.1 IS•10 t7-✓t . 11.0 �4 4) THESE DOCUMENTS ARE THE PROPERLY OF THE ENGINEER AND MAY NOT BE USED OR 2 x 10 111 71.0 14.1 14.1 14.1 0.11 11.1 112•1 10.1 11.1 11.1 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 44 11.10 81.4 81.1 11.1 11.1 11-0 111.0 11.10 14.0 12.9 %>!�"��1 ���� �• r 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND {11 71.0+ 11.01. 81.0• p-0' 20.0' 11-0' K-0• p-0' 11.0' 11.4 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ......�.�. � ` EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 2x 12 1s 88.0' 21-01 '044P N-0' 904P M-0' RI.O' $4.2 t,1.1 1M _. r' (?QZ� 4 re, P-•q'� C 16 KIOTP.0 FA 01 CONDITION INFORMATION IS NOT AVAILABLE. FOUNDAT10N5 WERE DESIGNED x4 !�0• 111.0' 11.1 11.1-4•' 12.4 11!1 11.4 1/•/ 11.1) 11.1, •11' �. P P�.U M 06 c;SIA�J,6) SUDSUR CE 5 L IC-1 L 4FOR A 2000 PSF SOIL BEARING CAPACITYCONTRACTOR SHALL REPORT ANY DIFFERING �• f � L .T EC1R4 CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. ' 1 OLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND I 4 (MINTfr 1 �•KI YI�h ((-Lp V (�,`Ir-I 7) iT IS THE CONTRACTOR'S S ' SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ' �» 1 1 Jill ERECTION. , r r 1 / M h Y STA 5xII51,C-7 T`-I( < �/W CONSTRUCTiON_N07ES: � l ��� z-X 4 ST'U D S co 1611 D,C 4 1 P L.`rr `1 A CONCR �____ fUrywa/l otrlHno,Ata luLlra rryap development,but tJn�lted ottlo otonpo�Ivo/1a,Q1� � V l� f� C� �!X C�.C�•'I a(z-1 ,. �-C"��,� � �� + 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHAH HAVE A MIN. OF WOO PSI " COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. Size 8pacinn (���� 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC 301E AND UPON EITHER THE SURFlCLAL 501E OR UPON 14" hela llwl NNw 11MtrrrN NM,1 14.1 (111 1 M 1 1►1 lM r,,1 „0 - STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ,yW,,l 1+ 111flow bN+l ..r�. ` lw.w (1, h tJV e I V 1 Ll r tr, ��LL 1 A DRY DENSITY (ASTM D1557) FOR A DEPTH CF AT LEAST ONE FOOT (1 iQ BELOW THE BOTTOM OF THE FOOTING. NKW@, �,� �UL. IbJL7 r 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE; EXISTING FINE SANDY SOILS. 111 10.4 10.4 10-0 10.3 {0.0 1.10 10-0 11.111 F8 11•r 1-0 app'a. ' 1 �1:H �. WHICH WiLL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING 1� / 11 h 11 g 11 LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% IF THE MODIFIED x 4 1f' M 1.4 1.1 1-4 1.1 1+11 1.1 11.11 11.1 1.1 4.1 � / F«lAtx^ \ c�� i z � Ai1�1 r ox, A>Cl o PROCTOR MAXIMUM PRY DENSITY AS(ASTM 51557) a4 11-3 0-1 9-0 8.1 4-- 1.10 10 1.4 1.3 4.1 4.11 ' CDMMlS>,} �( �I i �-? 