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I Lt &, ," L �!�ii " I �1 1 ,t 'I' � I I I "'I k t I : I- . , , !i I 1 I� , I , ,� �; i i I I I . I � I I 4 I � � 1� � i I i � , lij i i'�, i - � ; ! � I i. � , � I ��!"'!� � , , �� � : I I �i I I I. � L � � I i , � �, ,� 1. ]jt 'l � , �t ; �, � L ! . I i0i;� tCANNED . I �� i :��,Z:t : �; � , I i . ; : , - I 11 Pll L '11 �� i ,� I �� . I I I � 11 � , L I,I I�� ,�'I�,� ,,, L I I , , I ; �,� 1 lj� j : � i , , LL � � 3 :, . I� !ii I I � i t i : I , i - t �" i �� , - I , 11 I I it I . I I r ! ; �i I ii I t .1 �It - It I I I . I I I �,�A �I ��' ­', L � " I � I� ; ! � i � ,, i �:i 1:: I "L,-1 : .I ,_��L,�,',,"L., " to ii truss layout Wws ro�plumbing. I 11 I I �!l_�i I I � I�� � l t� i ��� I �� 1 ,: .i � i � I !i, T pil - - : -Comerjacks(Ra )aresquarecutseeto ad delloill for proper onnectlon :Bulk L- I I! ­ -�,,��',t,��, � �,�'11 I ii �� i 1 IN � t i ,-I L - ' ' Cutting or mod"run is not alwwad -- � I � ! ,� I , 1 1 i I L : 1' . . I , � : "."- I i I I I L t t �� : �� � �� � M i i �� I -Al Walls Shown am assurned to be load bearing. ! �,4,0,�it��iO I I �t 1: i I jL I L t"t e, � -,';,'j�'_",�.;_ttj� ­ �;" -"O"Indcates approxinialat location of draii Builder to varlify location, " �1��i�,�ni�ii,�.,��� � 1'�4�;;: � I ;: I � I � I 1 it 1 11 ,11 ; 1 4 I I I 11 I I 5 L , ',�,r,, L I ,A�," � 4 1! I : I i t L L i N ­ I ; , I �, -At well dimensions are frorn face of stud. ad to floo system � 4��!', �� I i � I �t � ,I � I- � I �� i 1 � :I i I I �I I i", I ­�, " -i, . � I : : 1;" �'! I -Brow Roof to stocking waft or wells that are supported by Beams.No additional loads may be appili r . IKA"�2,Ss,ll"; I� i i I � �� i �, �, -Dimensions are in 114n-16ths. "'it I I I ,; � : I I I t , k ��'iie�­,-;,� I 1:�I I I � I "Ir L, ,, tifir4l� " A Indicates left and of truss in reference to truss engineering.Do not reverse truss orientation. i I I I I I I� ;[ ! I , I I q ,� I I ", 1� i; , 1 , , " - I i'l L it ,:I I � , � �t �t 'I, I 1! ,q_1� � t L 4�i 1 � - I M ",P"i ,."t LL i,'� : �! I,I i I �i I �t i I " - It i � I �:. � 1, u I � �, r -*ii I I F � 1; : ; � I�L � ,01, ,,;,, !;� ,,r I 11 I � ;-,V ,10 1 7: � I �1 , . I , ; I " �L , :e i* I I * I :�l;if i:-," � It � I I , , 1, F 4111' - , �:, , t] 1, � . ,L i. i L'I .1�, 4 1 11" ,�."ff` L­' � I � � SS PLACEMENT DIAGRAM ONLY.Itlese trusses are designed a Individual building components to be Incorporated ink � I I I �- " . - ,-t - li�.. i-,11. �I I : ;'':, I i t I - ,14 't IF HUMFb 1 it i-, � I i I I I �,,i"i� _,",i" ,F �: V. ",-, Mmu� �,�,Ri i%11 , I , -I I ffl- '! P -1,1;ii"i;T- ti , I. I'M"! � I , 'i ,1,, I I I i I� . � I , t. Ri� ,0 , , I .� I I � i : [, ; 11 .. � i�� , .i,l� � Customer: ELI is building design at the specification of the building designer.See indi%4dual design sheets for each truss design Identified on the L I i� i: ,: i i:� :i 1 � �i � [; �i � � : 1' 2� . t E! _ ��� I I ��, I i I � i 111 , I I t I - , - - , I Iz 11, 4 I�it , I , t L , �," , 4actement drawing.'rho building designer Is responsibile for temporary and permanent bracing of the mat and floor system and for the �I I ;�A f r I , v ! e , I � �� I i 11 ,:�,11 � I I L;�tl,�­� ��i, L I � �t'; ,_ , ! :i :i 1 4 �� t , � � � 11; I t I I, , L, : t: :I : A � :� 1: I � I I, , I I I %trail structure.The design of the truss support structure including headers,beams,walls,and columns is the responsibility of the I I ; I: , !�,I . "- I L I I �1 �:, I : I i I I I I - uIlding designer,For general guidance regarding bracing,consult"Bracing of wood trussee mailable from the Truss Plate Institute,583 1 q :; . �� I i �;:�1 1 1 � i I I !ill g i, i� ,�, 0 ,"� I ���L I 11 , I L:' iI i 1� I I �i I : I : � � I I �:1 1� 4 ! I L + I I I )'Onlfrio Drha;Madison,Wl 53179. ��,�'_7',' L I t i t � �,�i I I ;,,i,!,,,'�A�,itt�7�4.i i . I ; t i i I I � �� : �' ::1 1 r I j �� J - I .� 41 � ii :� � �, _, � t I I " ;�Ltj i it � 4,; 1 1 1 . I �,�[; A I . � i : P, �,! Iz � ! 't, . . 11 4,',�*;1;,1!, 1� t I .1,I I., L '' I 1� ! 1,,1,. � I 11 !!, I I : i I ;"I :: ; i, � 1, � I I I odel: CUSTOM - t I I i:: : Pi _ i I �, : � t I � IR $ ARr F . ,�,1 1-1 �� Rz;ij 1�1:`, I i � , I , I I i t ;i i � 1� �i 11 . I I I BUILDING COMPONENTS Shop Drawing Approval ��V"""�'"""`"'l�� -;'L. ,L . I ­��L' p ri i , - � , i , ,: 1,r i:t 1! !:,�� j , � 11 � i �l ill . 11,'�tL ! 1'1�', I i I I ; I I i , ,� 4"i I " � !L I �! I :1 I I �� ; I k, � I �, � . �t " !_ �, Location: LL PREVIOUS ARCHITECTURAL OR ��"'�':;'�_ ­ i' L !, ;:�I r i� L L � ,� 5 A '�,;t'�' -1 L�-' I "I - � I . 10 I � :!I � 1 1 rr - � I , I L; THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VO ;9�ti , I � i 11� �`1:, i 1 � �! L I I _ ,t_ r ! i : ! i I I i I I , , , � , , , , I I I, I! , , , i l I i , I I I I I I , I � � � �� � �� I I , I , t - � i !it , , � � I It , . i i " � I i , ! , i !� 11 11 i I I i i i 11 �, , � i I I I I " ;i 11 I i i I � � I I � 1; " i 4 i I,' � i ` [ ,j i I , �: � 11 J I i :141 11, 11 1� � i i, I I I , I [ I i i �1� I i � I 11 Ij � ; I , � � i � � . i I � I � �, 1i � i I I i i I i I ,� It � i � I i I I ,� 11 I I , I I I I I % , - , I i , , i I it I � i , , � , , , L � l ,I I I � , I t , L � �:1 11 I� ; i � ` 'I I I' 1i I ! I t k 'I , I I 1 1 'I i I I ] I I , � I � 1� I . 11 i 11 I I I 11 � � � � � � � � � � ii TRUSSES WILL BE , i ' � I ,g , ,,L 1� 1i � ,! d ., I � I 'L , ,t , -, il 17D Elan Court " � i oij:!� � I :I 6 i t: L , I , � LL ;:1� � OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY - ,, � � il I I , - ; � � � i , , I i I � ) , , �:'ii:' Desig ier: Norman Raber - - ` 1, ; r ��i , L - : 1;��t I- : � :� ! � It , 'L TRA CHARGES TO YOU. �i, I; 1 �� E k ': ! , I i,il 1 1 1 1 BUILT.VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EX iL��,!��P, 4 1 I; I: ��: i . p i I t �; i I I . . I �1, 1,- I Midway, GA 31320 1 1 :t �I �'i �, � ; , I �i i � I I 1 I I Layout Type: I i'� - I I ij, I - : �i � i i t 11 � ,� la ," [L I I I it 'I! 1 L I . I I [L�: t - : -4094 1 :�i:L� , L I I I . .4 1 il �! i f i i ! t I I �I' I ,; tz ; �� Office: (912) 884 XP 4 � I I � I I . -13 El___-L I IL I I �. �i �, i �� " I I . 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I I I: [ ; � t� ! 1: I � "I �­ i �I I i�; :, � !1i 1, ,� I I �,�, I I - I t �Ii::�� I �l ,; � I , i "�i � "L : i I !�� i :t , � 11 ," � 1A :i r�­ i � I. I I I I� � �,, ­ I � ,� 1 v 1 _,_J�'� i it� i: '9 I 1 i,� , i j � , I +� , I , I C19i 22290WOO �;�_"'tl, : I ! I 11 : r. I I i� t t �! 11 I i! 1� li � A � I . I . 11 -11 .1 I I— .11 - 1, I I 11 � I , I ;i, i �, xr 11 I �,,, I 11 , I I � i 1 1,"i :�,,i, I , I � � I � I � I �, I I W,`,!t, I � ,` I _, � !�� " I I R"', �IllL '' I : i, ; 1.1 4 �;� �: it i , ir 11, A�"I No I 'L : �;: 1: !, i� I � ��:� " I � I ,�� I : �­ 1, � lt � �t I � � :9 �1'111 . I ",_ : � 1! i � t I i I , ' : � j��i c I I .1 ! , � Ji � : 11 ,� t� . I .. , �i :i 1: i g I Ill : t ; ! !l � I I I it !:, ,]: � � , ��:� ; I , � i ," i � �1. 1. M : �t'4 r : ! I , I 1 ji, : � I 1 . I � ��,� l :, 'IT � 1�_ I - , 4 SCANNED I I . r;,, ,� 11 �il � il , , � �111 i , .1 1 ­_,�"'­"-_' , 11 " , I [; i , � � " �, I rrr ­ I i IL i - I "Ll," - �, , I i 1�1 I I i ! �; I X , , � I . '' il A I l! 1 I � � : ISII � i � " `­ � -11 I [,Il� � . i'�� I� ­', � I � i :1 "I - � l � - - !,�� I ­ I e I ­ l l I I 'I ., l il 1, [; � '' I i i t . I te � . 1! I - -Builder to inst fe truss fa-yout ali for pli-mbing. I .� I I j, ; t � � !_1 I I I �Im""r i_��,�,�:. ,, Comer jacks(If any)are aquare cut see too-nal cletaill for proper co action I � I I . I i L i I 1: ;i ; i�, ii � 31 � � J ,! i , � I , I l�; ,,,,'' r' � 1�I I I � I l" 1 4 i , I �i i I 4 i:t, I -Cutting or modifying truss Is not alli � � 't t__ �, , z .t 71 � I I 1 i, �:: : i 3: � � L , 11 j I; I i I "'il : i�� , , - I I ,� "'11 ,t ­i�� , AN Wells Shown are assuned to be load bearing. -0-Indicates approArnate location of drains.Builder to verify location. Ila " f - :, "'�';- I : 1� I I - � , ,i,ll-; I I :!�!� l 'L� 1, -1 I �'�'r 4 �l� � 1,F ':�:J i '' I 2 t" �� 2 ; :i.��t,- jl�i -Brow Roof to stacking wags or web that am supported by Beams.No additional too&may be applied to floor system. �,P,� ,,,,r, , ­ c:;�il­'--:�i,,`],,%,­ � � � ; I flf-!,, '�: -A,wd dimensions are from face of stuid i --� ,�",r � i i�� I t I f,;". I i! , , _�,11:�Ij � I ! �� 1 � ',, I �t - - ll� � L I - ; ; f " , _. , - 'k, � " I i i J '' �11 vi, � i ;� l I - ,� -Dimensims are in ft4n-16th& ,�� i � i ; I �, I I : ,ii I I ; I :� -- �p I � �- t,i��",�'-,��i,�Tl ,,i;�,�"i,­i-6-,"r, i .:il I , , 1: � t i � I i � �4 ,,i,, I Ll i", ,�,i > -A Indicates left and of truss in reference to truss engineering.Do not reverse truss orientation. ", , - i"', : I I ji�, I ��,l I 11 'I -,,,e �, ��r,,_, , 'k I i I i : ill I I 't�� p­�I�ij� I �;i 1 � 3 I III"!�_-�1' , � i! "I'll, �, t 1 � 7 � '', I : �� ; �4 . I 1',, �, ts, , � �,�,�,I'­ � i�, I � . I - , �._�,l ,� 1,-,qlA RwWdilri. � I . I " . , i �: il� , -1 I ! , �! �:i � i I '�� � i A i ,. I I i��0 tir I l ;l it I I !: A t�'� � , �1� , I � � � : ! !� i� i I . I . .Thesetruisesare saigned as individual buildlingcomponentistobe Incorporated Ink - , ,�� i� I" ,; i", : I I [ : � i, :,� ;f � I HIS IS A TRUSS PLACEMENT DIAGRAM ONI , iP�� l�:;,-� �L L � l il i i :Z 1 !;:�J � �z ; 1 : l I "I � 14 �It I I I �__,�T L Zl:�� is building design at the spedfical of the building designer.See Individual design sheets fbr each truss design identified on the �I I I i;i � 1 1 1 1 Customer: ELITE HOMES � : I I , I i :, � 5 � I I I � , 4i drawing.The building designer is responsible for temporary and permanent bracing of the rod and floor system and for the I "I I ��1 1 11 "' I ;L I :t�, l : : I r 1� �l 1 " :,:" � i ;� �;' I � 1 , , :r I I 1) I _� 1, � 1: ! I I I I verall structure.The design of the truss support strtxAure Including headers,beams,wells,and columns Is the responsibility of the I � : i , �: i�; �,� i: I . , I ;� I -I' � , � I :, !! i, 1 i5 11 I �it l�, I I 1 !� � l 1 ; �� 1, I I 0 uIll designer.For general guidance regarding bracing,consuft"Bracing of wood trussee available from the Truss Plate Institute,583 L -i " i, L� I i I I . r r'i,:: I �t I"� : : i ,: f i: � �: .: . I � I � I ll C �, t ,�, I I I iill 1� � . I . I )'Oni Drive;Madlison,WI 53179. � , . i! 11 I , il I ,�� �; ; Job: SCOTT RESIDENCE - 1. I �11�11'i:, �ri ��.l I i,�, �I ii� l i� 11 I I :�! ir,I � � . I ,,t� ­it� : � 1[ - : i �i � 1 t I : I i Ir � 1. 11 . I � ymqpl-,��Ppp L i . i� � �i , i � 1;-, i"!1!; , I� �t­' ,I ,,, I � . I ,, 11 I : i !� � IR $ 1 Ahr ,_ it _.��',_�;�'�;�, e, :1, I ll i i � . I f Model: CUSTOM _ � r - I i i, "I I 1� ri I l� , l: : I I L"",­�r 'I, I � , I � 1 l 'K'-",1W'v',­I��, 1 1!i I i I I I �� I I .1 � . � � I � I I i l I , � � � :­ 11 11 re,i - 11 � � � Shop Drawing Approval ":�, t�i,, , i �; � I :, i l � � ; �� i 11 I � ." �,_ ", Location: gkig ��P;ii',�, , _�_ e I :;li,� , � "' i � �,�i r: �I I !I I i, I � I � C RAL OR ; "Apal , I I 1� � "I I t � i� , I I ,,, i� � i i 11 i ,r i �' � I , I �:11 - 11 I 1 170 Elan Court THIS LAYOUT 16 THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITE TU , j,�iii,��,i� I � I 111 i J : � :, ; I �, � . 