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Beach Avenue 1875, M • I - y.. �.. }. . .. . ! _ REVISIONS BY Ajx OA. p t C �.� _ _ _ _ _ * _ ._. . II • `.� .�.. : l l � ' t l 1 • 1 + 1 , , � r�� �.ti W y1� l'� /. .\` .,� � \/�}•(`` .. � Q 1 ' I r.r � , fi\11C :s; r FL . m / t _ f ,. . ezDL , itEt- Q 1 �t it \ �. ` _ _ �• L -•__,_�. 't ,r l I — __ __ _. _. _ ..__ _- --•-----__ ._ _-�-- -- --__ _ _ _ _ __ 4_.___— _-__ _ faux /, -fit", Lu cc Ne X�, >0 "'� 1L, . CLETAIL12 I , �- CC UJ 74:fF r:it 1 ( // \� l•,.' r ♦ / .\ _ / \\ - ��,,a,�r ,4' ; � .p�f.�1 T , 1:• I �•� __._ i '� .%� Nth c 1 _..-.�____-- `• �1'I� � ��C=A��Ir�t U�.�-�.k��fi�-~ • �-�, - _-. � I �1 • ��+.J� Y�TA11G� cx I .� C�.�J, t I Poz 4� { r ,�.; -:--,- :�--. f�'�J1��K'� ltd,'(•, ��;.;�1.•.i:. ' 1�t;krl.�;t�6l�Lt3lttl11163� r���� - _ _ - �' � { r• ✓if FOUNDATION PLAN' '..fYC°7r 1��It , i D ` :. __ '�_� � !DX+/�/!1(.K;�. ! # ! I. �lvrA t 60A 69 I©/ice ! `,c t��}I 5 �'3'�r3cr + . . �-XG� x Ilk z ti- , &X(y �lic� '� ` /�;�•. i W.W. Ni. �� 1Nt7. ��JC? wpu �C.=I� . 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REVISIONS BY P _ Kv fit • � Mme, f t '; �I 'l1MZ t ev- 'C ; Ii IYO I p N ?l.. .� � P��'�: , 77 rK L'Ll- L—A �� t' o GIv �• IPA ✓J Aha O 1 MARPWA . v ' 14ow ID rA-'N N �A_,S) -TL WEST ELEVATION' � ,r�<<, � � - �-t��� �- �, U f E Ujou 74fF- i� I t - _ - 1 �Qt1Ll,•�t� "I 1111L I r ; rtx�p ctC , LIU w w 1 I , , F • i !{ C9f1 1 Qti I A f ,�=�1�+ �4 "fes _.-. . _ �P-�� ��t�=. -mac►�� :� G II� - )�ly r' ' ._.� ��� - EXI & KA QA NORTH ELEVATION �. + I I II I II ► ►eM��1 � x11' r C co I I ( t �, ` lam• Il, ,�.�11 .? a I DETAIL X�j sf� SAN I r A wo f3m, Ir % two �� C �x� DRAWN 1 , 1 •• CQ' � y'�1 ` 'i �►. p CHECKED + 1 ' K,' �ATE - --..... .___.� SCALE I�1OW � x I � M�,?�... �1M; � � JOB No LAM. W t7, tN1. �AC� - M Y'�17j /1�a. F I / -a f r j _ % ) I • i C � y��.�C,y}��% SHEET. 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III I ` i � I li � ii I I i ' Iii � � III i li � I I ii i I i ' 1 { i ! � , i I { � ? � � - ,� V♦ � I + I , I I � ; ► ; I I { iI , I � I I ; , I � � I i I , ,, � , ( I ? I • - - i I , I ! ' ' ; ,t� I ! 1 I / �•�7 �1 - I i r , 111 , ' }^� � C�f{�}. ;l; i I i1. r 1 i { ( I I �' - i i I I I i I I { , I ' I " I I ! S�•r �_.._ ...�.^�' IC/ O I . - , r _ , i „ } i ► _ , I _ III , , i l i I I - I i . , . i C��� I �, � - rl r i I r I I I I t d' _ � � - , I I ( � , ► , ; , ; ; i ! �. I � I . ' i- _� _ - I , I I E ; I = . i _ I 1 I � , -� - , � I _ �fi �� �- �.... ARA, �� W -� N WA IL �- li — I 3,QX •—,.J i � { { 1 I 1 ,.� { l — I ; S � I ! ` ! I s i , { I { I { f i � ! ' � I I , f ( , ._______.—__--.__ ..._ — --- •..�. •- � , .�.�}r- � V i i ; ,- - i ! ; - ; f I I ; I { Ij { � i I IP { I _ _ II II , I � i s , ` � � , U � _..._. .� •;p • i — I i I � I i i � � { , - j ! I I i � _ 1 { , j I f ��� _ -- I � C,f�1-�• t� 1"itt.� t'�K� W - � I - ! ' I � - ; ! III II I II I ,. � ! , ; I f { I _ I I i f , ; .,;��.; �jjL}• I�.,., � P�►�,I,� . ; v i , i t i I � +' !E� I {,���.fl I s 4 I ( l, i � , ' i I , I e I ,{ i I I ► ( I I , I I ._. I I��.. �e� � 5 fl , li . m l I i I i i i CC �f J �---' �-+ I--.