4 � P.-r,, %ZA4 At, t1dVaQ ' 4) REINFORCING STEEL SHALL DE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, ��' Sal' ' � ACT 315, ACI 3111 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, 19 1144 11.1 11.1 14.1 14.1 iM 0.1 14.11 14.0 111.1 � '� 2 X a {1! 14.11 14.1 14.4 14.7 14.4 14.1 14.4 13.8 18.11 16.1 '"� �"1 N t �-t'a R• � � 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL W FOOTINGS SHALL DE LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24', WHICHEVER IS GREATER UNLESS 24 17-0 12.1 Is-4 11.9 11-1 111 11• Q - ( "[ V 0.( • OTHERWISE NOTED. IT 'S�,y a W� F 11� •M ES�1 L "1 10 11.0 10-4 4.1 � �,� ¢Ti G01.)G r e ».0 a.C• V4 M1M.•G 1bxNP r 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL. BE 3 in. MIN. FOR REINFORCEMENT. 19 71'1 11'1 70.10 11.1 10.10 9" 90.10 10.1 11.2 18.4 11 FOOTINGS (TO MAIN REINFORCEMENT).....................3 Inches g X 6 111 10.1 11-3 10.11 141 111.11 19.1 111.1 1T•1 /r-1 17.7 .. � t�T�, � (� ��N❑ 0 ���� ~�� P���1�iZ, � �� � SLAB ON GRADE.......................................................CENTERED I 94 1f•7 111.10 10.0 �{ 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE DENT 1'-0'AROUND CORNERS OR 10'4 14.11 14 1 11-4 14-1 13-1 10.10 _ r.►+ •/-�;r ,-1-11, •--r�•-�-- '• ��--n w• g , CORNER BAfR5 WiTH 2'-0" IAP SHALL BE PROVIDED. 19 70 0' 41.0' 24 Q• 90 Q' 2i 0• l t•1 18.1• 24-0 113.1 114.1 �-(.� 2 X 10 1/ 2L1.0. 34.7 14.1 14-4 83-1 12.1 8) CONTRACTOR SHALL PROVIDE SPACERS, CH'IRS, BOLSTT:RS, ETC. NECESSARY TO SUPPORT 0'2 3T)r 11.1 11.8 REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES 14 21»10 11.1 11.1 ir-1/ 1411 111 11-1 11-0 -1bl 12.10' , • ;� !�' `•/ �I�f'�L�iPL� (I - i 1'1 ((�• - i ( I SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR SCHEDULE +B■ - MISCELLANEOUS FASTENING SCHEDULE DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED :ONNEC'nON Ir•~ OTHERWISE ON THE STRUCTURAL DRAWINGS. FASTENER NUMBER OR SPACING „ - 11: ILl all C,M41.)1 Cp i t-' b 1 s p'rV �t w 1 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WiTH 'EHE BUILDING CODE REQUIREMENTS TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON SCHEDULE D �----� •i 4 0 Y-t0' ` FT%;r; I ' WV 2 FRAMING SCHEDULE FOR OPE111NG5 SWLL EE AS FOUOW5 FOR AL1 LOAD BFNRyNC WALLS II 11 11 Co1.3G, C� W/ (� FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE STUD TO SOLE LLAT£, TOE NAIL 8d COMMON S FOR BUILDINGS' ACI 301. DOUBLE STUDS, FACE NAIL l Od COMMON 4 (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) ) '"• ,* L• S Go I` Q 24" O.Q. • DOUBLE TOP PLATES, FACE NAIL 10d COMMON OPENING WIDTH IN FEET _ MASONRY TOP PLATES. LAP AND INTERSECTIONS FACE � _ 16' O.C. r ' CONTINUOUS HEADER. TWO PIECES 16d COMMON 16*2-16d 60.C. ALONGEA. UP TO 3'-0' 3'-1"THRU 6'-•0' 3'-1" THRU 10'-0' w 4 I 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE UNTEL * ] �1 '� •.1111 o MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH PLYWOOD $ PARTIME0AR0 5HEA7HINC:� (3)-2x8'5 (3) 2ycT0a y (3)-2z12'si •�' + OF 2000 PSI ( t ' m • 1500 PSI ). ROOF - 7/16"OR GREATER ** 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 8d COMMON 6' O.C. EDGES fx JAMB (2)$W, OF[HE SWE SiZE iASE OF THE wµ1 BERNO CO MSOD�D �' •. LI B` Q.C. INTERMEDIATE * TWO (( ILO li Q -2 , WALL - 7/16' OR GREATER ed CQMMON 6'O.C. EDGES & THE THREE 4)SPLATES WITH AMENTIONED ABOOVE.� MAY BE USED INSTEAD qF 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH 12" Q.C. INTERMEDIATE * 6 in. IAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 16 in. G.C.. FLOOR - 3/4' T&G PLYWOOD STUDS SHALL 9E CONTINUOUS FROM TCr' * PLATES TO SOLE PLATES, Q ed COMMON 6. O.C. EDGES & ��y 164\ �� J� r �•O�� 12" Q.C. INTERMEDIATE - T if G 1 L. I- c -rIo � �II � II©' _ ,• ._,.-.�+•..r4eutiw+4�rrwr.rrai.wr�n.wiwrri.4wu,a tom• - _ ... NIrc4 IIIU:r7; SCHEDULE "C" * USE PRODUCT CODE ROOF TRUSS RECOMMENOEO STUD SIZES AND SPACING 1 I ; RIM JOIST OR 8EA1A ' TPP 4. �{ t' TOP PLATES I WALL PLATE HEIGHT STUD SIZE SPACING r SEMCO' NAMED W� j (S)-8d 601.IMON NAILS N9'-•G" THRU 9' 10'1_- _I I_ 2x4 t6" 10'--0"THRU 14'-0" 2x6 •� THRU 18'-6' 2xB 16' L USE PRGUUCT CODE R1PGA036. �`��---- {{rr ! 19'-0" THRU 22'-n' 2x6 12" /�(�St." ((`� 3 CONTINUOUS STUDS "5E1ACO", 11E ( ) -rnixtlJcl COL[ 1rp 4, PRODUCT CODE IPP 4, \r 'T4:#JCO' SInAp SEMCO" STRAP ***4 THE PLATE HEIGHT REPRESENTS THE VERTICAL ? t (� 1 I I �•4 I ItAMI'11 w/ (h)-M1I NAILED W/($)-ed UNINTERRUPTED SPAN LENGTH OF THE STUD. `r,KlS�,• (•iL�'%`� t. IJP• /4• Ic ` , / F11r, NAI; COMMON NAILS IF HORIZ. CONTINOUS BRACE CAPAHLE OF TRANSFERINO CP'Nth' I-1 •�_ LOST STRAPPING ® TOP m6pPINO 0 TOP LATERAL LOADS iO SHEAR WALLS DOES EXIST, q Q� �( THEN THE SCHEDULE SHOWN ABOVE DOES NOT (N,T.S.T (N.T.S•, APPLY. PRODUCT CODE RTPGA13313 USE PRODUCT CODE "sEMco" STRAP `� f,T:\SL �� vl (9 O' TPP 4, !� \ is J 6'x 6' OR 4'x 4' POST SfMCO' NAILED W/ j(1gIC'4� �.'� �Lw 1'ttTxxlf.t G[YI[ 11'1' 1, ( ' USE PRODUCT CODE PAPGA 'A'"cu• sn1A14 (8)-6d COMMON NAILS /-.USE NArru w/ CoMual NAILS -f ».