'r I L 9" ,� �, I I I I I ­ L � � - IV BEFORE ANY TRUSSES WILL BE 01',� '!fl,�,?�-',�-t"I l,-i"�l���, 1�1 I ­ I , , - , !! , � i ;l � I I ill I I r i I � ,�� 0 , � 1� i ,_ I i, I , i! �1 : I; i� � � , 4� � � 1� � � i;it I I - I Designer: Norman Raber - OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECE ED ,� 7�'TT � "I � : P�1�: I I r , ill I I � li It � i j Midway, GA 31320 BUILT.VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULTIN EXTRA CHARGESTO YOU. 7t7 ,, i ,��l�t,`,t,11i t,L ­� � I I � I I I I I I ; � ! . . I I � ! ! I ; i I ,, � I � I 9 t i , � i 1 L t i i I i I � i 1 I d I � l� � � I I I� I 'i I I 1 i'I i I � ' � ' - � ' ' ' ' i t 4 , L ' ' I I � � : I i i i I � i i i i , � , , , , , � * �� , ; I 1! I , 11 � I ! 1; i �, I ; � I I , , , , " i� , I �� I I� I i ! I �i I � I, "I I �I � � i I _____1 � i I� i I t A � � i I i Ii , � 1 i I i I i ,l I I I � t I 1��,"`11`1 11 i �� I i I i 1 � iI I I � I i i I �I I I � � I � l t I � I` I � i � t i I I � i I I F , t , I i , � , I � I , i � I I , I L , , � � I i , 11 'I L � I I l i , i; i I , : ll � I � � I I .I I � � �� I �J i " i I � , i � � �i � , , I� � 11 i ; , I� I� i , i i t :F I � I I 1'11�1'11",�[ , i - , , i E I � �IL - 9 � I I i I I i : i , I i I , 11 I 11 I I I I I it . I i I : 1: � I � P �i � I I 9 r��, i . -ayout Type: I iiti,,�,;�ll�.',�i I ,� � I �1��: . ]i - I I , � I - I i,,;, ,itrii , _r I t�l ,� I , 1 1! i� I t , i I . I - " � , 7i� � l ,,i�[, � � 1. I i i�I t I: I . I �_M ,S,� : I i� r, I i 1� 1 1� � I I l �� � . Office: (9,12) 884-4094 ,I 1 4: � t�� �; I . � ;� I I � , 10 12OMPH EAP-B tNUL- pi,�Irl I � i ': : ,,l , I oading: 20/10/0/ N"'-J?:- i I 1 l�;� t j, �i l!i , :, "l l : � , , !"? - I � - - � - �, �,­ I I� I L : I X I � ! ", i 1 �, tr , I � I !11 I I . I ,, , ._�,' -8165 Date: Approved By: ,,,, �tt-� I, I, '' I I I � f 1 14 I 1i � � �i,��", I Toll Free: (1388) 789 � i �,! l �� !�! � , I , 3pacing: 16" O.C. 't zl��, 4 1 � I I � � , � � -1 I L .i ��l . i 11 " ,1 � I i i � I ,� . I i�,;i : ; i I � �1 , It T Fi �il�� I ,�t��-,�,,-�,,- . 11 I � I I i i :J j , I. i I ,� �'�,',,I � [, � ,;�,;���l:�,�_� � li i 1: '' , q, r I � Fax: (91:2) 884-9506 . -1 � , . I 1'� I �; "j,'�`-1 " I I 1. I I ,:i�"T­ � . � L , i � � ,�f � I Job#: 112237 �t , � i l 7 :1 � il 'i I �� "., !�_ � L I ,- _1"I" I" � : i T i I "I . � 11, , 1 _ . llti!��: I i i I �, , , "I I ;, I .. . � iii i�,;; � i �__­ "I 'tt"', �::j' ��"I''L 1 , - r � ! I I , -� I I 'I'll," "�I I�111 ,I�p�:"'q, I -I t" - r I _ I . _, i,��__ l zi i, � . ,� "�1� ,�,_�_,� � 11 . � , I � �L�ji I � - ,k'�',�I . - ____ I I ­­­­-­­--­ '­ I � I 1, � �: - _., �: - I I I ,; i i 1, i H � I : g,� 1J. ,:_A��I,i! I T, ? : I , 1, t i i 1 , t, , il - 7 � 1 r : �� :� i l� � � ` � i,- , I 11 � ; ,r I ,I I �, ::!':I it�i I I I i I 11;�, � -,�:,;Al '11" 12 t' I W, 9 : 4, � i 1� i A � N11 I I I I I RI Z 'I'd !! I , q I ��',L� _0 : -�_ 61 � I � I I I � Lil � t, "I'M I l� I �1,1 , � ,, i i; �J !�, , �:,l i I� r i � I !,�I : i ;�'! i f t � , I 11 i i ! I��, --- 1�� t � � , � , ,� �__ : f �, L � 1: i I i�l I ,� i�!I 1 U,191111 go 9 I fil lr; , 1 1 I I I mm ll� I Iiii I I Ili"1 I iial �, - !�i ,,� ,.�t ."', ":l� I REVISIONS 5YM5Q0 NORTH INDICATES DIRECTION OF NORTH TIF,,1E SCOTT RESIDEN 14 DRAWING NUMBER c a X SECTION A_ SHEET NUMBER WHERE SECTION IS DRAWN FIFTH X DRAWING NUMBER DETAIL A_ SHEET NUMBER WHERE r DETAIL IS DRAWN A T A ANTIC BEACH FL IRIDA I-,-- ELEVATION LETTER ELEVATIONSA• >13�` SHEET NUMBER WHERE C ELEVATION 16 DRAWN DOOR cl u WINDOW CA z W-01 51.00 1 21-0" i u W A 1 I AWO ( I I a - - - - - - 71I FSI W w WOOD DECK .' I DECK ( ( ^ x A5�>� Y �''O 5 I I I FNI"D GRADE AT I H u A.C.T. ,gGOj BTICAL ILtNG E EXT. EXTERST MIR MINIMIM I �— I , I �pY1pE Ro TOUSE _ 400, ADN. ADJ EXT. EXTERIOR NIC NOT IN CONTRACT I i ► ! STUB ouTS W ALT. AIR I ING UNI FML FFMI A� NOM. j NOMNAI. I I _ I I ELEGTMC, WATER MM F� AL N t8. NOT TO SCALE I I AND GAS I ALUM. ALLN">>I '1 FN CLG FINISHED CEILINGDUMPSTER oz. ON CENTER I I I I I V AWN. AW04 FML FM FNSNED FLOOR OPNa OM NIN_G I � I I BLK BLOCK F.D. FLOOR DRAM PT PAINT y----------------------- � ' { BOT. BOTTOM FE.C. FIRE EXTNGUISHER CABINET PY.C. POLYVINYL CHLORIDE � I � I I4.4 BLDG. BUILVING FEB. FIRE EXTINGUISHER BRACKET P.T. PRESSURE TREATED e �I I ,�' U;06 DECK ��\\ I i e H Z B.U. BUILT-UP F.V. FIELD VERIFY QT. QUARRY TILE CAB. GA5#eT GALV, GALVANIZED RENF. REWORCEDI I ( ( PATID CPT. CARNET GL..BK. GLASS BLOCK WINDOW READ. REQUIRE? _ 0 l200F LME A5014 — — _ — —`� i ►-� C.I. CASI IRON Gwo G Ul4LL BOARD R RISER ( ®I FNi WED FLDOR A7 i 443 SF. [-4 CL. CENIMINE NmRD. ROOF ORAN SE _ +9bb DRIVEWAY G.T. CERAMC TILE WAT. TEKsNT OR SNXE Am WINDOW I I LAWN CA COLO WATER HORZ HORIZONTAL SHT. OHM I WOOD DECK I CONC. CONCRETE W.B. BIOSE BIBS SIM, SIMILAR I ------------------_ CMU. CONORETE M IT WA NOT WATER SL. SLOPE I 0 CONT. CONI 4JM I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS I � G.J. COMM JOIIN T MISUL. INSULATION STL STEEL I I CFM CUBIC FEEL R MUM JAN. JANITOR SYR SOUTHERN YELLOW PINE I DT. oawl -E 4m WINDOW JT. JOINT TNK THICK - J �T DIOR DISPONSER LAM. LAMINATE (D) TNG TONG AND C�sROOVE DN. DOUJ14 LAV. LAVATORY T.Ola TOP OF WALL DF'. DES& PRESeURES M.O. MASONRY OPENING TYR TYPICAL FUTURE POOL BY OTHER+ 1' " DWG. ORA" MAIL. MATERIAL VERT. VERTICAL. � I EA. EACW MAX MAXIIAM VZ7, VINYL COMPOSITION TILE I ELEC. EL.EG'I<RIC MECT. MECHANICAL W.C. WALK-N CLOSET I E.W.C. ELEG'W WA MTL- METAL WRCm WATER RESISTANT GYPSUM WALLBOAROp E WT. E1 EG%1TRtG WA HEA MP. METAL PANEL ----------WELDED WIRE MESH I ---------- I EL ELEVATION W.G. WATER CLOSET - tb¢. URINALA/C L - - - - i I TOIL B0'-0" V I TE FLAN SCALE: I/13"4-0" O En UM � f 'E fn v ® SILT FENCE w/FILTER CILTT � (MtRAFI,POLYFILtER OR APPROVED � EQUAL)ON WOOD STAKRS •MAX.6'-0"O.C.. O FL� GRADE eC W E• p BACKFILL FENCE AFTERyq-,gCMICs FENCE d s U INDEX OF DRALUING5: T-1 TITLE SHEET, SITE PLAN, DATA IMPERVIOUS SURFACE CALCU1.ATfoNS: A-1 FIRST FLOOR PLAN AMA, A-2 SECOND FLOOR PLAN DATE OF lAOO A-3 THIRD FLOOR PLAN ISSUE LarIw O . A-4 ELEVATIONS, ROOF PLAN 12-12-11 I STAKED TUR5 I D I TY BARRIER H �, OF. A-5 ELEVATIONS SCALE: 3/4"=1'-0" A-6 WALL t ( ' WALK sF A- WALL SECTIONS DRAWN BY: 5UILE)INCA C5UODE ER'r P(APL DECK 311 OF. A-i WALL SECTIONS NCP I.PLACE FENM AT ENTIRE PERIMETER OF SITE AS SHOWN. &MlERKJTCHEN 120 SF, A-8 WALL SECTIONS 2.FENCE E&IPMENT PADS 218F. E-1 ELECTRICAL PLANS MAYBEREMOVED At WORK AREAS DURItNC:WOW E-2 ELECTRICAL PLAN, LEGEND SHEET NO. PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK A FFL I C A I5 L E G OD E 5' ; Tp�AL IMPERVIOUS 40 SURFACE AREA 3OF. SCOTT PERIOD. FLORIDA nSIDENTIAL CODE 2001 EDITION w/ 2009 SUPP. iA-V-ALAB-E FOR FUTURE DEVELOPMENT 10 SFJ FILE CT- 1 Ion I. f II [ I :IIII, NOTES: I ! I I k f�� I� 1i4. �f� f�tl ... ��, i t � f I, I#: -• _�-S 1) ALL FIRST FLOOR o EXTERIOR WALLS SHALL BE CONSTRICTED WITH 2 6 SP No.2 I I j;'#N d $10' I,_� d~ : .�Sf t. js STUDS 16'O.C.FOR PLATE HEIGHT OF 10'-1 Ya"-U.O. N. I' . 11 � I � ! i � �;,,� �I .� , '. � I r { I , 4'•� I �; i' � it .- ;� �. ' �. LL s 33 it 2) ALL FIRST FLOOR INTERIOR BEARING WALL v I, S SHALL BE s i , r CONSTRUCTED� X4 a SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS fr in w I • j.r� ( . ! i, : � �� �{ S �:. U.O.N. 0 V 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE•( till (SIDING - LI ( Ir �� 9 NOTIFY ENGINEER OF ANY VARIATIONS. ) U.O.N U Q 11 s91 I ' I I !'. I a 11 : ( A O NO E tilu ill II I �' , I II. f �I uj 1. INSTALL 1 MSTA30 STRAP AT EACH END f' U 5lI �a OF GARAGE DOOR HEADER.NAIL STRAP W i I �! ;' INTO O z 0 HEADER AND JACKS BELOW. >- 0 t � I � I,,a I, (Lit ,I i —� I .7 Is. y �; 2. EMBEDDED STRAP AT EACH END OF GARAGE J DOOR OPENING SEE DETAIL"F"ON SD- i w's 1 U1 uy� t 0 Iyl lks 99 i rrj IIl 1 3. T GARAGE DOOR SHALL BE RATED FORA MINIMUM DESIGN PRESSURE OF 26.2 sf t k• a, r s —P . .• { • P II a I D- , S 7 `e ,5 y , I � E` .,.# �i ;I I•. I � .`r ,III:I j I,I. II 1 I{, „ ` _. _ -_._ .. - — — = — �if' .:� " I r I ��a 411 it .! ..A jil I d ::k '1 li. } �3, I +• n -'LL�. f .>i •III I I� I 1.'I 'l',. I ! 7 O " w I- .r • •�' , p IIII c? pp �% • m 'f W I Q cV , Lu 1 r IN h N ♦ st"•f <�� '', I I ;il L IIII m N N SHEARWA ,L LEGEND: N w O NOfkf=BEARING WALL z NOTE IIII a s'I I� I w EACH EXTERIOR POST SHALL BE "� (2j 2x8 HEADER © = BEAD 3 CD f I I I ING WALL a I I I { TPOST I REATED x6 6 ON ABU66-Z — fl � POST BASE.STRAP POST TO N I SW-6 w 99w :1J 1K o I, �•, �� I ; ,; � 'IIMq ! I� ; �,;" � ''r: �I <'II^ �; h t;., I ?' IIII u� W o (s {� 1 EACH BEAM ABOVE WITH H6 Z CLIP. III = I w I� = SHE cai i :1 ,•` YIRWALLS FAST ED TH — .,I I .'. 11� P ! f i Ij a 1 I 1•; SEE DETAIL"P ON SHEET SD-7 IIII �, ;: 'E' l I i ;, I.I I� !; III ,� N -(3)2x4 BUILT-UP POST ALIGNED wfN(0.131"x2)/2')NAILS z II ( v: I �, _ 6"0. 12"0. w w . µ1 )i - — — — WITf j POST ABOVE.INSTALL w �.ON EDGES AN . v a 7 g . 1' — — "' (2 EllEADER / ��7 �.. 3 SOLIIJ BLOCKING N ON I a INTERMEDIATE S PPOR S. o �' 1K rr �' BETWEEN FLOORS. O IIII ...... o ! '` / ... SW-3 =z Yd Ii ill #RWALLS FASTE ED WI H1 II E I N ...'I' ' 'i� ',I L; ;; 2 H6-ZCLIPS- rn � ....• v'i $dC w . ; . O :: z " ftA131"x2Y") AILS ::x '_i :.� l,s- $ d, ', ,. t , , I) .,,tl;, ,�?s. !s,.; a.,:f:• e I .' n III x .. .:• E - I' AT THESE POSTS I i es ¢ �.ON EDGES AN 12 0. LL'VIII — SD 7 III ._ o a ON I�F(ERMEDIATE P S POR �I t... . ......... .. a III S _ Si SH STH BOTH SIDES F W L r 1p I IIII mli AT IN(D)ICATED SH ALL w , , / ......NOTE• {{ EACH EXTERIOR POST SHALL Z c NOTE:ALL EXTERIOR x E / TREATED 6x6 POST ON ABU66-Z /ALLS SHALL BE SW 6" .O.N. Q SD-7 r I ,III POST BASE.STRAP POST TO WORD F k EACH a HEADER EG ND. HUC410 EAMABV RAME SEE ABOVE WITH H6 Z CLIP. SIZE SCI E� HANGER DETAIL"F"ON SHEET SD-7 N•D.N.) OF HEADER NOT scvE iit NOTE' DRAWING i I 1 a. I THIS OPEN POR H _ IEL LASE 1,°41 6 $ I !11 j } i�).;` C CEILING REQUIRES 2 2x ADER DATE: A MINIMUM Ys"S 12-0T-11 ! { �) SHEATHING.FASTEN WITH J RE n:' 1 6d COM OR BOX NAILS AT 6-O.C.ON EDGES K I � � j J.�I ; ' � �� k o 1 i QUANT AND 1 QUANTITY II I 2"O.C.IN THE FIELD QUANTITY t II al OF JACKS OF KINGS DS q @f I Y it WIND-BORNE DEBRIS PROTECTION REQUIRED: .{ :1 THIS STRUCTURE IS LOCATED IN THE WII DRA BY: D$oRNE DEBRIS REGION AND OPENING PROTECTION ALL WOOD FRAMED L0 cn+F IS REQUIRED.STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL BEARING H ERS ry� GLAZED OPENNGS.coNsr SHALL BE MINI CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S•2a OR USE MUM(2�)5CX6 No.2 OR B R CH KED BY. ' ] I!`' " 1 rt I ilL ; .I b I• �1 YOUT- ALTERNATIVE SHUTTERS WiTH"FLORIDAPRODUCT APPROVAL". SYP.INSTALL MINIMUM; WALL Ll4� FIRST FLOOR (1)JACKAND (1)KING STUD AT EACH;NEADER(U.O.N.) �A( ` A_ _ � NOTES: o � '- I 8 Ii 1 ALL SECOND FLOOR EXTERIOR WALLS ) `$HALL BE CONS RUCT D WITH K6SPF N0.2 SUB-FLOORING 1 STUDS 16-O.C.FOR PLATE HEIGHT LL INSTALL 2x10 BLOCKING BETWEEN @ OFF V-1 Ye-U.O.N. f ( . x TRUSSES.TOENAIL AT THESE EDGES $¢g¢' �/ V Y• 4 2) ALL SECOND FLOOR INTERIOR BEARIN�`y�ALLS SHALL E STRUC WITH ZX4 a WITH 0.131"x 3 a NAILS�4-O.C. O uQi. 1 > m (TYPICAL) " O r } 11� I, I �1 (n' a'� 1 T F 1 FOR PLATE SP No.2 STUDS 6 O.C. @ H4EIGHTS UP TO '-1 X8'-U.O.N. J v 1 1 s .