- ` i---� • I--i 4-: I- --i- I--f•�-�-,- - I -r -_- �;--a +- -{- r- ;-..' ---1. _j._. _,_. � r.; � � .;.. f -� i ,�( --� 1 . r 1 •;-•-d- E--;I--�• 'ice' " I-• f P `-j- �"1 t-- I t'� I � I 't• __. � ..� (�� �' i j f � � t • , t ! i , I III ii � , I 1 � I � � - �==�"'L�TiU� '�� `��it.�'=G•� � ' ' � I I f i ' ' • ' � ' I � I lil 11 ' ' � � � � lig I � { ! la ` � � W = z IL I I I � { i i ', i I i i � I I i I I I I I � { �•--� I , I I i ��l:!►�If�:�' .t=.,x,a~C"� _ I_i. I � ti I. j. I ! �•� ' i I I I { .j _ j i { � �'� 1lr'i ' ' i i � �_r�`�' V���.�..TCS � I � •!. I I � -•. _.._.__. .- _..__ .._ y Y t''A' A - I7 I4rff 1 r { I I �•. y }�i Jp'ly'V"r r A 9"1�. r y.,) �7 �� I —` �---- ----� � ` I ; I � � (�M1L i V�• ~l .:M � � "t 4 � A}N����,-r-.^!TMr:�s�:�'Ftx� ",t �R '�r.Yr ��•.. C Y\f'�• �L-r I �- ' ► I I ( ; 1 , r1 � � o W4LL. _ . . r Ili I I / I j , �Sl LEGEND , ROOF PLAN . 1/4.11 ' i ' r i �X��� �I �,/i/I•�1, ' WN, f i I i • � - _ � �,'� „�' CHECKED; . .. _ DETAIL SCALE 1 • J NO SHEET. A , SHEETS r i . � �� � ► �. � ���,�' to _ � . • � - A•. l , �• rj 11 \ - �'' � �• ', � � %' tea/ _ - - \\ REVISIONS , By Al IX / `i� ``, � �•\ ' - ��— ti.�,_ i .4 � ` _ _ .._. _ ' / � ', �"� \ii� �` '•u' ,/� III , y.�•�p ��( ' , 1 � � ••ti .� '� r - j � moi' � X f'�A r—� .� rFMJq1 ' JAMB. Arc /ter \\ ' 1 1'a ���r r��'K +r•�c \ . 1 t y ' ._ K /�f \ j/ r( vh y '1z7. �..``• + \ \ I i•i.l� % ,� i ' i Q P, T \, = D ET A ISL JAMS 8 . � _ ��.; •* a, ���� ry X11 : -� �>�.��. �. L I W Ix >0 cc • ' `� - PT, �� � ► L ' W F cm IR Il. DETAIL ,�`,(o r/A.4- aA0, 74 s � .• a_ _. I r _ _ ..�_ _ _ _ ....__... . �:K.______ ___—.___-_�___ C I r�'_. J G I x�IM, - �.'`1`C� p,.J' ����D i��•�--�_-___� � r _ ._ . _..T ► ,ms^'µ �- � q { r • � �� ��RT 10 E Ti`�A I L /r, i r, , � E T,A 1L AIR .; '� _—._...... _ ,A. �� ( I r / ` � _ . W_ {%•m1 t. t , !/i►�tw�.Y� SILLr7 _�^ �' {��• r {' / • r r _ � • , � � .. ..-.. .. ._.r...-__.�.�.__-�__..'_.._. .-=, aI � ,,.. , `tee= A,;,•� .�.�„.� _ / ��• � Jit k �--�� L'Ryy % �'Vi'114r ._ _ .. '\`\ � r''' j t`� • "••`� � - .... _. . :._.... _ �� �`^.�4 � y {.tel✓' �N � F�.� .� .~„"��y� r���"- _ ..' '`�5•..., I .. � .._ � ,.—. . � y♦ � / •r f `v\ � ('�J wra��F d r J.Ai d�'' i •.� � i , Nl�a tiM,.� � ���f�-� ; AJ/1/��� �f1�i 1 ' \\ '!�• •`4 � �••"•� � ��-AAa�,d t�s� a�:,�•`jr' � ��'a �.rtin 1-1 J I + f � I /�t� / ��"l' ' � �, DL ,'al`A► 1L _ ;Io- 4 D.ETA � L Q G DETAIL i ti r r _ y�_ v o �,� � ._, _ i .��/��•_�)�r..�.`�..• - x I -11 T-t, D E T Al + � -_._ _•.. W.�_ - __.- _...__ ,_. ►X -�'� _ IT 101 i�f 13 x1b I ! 11 � _1u A/ 14 C10 LAM _-----. . Yf� (JIB _ I 1 � C�' Y . . w ' J N - . '�Idl�Ik�� \ � :.� _.._._._.__.._ _. .� _, _ ( X2j .--+�y`�`� I _ h• '4••1 DRAWN 6p e:zqo CHECKER • r -- I _.__- .�..:�� .�.w_ ------ - — p-.=- �r• i�=-� �'�� .�_ .__.._ ,�, ATE I r•�- l. I ! JOB NO SIU ��. I w • SHEET- DETAIL DETAILDETAIL � . � �,'1 . � • .. q . P 1 , H 6 n , OF SHEETS m 11 'REVISIONS 8.Y %757 h. fiuf / PV4 !ze ! r MX Li (00 ', -rt��+ `,� .