•.....__...._.....w.,,w. ..�. _ �1 ��'��! t1 vI •~=• r- ba q DRILL 6" INTO CONCFETE `.. � .:-. .._m. - 1.)a` N h u • ...• Hc,e:��IT.()•.f�� •�;� 2xG� P�D1.I,GRK' 1ilea -_ �.�•..• `•- Q; •� Cp N , PAST STRAPPING O BOTTOM ,•���,��• 4 •... . r SUPPORT GIR , ,L d�) L(, ANCH069E 14 SLA@ o BaTTOM DE>z I 43 • . tXTERIOR WALL OPENINGS 1< EXTERIOR WALL OPENINGS <N.T.S., f - _. :: _ U P4 STRAPPING 0 r OP dt a TTOM C .. •. 1 PAST STRAPPING s1T; LINO a Toa rr uaTTOIu [xr�pT At POST STRAPPING C 1 r.. TOP h BOTTOM ., m � � WeiT„z v r . (N.T.S.) IN1.1J TOP (�TBOTTOM e LYt�,1)r � � I E xIis�' Y-1 cj� \IA& WOOD FRAMING 6>ox10/1q W.W.F. 0"AWN_ 1) ALL WOOD FRAMING SHALL BE SYP /2 AND INSTALLED PER NTC AND TPI AND NATIONAL I ' w .+ • �' `-� �.•,- _ "" '; DESIGN SPECIFICATIONS FOR WOOD CONSILTUC110N• ._ . 0H@1011<010 6x6x10/10 W.W.F, I .� . .1,, , Y 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: I _� SAWN LUMBER » (2)~14 RODS CONT. I Fb = 1120 PSI Fb VENEER LUMBER AT.r Fb 2.500 PSI .r�•� I 1?"-•••i FV - 90 PSI FY y( PSI INTERIOR ,. FCl a 565 PSI E 1 � •i '+•' ( )- { OAT. HOOKER I Fc = 1,455 PSI , AD00 PSI 2 ._•....",.- - - -••,-,•STESx DOWN DETAIL. O ��'`�"Y] E - 1,600,000 PSI '� .« dt 1rED AT CORNERS ' I � WALL "� SOLE PLATTE WALL BE AITCH -- � ' W' - -� �-m?'/�.• 4 /� 3) ROOF A WALL SHEATHING SHALL R 7/16'ORIENTAL STRAND BOARDS (DSD) OR BETTER, TO SLAB W/1/2.1►W. BOLTS ' - •A�:• LIN SPAN RATED AS SHOWN ON THE DRAWINGS. I 2x4 STUDS PENETRATING AT LEAST 6"INTO I. 121 I 0 16" ac. CMICRETE. SPACWC SHALL BE _ join a .N o. 4) ALL WOOD MEMBERS ESSUREXPOSED TD WFATFIER OR IN CONTACTED WiTH MASONRY, CONCRETE f 0 4a" a� - 111 i � �. OR SOIL 5FW1 BE PRESSUREwTRfATEO. I Bx8x10/10 W.W.F. 1 5) CONTRACTOR SHALL PROVIDE ALL.FASTENING DEVICES NECESSARY AND SUITED FOR EACH TURN DOVVPI 5T.A9 DETAIL I •HAAT APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE NOT-DIPPED GALVANIZED TO ASTM I ` A-153-80, `* 7- 5) 5) ALL META_ CONNECTIONS AND FABRICATIONS SHALT. COMPLY WITH AI.5.0. SPECIFICATIONS. i Il 1 'L" '� -`� I � .�•. _��. ... FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 7) SOLD BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, MISC. FOUNDATION DETAILS G (2)-14`seas Carr, 1 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF (12TH INTERIOR THiCICErt 5L A8 ( TAS - INSTEAD OF SYP r2. Wi P k T ''1111111;JIM elr7, 7 "At L REV181bNS 13Y X, 00 Q t J.1 �A. A it. F 1 f �Di�iMCCL ( CL,MG[C ( pe(�McK ` C� lb Lu PRS i 72 Ci A tx a; 4 mom DRAWN F(110 C T�! - --- f - CSA(�,�C-�� A P ca l Rr t� �q �- � t �' ! P.