� W Z 1 y ' 1 '.•' 3) THE SECOND FLOOR EXTERIOR WALL F4INISH IS"FLEXIBU. G a j f ( 4 FLOOR TRUSS Z I _ NOTIFY ENGINE F ANY VARIATION r=` NOT ENGINEER S._ � DOUBLE PLATE OF SHEARWALL W it: I4 W d { FL A OOR BLOCKING AT SHEARWALL s , s a I I ,a I I I I' II J W =k i m n y , I 11 + O a li 1 F , I II� � �� 1 ;I'. � I I I.'1; I i t iI a'i I � �r I I ���,��� � � •v W � r H gggo , y�. 1 f li" ..it�� '�a I 1 .tf � i ter,��•ss � �• � �� I i'',' I I':, 6 � �f i � � t 4i �1 G� � f; , l 1 1.:1 'i., �.�_.��. � • � �� �� �, HUC410, �(2)2x6 BUILT-UP ,�-(2)2x6 BUILT-UP ,I ,,, �. 1, ,G I HANGER �� j POST(MIN.) / POST(MIN.) itt", �'1107E: ,fEACH BALCONY POST.SHALL RETREATED = _ =1 ;. + I` i ': L �� 1 • 11 ,L o?6x6 POST STRAPPED TO FRAMING BELOW "s WITH MSTA36-Z STRAP.STRAP POST TO III � ( � - ., �^`2'�" i• � ✓ � �" � • w y , r. y 1 } r • m BEAM ABOVE WITH H6-Z CLIP. III= ^ �f� •. � �,•:: TYPICAL ALL POSTS (U.O.N.) U III 0- /(3)174-X 9Y"LVL "?I Ir> w e II I ,: I n r 1 aa $HEARW LL GEN f, ' _ W ' f NOTE: }} cn , 1 t. 1'1 h— .......... .. Y IN 2J 2K cn vz , Ir I1 .1$ I It,. � III J. v m :: ......... .: THIS OPEN PORCH CEILING x T- V w N w w Y (3)2X4 BUIL �� o r E $z REQUIRES A MINIMUM III uaj w m N -BEA ING WAL S2- 1 Q m Y o POST(MItW•) �� � z 0 yg z o ft ;1 1 111 tl °4 - 1 'f' 1' 1 $It 3 " S t C 1 /e SHEATHING.FASTEN Ill w 0- I s c� 1 ! �: I I i[1 o m o \.. 2 2x12 HEADER p C = s f1 i " �) I WITH 6d COM OR BOX(JAILS y III X o BEARING ALL N ..... .................. Z 1? LL p G7 " w m w yy o rn 11.' AT 6 O.C.ON EDGES c� SHEATH WALL TO UNDERSIDE m \ -1...... ¢_ S F1 w w AND 12"O.C.IN THE FIELD. OF FLOOR ABOVE.NAIL FLOOIR \ -3 2x4 BUILT-UP POST ALIGNED — �— W a ! [ �,.�� I ;fF U SHEATHING INTO TOP PLATE 0 i �� = SH W LS FAS WITH LL a7 1 . 1 11 ' , III z i WITH POST ABOVE.INSTALL ( :i : r Ia;:.I o '1 fir, I, i I: '1 -. Id II : �, I`, ---- Q " Y" " �...... j' :: w V rr 1 KNEEWALL WITH 0.131 x 2 z @ 3 0.( b�7D BLOCKING HEADER 8d OM(0131"x 2 Yz NAI.S @ - ... ( 3 2x10 HUC410 :�: 22 ; BETWEEN FLOORS. �?� I°?m ) 6" C.ON EDGES 12 O.C. Ill �. N _ r.. cn ON INTER EDIATE PP RTS. W 4 HANGER �3 BLOCKBETWEEN FLOOR 2J 1K uiTRUSSES OVER SHEARWALL (SE DETAIL A ON (2)2x4 BUILT-IJP P POST ALIGNED _ u. i> �a Cia � ^ WITH-POST ABQVE.INSTALi.... . SHEARWALLS FASTI 4EC WITH +1 :•1, 'x ,I _::, ., ... z ►�-: z L[}BLOCKING ..... 1� w SOI 8d OM 0131"x 2 Y NAI S W N 'BETWEEN FLOORS. �' �--:IN �� I, » _iO � MIN.(2) 3" C.ON EDGES 1 O.C@ u�l -SOLID v (u z STUD POST- ' ON INTER EDIATE PP TS. �R � �, w 1 I CORNER tpI Li K p i I1 ip:',Ir1 • r ! .) �� Ozv c��1=: wsz N w OF A LL o rq -t5H TH B TH SIDE (2)2Xa AT NDICA ED SH W L R -> t'. zi ¢ POST(MIM.) NOTEE:ALL EXTERIO WALL SHALL B "S 6"U.O.N. A9001 FRAMED KADEF LEGEND: � sCALE� d,l X,-1w(U.O.K) SIZE �F HEADER DO NOT SCALE C c - I1 RELEASE DATE: 2x HE R 12-07-11 2 REWSM QUANTITY QUAN s `�.�� (bF JACKS OF KING I N DRAWN BY: I { I j _ 1 `III a i 11 , ALL�j00DFRAMED OAD EARINGH RS CMF I' y I I j rN l 1 F< CHECKEDBY: SHA4LL BE MINIMUM 2x N0.2 OR R SYPi I SHEET: INSTALL MINIM M(1) CK AND WALL LAYOUT-SECOND FLOOR (1)KdhJG STUD AT EA H H R(U.O. .) 1 � 5 I 't S �t c g 'm k ri 3 I, �I � r : d:�III .z?u"��If$tys&a.s.f•#`., ' I1}{I'Iitf�3,{'7j,a,i,�rtir!'1,;1iiii1jisi !{jfiyjj�l,q;.I{¢trrI�I � {!leIi��1,,,!{!iIlilILiii ..ll I,IIIIIIIIIIIIII�II u &4Y�� .....—....-.... .._............. .y.n•}�tz4 RQ 9GE 1� NOTES:TEST•�r � Murk HE THIRD FIL Cpp.00-.RR EXTERIOR WALLS ISHALL IS B" L 0 iSBTLREU"C(STIEDDINWG yIT-HU.2O.X6 yiJr�'SP F�♦No.2\so�0�♦'es. q21) ALL THIRD F STUDS@ 16�.C.FOR PLATE EIGH OF 9-1 -U .N. " 2) ALL THIRD FkBOOR INTERIOR EARIN WALLS H L BE CONSTRUCTED WITH2X4 SPF No.2 STWybS 16-O.C.FOR PLA HEIGHT!;UTO 9-1 U.O.N. -�I! � ' 00 NOTIFY ENGIPNOIATIOS.ER F ANY WJ 5UiWJ7wfQU�iQwi— y3 - ♦ �>aKw za�T � M. � F0 cr 2 2HEADER -3 2J 2K JSW 3 —SW � uaZav'V0 LLJ j.......... (2y 2x4 POST AT RIDGE TO HEADER (3124 POST o(2)2x4 POST � .... >AT RIDGE bi KUCTURAL RIDGE ABOVE w CN —NATE: OOM .......'LOCATE POCKETBONUS RC, 03 TRUSSES DOOR DIRECTION TO AVOID POST � 69 i a J, Ti 2J 2K 26 EA— DER —W— SCALE: 1-0 (U.O.N.) DO NOT SCALE THIS DRAWINGiRELEASE DATE:12-07-11 REVISIONS: 4 fi � � ' i. � � �IIIIIII Ci � {;t I ''. }11,11{ �I i ' I',i.��r ' 1 � "+ :, (1" I,, - of ' 's-.�h xk• e.._.". � { ) is 4 - '��( I I I} I •y ",_ I ,I.fi 9 DRAWN BY: A i 1 CMF { t t c L !I sI I 1 a l 9 i CHECKED BY: FSS WALL LAYOUT-THIRD FLOOR sHEEr: l { ,Elm: I� 4 j, I a . .`;�I X11 , I It r I I • "1 � I I � �I 't� l t E ,"�I i � E. I'I ' E E 'J'➢I .1 I _ � - li ee Ito BREADED ROD LEGEND: s {` �I ♦ _ - • u. I P L £ ;' �mm, �"THR ED OD FRO F NDATION TO DOUBLE PLATE _i .( "MINI UM EMB M T REQUIRED) LL I Ij 3 I �� £ I'3 I �,IE t� ♦ _ Y8"THRE ADED ZOD FRO FO NDATION TO UPPER FLOOR v DOUBLE PLATE (4"MINI M M$EDMENT REQUIRED) m f it 113 I J Ildl� ;,I Ilf I = HOLDO N(AS NOTED)1 TA LED AT SILL PLATE U. E= HOLDO N(AS I JOTED)INSTAL LED AT SILL PLATE.COUPLE MINIMU "0RODTOH0.D N ANCHOR AND CONTINUE TO DOW LE PLI TE ABOVElu ij Lu HQLDO (AS I IOTED)IN TAL LED AT SILL PLATE.COUPLE to � SSS ! MINIMUM Yz"0 OD TO H DO N ANCHOR AND CONTINUE s i I',, TO UPPE FLOOR DOUBLEP TE ABOVE. W it ,1 III tt a W OA E SD-7 NOTE: " 1 (' >' (DOWN € _ •,,, , I I HD 8H 1 Q db , 3 f , I75-11", ALIGN HOEDOWNS � � ----- ��'�� --H " 4� {, € IIII W/�" OR H " U w 1; £- wlEND F AWH HOLDOWN i 0 SHEARWALL (15"EMB •) o v p cS a 0 a ABOVE m o m I GARAGE D00 1 € o _NOTES N O N z 1. INSTALL 1 MSTA30 STENE • '. z UP AT EACH @� HTT5--\ v OF G �� '• ®` rl sI ly r ARAGE DOOR HEAD] NAIL STRAP �, W o .' ' dz HOEDOWN ate' ., F .• � INTO HEADER AN I / D JAC K$iBELOW. y� lam( ti .�.$�,1., �.� >r E t -- ;> FIDO8 H014UOWN ::::: I 2 EMBEDDED STRAP AT ,n �.�a w NOTE. �.. ,- I �H END OF G GE �' Z Z �" D 3� ,.;�.°: _ EACH Ek - DOOR OPENING SEE DE e �„ TERIOR POST SHALL BE wl/e ANGOR SIL"F"ON SD-1 TREATED 6x6 POST ON ABU (15"EMBE4P•) o 66-Z 6 1�i rn w POST BASE.STRAP POST TO Wuj z IIII a EACH BEAM ABOVE WITH H6-Z CLIP. III ? —� Z O SEE DETAIL"F"ON SHEET SD-7 IIII III �' H1T5� cn HOLDOWN I �Ny�w O U Z y W U wa 1sal I11!I3gg� - - - - - 000 t 1,1 ,I I�.;,II P. £11 I! ';11.,Illi V h1 t, 1 II. - — ... "v. 'I 'I cn HTTS 9 �Q o z HOEDOWN =Z ..... U Q Y a .Npps� =J 0 HTT5.... m IIP' IIII z rz 417 5 . z E � I S p 3 ' .14 1 -li {{' '`;_ ! ..... OWN SD-7 N kl li, 3 a HOEDOWN HOEDOWN III ' NOTE• .?. III W „, HTT5 EACH EXTERIORPOST SHALL BE: ,)3 , :� j;l 1 IIII HOEDOWN TREATED TED 6x6 POST ON ABU66•Z M POST BASE.STRAP POST TO -- ,;; EACH BEAM ABOVE WITH H Y _ E / 6-Z CfP. s m o a I' r, }} % \ SEE DETAIL"F"ON SHEET SD-7 w� p �. HANGER MALE: 8 IIs Ij ^,� 11 i �Ilhl I F +R I£ i I DO NOT SCALE � 1 THIS DRAWING I w ( r.l RELEASE DATE: 1J3. 1 [ t n I 9 I:� f 1 r t f REVI IONS: 12-07-11 f 1 v 1 1 s s > DRAWN BY: CMF it v r CHECKED BY. THREADED ROD LAYOUT-FIRST FLOOR SHEET: Ilii i slit i;fl i` , r, II9I it NOTE: i ;. PLATE TO STUD PER 9 ATTACH DOUBLE s `! 'I >I ( '; I •19 I,1 Ia I e ,� ,t Y � O DETAIL SD- - t� —UPPER LEVEL STUB � V TRAP CUT O W j ,, CSt6 S ( Tf0 LENGTH)FR UPP R I O s B 1: D TO BEAM STUD .N.. i I .0 i r 2'O.0 0 ) m � ( J NAIL INTO UPPER W s _ INTO BEAM WITH � {{111}Od NAILS. 1 AND NAIL v II3 { I i Ili I \ O J cif' W a —BEGIN NAILING 1" N l VE ru 1 MINIMUM ABO VOLE PLATE p w y -r-- 1 —BEGIN NAILING 1* W = I II MINIMUM BELOW TjfOP OF BEAM UJ tz G I �{ 1r , W W r BEAM(AS NOTED)) F. ? 3 I ,1 3'' 1 `I : G 11— W w N � � 1 -HTs24 CMTs DETAIL-CONNECTION OF UPPER LEVEL STitiJD OVER B M ° 1 AT AT BEAM A 13 /-HUC410 i S-8 (2)CS16 TO,, i HANGER a r e ( 1 WOTE;.......,, / WALL BELOW � EACH BALCONY POST SHALL BE TREATED 6x6 POST STRAPPED TO FRAMING BELOW WITH MSTA36-Z STRAP.STRAP POST TO m el. t 1 BEAM ABOVE WITH H6 2 CLIP. TYPICAL ALL POSTS-(LI.O.N.) J,,y Sl �'.' �` {, ile` �HTS24 a . •.. f( 'a x AT BEAMZO I 1 , , ` S I r' s+`. h f 9�.I 6• , t� s �,{ 11 g r � I '..G„, I Y III -� � ;mC � T S �� )— �z I'� - e u ) d p s /-(2)CS16 TO �• i o HTS24 BELOW WALL ..... ...... � �� �w CLIP TRUSSES TO ��� w ..... AT BEAiII'' i z TOP PLATE Wl .... — v � — I t LTP4 24"O.C. I . ... Q � w � V a l HUC410 DETAIL" SEE DE (2}CS1fiT0co \ -t• k 3 ) HANGER ALL BELOW W w u i z ... 'w f i� 1 i •'k; X11 I :I _.._ Y a 1' II I O .... .... w gg I I : ;:1 �i�'� v il. � 1. *rl ���,+ •� 4 i�F tp I i Z v 9 1 . �i •• N 1' �z z u 1 .. MTS12 v w AT BEAM F rpp w _ s j C .p Q w W j g rn 0 � s o (2)CS16T0 �� ] ;•' 1 i+: a�1. `I,`: I.G i, 1. ,4.� 1 II �� 3,I I, U Z WALL BELOW' �- III— �. � THREADED ROD�EGEND: , . � _ A 3/e"THREAPJED ROD FROM OUND TION TO LE sir o^ .ox I Ya N ) ;., 7 –MTS12 DONOT SCALE SEE DETAIL"A" PLATE.4" AT BEAM PLATE.(4' EMBE ENT QUIRED 3 RELEASE DATE: �, ; 1)j • – /s"THREAl ROD FROM OUND TION TO PP R FLOOR THIS DRAWING 12-07-11 ED 1 I LE MENT QU �LrATE.(4"MINIM M EMB D ) I I q 11 . . (J laa ',' a It"i 1 drI'll I, `{ 3 '� 1. ) �1 it x �r;' , I p = HOLDOWNa{(AS NOTED)IN ALLE AT SILL F1 ATE HOLDOWNI((ASNOTED)IN TALLIED AT SILL COUPLE k I *i•, r II,. S s ,; i� h ,I I� I y li ,I i �.�{i �I I MINIMUM "O ROD TO HO DOW ANCHOR D ONTINUE lr �� ii �i • ( TODOUBLi€PLATEABOVE. DRAWN BY: h ( CMF PLE if HOLDOWWi(AS NOTED)IN TALLE AT SILL .COU CHECKED BY: rI R D ONTINUE u �I MINIMUM 0 ROD TO HO DOW ANCHOR 1 h E .fit IS ..I ...111,1 , SHEET: E e• i I, u � ��_, I� `.h , i� it���I. II ,` � �• 11 I TO UPPEI�ffL00R DOUBL PLA ABOVE. R {# , 1 ! ;111;� I r,! it V �, l , � � BREADED ROD LAYOUT-SECOND FLOOR ' I n ,,,.,•, 1 I !.# .� .::.:� :..-: ,1..,�.. I':' u� . .. �(., .. -, ..- . ii.. :,,.. -. , I „:: a"mxmrsssu rra..:uwtatY �:{w . z .. _...f .z?d.�i$ :a.,,a_._. ✓ .. .E .-.r.`�.,, :. .. - - I r I I " JAE 1 1 r > } 4 i O I i it d I i aI � : III••;;' II i I { i, ,., � �� LL 1 t fi LL I I f g 6 I I, at i + i 1'I� � � 1 I, 4 7 r {tk,il •y li I'.a �; 13' ,11 I I I Ip f ' 1 t dY I .�Y� •II ;I I= �• F ' ' 1 I I I � I I�. A I �i I I { • ri I, }{1 , � ,Q I it . to KI I ,I€` ) •� ., j 3I;Ir i �,a'Ip� I r ;lij" 1 iFift�l t/1 h r { yG r� I.` Z ui0 Y I r 1 � i 14 1 1 ' �O�� n �' •.� ' J 1 p r u]1 1 ; (2)CS16 a• •• c tY '°° " 7 S. • .I _ BETWEEN 1\ s II 1 o f— U♦ � i' FLOORS �Y I - ll t I i" : i �.?: I 1I ' "11 I•:, �i II i=�1':i i � ,.g I � � '� rIU I I Ii � � : Ni, I 1 dj �� r •�%'s—+.* LLJ Z j t O p p. , a W v • a p ,Ii °� I ; w w SEE DETAIL"A" ��,�� � ON S-8 I X i ;{ I ;t , d ,t I. �+�I� � ,i � � i �• :a X 611 I I ql W—apo I w y z 3 U W , r',11, O U i Q W 'I N I 1 I # .6 W y I 1= R r l �. I' w ,p 9. I z +� 3 I \ I >tl h i 2 I I 1, I X I i s t s' d { i f i* 1 f. g ....... �.: LL ,1„ ! =I � I r; ,. , I= I 1 f ,IF^ I •, _ (2)CS16 � �z II I' w BETWEEN I I I I l 1;I 1 'I ,t I I I ,� arI 1 I •• u„''c� � FL ¢ OORS W_ LLm'�- 1 LL D til i a '1.:'ir I 1 { I! ? In i'I< d �` id �,e r ��` Y. I� _ / •W I,� I•; It .... 'tea J 77 �, �'s 'i�;' �I� � ��1�, Ia,'. �{ I � •O I,N1 ',.�1 i u 11 ! .� 3 I`I. � tc .��4i .` I l I� .. EI' �, �; � �I I �I 1,� 1 i l { �'�, I I• :� I� �I1� ' ; t�l) 1 j � —r Q I I LY� I �� ' ���'' a is �; � i le „ r I Iw .�I�I s �� � { ItX � •• ;� III '. '' ��'; � 00 I{. 