- , r-� _ uN lie• cT s � � / - �rv. Y y: J � R 7'7 irs d' f. ;. rttt h •a'�'4 r,rt �' K jw " `? `, . ,-.i..,r' , e'; ;:.c.: rf (•�{ �u* `:; 7 -"P k r:\. 'yet. LL . W a�'` � - ��� '"' �. � � ate° � ► �� � � CC. m im >0 13 NJ _ uj r J _ I 4 i Tom,c ► i r, __ _ I . O %0�51!�W_ c'* LY/Fl wr • } r ix-r.'. 41L r XV 412� H . V . A . 0 . ELECTRICAL PLAN aj/ �-frA"V- AA.,te? �?•lC��" 15 � .��(` �i�l�L� �,��=J�'-afro ��. �� /�!''(�J +.I�'^"'1.,... �'�,�� �!.`.����c..- /V'ui-`r ��ri �_/,� 1.1 )�Cvi... F G)'�l ���G �.e� �_X. �4j� �.�� j. � ( - Ix, Js ' :: I ! DRAWN CHECKED yDATE — I _ SCALE JOB NO 22. SHEET- � A far . M OF SHEETS ,.� 9ti . ,. . %,.•'.r r 4a, '. i R} . . y All�, i'.q r . $!;1!1r &e PA�t..rs2i JT t1Gt1iVALlSN't TAST7lN1E 5'TAPLB.R, NAILS, AND T-NAIL9. ' ` 7. rI. ;'11��11 .. -{1t �" �� r�.tit,r.�II � .'�` �✓' I .4VI�lrwA.L4 A I'�Il1iwG/Y'� I�i� , 7 A n. , i ta._. �:01��i�", t VALIA !'0!t LATERAL I,QAD ONLY) 0h '' I L I COP4�N . --__, - All Daalign Pax 1986 1!w#expo of the Standard building Coda, and the 1996 ' ; °' 1. Unless otherwise dhown an Drawings, minimum cover far , 9WI ._&ING 21 UPR'D IAST]�101 tltttrricarie Res#stanc Catr►structiori. Manual by the SauLhern Building Code Congress reinforcin shall be as tallows NAIL "�"� 'i r: ; g .� Intet�r►atianal unless athervi■a Hated) IFx`t " .I'll. Footings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J" 31pAl:ING t�'At 1b 4 ' ` ! 'z : Slabs on Grade.. . . . . . . . . . . . . . . . . . . . . . . . 1" (clear from PTN1I- ` f r I I I I 1 . LIY>f t F to of slab �/ n I n I .► I It p �R: '' urfaca ' 20 P9T arvt,, rI 1 N , .1 i1 1 H 11 i� 1 1 I 1 1 , 1. r f� 6 d AT 4 ,3 1/2 , 4 1 5 4 S NUQr' . . . . . . . . . . . . . . . . . . . . . . . . . . ,; ,. 6.1 .1 b" 7" b" 7 1 2" ATTIC i1 'ftiOU"t JN'XORAt39 NnR FUTURE SLEEPING ROOKS 1Q P19T k 4 2. All zein#Declog a l bel held securely in position with / 40 PBT ,a.. 1 1 1 I 1 WtDl AL �. • . • • • I • r . • . • . • . • . • t r . . t • 1 • . r • '�x r��kw� ; s, 11 ; /1 ; It ; 11 I If ; /1 standard accessoria during placing of the concrete. 8 b 1/2 8 9 112 8 1Q r ' t 1 . . . • 1 . . . . . . . • . , . . . . . . . . . . . . . . . . . 1 . . . , b0 F'ST k 4 �` 11 10" ;8 1/2" ; !U" ; 12" ; 1Q" ; 12" STAIR i SIDR11P111.1CS. . . . . . . r . . . . • • • • • . . . . . . • r • . rr . . . 10Q PST }, _ V `i ' , 3• Splices in reinforci�tg, where permitted, shall be as 12" 1p'' ; 12" ; 14 1/2" ; 12" ; lb 1!2" ,> v ter pa,,•. "f fellows 1 1 •�, 1 ff. t t11 NJ Welded Wire Fabri �. T. - � , . 6" $ d AT 4' ;2 1 ? ' , 1 , 4 /Z , 4 W'II�iD l.dt►DS t 4 All Otker. . . . . . . . . . .Class,"C" Tension splice. dtt . A'' I Sit , 611 I StI 1 61f r,, , .�.. Class nCt' Tension a ices•in•inches shall be as follows: 8" ;5 1/2" ; 6 1/2" ; 8" ; 6 1/2" $" I p n I " , 11 1 " 1 / . 1t �aigri Mitad pre■sorsa #re iiX adcordaMce with $eCtian iw e ,)1 r 1� ,;: . iQ ,6 1/2 , 8 10 , 8 , 1 Q 1205.2 of•the .1988 revisions to the 1985 Standard Build ing ,w. c, Tse}1 4:• Aa } ,,. r . ft 1 1t 1 fl •&"-. g.