-. CHECKED t `� SCA to it x"ECEN" T14 JOB Na.- 0 JUL 2. 4 200 SHEET each City of Atlantic Building and ZoAng OF SHEqTs 1 71 2 4 aj- IR :,EVISIONS by l tai c-r�r� r \A a g a j OF U t Blffl, z - ------------- ty N DY,, Ll T� 4C_) ".J uwi il 16 WE% E)krDt�461 le)t L)I lb4 el 7Z 7j fro LE G POOL- rn y.M ate"C � ��t� 'C-� �r�t b. -�"�t M , �� � � Q '..� - �a� �, _---- - _ .. _ ___ _ ___�. M arc ��-�'c, ac,t I� • ate , Q d �AL If:`V-,C I L6 J--{ F—\kA jvl co v It 'Tci f OF OlAre\-.� � ittu ' 51 IV z 'Twl DRAWN IUD rb LO CHECKED PAT SCALE 7 JOB NO. SHEET -N— 91 OF1, -'SHEF-Ts:, " --6 - r X -i r w . P n., r Y , )t y REVISIONS BY ; MP67ch f ECS-C-t L Ia C->c-7 S 4`� I �4 Gi L L eD l�;TC. 'S Y k�-T' C-) Yet' i 1� F—OFIl.. gl -a Lo � I J I MATcEx l s" G ,; 14 6i(5NP.I.-_.. -44 M `F.x t ,--C--, -�- -- I l � l P, s C titc- . • `'4- � , : _-- ��- N �,�,�t - C�tom. �t � l'�C-� o���- •�; -�� ;� c; , + � I� , ebb �' � •x tITEL '�> El A; cr DR WN - CHECKED 17 7 1 �mj LLD DATE C l JOB NO. SHEET OF SHEETS N BY REV SIONS 'E>14 6 • L • 14 v- -rc IT CID' T t r clil G all, 31 L 10 L kn El L �J\ C bq tlpVo j gfp G 0 1 . --7 Lai A _j LOWTV-DLr-L 4 q - ILI) 71 Ll ILI UFLf C?AATLET SAN r� cl 110 vi.-,6QPt;FXl'PUTLET V4 C, CMO 6v- GP!,0Um0ec) mpo r eril --F IL Lo U P%f-!5 C-e L r"c— —czw�, vEt;lx, 1 f ' Own. ++7 t-'�L� 0 t,A CL Y i�) 0 ra - tafz, rr,09 F -TL W i F, .FU'T 7%t5 evvr. jh-r-A'- W-? TO c — OLT. ( 3 ttav 'A. 6 �4 r4F 11 K F, 2x0 v. oUTL.E.T" 0 T- X -s 44 A 60 R T L 1(11 ;�lx u ro F LIGHT. .. V�TU.V �:XL L e�rl • 6UTTOW. 1-1 ch"T wt7cti 4-Z ki -TF-�F-p " 94 -rrMOP M K _L r v r: V wa i r4 'r 0por 7 5 L L. -'. DRAWN 4 rZ,61 6-7 e, 119 'pau I✓t-cyoc)W e H7a CHECKED DATE L y4h,� pAN :t v5 wn MM5 SCAE,j -.7 JOB NO. _4 T. 00 SHEET IT) rz OF' SHEETS - a c.: r S133HS 30 133HS -�- - To ON 80r 31'VO 03NO3H0 �tl-4 NM'V80 V r) to w LIL n w P, - In e-37. ' 1 , Tj ` f --)IHln0HQW t,°Z xz1 / IM I rv~ I _ g 3 _ I I 17 Er er UA _ 1 �I I I � ��J i � I�(!• I 1 aILL 100At — -- -R ��� SII • 71 do Ike SNOISIA3U s a _ r .. µ' / REVISIONS BY I 1 0 o A � N t b.l tom._CZ d a.) 1JJ N1 l., L N� A --J r d � �1 OL go Ctw. 71 F--) cn e7:) go LL.: D C, SIAP _ CHECKED R,.6 C, 6 -,E. Tr2,UsC- DATE LLQ IA L) 0, 1T� 1 N`C�(ZIOCZ 1)LA r�►�(G, a� JO B ND- SHEET OF SHEETS CONSiRUCTIQN NOTES: IvanJaAIIXAM Spans C�L t.1 L�(-, -I % , CONCRETE r SOUTHERN PINE SPAN TABLES p 7 Ca LASS ARE-�►�� I N �����v "IEt.Is1L7iVTi3 BY . r l r , . r r , . r , , r • / 1.1IiLL�L�c� G`{E�, (cam LYJ. F �L-�. (TYP I�= ' �. 