5. I4 �I'tti kis lir I I' ` I I' F W I n I II THREADED ROD LEGEND: _ I (2)CS16 THREADED ROD FROMUNDATIQN TE� I # �:I,,� I :. t 1 1'� I 1 =1 , � I! 1 :I< r ;' I `' i �•°' I I O OUBL II' BETWEEN PLATE.(4"MINIMUM EMBEDpQ If'-r-0•Iu.o.N 7 NT RE U O IRED I � a7 lel I.,I r .I,�I, { I Y.. I c¢ I I! , I r 111';.1 `j ;1 III FLOORS s " DRA 1 1 ''. ,': t 1 (: �! . I t I1. �'.' 1 i ' , • _ /a THREADED - (, EADED ROD FROM FfbUNDATION TO UPPER FLOOR � LEASE oATE. o = HOLDOWN(AS NOTED)INS T�4LLEDATSILLP TE ,'I',I D = HOEDOWN(AS NOTED)INST�}o;LLEDATSILL TE. DUPLE Ial,n•, I x'11 �� I' { il ' �I� ( I�" 11 I� a i ,� , i 1=; S 77 MINIMUM Y"0 ROD TO HOL i qi I..,1 I I 1 S. ?' r, `a• -' r : 3 SOWN ANCHOR DCO INUE TO DOUBLE PLATE ABOVE. RAWN BY: iI 1 I, HOLDOWN ASN CMF .;.1 I,�� ,I II I^ ( NOTED)INSTALLED AT SILL P TE. UPLE 1 ,•f` ao 1 1 `�` ECKED BY: MINIMUM Yz"0 ROD TO HOL WN ANCHOR DCO INUEFSS THREADED ROD LAYOUT-THIRD FLOOR TO UPPER FLOOR D �._._ OUBLE�0 VE. � ABO A via J�' :3: I. I� ik•- the .^ i.. p ,1 ra I�.. I�1 l , ,,.. ,I t lay .4 '. i 5.-. • .:,..', : _ n � V I : rit tq lt I � t I r I, tl II i MTE•FLASHINGAND l ', a la yypp } r r , WATERPROOFING BY x" BU)ILDER v It r r",` �;. I I (RIPPED TO F cmc BOLT THROU SHTO FLOOR TRUSS-�v l / FbANGE OF BEAM 24"0 C. � Q (TYP.) vv ( FAGGER) 4 sI 0 f .G I, I 1 I� F�. r I I, I . fRUCTURAL STE L B lu U uJ r s � N ,f I f IIS t ac� I I x , I L L 4 JOTS W \plNlll Fill o i l , :I s I' I�II(,', I i f ��H� y ♦ _j fel t L v + I 4I '� + a _ 0���� J 1� -3 N \� � � • • l✓� ,.� : fl 1 EACH{=SIDE WITH MULTIPLE S �s12'S AND s ' THROUGH B OLT'1�yf EU4 I } ; l ( ) BOLTS @Via"O.C. CM :;' SECTIONA A ao x '"• e 5-10 • ` ° • •... �r�j�,� O d s coF04 :Flo I zC9 I+ It31 to iS a z ,I E H O F1 Ij AI td LL Z 71710 . a �+¢ $a—i ... �d uj LL t e I i O 0 O t 11J —w m H 1 Ai�iI , cq iII. I .. :�x£•`r IIII Nw FO u , ..... I J Y a IIII FOB ...... `—Lus210-z HANGER(TYP. l'� ) I _ +.J t. $ �y r } I i f I: E a W , Ii I SEAM SCIEDULE�, m k h }: 1, z z LL _B_f�4M I.D. BEA A SPE IFICATI � < � F06 v iii LB '1 (2)1 Y4"x 1 "2.0E L I tJ7 I 3 " SCALE: 2 (2)1/4 x 1 "2.0E L 3S=vi(U.Ox) V 1 DO NOT SCALE THIS DRAWING h RELEASE ATE: 12-07-11 RE It t 7, DRAWN Sr. CMF CHECKED BY. FSSr : g i, V I SHEEP,I 10 v i I i . 5 I f, LOWETRUSS LAYOUT 10,,. '}111` 4 F I l 9 3 k 3 ' �� 1 `! , ' r I • II I « w , , ,., _..2x8 LEDGERWIT+i{'TJ a�j O m � I 0.131"x 3 X"NAILS TRUSS C EC RS 16'O.C.INTO STUDS TRUSS ID LEFT INT RMEDIA RIGHT .i I• �- //-ROOF SHEATHING _ � (AS NOTED) yy h .I ,o ! r� a F u.i 2x6 RAFTER ALL TRUSSES H8 H8 H8 V II` ! ,+ r ' �'I I •.I ! 'll,I� i NOTE: z ! I I I I a•� I �� I':I E I I I^ Q 1)ALL TRUSS CON —+ �FECTORS ARE BASED 0 N f- . I: 2x4 LEDGER WITH(2)....— j ( UPLIFTS COMPUTE[ BY ENGINEER F RECORD. Q ! I )a �" ■ 0.131"x 3 a NAILS UPLIFT VALUES iN r;, „ - tE. TfRUSS ENGINEERING DOCUMENT; OC I r, s t 16"O.C.INTO STUDS h ru @ SHALL BE DISREGA(kDED. w NAIL JOIST TO RAFER WITH ✓� > N j a• l 's t ) Q1UT AND NUMBERING S STEM W W " 2 THE TRUSS lAY z 5 0.131 x 3 Ya"NAILS(TYPICAL) ���c,, €: I u O (�' ) SHOWN SHALL BE `Ch�ED BY THE TRUSS UFACTU R. L ! I I u I t O i s DO NOT VARY FROG THIS LAYOUT THO PRIOR � aL i{A Y II 9F I A DETAIL .,` APPROVAL BY THE_EENGINEER OF RECORD AND THE a����nrr►r°r� rnr® i W wF I CONTRACTOR `w- OT4 V 5-11 �.�` Gj ,.••'° •• v to TI ORS NOTED SHALL BE NSTALLE e 3 TRUSS CONNEC. c i AS LISTED.DO NOTTUBSTITUTE WITHOUT PRIOR p SCAB TAILS � .. r I I T L A SEE DE AI � .� SCAB TAILS APPROVAL OF TI'I�FENGINEER OF R COR c :' t 1 I L 75 lip �� , I , !';i #. I ?. is kl ', :.'; I ,:.... I " .. . ._, a,^.,F'-:3e1': ( ; I '�y.� �••,a?c,tl s9 1 ; OOF TRUSSES I I I I I 11 R _, I -.,.. I. _, 'v I Vii/ ,..,, ` .:;,: ,. :,�.. , -.Y... : ' i y { 4 '♦ N ee i !►rlflli r — ' � z ! I,11 it z - III _ ___ Z o 0 ! � . w` ,, t, :.I 1 c 3 " .:.; E : .�_..... i I ! , y � LI , s HIS zz U ROOM F23 3 c� BOMUS F22 l f, I o LE ROOF .......... o � .......... STYLE 3 i � it '• � ' I ... , SES ' , .gyp •/�T�' ITS 3 .... Q ~� ti ti'.: I : t'!y• ,,, ::� rn Is il:. `:.ii , I :. _..... � ._.... , 3 � I i a' r: h I IIS F cn JJ i ' s I , + r I i W 4 i{ r x ! I •a• I .... z I, a i• ry�'s2. 3 ., :. Fe Lu a 25 L: ) , 1 I I� +l I:� , � 6EAM REDUCE ; : ! I I I ,i 4 I; 3 I: I : I li= 1 ' SPECIFICATIONS B I.D. B M SPECIE C I is I i l I I , pp I .: 7' /" 18"2.0E LVL � B 4 3)1 a x — F 11 ROOF TRUSSES ( � xmB 5 2 1�"X16"2.0ELVL a w U a � O • B 2 1�'x18"1.0ELVL !` ! O 1€ I, 1 I: ` � ,I SCALE: ;; ':II 'I {la s1,I+ Ilri i F R SCAB TAILS SEE DETAIL"A" SCAB TAILS B 7 (2)1 "z 18"2.0E LVL Do N0T SCALE THIS DRAWING 11 2 1W x 18"2.0E LVL RELEASE DATE: -1"ok ; l.i� _ B 13 (2)1 "x 18"2,0E LVL s REVISIONS: I !' � i ! i I , I 9 ,I. I 01 DRAWN BY! CMF I ! f l F r I B CHECKED BY: j{ I FSS I � tfi; 9 x SHEET: SECOND LEVEL TRUSS LAYOUTit S-1 1 l9 .,„I, gf gg F , I,ji ll� �r II i �I jLL 8 4 I IV h ! I I I I 1I, i J It,• I I: �� 'r: I , Ii : ,III .11 V- W to ' , 3i � I �', ��• ' kk ' "I I �' ,III e O Z 0 I + I ti I k� li III 19 , `I I=i W � I `auuuw ,4 .,••' ° U tQ 1, a. Sga m 0 p� CONVENTIONAL FRAME F_0%F ro .� I > AREAS-SHIN LER ` pi : (I ,; �o �CONTINUOUSSUB-FASCIA € (.. TYP.AT UPPER ROOF) cj ( Span Tables for N{b.2 SYP Rafters `+. N �i a a� r o Ceding Load-20 psf LL,10 psf DL 40 �� X { 1 SIZE 12"D.C. . 19.2"o. . 24"O.C. °n gar 1 �G N 2x4 9'-10" it I min 2X6 15'-6" 14- 13'3" 12'-3" �•7 chi 2x8 29-5" 18' 17"1 15'-10" i w 2x10 26'-0 23'. 18-11" " a — 21'-2" ; C) 2 2x4 POST AT m W �. 7 O Span Tables for No.2 SYP�%fters-No Ceiling Joist "' z L , (2)2x4 POST-� - •••• :: (2)1 Y4"x 11/s"LVL STRUCTURAL RIDGE RIDGE TO HEADER _ W :: .... :: with Drywall Ceding ZOf LL.15 psf DL 240 U l AT RIDGE �� CONTINUOUS OVER(2)SPANS / W iP I I F1'! if ! xl.I S wU a f wl t ; .III R ) �• 2x8 20'-0' 18' a �. 14' 2x10 24'-10" 1' '" W f: 3 2x4 POST BONUS ROOM .�O L 2 19'-7" 1Tdi" m�, .w ( "�C` + AT RIDGE (�c> �, :: a TRUSSES 23'-0" 20'-6" . nv I ij(I j�t I i ':� . S i , -:� :; ,I .w I i , I, � � ..`L1`ti •:{:. `�� 2x12 26'-0" 25`•. " tl � = o a I I ( Span Tables for No. E W Pa �`SYP Ceiling Joist �"- , ) 20 psf LL,I� f DL li W � I a SIZE 12"o.c. 16" 19.2"0. . 24 o.c. I 6'-1 _ 2x4 8'-5" T-8" j .A P 2x6 15'-0" 13' - ! f :fi3 LVL TO LVL CONNECTION x 12'3" 11'-0" 1 A 11" I 1'f it ( I .E- 2x8 20'-1" 17- S fl ) s I 1 1 ), TO BE HU410(or EQUIVALENT) ::\U 15'-10" 14'-2" W N Iia2x10 I1 `, -0 182'-131" 119T'--00"2X12 2 24' J —> 4 i, ROOF FRAMING NOTES: s m x �- k • i a 1. ALL CONVENTIONAL FRAMIN( HALL BE No.2 or BT.5 P It II SCALE i 2. ALL RAFTER H y S SHALL BE ,s I_�8 s 24"O.C. .O.N. }f^=r-0^lu.ox) 3. FASTEN ALL RAFTERS TO PLj E S WITH SIMOSON HS CLIPS DO NOT SCALE THIS "oWITH 5 10d x 1/z NAILS EAC�iEND. RELEASE DATE: 4. FASTEN ALL RAFTERS AT RIDS WITH COLLAR TIES FACE r f ) ) 12-07-11 COLLAR TIES TO RAFTERS Will 5 0.131"x 3 NAILS. 3 I ,I _ . O �: s ,�, t� � 5. FASTEN ALL JACK RAFTERS T � A 11 l HIPS AND VAL EYS (4)0.131"x 3%"TOE-NAILS. is 3 !r i^ ; I 3 E'qS SHALL BE 1 OMIN SIZE GE 6. ALL RIDGES,HIPS,AND VALL (:II III THAN ADJOINING RAFTERS.M(O.N.) Ih. 7. FASTEN RAFTERS TO CEILIN JOI STS WITH(4)0.131" 3Y"NAI fl 8 . FASTEN RAFTERS AND CEILIN JOISTS TO TOF PLATES WITH 9 DRAWN BY. (3)0.131"x3/e TOENAILS. as a' I iITO PLATES WITH CHECKED BY. 9. FASTEN ALL HIPS AND VALLEY,ES CI (2) IMPSON S1 I !� 4 I � TWIST STRAPS WITH(7)10d x1 1!"NAILS EACH NDSTRAP. SHEET: UPPEI$ROOF LAYOUT r � } y , I�Ir II h . ! t•I I p �ur r fE i` i I > r 9 - r II Y•' TAB W/ - Q {: ��I q 3i'O BOLTS 4 75 I � s I I o .I W16x50 STEEL BEAM I yni{}k°CCktiCICkIEkI!kCkCtrErNkpkEk,ra,1YIIr{[(sIsCCkk 11�I)�IiII.Iil'lilI,�)I,II;IIiiIIIiIlI'lII)Il te';tI,fI.it':irrk+7�rstI�s�i,a3S3tsia;e�i1a#a},fi_rv',,h,,.,,,,...." ^a,1,�z',,Fz�sIt,,i.p;�)i;,{I,rI"1r,�ia�3gJ1"{�dII�,,.,.'.,,,;.,r1��1!11I1iu�II,IIIi')I(fii��i„:Il1_'.;,'.is,,<l,',t,,P.`.�,;'",:o:s�”,:n:�':::.�fi��).1haa,���1`a'�;r,'"3��;�L�z„�sN�sNa;",'"'„ti+:rfi''il,i�„ur''g,;1,;':,iaktI,,..'w,`r`,t,',::.•s';.',`;s'..,, ,{�tII1hkII!1II�tIkIIIIIII( - : - :::.I :I�i 3.„:tit�-{I I 'i,.i�kI�ri�I11�lr({�((II,3E(p,i'.;'rl��l�{{{ik+il�'IILit•..I�,�,�il)�+k;��:zT13)ss;i':s,�.):fo�a,I;1'ti#t3_a));)�,4;!€»;d.0r;';_�';.,;';,'..,;'.`,',�,,:[i�,,;,';:.`,:`,,�•.. :'a,;,..,"'.J,^.',..,,)iI!�IIiIplLriI'Ii1II(Ii";'l„.,,C-I`k;�r_!:I!'`I':,I{(flayi!.rq'rp l;�II;�.�l�,,' .,,,'s!k)3rrfIi0IS)IiIr{s3i)Iir89)1k�dftI;{t•.'.;,.�,l lIIIi.'�.�;.,I"�!viII'IaI'I8IIIti6hIuhI�IIIIi2;i,,r3.';I^,,,:�+1,I'1.;;I;,I1:i,,I IC(hI;IIj{I!,,j���falIi;Ii:{{I'��,=,,1.,I"1h}:itax,itCyN),#«`PI',I•";fIrI€;`Ei,,ld'a,,1erk.I'r.1'. jn�p�1I">'�,1iII'I)5III�N(kdqIi�I�II9IR4�� --.:`.„;..„::,.:"'..-,..,!'"::,'.i:':.iI`.''•''.!,:>'",:....'I.-:,1.�...:���jIIII{I�1,1)(1IId il',II1V`II11y'NI,11„rrU•,I I I,II'II'IIIIII'�iI .,r!C{'{II,�',',fII`C”•II;i�'I,IIi',I 3ig�I9Ifsa'I9,€IC�lCtl�3!k�II ,YfCIiriCkFIC#�C{1��fEif`ty,CIjjiC�rI,,"rfff!"l„r`k.f. ..,IIIlII IIIIiIIiIIII ',IIII,,II.iIL.I,I :I , : ..-d`,��-:.x:�_�-'.�`.'rm`.�y• ..5.t 1 a S S-1 vwmUJ�oo-3wo y ` (TOP OF MOMENT FRAME) �a�aOUJZo f•i1 Lwo.i—, I1III1IIIII IiI '-�- •�=1"I 3 � . �...._..1 j WE L DED COMPON ENTS . E %�e 0If0fr♦o«/i f+�f`«�e♦`t•11q1`111'1 1�'♦�nas� pCE F•W•�G�rrw� �r nTA9CJr'�y- o U'=UL1O�F - t, ,f {, �>- N — 7 �LLx �4J Q W16XSO STEEL BEAM VmLL , B F 5Yx7'x%'CAP, PLATE w(4)� BOTSDT 77 = 23-2t 13 O" IO 2xSTUD TS 4'4"xY STEEL COLUMN O w0 STEEL MOMENT FRME NOTES: Z INSVE GARAGE p All MOMENT FRAME CONNECTIONS SHALL BE MADE USING A325 HARDWARE AND INCLUDE BOTH BOLTED AND m HLL w 2) STRUCTURALto STEEL SHOP DRAWINGS SHALL BE PROVIDED w TO CONTRACTOR AND ENGINEER OF RECORD FOR REVIEW o PRIOR TO FABRICATION. 3) COORDINATE/VERIFY FRAME DIMENSIONS PER FINAL WINDOW/DOOR OPENINGS AND FLOOR ELEVATIONS. fz 16"WIDE VOID IN STEMWALL FOR FRAME >16" WIDE 401D IN STEMWALL FOR FRAMEINSTALLAION. GROUT POCKET FULL AFTER COLUMN INSTALLATION.(TYP) INSTALLATION. GROUTPOCKETFULL AFTER COLUMN INSTALLATION. cD o uj �� Z oij cQ co OUTSIDE EDGE OF BUILDING J0 S-13 w `aI: DETAIL-STEEL FRAME"A"(MOMENT FRAME) E SCALE: if 4 "x6"TABwIO O (4 7a dBOLTS Y If END PLATE END PLATE 1(� TYP.�eWEB FENER T /P FRAME s v EACH SIDE p CORNER CONNECTIONWIDEFLANGE BEAM AS NOTED I) w z 2°tTYP) U z 2"xYxY"STEEL 1-0(U.O.N.) DO OT ANGLE WITH V2"x2"xY”STEEL—_' F DETAIL-FRAME INTERSECTION WITH BEAM THS DRAWINGWIDE FLANGE STEEL. 3%A325 BOLTS ANGLE WITH a' NTS 513 RELEASE DATE.EACH LEG A325 BOCOLUMN(AS NOTED O/ LTS 12-07-ii(4)A307 ANCHOR BOLTS 5Y"x7"xfi"CAP(EACH SIDE) EACH (EACH SIDE) (AS NOTED)WITH NUTS PLATE w/(4)%"BOLTSw w AND WASHERS.SET RODS "x10 �" . F ) k SET OR AT EPDXY. E TE w/O TS4"x4�" O \.16 � ANC )R BOLTS COLUMN 7"EM ED.; j".___1<x.TUD ELEVATION-CORNER CONNECTION BASE P PLAN VIEW-CORNER CONNECTION , 4"x4 a" DRAWN BY'. C LUMN CMFnO DETAIL-TYPICAL FRAME CORNER CHECKED BY:AIL-SEELC�LtMN BASE PLATEDETTCDETAIL-STEEL FRAME BASE PLATE DDETAIL-STEEL COLUMN CAP PLATENTS 13 NTS ia k , S3 NTS SNTS SHEETwe FSS h1: ,!faipi'IrI:'�G s 1a',�ICf;t'"'1I;IffC ,: . +]C1iCiiii 1II '..I.',..I.I -F. ' j. is i iC,{•�I I � - 11• '. II i } f• �I � i .' 1. , F I III ` � 1 ,• '' iii J Oj I IN j d t Y I i' �1 NOTE: j 4 SHEATHING ONLY SHOWN FOR 0 8I I I , { Ivy s IS NARROW WALL SECTION. 