•, ,' lir"z. yef. , p ,�.X t, ' }, d3 21 12" ; $" 1Q" , 12 9 1/2 , 12 Cade dor s faats�t mf i4 a#n+d velocity. V 114 MPiI on `�k ',. r; I I I 1 1 iYa 29 an ">fuolosad buil.dlug" leas than 60' high. I'` ' 05 y 1W d AT 4 , 2' ; 2 1 , 3 ; 2 1 , 3 l 2 ` Plywood Design+in accordance with the Design &`Tabrri�cat#an h FIS ';H ��r a ;f, i 3b 610 ; 3 i/211 ; 4" ; sit ; `ff I 51f �0 P�T pecif t�.atA ■ fQ� Plywood-Lumber Cts and 4� '' •,� �' 1 e. . .5' ;}�:�.'. yl J N , �rsic YaxaetLit t'resaure Tor Rntire Building. . . . . . . �' ` " ul a aneinn Dint where slab on grade 8" ,4 1/$" ; ' S 1/2" ; b 1/2" ; 5 1/2" ; 7" Pl Dad Dass S cations #nd Fotrs► B30T reg i4tad �X, ,, �'") Ili i. Provide 1/2 premo d4d xP j Uplift on f t tearless .. . . . . . . . . . . ... . . .. . . . . . . . . 42 PST Y�► J Pec ", � �<� °al j,. ` : :^' 1. t~ a ainst wa1 or other slabs arnicas otherwise shown 10" ;S 1/2'' 7" 9" ' 6 1/7" ; 8 1/2" Januar 19�/ii100 cry .AP/l lige/Cottt'uetiau - ReaittiR11 A. „� x� ti; x,� - is )amu E �7 ' !! I p ' ` y wrL'd z k 9•y q.u,y� Sr ex SFr '.n<. , LZ" ,b l/4�' 1 V" .Y 1/2f7 1 pet 1 tAlt 4a■� .r. al 1 t( At i�r n P A 6 v,1 � '. L.: w t+ x y,: �r �"�,..r a i-,' ar Hotted. , V , lV Naxitrwr Las+ C#da IpndflnCmxiar ZoA�o Ptvwsgrea (11aaf �d I", ... . `"-•." Slope dt 12), as shown in Tiguira l2bS�2$ of SBC, design ih accatrdan¢a with Torla 1llQ• >g3 /tl rtrised Janus".l' . rs M '��4� l " Sr >[f fasting elevatiotna �howp occur in a disturbed, unstable 1fD. All lutaber shall be identified by the gradeteark of an approved lumber bt100 (loads-Residatq►►tt#], $1° Cowsrrcial• a s ,f '" `�' ''. f i r shell be notified. ,� nee enc "1" 3 PST / 24 PST = f Ib,�k „ �.j 4 hM1 . . . or utt>hllltuitebla soil, th Eng grading or inspection bureau or agency. • . . . . . . . . : . . . . . n + ?�• i �`f7a M • • r • . . • • . . . , . • • . • • . • •w� 7, rF ^ way N w2". . . .. . . . . . . . . . . . . . . . . -4Z PST / -30 PST 1. Shear wall ssthita8 shall be 1/2 A1fA atQprove "I Ir bracin Morin r '• " . . . . . . . . . . .-30 Pb1F / -22 PST L-P oriaantad waiad approv+ d bT DiBR10B. >fla p4xx+el# � r : b. The fi�aater sial on shell provide the necasasa y g g 111. Structural load laariinated Qiwber shall be rnanui`aeturad and idantiiied . . �x;' � "•✓,,r, "° > k . azaatkiDtl and until the Hiles structure is pluasb and dried in. g � . • .. . . . r • . . . . . . . • . . . . . . . . • . F '' as required in Af13I/RITC A190.1 . "b". . . • . . -28 PST' / -21 1 T in a vertical position at alI bir►iidi cogruexa`. ``� 'x';,Y ?a s'' � 0. Bracing shown on the dr rings is the raquireuler►t far the completed , . . . . . . . . _ . . . . . . . . . . . . . . . . Z. on and does net take into account loading during "5"• . . • • . . . . � . . . . . . . . ' . . . . . , LS >r*19T / .qT nails ! b an centers with a minimttlr► 5/ penetration. structure only 1�. Boot seed wall sheathing shall ba identified for grade and glue type by "6" . • • . . • . ; . . . -2l PST / -l6T Provide 1/8'' minist gap between all panel edges, `;` F construction. 1. the trademarks of an approved testing and grading agency. , F 2. Plywood roof sheathing t 1 be 9f8" I.