43G( �9`-) 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI ' tl 12 TVU55a✓`� COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE WAY BE CONSTRUCTED W/2500 PSI CONCRETE �7-r; A.�Y `� Med/um rpolin#,Arywall.Ceiling;VOW load � � ( � �. '''?t ' M C)a. F �EG 2) FOOTINGS SHALL. BEAR UPON EITHER THE SURFICIAL SOIL OR UPON STRUCTURAL FiLL COMPACTED TO A I ( I C Iy �r }{ ` CLI P. (7Y P. DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) Size $pacifig Grade 1 IA I L, `! �, r•1 t t'� - L,"c:+ •C1. �y (T F, FOR A DEPTH OF AT LEAST ONE FOOT 0 It.) BELOW THE BOTTOM OF THE FOOTING, t'I U�,�`+ Ll P(�Ei r�IG 0 -TJ=P �O =-�- y blc,a I0t0es Saw, L4el 4�00M ■a l N0,l ota.i t0.I >a.2 t0,x 110.1. 3) BEARING MATERAIL: THE FQQTiNGS SHOULD GEAR IN EITHER THE EXISTING FiNE SANDY.SOiLS, e.u01u A10ct tuwct.n, A4N pear0 ra0Br0u TJ4as0 1bN0N>.y0 �t I F'L_: F T,La �'L T=T,V_ . e '�•.. ' WHICH WLL. REQUIRED PROPER COMPACTION. OR IN COMPACTED STRUCTURAL FiLL THE BEARING s �' I P . --�_ � � 1 r (TY P, t=F`C ti� . 7 t2_U ' LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95x OF THE MODIFlEq � A� f f� �.ew �j•(_, Ca 11 i 2 16-4 16-1 16-9 16.1 15-9 15-6 15-9 15.5 14-9 11-11 1 PROCTOR MAXIMUM DRY DENSITY (ASTIR D1557) { 1Q 1 H x 14jYlh 2 X 6 15 14-11 14-7 14-4 14-7 14.4 14-1 14-4 13-4 12-1D 10-4 ` -'. 11 (�G+ F7 4) REINFORCING STEEL SWILL. BE ASTM.A-615 GRADE 60 STEEL CONFORMING TO ACI 301, 24 13-0 12.9 12.6 12.9 12.6 11-11 11-9 10.11 10 6 8-5 �u�' 11 0 N ACT 315, ACI 318 AND CRSI MANUAL OF' STANDARD PRACTICE, LATEST EDITIONS. •!{ Ft Ut`•. P-4�G I L. A I T T 1J k H C-7) --O 12 21-7 21-2 20-10 21-2• 20-10 20.5 20-10 19.11 19-1 15-3 ► �rT 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE 2 x 8 16 19-7 19-3 18-11 19-3 18-11 184 18-8 17-3 16-6 13-2 ► IAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 244, WHICHEVER IS GREATER UNLESS -- 1 I'1I T L- pR,l P HA ► --� 24 17-2 16-10 16-6 16-6 15.9 15-0 15-3 !4-i 13 6 10.9 ( {-17. OTHERWISE NOTED. E D L I , - 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, 12 26-0• 26-W 26.01 2" 26-0• 25-5 25-5 73.10 22-8 18-0 �T Y P'� f � � �I U k- C_ E 1.-L , FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches 2 x 10 16 25-0 24-7 24'4 24-3 22-11 22-1 22.1 20-7 19.7 15-7 , CENTERED 24 21-10 21-6 21-1 79-9 18-9 18 0 1a 0 16-10 1s-0 12-9 G I SLAB ON GRADE...................................................... (T (I,� 12. 