9 I< $ w i s REMAINING SHEATHING NOT .9 ` ' 1 �•. + E SHOWN FOR CLARITY. (2)2x12 HEADER RAISED U. I 2 MSTA30 / TO BOiTOM OF DOUBLE PLATE x I , I { STRAPS / I i '. ,I a I I I tv� W _j ,. r I t I, r" r :1 TE , N SHEAT 41 , �' Fd� SHEATHING TO HEADER 4 O INI33"GRID PATTERN AND FASTEN E i SHEATH � W UNG TO ALL FRAMING " Lu I '•� '�r �I I�, � �r s 3 i1 :II{.:i!( �-i:, ; .`III I ', .3O.C. Q USE 0.131"x 2Y"NAILS AT > I P �. i j ;I I"�11411 w11'' �' i W N k. J ALL LOCATIONS(U.O.N.) -J W ER E I I i I i W li d. b' 1` I ;, .! � t .I'�• I .I i��: 4 Ci I : I�I; .I ,r:: II I ,�t 1'ss°.:'.. 1 1 t11 / M ul o INIMUM '�_0Owit 2 ROWS OF 0.131"x 3 Ya 3"O.C. _3 STUD �a a uu e try ~J r= OVf I I a. ��� .LL. •■�/� WU tl? 1y , s '� 1 .i,. fi Sj i-, , I i I i....:i e � f I I, \\` !� .•I� "+ 'I. ,. t. :.. MINIMUM 3STUD Nv G n , f�fi I d ,(I, I°" i n }� II Fls +Ii 15 sIyI g ♦ �` I.. a; _ :. 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I I: t %I s a e e 'a e e. a rl I :a I - r I , i'-r d Y, HI :I� i i I w��� ,° �� la ,X 1 I, I fp a }} v is .i 'rI If I "" .� i' ', a . �c, I ,,I ': , •! :. , , , I I , '� , : ; , ,I 30"x AD FOOTING.... _ DRAWN BY: t,'r 30 x 12 CMF u ( WITH(3)) EACH WAY 3k'x 30"x 12"PAD OCITI kip4 Iu Ii I" �,.Iu. Ii1 1�,1 ' e •'n i )„I;„' , ' 1L1 SEED T L"E"ONSD1 CHECKED BY: „ E AV %ITH(3)#5 EACH AY F '1 I ii S I' II ii J 2nd FLOOFSS R REAR BEDROOM SEE DETAIL"E"0 SD-1 s OOM FRAMING ELEVATION VIEW , '.. k �i �,: .�j II , I , f ,e , '�"'. 9� f! III'i i �, , . s :2 41. '' : 1 I::w-1 I � : , I ,, ,ill ' --- :,. -' ,- ,..,,. ,`:�a 1 � S-14 : { t 4 _ Jr yi II ,I I I ,IY•{ i i. 4 III s I I # I� r `t, I +4(�#, d4, —BRICK VENEER WITH 1"AIR SPACE c ITH1"AIR ! ], I AND WALL TIE. BRICK VENEER td0{ �( , ,t I s1�s;s$£_=r� SPACE ,4`... ;- - %� •N SPACE AND WALLL TI ES ,. �v / SILL #lA�/ FILL JOINT WITH ELASTOMERICCONT F A HING,PROVDE WEEP HOLES SILL PLATE J F@ 33 O.C. z�OCONCRETE SLABCONT.FLASHINtP•PROVIDE OINT FILLER N HEI�T OF CURB V IES 8LL SLL PLATE MAX.)) GROUT AIR SlCE FSHING WEEP HOLES �3 .C. " . GROUT AIR SPRY BELOW ... coCONCRETE SUB SILL GRADE--\FLASHING NRETE SLi II nGtl; r , 1i. +, PLATE 8 WITH _ \\ \ \ a W it /\ CONCRETE SLA$ GRAD '` #5 CON —zF— 1s CMU STEMWALL 1 #4@48 .0. 11//1 11/Z .3GRADGRA ...s I I: \ AND IN EACH CORNER. CMU STEMW ALL WITH H(1I#4 48 O.C. / FILL CELL SOLIDAT EACH#4 REBAR. \/.\AND INEA H CORNER. HOOK REBAR 12"INTO UPPER CO R E , , SOLID \ \ b FILL CELL AT EACH#4 REBAR ao w OF BLOCKS AND 6 INTO FOOTING. 1 / /. \ ONE ST - r " 1-0 Y 2 #SCONT Z N I; I;a• � : .. s I ,, I I \ � �� \�\�� HOOK REBAR 12 INTO SLAB AND 6 INTO ,, ,\ \ \ \\� O FOOTING. \/ /\�\ \�,,,; 1-4_ TWO STtY (3)#5 CONT { s ( •. ���\. \i,\\r\� \ !, ' I. a 1,:, .a I I S {I�, I ,i I, ;,,,.. • I i OONE STORY- 2}#5CONT. — i, "1•i _ I 1'- " T. i 1'-8" ONE STORY- 2 #5 CONT. 5 ONE STORY- 3 #5 C� " _ ): :,•L I I 1-8 TWO STORY 3 #5 CONT. 1. If , ; '; ' ; fl 1'-8" TWO STORY- 3 #5 CONT. 1'-9" TWO STORY �. F ♦♦O sip to , r SECTION STEMWALL AT GARAGE MONOLITHI�AT GARAGE � �„SECTION MONOLITHIC WITH B�ICK D SECTION N_VTEMWALL WITH BRICK pp z T F TEMWALL HEIGHT EXCEEDS 48"CONTACT I=', f 7]I�' I, I a, .; ,•,; I a I. , ', k,I, p-1 NOTE. IF STEMWALL HEIGHT EXCEEDS 48 CONTACT SD- NOTE: I S ENGINEER FOR ADDITIONAL REQUIRaMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. i' I.: g eaf{ gI II Il'{,. & .8 i:l : — •" s �, �'! �,' / � SIG ,1 4 I I 9 I l CONCRETE SLAB i �, i I I I , „I I 1 t .,d (I •. ,� �I i I I — i 7 s 55 'I d GILL PLATE br. � N !• • :t I a Y ,r I€• 1I I CONCRETE SLrkB Z� SILL— PLATE —CONCRETE SLAB ./ / � , %i�Y �♦♦.>� Y, i6 a .t� Y , ea ig \vA \ \ co 45 v/A,i\/A/ II V GRAD f /. u,� t ,� I � I , "."•. NCRE S � / /� . vvvv >w „ ,:,: , A � � / i l i �` / GRADE- 4 § ,,.., S ,! .r,.l, e , 't o- \VA/VA/VA/VA (, �� E } �I I I I , ., v . iv. ANTED . vvvv/v W� g� _: . 11 _ GRAD #5 CONT. �\ \ ,—_�_ E , , t : ,I, • :t _, „_ � v RAD � .. o G E—',, / / / / / � /✓ G9 a i .a,,:... ,I i;, +. 48-O.C. M T MVI ALL WITH 1 #4 NOTED) A \ v8C USE �: , , •::., ,f I .. _ I , . ,. O @REINFORCEMENT I ,..., 1.; :,,r t • , •_ -. EACH CORNER. � \ \ \ / , .. y ., :, a. •,. A \ \ \ 8 CMU STEMWALL WITH 1 #4 , FILL CELL SOLID AT EACH#4 REBAR. w A o A \ \ \ w F1 •....; , v,y o��V48 O.C.AND IN EACH CORNER. —H BAR 12"INTO SLABAND6"INTO x z ,..': „I ,. ,:I •,<,.,,,., I �,:I�..,:a ,. , ,..i, � ,h •�1, f _ ,, :i ' ,, , , ILL: I / /V/w/.. �� FILL CELL SOLID AT EACH#4 RBAR.� FOOTING. v_ (AS NOTED) REINFQfRCEMENT AS N CITED) ONE STORY-.(2)#5 COWT. d '! J INTO FOOTING. w w .; 1'-8" ONE STORY- 2 #5 CONT. 1'4" TWO STORY-(3 #5 COLT. (2)#5 CONT. M � � I'� 1'$" TWO STORY- 3 #5CIDNT. „ ,; TEMWALL �, �. _ E SECTION PAD FOOTING AT PORCH S SECTION PAD FOOTING o f „,1; B SECTION STEMWALL SECTION MONOLITHIC �T PORCH ICK NED E E G4 _ , k ^ L HEIGHT EXCEEDS 48 CONTACT x z :'' ' NOTE. IF STEMWALL HEIGHT EXCEEDS 48 CONTACT SD-1 NOTE. IF STEMWAL G C II �,-,x�'I a ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. > N .I � � GINEE 0 Q � �� �kl ,,:y��.) 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U) W DEGYPSUM BOARD C TAIL-THREADED ROD ASSEMBLY l /s RATED SHEATHING,EXPOSURE I.SD 3 FASTEN WITH 0.131"x 2i"NAILS 6ro.C.ON ,. ' t:1'I.z.,`r,•,..€r,;.� , �•' L€YE` : - EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS (U.O.N. BLOCK ALL EDGES) LIJ I2xSPF#2 STUDS @ 16-O.C. U.O.N.(SEE WALL�tYOU NUT WITH 1"CUT WASHER E PATE U.O.N. NAL TO RIM BOARD WITH 0.131"x 3 Y"NAILS 6"O.C.ROOF COVERING(BY OTHERS) ROOF TRUSSES z%z”RATED STURD--FLOOR(T&G)SHEATHING GUfEp ETAILNICE DCORAND NAILED.FASTEN NTH 0.131"x2 N"RING SH (BY OTHERS) @ 6-O.C.ON EDGES AND 12O.C.IN THE FIELD. FLOOR JOIST(WOIST SHOWN SAWN 3 JOIST SIMILAR-SEE SECTION CON E SD-4 FOR OPEN WEB TRUSS) j V s OR � RATED SHEATHING EXPOSURE I_'SHINGLE ROOF z„RATED PLYWOOD SHEATHING,EXPOSUSE I-TILE ROOF GYPSUM BOARD /s RATED SHEATHING, I METAPR 2xSYP#2SUBFASCIA WITH RIM BOARD 20.131 x 3 YENDNAILSATTRUSS FASTEN WITH 0.113 x 2%'RING SHANK NAILS 6 O.C.ON EDGES AND INTERMEDIATEfSUPPORTS. —NAIL JOIST TO PLATE WITH(2)0.131 x 3 Ya TOEA GYPSUM BOARD (2)2xSYP#2 DOUBLE PLATE(U.O.N.) I � ONNECTOR AT EACH TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH(3EE TRUSS D.131"xkNAILS 8'0.C. a (Z)2xSYP#2 DOUBLE PLATE(U.O.N.) , ” ' , i^ GYPSUM BOARD THREADED COUPLING ASREQUIRED --GYPSUM BOARD "O.C.-U.O.N.(SEE#2 STUDS @16 U.O.N. SEE WALL W1lY0UT)2x_S2x_SPF#2 STUDS i6O.C. . < 0 —/e RATED SHEATHING,EXPOSUREL/e"RATED SHEATHING,EXPOSURE I. < NAILS 6-O.C.ON WITH 0.131"x 2�i zNAILS�6 O.C.ONFASTEN WITH 0.131"x 2 Y EDGES AND 12O.C.ON INTERMEDIATE ATE SUPPORT$.EDGES AND 12 O.C.ON INTERMEDATE SUPP41RTS, (U.O.N. BLOCK ALL EDGES P-0(U.O.N)(U.O.N.)(BLOCK ALL EDGES) ,, DO NOT SCALE Tac DRAWINGTHREADED ROD ASSEMBLY AT —THREADED ROD ASSEMBLY AT SEE DETAIL CNOTED SPACING(SEE DETAILCNOTED SPACING RELEASE DATE. a 12-07-11THIS SHEET) THIS SHEET) sI '; TREATED SYP#2 SO PATE WTH2X�TREATED SYP#2 SILL PLATE WITH ,...2x kJ INSET 2 FOR STUCCOS Y SIMPSx TITEN HD(OR TITEN HD RODSIMPSON�x 6 TITEN HD((OR TITEN HD RODCOULER aAPPLICATIONS INSET zFORSTUCCO WITH CUT WASHER @ 24O.C. WITH iCUT WASHER @ 24-O.C.SEE FOUNDATION DETAILS EE FOUNDATION DETAILS TAHK I JI I�II , I l �. SECTION-TYPICAL EXTERIOR TWO STORY WALL CHECKED BY: l B 111 FSS .I - EXTERIOR ONE STORY WALL SD-3 SHEET. 1 , p A SECTION TYPICAL EXTER 0 SD 3 7 '� �. �� �i� t 'i i i' , ° , .. .....�o..,..-.,�.�.. „_..�..�...._,,... .,:... .....,,�� �.:,�.a. m ..::,..,.. .�s.3..�xvzs,es.�u+r,-.�He,c.a.a.iu am.n.,,,x x..- .... . .a._..,-:��. 6e3�_.�,,,,._..�,, ,, ..•..., � !,., :.d. Is�..tS �.:. L .L.. I n.;. 11 ! 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SSILL PLATE(BELOM 24 CORNER FRAMING FULLEWEIGHT . ru Lu WEB TRUSS MINIMUM OF O3 2x4 BLOCKS�"LONG NAILED "x 3 Y"NAILS T EACH ADJACEWITH 4 0.131 STUD in CONTINUOUS FROM BAND BOARD}, TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH ALTERNATE:INSTALL SOLID 1TUD IN THIS O EDGE NAILING REQUIREMENTS OF UPPER WALL SPACE TOENAIL TRUSS T0 PLATE WITH —2x4 CORNER FRAMING FULL DIGHT STUD Qill H o (2)0.131"x3 YeNAILS )WS OF 0.131"x 3 DOUBLE PLATE(U.O.N.) NAILS @ 12"O.C.2x4FRAMED WALL TYGRAMING AT 90o CORNEA SECTIONPI F SECTION-TYPICAL OPEN WEB FLOOR aS SD-4 NAIL SCAB TO TOP CHORD WITH flis ROOF OR FLOOR FRAMING AS NO/4 0.131"x 3 YNAILS ADD 24 VERTICAL SCAB IN EACH CONNECTOR IF NOTED NO WEB IS PRESENT I TRUSS IF (SEE CONNECTION SCHEDULE)_. 3 0.131x3Ya" NAILSTYPICALAT UPLIFT CONNECTOR(AS NOTED) EACH TRUSS -24 SPFBLOCKING NAIL WITH(2} 24X-BRACE ACROSS LENGTH OF SHEARWALL 1 1"x3Ya"NAILSATEACHEND _, END N�ILOR TOENAIL) NAIL SCAB TO PLATE WITH(3) w 0.131"0k TOENAILS GYPSUM BOARD NOTED)TRUSS(AS SYP#2 DOUBLE PLATE(U.TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES ,1IPI;I.!,"�rl Lu r r TOENAILED TO DOUBLE PLATE WITH w I v_NAIL PORCH SHEATHING S N 0.131 x 3Y NAILS @ 4 O.C. V11--iik"s'Aw —2x SPF#2 STUDS 16-O.C. DOUBLE PLATE o- \-EXTERIOR FRAMED WALL (SEE WALL LAYOUT) MINIMUM V1e"RATED SHEATHING, i EXPOSURE I FASTEN AS NOTEDLu ON WALL LAYOUT(BLOCK ALL EDGES) ..13_.. ; (,��})��H:,�YI„•t.1IItI+�k•.IIm>I!� I , ,.a , , . d` , i„ S A EARWALL PERPENDICULAR TO TR HEN REFERENCED SECTI0�_INTERIOR H D CTION_EXTERIOR WALL PERPENDICULAR TO TRUSS USS GYPSUM BOARD J ONLY APPLIES W•► SECTION , { D4 ! —THREADED ROD ASSEMBLY(IF NO_TtE0) INTERIOR SHEARWALL(IF NOTED)$HALL oUSE%is"RATED SHEATHING FASTINED NAIL EACH END OF BLOCKING TO ` 0I AS NOTED. x 3 Y"DS WITH 3 0.131BOTTOM CHORscAle•�, (AS NOTED) INSTALL 2x4 BLOCKING BETWEEN 2xTREATED SYP#2 SILL TRUSS BOTTOM CHORDS 12 O.C. SIMPSON/a"x 6 TITEN HD @ 48 0.�.MAX oo HOT scnLe g , .+ 2x4 SPF NAILER-NAIL TO TOP PLATE WITH rxs ouWNc BOTT2x 0.131 3 Y NAILS 6 O.C. OM CHORD OF TRUSS SOLE PLATE--------, RELEASE DATE: #2 a -07-it12 NAIL EACH BLOCK TO DOUBLE PLATE WITH 3 WITH 0.131"x 3 Ya NAILS; @8"O.C.-U.O.N.0.131xYNAILS NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE FLOOR BEAM(AS NOTED) - EXTERIOR FRAMED WALL MINIMUM/s RATED SHEATHING, I trEXPOSURE I FASTEN AS NOTED ED FL OR CON DRAWN sY._ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAI ,t k. , 'I.S: , jfI II I III I: CMF CHECKED BY: ... , r .. .. ....... .... l ,.. . ANDI I L_ , _ TYPICAL INTERIOR BEARING HEARW LL , � _ TRUSS K SECTION �R S I , � 41 INTERIOR SHEARWALL PARALLEL TO � . T TRUSS H SECTIO I; :_::I I E SECTION-EXTERIOR WALL PARALLEL 0 SHEET. ; tl ,�. l:_ REFERENCED saa � r I � , ,a,, pTION ONLY APPLIES WHEN REFE � ,,,w 1 , „ ,t.,ICI I sD-a sD-4 THIS SEtY � fit �.}' 8' d t „ R 3 .k � 1 , � :a :Il 1 `� 9 1 t.. I i tl I„� 9•••t" III , }. 7 y Jill ' u it lda r c hr I II # j 14,C ,') d i Ir i I l it : r hr`•,�; ,I , � i.�,: i' '• 1tr,),iL.a,s,,.,� x B IST LSPH CLIPSCAT .�. PLATE �NOTE. �� I 36 ATTACH DOUBLE PLATE TO STUD PER =- a.•..,,, - # " ALTERNATE � L PE OVER i TA24 TRAP ,G�U I , ,) . '`• + I',I,�t I a,i , _ _ ,1 I DETAIL G ON SD-7 __... S S DOUBLE PLAT 101 =_ ,EXTERIOR BEAM(AS NOTED) I NILED 1yz NAI , INTO ECSOF STUD LEVEL STUD A t'l!, , la,,:,,:; : I ;...I zf I,' 1t.,. 1 , ,,�.,I,. , #�.r,,.I tf.,,,^ iI.t'' nI ;;�i,.k: <"1, , ,,. I ItlI, - • UPPER LEV DOUBLE PLATE _STUD S16 STRAP(CUT TO LENGTH)FROM UPPER �I ,, ',` � 3 :I, ,,,,: I r ,, � , ,a, I A �)1,t• ) I ��., I I I �)E j,, s,,X; E i,.