-P oriented r`'1 . ��' Sxteriar Walla, Colaponanta, and Cladding $nd/Interior �' �"' � t. All angles, bar, anchors, anchor bolts. etc. , embedded in, 1 . A11 trestted wood a 1 bear an approved AWPB quality stark or that of ?,Grille Pressures as shown in Figure 1205-xC of SHG: waforwood approved by 11 011 haying an APA 32/lb span It I'.; `'z;�. concrete rhall bs hot dlgpacl grlvaniaad after fabrication. an a raved in t inspection agency. rating. Indltall panelsontintutets over two or twee spans ¢' • { pp n It with thea latag clira�nsion -ieross supports. U>axtiig Rd ialbils �1 . - .W- r���P# rlj ,1 . 11 . . • • • • . . . . . . . • r • • • . • • • • . 30 PBT, "'.]3 P5T 4 a" aD cat�teirat diaph'aa boundaries And V„ a� r, t .a� x�,#i ;q �r'r ' ,;. 8. ntwbex 4nd alae p! nails ax staples connecting wood ateatbers 1+4. All lnsbrar and pl strshers, including pressure treated, 2 thick end 'tw► . . . .. . .. ... . . d.6- lo. r shall itot be Aass than those specified octaves t, less shall casttaia t more than l9A awiatuxa at the tltrw of construction. can oihrlr pawl edges atad '1 intadiata :y „^,s�.5: 5 I 1. IV °s1_ .. Interior Walla pressure. . . . . . . . . . . . . . . . . . . . . . • . . . '. , l0 PSF ofpquivalent,t fences stay alsoa6;esu�sed.iriPanale ' �'' r,11��;.Vll Soloing , Mailing ; , Nails 15. All sleepers and si Is shall be teach of pressure treated wood. • �, '" ; Method ;No. ;5 i:e ; Plaeeasent Rloaf/OVerhAxlg Pressures as shaven in Figural 1205-2)i of 9BC t p ri4 .� ., , 1 1 1 �; cls sea ennota ciired but autotiNittilc4lly assure 3< alp �., .I , � / /t t/ -75 FST pr Pa p pa ng ,,,1 ��t� a1. . ` I I 116. blot fear than thraew;, tudx shall ba installed at every corner of an exterior C • . . . . . r . . . . . . . . .. . . . . . . . . . . . . . . . . . . .-81 PBT / I 11 .,. �,N::� F 1 u -63 PSF / � s ALFA I ; 1 I wall. 4i'` �+� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 7 PST t1 ''"rg1',. 1 ' 1bd ' n " . . . . . . . . . . . . . . .'. . . . . .-3b PST / -30 PSF 3. Single fAaotr pan+eis sha11 be 3/a APA PS 1 RATED �!� � ", f Jniart header to )Dirt , Endnail 3 1 "Silo, " 1� ; '" ; 1'7. Build bearing tralli� first. All Han-bearing walls must be built after roof ttR". . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . r -33 FSF 1 -x7 PST SHEATHING PSI Plywood Subfloar. Use 8d nails 12 On t r V i- '` ,)Dist to sill ar girder ; Taan�i� ; a Sd construction is e A latad a:t leave r space betwan tap plaka of centers over intaroadiate supporta atld d" an ceelters over % X11 1,,.; Han-ossein walla Abd bothria a# truares. the adgaN. InGrea*e nail spacing to 12" on centers it � {A ori-- y. ..�1. : .. g r I 1 1 . ,'3;;; $seder and edge joist to sill , Toenail ; ; 8d ; 16 in. on ctr. glue it used. I , 1 I 3• ALLL>k1AB1,S UNIT 9TR�rJ>$S 1.1,., �� ; 1 1 1 11$, Roof jalrats shall be laterally ■upparatrd at the Anda by solid blocks ar ' ��`ffa' ` Soil Hearin (Dani n Maxianmt).. . . . . . . . . . . . . . . . . 2500 T/Sq.Tt. ;k,, I. ., ,.' 