26-0- 26-0• 26-04 241-07 26 0- 26-0• 26-D4 26-04 26-D' 21-5 t t 7) HORIZONTAL BEAM AND FOOTING BARS SIW-L BE DENT V-d` AROUND CORNERS OR 2 x 12 18 2a•a• 2a•p• 26 0• 26 0• 26-0- 26-0- 26-0• 24-2 23-2 14-6 �j- �O F F( T P�ETH(2,r 1 i CORNER BARS WiTH 2'-d• LAP SHALL BE PROVIDED. , i 61 I L CONTRACTOR SHALL PROVIDE SPACE 24 2a26-0- 26 O• 25-7 23=3 22-4 21-5 21-5 19-9 1$-11 15 2 Y CZY L P•T Y �Q 8 1 RS, CHAIR', BOLSTERS, ETC. NECESSARY TO SUPPORT 4 I T REINFORCING STEEL. SUPPORT (TRIS'WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PUSTIC TIPPED OR STAINLESS STEEL .7 I Cy')x+(` 1 o9 ��'N EX�r? �-r�(P j 5 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR r'k -T r,U r- -T r E H c)[�t ? 2 2),C),C • f • 1 / r , . r I r , . , , . , � / `I~ C�(�.� Ir1TErzIIGr , , t DETAILING REINFORCED CONCRETE,STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED P R E'c 5 T N G'D E F, LINT L 5 n OTHERWISE ON THE STRUCTURAL DRAWINGS. G' C/�(�.I f I<T �(�,LL-S, ��t! i) I. S ] �.� -r�, F 1 LL�L7. � Drywait ceiling;No lutiva roam development,but limited attic storage available ; SELL (T`E'(';) � s� : �. 10) ALL CONCRETE WORK SMALL BE IN ACCORDANCE WiiH "THE BUILDING CODE REQUIREMENTS \ , FOR CONCRETE" ACI 318 LATEST EDITION, AND 'SPECIFICATIONS.FOR STRUCTURAL CONCRETE Size Spacing Grade \ i e FOR BUILDINGS' ACI 301. kam t0cn0. C0m0 tal0d Ilaoueau Y0 I Ya.1 M0,1 A0 x N0.x AN 2 M0.! - I , ..CutY f0loet sNNc1w01 s04et W000 110o0oar0 Pa000 raa0wn .� MASONRY swcTwal ffi,Igrn1 - _ $dd s 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE' 12 10-5 10.3 10.0 10-3. 10-0 9-10 10-0 9-tD 9 s 8-z ���g a 8 t�� r. MASONRY UMTS, TYPE 1, GRADE N-i, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH 2 x4 td 9-6 94 9-1 9-4 9.1 8-11 9-1 8•11 8.7 7-1 A] >< OF 2000 PSI ( ( ' m = 1500 PSI ). 4 � 24 8-3 8.1 8.0 l4-1 8-0 7.10 8-0 7-6 7.3 5-9 w . . 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 1 16.4 14.1 16.9 14-1 1 18.9 164 16.9 16-6 14.0 12.1 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WiTH 2 X6 16 14-11 14.7 14.4 14-7 14.4. 14.1 14.4 13© 12.11 10 5 �. poyR I f� �L14 Dt'ti 19.9 6 in, LAP AT ALL SPLICES ANO PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C., 24 19-0 12 9 12.6 12-9 12-8 12-0. 11.10 11.0 .10.8 8-6 $ WOOD FRAMING 12 21-7 21.2 20-10 21-2 .20.10 20-6 20-10 1 20-1 19.7 15-4 �r�G � r-�'T 5 I L,L.