�, „,:jI,, .! I, ,) I I , ,; 1 ,, � :, <, CS16 STRAP( UT TO LENGTH FROM UPPER , r4 . r1 d V I I� �• ,:LI;,,, I a {1�,+?. II I !L.+, r„ �,.,I.I:„„. ;, . IE,,of..,�L.,� I II E,,�, •,1, ` I ;I; ,i,��,I,II II � I ' / T�, NAIL INTO UPPER STUD WITH(11)10d AND NAIL FIT BENEATH DOUBLE PLATE NAIL INTO HUOPiERR STUD WITH 3 11O).C1.. A.NOD.NNAIL A.I � E-INTO BEAM WITH(11)10d NAILS. 13 :...t;y,., �II >;.. r1_ a%sr.':�,, ' �'I,�•,'„,,., r,I, ;..,�,f`,,,.,,,.II::n':I;: 1{ I„�;��,; Ir,.�),,,�i!�sI,,.,:;,��,,lII I' , 1 'I Ia, ,t€,L,r(Io'E' F,w?� 6` i, •:: !:Jd•i�`I ul _._._. . — —_........INTO HEADS WITH(11)10dILS.--BEGIN NAILING 1”MINIMUM ABOVE SOLE PLATE BEAM BEARS ON 2 2XJACKS 0 0' ___� BEGIN NAILI�1"MINIMUM OVE SOLE PLATE(TYPICAL_U.O.N.)_�------BEGIN NAILING 1"MINIMUM BELOWTOPOF 4_ ' I II, I,„ ,E„)#SI1•:,f,�;..:;{,;,,.. ,. / ,I,� : � �,; I ,k 1� I 1,1i,. 1{ '.;,.L'.J:, ,,, I;,�I, �fl,-,1€4, , ,�, , L', ::,1 1• ;(�I iI.I I x -�tEQUIREQ B EN UPER SILNAILING NOT CONDITION: V Wac , :. : r„I=d;;• :a� W PLATE AND L QaWER DOUBLE P TE. Z (NOTCHED BEAM) Z W BEAM(AS NOTED) O vZa I FLOOR SYST h (ASNOTED) ( c . ,•r a h t,• ,,. ,,:: LI. i :, � .. DBELOW -- - PLATE NAILI 1 MINIMUM B LOW D UBLEETAIL CONNECTION OF UPPER LEVEL STUD OVER BEM __A � F— t- G Ut 3 f r - — o SPECIFICALLY REFERENCED � �—������ � � - ao -� _��€' ,: ��: ? „� , b � ,d. , ;,I I, , r �. I I _, SD-7 THIS DETAIL ONLY APPLIES WHEN SPECI C L a � z DOUBLE PLA. .• # 1 s - € . o • '� • s , � u+ib` NAIL SHEATHING TO DOUBLE PLATE WITH 2 ROWS OF 0.131"x 2 yz”NAILS 6-O.C. LOWER LEV w ! P • s� ,s ,i 1! ( ” �HEADER(ASN TED} MONOLITHIC FOUNDATION-EXTERIOR \ \ \ \ r¢ 0 E (c� 0 t I •, .I , ;° " I:L„ ';' .I I , I+ , ,. .I I _ � _ � � NAIL SHEATHING ALONG BOTTO�A OF HEADER 3 C t^ �j ~, � E w' ,,,. , r t 1, /" ITEN HD SCREW ANCHOR Y \ =t C \ INSTALL DSP CLIPS 24”O.C.OR ' I;:. � , p •I , }I / / ANCHOR BY HURRI-BOLT INC. \ � � @ or s x 6 SCREW NC . � {{ l ;;:^: � �,: I ' "' r, ",. 1 .1 " • 1, ., , j,,,, , � \ " V " , SPH (�a 32 O.C. \ � . V 4+1^ or THREADED ROD SET 4 Y2 INTO ADHESIVE { • I ;� ;� G �, h ,,:,� I� � �� . , 1i ,, I � \ � — � CONNECTION OF UPPER LE , _ DETAIL C I SEL STUD T HEADER BE 0 � I EXTERIOR BEAM AS NOTED y r ( ) , I „1 L„ T EXTERIOR SD THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY ?' F r< t STEMWALL FOUNDATION `4'REFERENCED � � —DOUBLE PLATE ("� •e ° „^ I T 7"INTO ADHESIVE yz THREADED ROD SE C3 N. , BEAM INSTALLED BENEATH DOUBLE PLATE ,... ,I ::. c , ;,t.,6 .,, I .7: 'er i is t, ` ;''i <.. '; �— // 0�� q. t k f., I ,;;_ ;,: # ,I ,, � ;:,,f, o ,I. , I ! INTERIOR APPLICATIONS- BEAM BEARS ON(2)2X—JACKS // o00 � )If ' , 1.: fi .Ir ; :III � r '. II � /i > �K � �w " _ ; I I (TYPICAL U.O.N. r � F EDGE DISTANCE EXCEEDS 5 (�' � ) rain nru s I �I , , ,, t ,„ ,;• , �,, 3.r I Metal Connector Fasts edule z I r I:; a•.; •�, ,. -Ir=' I E �' I a, rlr x€:,'9 1' . , � , �, , I I h r �,, USE MONOLITHIC CONDITION Simpson iD USP ID Uplift Capacity lbs Fasteners M ora U. N. CONDITION. 2o t 1 E ,� +, A35 MPAa n/a 12)0.131"x t.z Ma ri: `t ;.,, , I.,.. a,... „ ,•.:.p 4 I, .:.,) I ,,a r i.. ! : ,<. .,r - PA 44-TZ 2200SYP 12 0.162 x2h , , »AlE ,",:, ,•, „n DROPPED BEAM) ABU44 z u ( r(tz o.a62"x3/2 ora7"embed Seo :I-• I 3 t d , 1.:, .,.,,6! +� ,..._ ., I,. .,.-, ,., �_:-�._� ABU66-Z PAU66-TZ 2300{SYP) {12)0.162"x2',5" 'ri20.162"x3iz" 5!8" -7"embed - �d� ( ) 8 w o 1 170 SYP or SP i1 0.148 x , l I CSi6 RS 50 5( F) ( ) h e - 22 rota n:•a e.....t ac rad F I v� i . , ,1 I H ! „ , .• AM TO WALL CONNECTION _ _ TAIL EXTERIOR BE RSPT6.2 775( Y or F) (6)0.,48x,, 1 n.+a w E D o studs , ( TIN _ . ._.. .... _ _.-._... B DETAIL TYPICAL DTT2 Z INSTALLATION ., . ..... n r 7 SD 7 DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)l�"x 1 Jx"S ;5"wl 4'ls embed on and 7 embed(stem) .I , ^. �, SD {USP DTB TZ SIMILAR) ) = r;. t; I' „ a1a .I, •�k �,. r:-„LII : a .,.3'. . , n/a5 0.131 x � G. __...........__... ..... �.___ _._. �. ..._.... .__ g .. ...._... ____..... '� ,+ „�. _._................... 0.131x2,zl ..........._... {7) YP 5 0.131"x 2%z"i _ H2.5A roe.use RT7 600 S ) each end (t0)to Na I �, r....MONOLITHIC FOUNDATION-EXTERIOR n ) (5)0.131 x 1!' I 10 tot We � Na:use RT7 545(SYP or SPF •.each e� ( ) r , .I y2"x12"TITEN HD SCREW ANCHOR Frsn asssYP (a o.i3t x2,^ _ �. ui i ':, / H3 ( ) ) .each end 8}total rue a E 4 5 ^ ALTERNATE ANCHOR. P .t 1 2 6i _,,o H6 LFTA6 950(SYP}820(S F) (8)0 3 x each end tot I n/a or/s THREADED ROD SET 7"INTO ADHESIVE ) - I " " " 745 SYP 5 0.148"x i'rx" -. _ HS RiBA ( ) i each end (t0 tot I Na Yz x 6 TITEN HD wl 2"x ya WASHER r. q .: : , li s ,'I:: I � :, ....... ;I, I ,.I,. •! , -1 I� EXTERIOR BEAM HD08 rare.use UPHDB 7630 SYP)5495 SPF 20 1. x 3 SDS-. i ET x oral ) 7/8 / 5 embed ot,, r FOUNDATION -EXTERIOR , + (stem) > , , STEMWALL ^ .. ��� ^:;. '.� �. •:# , :. + ,p,,:" i 'F s I a ..,:.,. .� �I U ' A A3 NOTED HDUS PH05 5645(SYP)4065(SPF� (14)/. x 2/z S 5/8 7"embed ono arx112 embed 5 . ,. . v,^x D " , " HDUS PHD6 1810(SYP 5020 SP 20). 3 SDS T.8 t5 em ET oral a 4 / THREADED ROD SET 12 INTO ADHESIVE 6 H6 CLIP FROM 9 ,f„� ,=,.1 a •. ]� "� ',£ ,, ..)� , ,1. � HETAi6 HTAi6 i810(SYP) (10)0.148x i;5` q^g i Jr:-4: :•,L. ,"lid: " ,:.Ia .: ,.,.' � , ..,. , ,:`,a I ,...: ,.,.:. » ». TW24orHiW30 1450SYP 1245 SP 10 0.148 x3 I � .. ..,.. POST TO BEAM <..;`, ,. f HTS2Q H'fS24or HTS30 H1W20,H )1245(SPF) ) ach end-{20 tote Na p I • ;,��. ; 11 � ,� I ,::.: ...:,. , + _.... .1u - , ��,.:.. INTERIOR APPLICATIONS- �� _ -,n f , I-- � � � !� „9� .1.::., ,I: 1 .. 1.... .r �a .I.., •� :- � -.-_- - ,,.,._...;:: ,+ HTSM16 or HTSM20 HTWM16 or HTWM20 t 175 SYP) j8)0.148 x 3 I t t .��,,; „�, I a � ,,:.: . .. � _:,_: ._ .� �: ,,.,,� \ _( _ wood n/a L /� _ I " A „ » LAP BEAM PLIES AND a . x ri. rt F EDGE DISTANCE EXCEEDS 5 USE \ O aS2,Snto CMU s 1 f ,. 6 : - 4 /<. x Lw.Tire E _ ... r, � NAIL AS SHOWN 5 nto coxrete Y x 12 TITEN HD SCREW ANCHOR � YP PF .t z x 2,: � HTT4 HTT4 4235(5 ) 3640(SPF) (18)0 6 5/8 7 embed and t2"embed stem n r �3 i, ,::,.�t {., k " 0.131"x 3 a NAILS PER PLY � Hrrs 5oso(sYP) x375(sPF) 2s)o.ts2 x z,5 �8 r embed and t2 embed stem � _ l Or x 8 TITEN HD SCREW ANCHOR ( w _..._ i2 o.i t"xt,z. 5 " LST LSTA 1 ( ) 3 n/a { r/ THREADED ROD SET 6 INTO ADHESIVE x� ) o B PT POST AS NOTED 1 YP t1i P 7 o.tae x 3 m _ ;',k (: s I ✓ ( ) LSTA18 LSTAtB 235S 0(S � ,. ,. :,.-11' I ch end t4 total n/a a : 77 YP P 6 0.148 x 3"in - _ I , � LT512 LTW t2 5(S )665(SPF) O h end (12 total rale t A TA24 1640 SYP' 7455 SPF 8 0.148 x 3 in C DETAIL TYPII�AL HTT5 INSTALLATION Hs cuP FROM PosT MSTA24 MS ) h ted- ,B total Na � ; x �- 1 I MSTAM24 MSTAM24 1500(SYP or SPF (9)0.148 x 3 tni n1a a I __. ........-.... ,,.. ..-)._ ....._ wood m •, ;_. : TO BEAM , . ,,» ___., _ _ ____ .,., USP PHD5 SIMILAR � P T N TED (5 /a x 2.+ Titenr ra ( ) � T POS AS 0 } .r9nto CMU f�- , (5),a x t/. Tit , ro concrete i » ». SCALE: m, EXTERIOR BEAM ABU POST BASE � Msra3o zo sYP 1820 sPF i1)o.ta8 x 3 I r : ,..3:1 ,I 14' i. •::I , ! y,l; ,,1 , , MSTA30 50( ) i ) ( ach end-(22)tot rale 1 I I 1 1 „ „ _,,, I ., I � r. ,_ ,, ., I AS NOTED) T MSTA36 2050 SYP or SPF 13 0.148 x 3 _ ( ) MS A36 O acn ane 2s rota n a F �, , I — FOUNDATION-EXTERIOR (AS NOTED) » DON T SCALE •,,l a MONOLITHICo k ,i ,� 1 " / MSTAM36 MSTAM36 1870(SYP or SPF) (t3}0.148 x 3_i wood n a k , ._ _b. i _._. .. ___.. ......__....._.. ..._,.._ _........_ u i I , . _ I I " HI f. I,, 1 I,fE lI. 7 " " v, {, I ;; I , .,, t. I , .e _ , a," ,, ys THREADED ROD (e).< x 2, rte � ,, al rh RMo CMU l I } , I •, a ,I / T 1 INTO ADHESIVE _ .. ......... �_�.___.... - _._.._ , ) , •. , 6 THREADED ROD SE 5 0 S -._...._..___. - _ _ : W AT TOP OF POST I o I a � €• EASE DATE. , PLAN VILE 8 ,. x t,. rt rtEl I � {I �WITH NUT SET IN tnto concrete c „,•.::,r! 20 1000 SYP 860 SPF 0.148"x 3"m. _ 12-07-11 ,? I k1•, ,:,.E f � " MTS12 or MTS20 MTW 12 or MTN! ( )860(SPF) 7) h end (14}total rata ADHESIVE STEMWALL FOUNDATION-EXTERIOR I MTSMi6 or MTSM20 tiTWMt6 or HTWM20 860 SYP) {7)0.148 x 3 mt wood n a FiEYISIONS. l a : I '. ;1,..a I S ,!I t ;y ii. : a •r s „» 7 " (7"EMBEDMENT) (a) x 2s rte E_ _..,I .. .. +. ' i. I -. .,. . ' r .-•..- • Sh mto CMU 11 / _...._. . I t , D ET 15 INTO ADHESIVE 6 THREADED ROD S __�.. ,_, _... 4 "" tali"Tit ;, „y 1. I;,t. II ,): I ,: t�, 1• �i ;I • ,, .. ', .,.. I", r ;•s I �., a � / O�, x nto concrete i ) ' iy ' f, r + I.. �.,`I t :_H • ': I,g ,...-. ::� a 3685 SYPorSP 21 O.i62'x2,x ,•» » PA5i ( ( ) (21)0.162 x 3 z 4 e ed INTERIOR APPLICATIONS a ,»: r , SPH4 or SPH6 SPTHd or SPTH6 680 SYP SPF t2 0.148 x 1 h .a .: DISTANCE EXCEEDS 5 USE q 4 n a t , , .= IF EDGE � a SSP RSPTs 350{SYP or SPF) (a o las x 1 is, o studs , E • ...,,.e ' ,. :, , c. .... .. I :)). ' , .,a 1, ,....:, i I '� :.,: . .......4111,..... 3 0.748"x i:h"i _...,..,,,, -..._._...,.,.,.. ,,,, . , a O o double late /6 THREADED ROD SET 8 INTO ADHESIVE a x 3.<„ » l,.. STH014 STA014 4430 SYP dr SPF) 38 0 48 t4 a bed .Ii:,b., •,. ,;, (' Ir�:b ;{I j :d :i.:. t,: :) ; r I ,� >_)�. I ' —"' —_ � DRAWN BY: i I ` .I :r :,: 11 f I I •� res' .n d u 1 f 1 r, SIDE VIEW AT BASE OF POST II f ':���.•��'re..,v,:III hIo.'. I (:,:;.„ #I�:sik L�L{,:;:•„.�II, ,I I 1,. r,�,::fiX ;I1 .: I rs,, -....,,,,I:ls,i, a�'�,+,, .,.,;I.:,,,`.„„I,a,�..�{ 2a1_...AlYn_l ch_oo=_nrna.S.eg.oc,eut othrsaare manufactured by Simpson Stro -s Tie ar USP Structural tural Conn n ct . ... CHECKED__. .. _ ...... BY. Sp ePIner PleSPF F tluc concrete.stem=masonstemwall or bond boa � SHEET:A3.Mono=monoiidDETAIL_TYPL HDU8 INSTALLATION D�TAIL TYPICAL CONNECTIONS AT EXTERIOR P ST refers to threaded anchors with noted diameters and embedment depths SD— SD-7 USP PHD6 SIMILAR SD-7 ; ._al,; J g �k GENERAL NOTES: DESIWSPECIIFICATIONS: 8. All concrete slabs c�n gra0d hall 66 th a thid crie Ific icated on the drawings over It, 1. The scope of these plans is limited to the structural requirements of this project. e s 8 7 'foject has been clesig ned in accordance with the 2007 Florida Building Code, �7, eer J i F*slclentlal,and the Florida Building Code, Existing Building(as applicable),with t" Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil.polyethYlPane(visqu vap:)r barriE .Sabs shall be reinforced with it in these plans. 6x6 W1.4x1.4 WWF laPPJbd 8-at edges and ends in ,onformance with ASTM-A 185, _J and flashing requirements are not addressed 11 A 2009 supplerriorft. orfibermesh reinforcemeirit shall be used with minfir im "fiber length at 1LB/CY 3!' 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C1,l, 16(u.o.n.). C, DESIGN CRI[TERIA: conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. 9 air on structura Slabs on grade shall be fill w ilch she I bE clean sand free of debris and 0 -05 I= Wind Design Method ASCE 7 (Enclosed Structure) other deleterious materiaJI. Structural fi I shal be con.pac d to a density of at least -a Basic Wind Speed: 120 mph e 95%of the Modified PrO(Stor Maximum Dry I lensity kSTM D1557).Fill shall be treated 3. The contractor is responsible for the means and methods of construction. It is th U_ f 104 Building Category: 0 with termite poison beforpa slab is placE d. ji, contractors sole responsibility to determine the procedure,sequence,and temporary Wind Importance Factor: 1.0 bracing as to insure the safety of the building and its component parts du ng I Wind Exposure: B (Opening protection required) to _j, ruction. 