'J Hridging to joist ; Toenail ea. and 2 $d ; diagonal atrvks. Such bridging slay ort omitted where end of joists are Concrete - Design par currant Edition A.C.I (318-83) g g � I nailed to a header, ba>itd joist or to an adjoining etude Alaa. provide Gnnatr•ta dteelttgths A 29 days are as follawr� x n ,;11 ' xl Ledger strip to bar, 2 in. thick , 1 3 1 8d ak each joist salad b1a�k o>r diagonal structs B '4 alaximum ■pacing. The General Contractor is tray nsible to to an Inde► dant =r` W1 , I �, Blab oti GtE#de. . . . . . . . . . . . . fc 3000 PSI va y 1P' d � I jrr . . . . . . fo 3000 PS1 q Y M 3 �; gyp'T`"iu , ,.. , FaaL1 s. . . . . r . . . , . . . . � . . , . . . t �, ualified testi laboxator to ins ct earthwork gperatiorts I 11 - �� 4, 7Y - ; 1 I . . . . . fc' 3000 P31 and tact Cotspacted lolls and faotit�B �Oatinia aridoalabae A �.:. 1s �4 :i Sulttlnor, plywood, I 1 1 I 1'9. All double hradwrs shall be nailed together with 16d nails staggered at .�f, ',v , All 4their •: t ' 1 1 gd ; 6 in. On ctr. • • . 1 • • • rr • . . • • rr . f. ft " and cartSfy that the soils supporting footings `,Ira _-Al�}x, `'1` rnrr�rr" V��a�"����, aL edges 1 12 on centers 2 from top and bottom. aL iptariuediate joists 1 I R.iritarairigi A!i'CH A - b15, Grade b0 adequate to properly support design loads. u; f. IS°:":r. . , 1 I 1It - ► I 20. Notches on the ends of joirks shall Hat etrcee ane►-fourth the depth. 1tc►les _ ). 1. Sole plate to stud, horisantal bored for pipes yr cable shall not ba within the Lop or bottom one third n! Welded Wire Neat, ASTM A - 185 4. T13liPORARY BRACING I ' h stud d ail 2 16d at each a such h 1e shall not erased Dna thirdL 117, 1 :: .., assembly En n I the joint depth and khe diaraetsr of ny Q11 .,_-1„wo" -. " I ; iia in the to ar baktam am third ai■t Contractor shall be responsible for all temporary bracing 4,LN Che joist depth. Notches fox p p p j 1,. T,7p pate to stud ; Endnaii 2 ; 16d depth require anginear's approval and shalt not exceed one-sixth the joist structural Lumbar Design per current National Design that i■ required during construction to keep struatura u,, - , , safe and tomb until the entire structure is in ' lata. F ."F` ';f . � 4 8d depth and shall not ba located in the Biddle Dna-third al the span. Specification for woad Construction "NDS" b the p Toenail i t 1 y p ± ", ,Its„ Stud to sole plate i 1 Matianal Forest Products Asaaciar<ian the Timber Bracing shown an structural drawings is far the completed j1 Yd< I I 7! . All studs. fireplaces headers, beams, joists. and truares shall be kept Construction Standards (AITC 100) and the Timber structure only. "`��"'� x, Y 1 . 16d 16 in. an ctr. 1t �� :_ I11 . Sale plate to joist or blocking Pacanail 1 I at least 2 !rare the afatitside lata of chimney ar fireplace maaanry. All wood Construction Manual ( 1485 - Third Edition) by the 3: 4 ' ��,�, ,� I I tMlr�" 1 16 In. on ctr. shell be kept at least b'' from tiraplacr opening. American lnskitute of Timber Cpnskruction. ' yr�,'t.. Doubled studs 1 TaCenail,stagger , 1Qd , �� h . w I . 