-' ,(O('71,a F-t A.) 2 X 8 16 19-7 19.3 18.11 19-0 18.11 18-5 18.9 1 17.5 18-7 13-3 1) ALL•WOOD FRAMING SHALL BE SOUTHERN YELLOW PINE, #2 GRADE, FABRICATED AND INSTALLED 24 17-2 16-10 16-6 16-8 15.11 15-1 15� 14.2 1a-7 10-1D PER NTC AND TPi AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION- PC�+ F�IJ(L l�tT l'� GaS.2- 12 26-W 26.01 26.0• 26-04 26.0• 25-7 25-7 24-0 22-9 18.1 P • C".' 2) ALL'STRUCTURAL WOOD MEMBERS SHALL HAVE THE iFOLLOWiNG MIN. DESIGN VALUES; 2 X 10 18 25.0 24.7 24-1 24-5' 23-2 22.2 22-2 20-9 19-9 15.9 �" �%+ I � C••"+,� , L�L� ,' SAWN LUMBER LAM. VENEER LUMBER. 24 21-10 21-6 21-1 19.11 18-11 iB-1 18-1 17.0 16.1 12-10 Fb - 1200 PSI Fb = . 2.500 PSI _ I Y f�� Fv = 90 PSI Fv - 285 PSI 880 PSI Roof FramingNotes r . Fc1 = 565 P51 Fc1 = '`I�-�. �t r=-,�---Ec;r=; V t~F,T. Fc = 1.450 PSI Fc >= 2.900 PSI 1 L '� G CEL c '_ u Y7 It E 1,600,OD0 PSE E 2,OOD,DoO PSI 1, Clip Rafters to each bearin int with G r MCa TAP-�� r - L ,I L - Y GOh1^ Z P', 1 MIll 1. p I3 Po. I PLPrI) M1- AT, E� WW1 ICER, M�.SoIA � . r �- � . 3) ROOF do WALL SHEATHING SHALL BE 7/15' ORIENTAL STRAND BOARDS. (OSB) OR BETTER, , # I � rN �, LTYr ] Gov Io >~. ia SPAN RATED AS SHOWN ON THE DRAWINGS. / rN 2. All ridges and valleys shall be one(1)nominal si2,r / 1 J (=1GL17 YG(l,IF�� rtE`�ii . �-T•'. \UC-, FI��C_ 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE larger than adjoining rJlticr9. =_� A J r• S(�, OR SOIL SHALL BE PRESSURE-TREATED, - 3. All valleys Shall be doubled. N oT� : C-0 u r� �5 .6 .c B x T b - alar 1 o ___. _ w.__. ___ _ I h! r L C- T ti�Aft 5 ; 5) CONTRACTOR SHALL PROVIDE ALL. FASTENING DEVICES NECESSARY AND SUITED FOR,EACH 4. Nail rafters to ceiling joist with 4- 16d common nails. - � ;1 �'L!, APPLICATION. FASTENING SUBJECT To MOISTURE SHALL BE,HOT DIPPED GALVANIZED,To ASTM S. Nail rafters to plates Wilh three(3) 16d commons. A-153-80. _ co ,1 - 6, All rafieis and exiling joist shall be No, 2 or 8t. SYl' - 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH ALS.C. SPECIFICATIONS. 7 $ec attached table fpr Jlltenlala JilZe9 and spans. _ _.- __� -� `� I, LL-- FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASAI A-153-80, , I 1 i�11 L , P:�1. , V PO 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. _N ��t t l, 1 I-- 1 'i L I I - L l LTP, A 8) GRADE OF LUMBER TO BE USED FOR THE FAWCATION OF STUD WALLS MAY BE SPF 12 4 LO ,• "r 1 u L t 1 l' P. _ L - INSTEAD OF SYP /2. ► -r- • .. / L-H -U L , CSIIoY TTc W�(2)-12d COYIYALrA na..4 t•at CaE4, end ; • _J r rn 4.1 IL. l~A , C C 2x6 RAFFTER HCPLR OR H PLL 0' GD p ro m N n aD Lra "SEIACO STRAPS A m q LV GJ BCS C ! b>J •A N^ r'IEL I2 EVCJz. 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