10. Footings may bear upon�4indisturbed soil or ipon sti ICtL ral fill. Structural 91 shall be LU const Building Classification: Residential compacted to a density QJf at least 950%of th a Modifl, d F roctor Maximum Dry Density 0 U) Building Type: Type V Construction -0") below the bottom of the footing. z z W 4. The contractor shall verify all conditions and dimensions at the job site priorto (ASTM D 1557)for a dep#h of at least tovo fei�t(2' -Bome Debris: Located in the wind-borne debris region Wind _J C mencing work. om 0 T: 1,J 11. The following minimum%bricrete cover shall be prov Jec for reinforcement: -e po 111PZ, W Unless othenvise noted, project site considerations shall be the r s risibility of the 5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles, oncre cas ai it owner and/or contractor. Examples of such items include, but shall not be limited t1o, openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete ex Tsed to earth c wea ther plates determination of grade elevations,drainage features, and special requirements ca required to attach and accommodate other work. 1 1/2"Concrete not(Ykposed to eai h or veather associated with FEMA flood hazard and/or DEP zones. I lihn- 17 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reini steel in conc ate hall be I p-.,pliced vw*kh th 4 minimum lengths: DESIGN DEAD LOADS: and shall be construed to apply to any similar situation elsewhere in the work except it #4 bars: 21"minimurffi J* where indicated otherwise. Floors: #5 bars: 26"minimurftl -7, r or #6 bars: The design floor dead load of 12 psf assumes a floor system utilizing wood decklIAN 32"minimur", -7, % 7. Refer to the structural drawings for all structural details and sections. The contractor oor wood subfioaring over wood truss,wood 1-joist,or solid sawn lumber framing. The fi hall contact the Engineer for clarification in cases of conflict between S the structural shall tOe covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer 13. Reinforcement in footingfs shall be bent arOL nd corni rs i�r corner bars s t4a &low drawings and any drawings prepared by others prior to commencing work. notified if the floor coverings differ from the noted assumptions hairs,bolster el r.,necessary to sup 9 8. It is the owners and/or contractors responsibility to obtain a soils exploration report. 14. The contractor shall Pro\dfde spacers,c oil A�j Roofs: The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.SuPPOrit'Items which bear on expo., Bid mncrete surfaces shall have It Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the wl ends which are plastic tiRJped or stainless steel. It Concrate or Clay Tile: 15 psf noted assumptions. All requirements for site preparation and soil compaction Refer to Architectural Plans for Roof Covering System specified in the soils report shall be followed unless more stringent requirements are MASONRY: P Z U_ 0 specified in these plans. DESIGN LIVE LOADS: i General: UU, 5 CONCRETE: LU UJ Floors: I. All masonry work shall bfa in accordan,-e wh i"Build ig Code Requirements for t Exterior Balconies: 60 psf Masonry Structures,"AQJl 530-05,and Spec fication for Masonry Structures,"ACI 40 psf LU Exterior Decks: Structural Concrete,"ACI 318-05,and"Specification for Structural Concrete,"ACI 301. 530.1-05 0 21 R All concrete work shall be in accordance with"Building Code Requirements for Stairs: 40 psf(or 300 lb point load) cs Garages: 60 psf(or 2000 lb point load) f 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to X%TM C476 wl h mir imurn 2 day compressive strength Of A AN Other Areas: 40 psf Slabs on grade,footings,and misc.concrete: fc=2500ps! 2000 psi perASTM CIO". Grout sha I be mixed to irovide a slump between 8"to 11". J Structural slabs,walls,beams and columns: fc=3000psi Attics: Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to MTM C270 a,id be Type M r S. Type N mortar may be used for' 10 psf j I Lit I . I in brick veneer. Without Storage: P, A T, With Limited Storage: 20 psf 2 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) With Storage: 30 psf(fixed stair access) 4. The contractor shall be rtsponsible for the c esign ai d Ir istallation of all flashing. J 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) Roofs: Concrete Masonry(CMU): Less than 4:12 pitch: 20 psf 5. Water shall be clean and free of Injurious amounts of oil,acids,alkalis,salts,organic 4:12 pitch or greater 16 psf material or other substances that are deleterious to concrete or steel reinforcement. Concrete masonry units�CMU)shall be ASfm cgo. 15, Hollow Load-Bearing Concrete SCALE i Masonry Units,Type 1, Q;racle N-1,normal weight, ith 3 minimum compressive DEFLECTION CRITERIA: Y4' V-0'40-1`0 strength Of 1900 Psi(f m2'-1 500 psi). 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the t DO NOT SCALE I HIS DRAWING ta structural drawings.All reinforcing details shall conform to"Details and De iling of ow Walls: LEASE DATE: 2. All continuous reinforcingj steel in masonry.,hall be ap-4pliced with the following Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 12-07-11 Brittle Finish(wind load): L/ 40 minimum lengths: 2 IDNS: drawings. REVIS Flexible Finish(wind load):U120 #4 bars: 20"*Inimum Floors: 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"rMinimurn 4 Live Load: L/480 shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30"roilnimum Total Load: U240 Footing or slab edges may be up to 1/2"inside of the sill plate. SCANNED Materials,"ACI 117 Increased floor stiffness may be required by floor covering manufacturer 3. Grout all cells containing,'vertical reinforcement in 5 aximum lifts. DRAWN BY. CMF Roofs: 4. Provide cleanouts per AQ-1 530.1-05 in the bottom ci urs 9 of masonry when the wall Live Load: U240 FSS height exceeds 6-0". U180 SHEET: Total�Load: 5. Beam reinforcement sh41l be continuo Lis a+ss co+l�nts. it Iii"I h t FIs t s 111 g r ' N X11 4 ' .k f S1'M50L 5 a# i II , 1 � '' NORTH INDICATES OnCT10N OF NORTH d i Iti I ik 01I 41 DRAWING NUMBER SECTION SHEET NUMBER WHERE RE ( SECTION IS DRAWNFIFTH STREET DRAWII3 NUMBER DETAIL X r A-7C� SHEET NUMBER WHERE DETAIL IS DRAWN {� 3oA I ELEVATIONS D A-5 B.�'�— ELEVATION LETTER SHEET NUMBER WHERE ELEVATION IS DRAWN 1J, I; � DOOR t� I WINDOW A 1 1 M I 4 t I uooD DECK DECK ° �II ar4F� H _ - WOUSE I AL.t ACOUSTICAL.CEILING TILE EXN. EXHAUST MIN. MINIMUM PROVIDE ADJ. ADJACENT EXT. EXTERIOR N.I.C. 1 A/C AIR CONDITIONING UNIT FSG t=1BERGI.ASB NOM NOT IN CONTRACT I I ! I STUB OUTS - I I ( ELECTRIC.Tv,WATER 1 ' I ALT. ALTERNATE FIN. FINISH RTA. - I NOt t0 SCALEAND fi ALUM. ALiIitWM FIN CLG FINISHED CEILING OL. ON CENTER I I ( t I GAS i DUMPSTER I AWN AWNING WINDOW FIN FLR FINISHED FLOOR OPi or OPENING I ,;�'-____-- - ----- �y j 1d a ' BLK. BLOCK FD. FLOOR DRAM PT }-) _-- , I W B . eortoM F.E.C.FECFIRE EXtINGWSWER CABINET Pvc. O1.YVINYL C .ORIDE - I BLDG. BUILDING Fi FIRE EXTINGUISHER BRACKET P.T. `PRESSURE TREATED g BAH. BUILTAP F.V. FIELD VERIFY aT. fliUARRI'TELECoOVIDIED N' CAB. CABINET GALV. GALVANIZED REQ. RENT FORCED ® I i '� ROOF L I � �� PAHO CPT. CARPET GL BK GLASS BLOCK WINDOW READ. I — — — AB — -- — _ : �► t I �JIRED I iI a i. C.I. CAST IRON GWB GYPSUM WALL BOARDR !RISER_ I s I FM FL AT t61 443 S.F. I ,I CL. CENTERLINE HDW. HARDWARDE _ C.T. CERAMIC TILE HGT. HEIGHT SRAGl.t fbMANCa WINDfiU! I I LAWN _ DRIVEWAY . fl CAU. COLD WATER HORZ. HORIZONTAL SHT. $ IUJOOD DECK' - I SIMILAR I� CONC. CONCRETE N.B. HOSE BIBS SIM. I . CM1i CONCRETE MASONRY UNIT HAIR FIOt WATER SL. kOPE I –––––––––- I I 1 CONT. CONTINUOUS I.D. INSIDE DIAMETER SPEC. 4PECIFICATIONS ' > GJ. CONTROL.JOINT INSUL. IN5U1.atIdN STL. STEEL _ I � � q L x CFM. CLIC FEET PER MINUTE JAN. JANITOR SYP %OtlrH@Rrit' LLOGt PINE � I DEI. DOUBLE 4M WINDOW JT. JOINT T}K 'rHrctc I _ w �` —— J DIOR DISPENSER LAM. LAMINATE(D) TTGoe AND GROOVE I DN. DOWN LAV. LAVATORY TAAU. fiOP OF WALL D.P. DESlra�l PRESSURES MA. MASONRY OPENING TVP. TYPICAL FUTURE POOL BY OTtlb 1_ p I Dm DRAWING MATL. MATERIAL VERT. VERTICAL fl Ir`' EA F.AGN MAX M,NCIhLM V.G.T. '/INYL COMPOSITION TILE I ' ELEC. ELECTRIC MECH. MECHANICAL W.I.C. WALK_N CLOSET ' I " h . T ' E1UL. ELECTRIC WATER COOLER MTL. METAL UAaCaU$ WATER RESISTANT GYPSI,IM WALLBOARD i, E1U1N. ELECTRIC WATER NEATER MP. METAL PANEL WWM. WELDED WIRE h1E8N I ---- EL. ELEVATION �. ��cLosEr { FI j,, i r all T F.AN 1� F f� It h 3R I L TI i 9 . *d!u I Y _ dill �i 55P ,i 3f54 k� , f 4 { � I s � { e SILT FENCE w/FILTER CLOTH (MIRAFI,POLYFILTER OR APPROVED sl EAUAL)ON WOOD STAKES MAX 6'-0"O.G. FLOW GRADE �F s BACKFILL FENCE AFTER PLACING FENCE j INDEX OF IDRAWINC ' t-1 TITLE SHEET,SITE FLAN, DATAMPERVIOS SURFACE CALCULATIONS: r. ,+ S A-Z SECOND FLOORf FILE C A Lot -3 1Aw SR THIRD FLOOR PLAN A-4 ELEVATIONS, S�` KI� `1�1� 3ID f�''t' 8�4R 'f NotlsE t,9B SF. A-'; ELEVATIONS Root PLAN H , SCALE.- 3f4"=1'-0" t�,rt�� s� DRIVE AND UI{dILK 66'1 SF. A-6 WALL SECTIONS I INCS COD S�,�I II it i� �->E� 3n sF. A-1 WALL SECTIONS REVIEWED FOR CODE CO CITY OF kit I r I.PLACE FENCE AT ENTIRE F TER of SITE AS SHouN SlfithlER KiTGEN 110 SF. A-8 WALL SECTIONS MFLUNCE fl 2.FENCE MAY BE E-i ELECTRICAL PLAN, SEE PErRMITS FOR ADDITIONAL �''`� EAUIPh1ENT PADS 2l SF. E_2 ELECTRICAL PLAN, LEGEND AT WORK AREAS DURING WORK � � (C��� C OD S PERIOD. i ,BUT SHALL ft D AT T14E END OF WOW, TOTAL MPERVIOUS SURFACE IAEA 3,040 SF. {I QUIRENTS AND CONDITIONS. THE SCOTT RESIDENCE ATI k N T I c- B E A H f LORIDA ABY. IM°E ►OUS RV4OSS N —�� k � FLORIDA RESIDENTIAL GODS 2001 EDITION W/ 2009 SUPP. (AVAILABLE FOR fUTL�'aE DEVELOPMENT 110 SFJ DATE; rl� I ti I at {i RF i t 1 I di i r I' 1i f ' [ ISL 1 FIs � F +' s F it dt 1 t .t II a W-r 8'-r 41�x 7-w 8 4" 8'- " V-2"� i 1 I Aamxcq s 3"D.N. } 3"VA I13446 DA 3046 P14. 's g a # I I --- — I � I t # i I —_-- —1_---.—.-- 54 � I h I 1 I I = its LAWKYL s I I I 1 I I I I I t 1 i i � � t i 3y"DROP 5Lon Va N I1/2x Id I t W o s PATIO FORv Now I _ I fumm ELEVA { CILATOt I 3m" i w i LOM 'N DOOR I WATER SOFV: NICD FOR IN STEEL XZqUlE, DOUBLE 2x uIALL :r SEE S VANNIFFY AND LOCATIMOMN TW 001EIRQ _ I J LLMC,HEKaHT G 1 a " 4'-2" PROVIDE ROWN STUBS a C OUTS FOR ELECTRIC,Tv, GALLERY � STEEL. FRAME,WATER AND GAS SEE S ® F &m tovdxSS 3620 FIXED 3620 FIkED a WATER HEATER 10 FIXtD 362 1` 3620 FIXED fid I M 5'-3'Y." 5'-3'Y." '-33'•" 5'-3" 4'-0" F n A/C N W a "1-m" D) DR I' i SE ,I 'l G 1 5 FbbOR FLAN Ix 1_ SCALE V4 = x m I AIR CCNDITICNW Ali EA = 1,049 SA �t I REVISIONS 1 -------------------------- —r-- -- -- — -�— — -------- i I I I I 1 I I i I I 1 I 1 1 i I I I I I I i 1 I I I 1 I f 1 I I I I I I t I I I I I I I I 1 I I I I I t I — ---------L___j --------------------------r--I---_-- -- 1 p V ROCF FL.AN z SCALE:;' A HNA F1 rTl O - _ HWw V I 1 1 A-"1 A-6 W - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - 00 I H U D!1 3®58 D.N. 164®DA. = 11 j ° I I ~ z iVENTED GAS i EMOO FIREPLAG ?