1 } , I , I 22. Unless otherwise noted, use the following minimum grades of lumber for _ � " t . _ stud of intersecting wall ; fr'aasingt �,,t. to arteriae wall stud, Tacenail ; ; 16d lb in. on ctr. Stress Grades Southern Pins, No. 2, or Engineer approved i ;, Framing Minimum Grade equal having miniaam► allowable stress values. of Fb i i I a tic `a i 1T00 psi in bend Ft ■ b25 si in tension, Tc "' ing p �72 $"'' - Upper top plate to lower to ; t I ; a 9Q ' lets p ; Pacenail ; lbd ; lb in. on ckr. � 1 Sill on walls or slab on grade Utility 1000 psi in ccistpxesaiox► parallel to grain. T v �� p i 1 1 1 for coastal Conatruation only No. 1 I►si.S,n It4t"iit t41 shear ax►d !i + 1600 keel far a a►odu- I �4,., } I los ri ElettgticitY• All design value* arca urrsdlsr Har- { ' laps and ; Upper tap plata. 12 ' 16d Joiatn. ratters, and headers Na. 2 or No. ! mal l�ftg and In dry Conditions of service. Pressure ` , � . ' Tacena i 1 , 1 f . txtaat lertabatr de*i iri acco>Ydate with the dual ' F ' 4 s', irttsrsectlora 1 ad P, , , 1 1 1 I i i Platwa, caps, and bucks Utility of RIa!l�daAd Practical of the Att►ericittt# Wood preservers �� �A •� �Z''�tCr f�� , (_� F���" /nit nt►oua haader, two pieces, , I I 1 1 ./Wu i Aalrtscialitios (AWPA)• n (l� � � 4�'G1 . � '�� ,, a dh edge i 16d i l2 in. on ctr. No. 2 ' '',L. � I.1� �� c� .-LT a /i , , 1 Plates for knee walls I i i I Strmtural 01%* 1 hated 'fi r Desi r currant wr � Rlir!':tar to top plate Toenail 2 8d Studer b t tZi2 t > Stud Grads or No. 3 Surface Dry Ratioatut fl� si Speai'i!irxattiae►s fair 111eaod CcntstructianPR�Hr _ /, ,e3 r r ' 1 Qd ' t•ed ) ociati �t -HE �-tr..� iN Rafter to v^1lay or hip rafter ; Toenail ; 3 1 1 .�� � x :r 1 I I Paskal and calus�s Btaaald 194 ii tasittl r !"hr 8trtxctvraa �lVed hstsiaJl Gr1I 1 "Tt A �� . 1 rt �.IC VK\4b r �;S :fir, t c A � I �All �� �.;, , I 2" to 4" thick No. 2 "I' C n9 "t 004 laid A 1C k19 by tm Imt+lki an+. I "i 41 ,.� Fk 1lid8e basted to rafter ' lkndnail 3 ' lOd ' ,�,.gy�pp ! y 1 .�, X11, ' 1 1 . � �t44�'tji*. � )intuit der~ign VOU64 by, the t 1 1 1 1 , : `` I rt t1 Asrsirialiid ftftrlt!#.1iLA• og 'tiabpr i�nwtractidn (;Al'f ) are R � L IN 'I r .;., �, Roof Truss Nmberx 2 to 4 thick *after to rafter through ridge ; Toenail ; 4 ; 8d ; No. 2 a iso factor Ef),, fit' " 1pS psi and � �•/ 1 apiece & lower chord■ �� } ,H ' en�il ; 1 , lQd , lfb +r psi, '( ,,,, \\� f< �`;�tTl board 1 � other No. 3 E kai;. All �ts ettat bs- w4rta"tuiid in adcard4ncr n',j,, - I I I 1 n I 1 I with the latest eedltion of �}.S. Da a►rttsadt of Gail eree �... Cellar beam to rafter: ; 1 1 I , _ 11 fid. I ' 2 ' 12d3. Use 2x4 blacking spaced 2 0 an center• between coiling joists ar trusses 'folunry Fret Stand+etrd PB. , 'Sttctural Glued r •} stens i 1 , I s f? 2 in. member 1 T I for 8'-0" from each able. Laminated Tisbaar." t. ;\� 1 '� �,' lvi ' 3 ; 8d ; t g �) � ; ;; (° l in. ember i Pacenail 1 ` 1 I I ' i 4 4"r ✓. , , 1 1 Z.4. Minimum roof caveringa shall ba 235 lb. asphalt shingles 12 gauge - 3/8" IdD Roof Wood T�4ps fabrication shall be approved by ICBG. ' �,{_�. `: Built-up earner studs: ; i i 1 corrosion resistant annular type nails _ 4/36" shingle section. Provide shop drawings for angineor's approval prior to \11 ��{. p ' Tacenail , 2 ; 10d ; each side 4 studs to blocking 1 fabxicatian. All shop dxwings wast baler the signature intrectng stud to corner atuds� Pacenail 16d i 12 in. an ctr. 1;5. Rater to General Motes and Design Criteria for addition framing requirements. and rtatl of a cagistared ineer holding a current ,� l ani 1 1 r ra iaxration in the State ai Florida. R niu m acetal ''I $ ;t,,,'. 1 Wall sheathings 1 1 1 I 26. ,T rr r,''c` � y ,, , .-~'--.k.._ F . " �, ,� i �.1 . �JC .'7 ' � l ' 2 lOd ; at each stud plats sass ie l.5 •quare inches and designed in accordanaa \' '*. s horizontal Tacenail 1 I _ _ - / 1� ' ' 1 by 8 in. or les 1 1 . . - T :�� , x;,' '` K ^ ..a -T'IG �t,;� '" '0• with Design Sp*cSffcationa fox Light Metrl PlaLr Connect- �� ,1 x z" ! I I I �� ad woad Boat Ttrusses by the Truss Plate Institute. In .. 1 j', . Roof sheathing, plywood: ; I . .__ 1 1 addfklort to Cha live and wind lead, listed above, ttlwsees ,,,, ' in. interatediak■ �� � ;Y}, 8d , 12 r.; , _ 1/2 in. and aver thick , Tacet�ai� I 1 bot be darigned y !ot< the following, ' \` .: 1. rr •� y� IRr.. ., . . ,• . . . . . . . . . . . . . . . . . . . . 7 PBT c�1 � , ""'14, c� i 1/'I y ' %'�r ` r G• , .. r G� ? k` iQp 1F41 . . . . . . . FsT i �� :_ t '9 e". NDTE r the depth of erebedslant of the staple ar nail into the , 1 ., �/ , y I ; y BraLtpMt mrd •• . . . . . . . . . . . . • . . , ' . • . {^'Y Penrtrat ion i ! >` I ' t. mrtin sWrnbar requited ka attain ata #all rapacity (shear value) for .a ' 4. 1.r . . 1 lrteral loadin6• lal drrow1^ roar location sP4 atv* of allure 'Ij� ' I t 111slrs t o be `` - Q. En sneer approved equal fasteners, made by ane of the follaw�ng required !er Ittarie!r eptixlicfl elelulpwrml+ . V',,,''; Ll. g 6 lar er on ail side of aawchanical elluiprasnt lurnishad. WIA 1. manufacturers can be substituted and used instead of these indicated g , Verify ease with mechanical tante#star. - I ,,;' °l.Y I ' on the plans. . A) TBG©. Chrlrry Chase, MD• 20815 N�� ?:;. CA 24. All structural aprninga around or affected by mechanical, . , `� Hyl, r�,, % H1 Panel Clip. Markhatm. Ontario, � . electrical and plumbing equipment rhali be verllitad with v.'kms ," �. out oma MN 5bQb9 r �_ °.. C) 1Caxtt-Sag. H g ry Leandro Calif. 94577 equipersnt purchased before procaading with structural , .I, D) 9 iaxpsatt. San , work affected. ' 1. �I r :` r. ., - Mechanical. Electrical, AR ''��`� " r{rr1 . 34. See Architechturel. Plumbing, and La.tdsc,rping Drawingx for openings, sleeves, drips. chstafara. r ... . Sd i1 inserts, etc. , not shown an Structural Drawings. � � , { '° is J / F, x .. I I t: i Y`y; r � ar r 111 ""t1�11. .- d f." . A* B ­��;!t'��,-; ,;" . ,4 , 4 p� I 11 I Ar s, d 315�s w.2. .1' i . l/ _ �/ s F b illi t. 1. 1 I ,r: a 1 , r rm l�ry , Ire rj 1b1 r ,I dd3n Y b y�',1.' `0r 1°� 11.t l of f Y 1 v r r ! 1. . .ter.,1 ;"A.;a.i.w.�6,W,•r:T�, ',.,,, F "Ill a L