`-l" T i I H I a 1 I ATS# 0`3 r ART NICHE,SILL12"AFF, 1 HEAD 6'-6"AFF„INSIDE I IV PLYWOOD LADDER 2QI � s I - Z I t a-s I � VECK " U. — t i �e► 3'-2Ji" ;� r 5'-'Vi" ?, 61-4" x 6'- n I b g An I sHauER O I , - ► � � o10, I M BAN r z BEDROM I STUDIO ICE 1k a SHOWER I — M 3'-1" ?'-8" 5'-I!" 3'-2JF" W 3631 FIXED 36S FIXED 3631 FIXED PR 3044 D.N. I �1 - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — - — � 4'-'VP' DATE OF ISSUE 1?-11-11 DRAWN BY: HGP v ,�4✓�./I V J..O FLAN SHEET NO. SCOTT AIR CS?�NDITIONED ALREA i 1x650 F. A-2 Ion REVISIONS i I I I i w 1 1 BORATE'CREATED 2x8 EXPOSED JOIST TAIL AT LOCATIONS SWOUR S�2 TKs 1x6 DECKNG i "NIGH RAND"ASPHALT SHWsLES ON 30P 1*L.T ON NOM.STRUCTURAL SHEATHING DECKING MAILED w/Sd RNG SWANK NAILS •b"OL.AT PANEL EOGES AND INTERMEDIATE AND 4"OL AT COMPONEW AND I CLADDING EDGE STRIP•3 ., THIRD FLOOR METAL DRIP ON P.T.IX2 ON FIN.IX4 ON P.f.2x3 � — -- - - - -- - CONT. CONT.GUTTER,TYP. ' —— — — —— — — —— — — _ — WINDOW/DOOR HEAD CONT.1'E CAL GUTTER �► FROM FN.2x8 3®44PR 32'14111 4044 3- 3044 1W x Tke" CORNER BOARD,TYR 2'-0" SECormFLooR XPO ED F EYED DETAIL/ CUTTER � $KALE: 1"=1'- Q - '1 t`PICAL AT LL LOCATI H G4 - -- - - -- - - -- - - - - -- MHEAD _ _ DOW DOOR Wa 14"x 14 FINISHED POST,TYP. Ll � x 8"EXPOSURE CEMEW FIBER SIDING PR 2646 ON RXISE21RAP ON V9'NOM. t A-b A-� (T 1 Q' <(STRUCTURAL SNEATNMG ON 2x6 `Q A-1 w w PR 3-3256 STUDS •I6"OL.w/R-31 BATT " : " �� WILATION,1':"GLUB INTERIOR 2T 4 14 3 14 5 U — Itmot FLOOR mo F. F1 Z 5OUTH ELEVATION SCALE: 1/4"=1'-0" i 1 0 I i i——---—————————— i i i i i i i i i i i ii i i i i��i i-i i i i .. _ L - - a oil ' - 'ENCsFI WWID' T SH ON W FELT CN Wt NAI SHEA DECKMG NAILED w/8c! RING •b" AT PANEL EDGES AND INTER ICUTE 4"O T AND I ;p CLADDIKS EDC STRIP s I - ' R 4 sE _ a . v BWR CV 1 CID PR 3454 ATTIC eel ATTIC IN '3'/, . 3-8" l'11-3" NUS _ BOROOM THIRD FLOOR I T1QllSSEB -- - - -- - ---- - - -- - - - - - -- -- I — lo CONT.GUTTER,TYP. WNDOW/DOOR HEAD o 8"EXPOSURE CEMEW FIBER SONG HOUSE~ON N STRUCTURAL SHEA1#MCs ON 2xg, ,'�1 A I 1 I O STUDS# 16 O.C.w/R-21 BATT I ��t� ( I Q INSULATION, W GWB NTERIOR I .i ATH i I p' u 1 I I N FR 30444048 3074r771 3214 4248 Thi'x T'�"CORNER BOARD,TYP. 1'-2" ip Ta 44 u I I SECOND FLOOR ------ —— — — —— — — —-- — — — — / --------_ — ------------ -------- ------- ------ -------------- ——————- WINDOW DOOR D.H. Q TVs"x 14'FNISHED POST,TYP. 21'-4" 14'L.3" 18.gN DATE OF ISSUE 11-11-11 DRAWN BY: HIRD FLOOR PLAN wap Y FLOOR ——-- — SCALE: 1/4"=i'-0" AIR CONDITIONED AREA = "0 OF. SHEET NO, SCOTT NORTH ELEVATION A-3 SCALE: 1/4"44" Io1T I I REVISIONS 35' HE44T LIMIT 5020 FIXED THIRD FLOOR WINDOW/DOOR FAD � w 2640 D r 3058 D.N. 3056 D.N. Ellm SECOND FLOOR--a' _ W A - --— — __— __ —_ — _ _-- ---EH o _ Aw0-4e EE H Ww 3046 D.N. D!•I. 3000 0,14. 3046 0.14. 3046 DJ-1 W ►� PQ -- - - -- — - - - — - - — --- - - — - - — — - -- - - - - -- - - - - - --- - -- - - FIRSTFLOOR �i H a !�EF �E ION � 35' I•IErsWT LIMIT ---------------IO--------------moi. .... - ------�����.��r�������r�����.�1�������N� �!NINit!� alN�NiN► �,IIY!-.l1�u�:lr------------------ r WINDOW IAD - - - — — — — —— ———— — — — — _ `;4&t'Itl>ND"A9P14ALT$00.0 ON 300 FELT ON NOM.STRUC11RAL SHEATNNG DECKNG NAILED w/Sd RING SHANK NAILS*6"Or,AT PANEL EDGES AND INTERMEDIATE AND 4"0.0 AT COMPONENT AND CLADDING EDGE STRIP 3 � / x'IV2"CORNE*WARD,TYP. 5050 D H i THIRD FLOOR CONT.GUTTER,TYP. WINDOW HEAD •_ —— — V EXP06CEMENT FIBER SIDMC— � _.� GN NOUSMWAP ON V"NOM. _ STRI.Cr R&814EAT14NG ON 2x6 STNS•16"O.C.w/R-21 BATT O 3632 3632 FIXED 3632 FIXED NSULATION,�"GWB INTERIOR Q d M ¢� M FR. D 1ti"x 1lt"CORER BOARD,TYP. — — — — —— — — —— ——— x V � L WW� — —_ — _ —— SECOND FLOOR Z 04 - - 3620 FIXED L3620IXED 3620 FIXED 362 FFIXED 362 FIXED 1tt"x 14'FINISHED POST TYP. pU 6 s 1 DATE OF ISSUE 12-12-11 DRAWN BY: NGP FIRST FLOOR - - -- - - --- - ----- SHEET NO. SCOTT s� � TION A-4 SCALE: 1/4Ns 1-014 ® 11011 {: I p idl ,. P: .., 3 �HfIA1 I C I 1=1,. e $ . REVISIONS I i I "HIGH WIND"ASPHALT SHMGLU ON 3&FELT ON ►j" NON.STRUCTURAL SHEATI-*4IDECKNG NAILED w!&I RING SHANK NAILS f 6" OAC.AT PANEL EDGES AND NTEIE'1EDIATE AND 4" O.C.AT?iCOMPONENT AND CLADDNG EDGE STRIP"3 ,I 12 12 S 1/2 . $,/2 ' MASTER 5EDRW �o OOM U GUTTER t RAFTER TAIL,TYP 13 SEALED ATTtC 3W T40 ADYANTE)(PLYWOOD DECK&UM SEALED ATTIC IC � AND NAILED TO FLOOR TR aW W;O-C, A :TYP. F-r 61 WIM 6M Wit Ix cift ism 2M Amo www U W INSULATION REQUIREMENTS: V (TYPICAL ALL RDD,wAi-LS AND RQOFB) ® 2x4 WOOD FRAMED WALL R-13 BATT NSULAAlgN M-1 Z2x6 FRAMED WALLS Ri BATT N&" 0i Z ALL ROOFS,NCLUDNG PORCHES R-30 BATT NWILAMON a WALLS AT DOOMS WITH WATER CLOSET R-13 BATT NSULA111ON a� (AS AGONAL NATION) H GEILNGB AT ROOMS OCCUPIED R-13 BATT NSULAT40N ROOM ABOVE (AS"'A *TICAL pIPULATION) 0 O1ICE $EDRcxM = a_ 09DROOM 8"EXPOSURE CEMENT FIBER SIOM6r TYPICAL INTERIOR PARTITION V ON NOUSEWRAP ON V2"NOM. V2"GWB EACH SIDE SPF 2x4 ,- 8" FIBER SIDNG STRUCTURAL SHEATHNG ON 2x8 STUDS a 16"O.G. E1li !/„NOM STUDS 16"OC.w/R-21 BATTSTRUCTURAL THING ON 1x6 V j INSULATION, Vz"GWB INTERIOR s4"TtG ADVANTEX PLYWOOD DECK Gi STUDS• I6" R-11 BATT ' AND NAILED TO 18"FLOOR TRUSSES a 16" IN86�TION,�i INTERIOR OZ,TYP. UP TURNED HEADER 3-2X8 fit'GWS BEARNG 3820 FIXED WINDOW .-.� WOOD SPECIES: SILL PLATES ON CONG.OR MASONRY -BORATE TREATED Si OTTER PLATES -SYP HEADERS - SYP. 2x6 STUDS k"GIS STUDS - SPRUCE PINE FIR MISC. - SPRUGIE Me FIR Z ALL FASTENS CONTACTNG k"Gm AM TREATED LUMBER SHALL BE O GALLEEtY STAINLESSOR NOT DIPPED TWO CAR GARAGE a� U M w e En M � x U EL. = 66 EL. ;c3.0" GRADE GRADE DATE OF ISSUE FOOTING SEE STRUCTURAL, \� 12-12-11 lYP FOOTING,SEE STRUCTURAL,IYP. DRAWN BY: SHEET�xo. ALL SECTIONA-5 limn , REVISIONS '111C*l 0IND'ASPWXT SHINGLES ON 3V FELT ON 1/2' NOM.*TRUCTURAL SHEAVING DECKING NAILED w/Sd RSG 0"NAILS 0 b'OZ.AT PANEL EDGES AND INTEMIPATE AND 4'O.0 AT q=CMI AND �. 70* 'j ®'TYP. 6EA1 ATTIC / / \ ATT1 / \ OENOU WRAP ON I FIBER SIDINGsIDtN / N NOK / / STRUCTURAL SNEATNNG ON 2x6 STUDS* 160 wl R-21 BATT INSULATION,11"GM INTERIOR 12 12 u MASS' 5ATH 5TA I RM l W.I. � Q AND NAILS TO I8"PL EEK CsLD E ai O.G„TYP. A rTl O TOP OF TQIP PLATE a LOWERED FLOOR AT WALK-N SHOVER . / 3�,'TKs ANTER PL DE GLUED AND ED TO OOR JO 0 16' / I Typ. x / H U / PR NNE�E W"9-1MIT STA GUAIQD / RAV,WA%C*AILA AND RAILS AT L*VW. A So FRG 101AI*0 P3122 RALINGA T1G1 TO BE BY 00*R '- U � � a 5TAlfRAMIL RO H r. 0 V-2#" 34' TKs AD*ANTEX PL l' DECK Ci / AND NAILft TO 18'FLOQR % 10° = / PROY119E CAVE Ca-FLIANT STAIR W41110 / RAILS, I1.6 AND RAILS AT LANDINGS. SEE PI .)AND 8312.2 5'-IIM' RAIL ' GTIONS TO BE BY 00" W - 0 U 9 V EXPOSURE CEMENT FIBER SIDING N ON HOUSEWRAP QJN 4 N NOM. STRUCTURAL St"714 G ON 2x6 16 r U STUDS o 'OJC.WR-21 BATT CUSTOM U NBUl.ATION,112'GI1 INTERIOR �� YD" Zb DOM- 1 nuo t LL :,Y 9 O A W1 LAUNDR), W3:6-- HALL ALT a � FANTR gni � aa �- S'-5" a oor Q4UDE UE ` 12-12 -11 \ /`\\. DRAWN BY: `�� TNICKEt�ED SLAB,SEE STRUCTURAL, -/, \ '' TYP. \, HC4P \`• FOOTINGS SEE 9 TYP. FOOTING,°. STRUCTURAL,M'. --j / / / � y \ \ 1\ SIMEF O. SCOTTo WALL 5EC I DN A-6 A-6 SCALE: I/2 =r-�" ® I10n REVISIONS "H*W WIND"ASI'MLT SHINGLES ON 3m'FELTr ON y, NOK STRUCTURAL SHEAT14NO DEGCNG NA11L1£D W/8d RING SHANK NAILS at 6"O.C.AT PANEL EDC*S AND MTERMEDIATE AND 4"OL AT COMPONENT 4WD CLADDNG EDGE STRIP 3 (p 12 8 1/2 ATTIC u z AV T 4G ADVANTEX PLYWOOD PEM CSD 1 AFTER TAIL,TYP. A AND NAILED TO IS"FLOOR TRIS * *" H OL.,TTP. GUTTER t R � Wo 50NU5 ROOM TRU55E5 it Www 4 U E" V..4 EE-4 ENOa H BEDROOI"/ LlVi1� ROOM STUDIO 34"TtG ADVA 4TEXPLYWO0t9 PEC$�� � AND NAILED TO 18"FLOM T OL,TYP. 60,46 416 _ sr 1W NFE O D FAMILY ROOM KI TCN N M � 8"EXPOSURE CEMENT FIBER SIDING ' x ON NOIJSEWRAP ON 112"NOM. V STRUCTURAL SWATHING ON 1x6 Q, U STUDS 4 16O;G.w/R-118AttZ � W �W INSULATION,ki"GO INTERIOR M Ay In xu � W A: 4 GRADE XYI/ II .� f / DATE OF ISSUE ! 11-11-11 FOOTING,SEE STRUCTURAL,TYP DRAWN BY: FOOTING,SEE 87R!iC?URAL,T1'P. HGP SHEET No. SCOT a-� SCALE: 1/1""1'-m" A-7 ® mm� {.� pi 1�.'. .i �"�.+Si '�c.'1 -.. ."YuY.� 33i3}h�5. o+A x..r, .. ..` . f i`•' ' :+m x' i 'bd-' _._..._ __... I , S, 1� 3 REVIS , "NW WIND"ASPHALT SHINGLE$,`ON 3p FELT ON V= NAI ED W/8d INTEIRMEDIATE AND 4"OIL AT CLADDING EDGE STRIP IN 3 i , F n9 {tr t —14W WIND"ASPHALT SHINGLES ON 3P FELT ON V2" NOM.STRUCTURAL SHEATHING DECKING NAILED W!Sd RING SHANK NAILS +6"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"OL AT COMPONENT AND k . l CLADDING EDGE STRIP 0 3 ,�3 I f 3 } E j1 113 12 V/2 ?ri MASTSR 8 DR OM �I 14"TKs ADYANTEX PLYWOOD DECK WW AND NAILED TO 18"FLOOR TRUSSES is 16" L I. O.C.TYP.IN AL C r A F E , I T co4 E i� I . m E �I C�►OM r � I`AML1' R I a V DECK SURFACE AS SELECTED BY SURFACE AS SELECTED BY 01WR ON vULCU1M DECK COATIrIG 34"T4G ADYNJTEX PLYWOOD DECK CaL1'LED ON CUM DECK CRATING ON 3/4"TTG I*-CNN's ON SLOPED AND NAILED TO 18"FLOOR TRUSSES* 16" 1 "' ON SLOPED FRAMING OrC,TYP. ING 2x$CEILING JOISTS EA.FL 8 CEILING ISTS Is EA.FLOOR P.T.22 JOISTI6"OL,SLOPED, „ ;k' SITE StiRIJCTURAL T.2X12 JOI p 16 OC, SLOPED, 14”GAB AT GARAGE STEEL MOMENT FRAME,SEE STRUCTURAL [: --8"EXPOSURE CEMENT FIaER SI DING 4 ON HOUSEWRAP ON '/2"NOM. STRUCTURAL "ATHING ON 2x6 i STUDS• 16"OL.w/R-21 BATT 1' IN&LATION,V3"GAB INTERIOR F. L L 8'E CEMENT FiDER BopJG ONON 41 NOM. KITC& BRED PATIO � S &6Ana�ON 2x6 � N 81UD 16'O:G w/R-2119"ATT 70 V MBU GwB INTERIIOR GARAGE � N x a � M a w z � I. O U W x a ,I ' GRADE� �/ \.� DATE OI / / / • l' FOOT am ST1iUCTURAL,TYP U\ /.. .. /, .. /.�// / /�/j\; ISSUE 12.12-11 A. DRAWN DRAWN I HGP a: SHEET N 2 WALL .' ECT(CN 1 UALL 5ECTf scoTTl A-8 SCALE: 1/2"=1'-m" — ® Ion REVISIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - MY 49 qB �03 I I _ I I 1 ' \ I DECK FAMILY = j IRE ROOM I I I s dv I { DECK ► a I { ® I I i STV u)p T1/ IX I I _ I BEDROOM/ - 1STUDIO I . I I - OFFICEw ° II a i49 ► HWw i I � I E-� x U I 4 I I ^ W U � H ►-I Z a ELECTRICAL, 5EC ND 9-VOR FLAN � I� rSCALE: 1/4"■I'-m" OUTDOOR r __ OALW. .. r� I _ i m � r I � MAM I --- PANEL2 CAR { I � � f I — J JUNCTION Be x "c7 I O FOR FUtURE49 I I Iii I I U DINII+ 1 I a u NICHE tY IN 44 II 44 2x4 WALL O ION WITW OOt+IER CLO: I I I PROVIDE ROUGH STUB I DATE OF OUTS FOR ELECTRIC,N, ISSUE WATER AND GAS Tv —® DRAWN BY: EQUIP. A/C UN A/C UNIT SHEET NO. WOTT r"NELECTRIGAL FIR5-- FLOPR PLAN El SCALE: U4"•1'-0" ® 11011 REVISIONS ELECTRICAL LEGEND SUtCH,SINGLE POLE L*W FIXTURE,CEIL ,CAN TYPE $� SWITCH,THREE-WAY LWT FIXTURE,CELL M �4 SWITCH,FOUR-WAY LWT FIXTURE,WALL MLIVED SWITCH,RI-EOSTAT ---a LIGHT FIXTURE,UNDER CA BINET MOUNTED C IIVV DUPLEX OUTLET LIGHT FIXTURE,2.48"1 QJ I FLUORESCENT 44 IlVV DUPLEX OUTLET w/MOUNTING HEIGHT LWT FIXTURE,RECES EC STEP 41J Il®1/DUPLEX OUTLET,WATERPROOF P PANELBIDARD,12"t0' IAV DUPLEX OUTLET,FLOOR MOUNTED DISCONNECT,12" TO T QpG (I0V DUPLEX OUTLET,CEILING MOUNTED 140V DUPLEX OUTLET,HALF SWITCHED T�ti� 110V DUPLEX OUTLET ON DEDICATED CIRCUIT ' ` CEIL w/LIGHT KIT U 220Y OUTLET 140Y DUPLEX OUTLET,AMC FAULT � WV DUPLEX OUTLET,ARC FAULT,HALF euTCHED A L] ~' fl0V DUPLEX OUTLET,GFI i � GEIL w/o LK,HT S OJ JUNCTION BOX ,� W O ® CEILING SPEAKER,BY SYSTEMS CONTRACTOR W w DOOR C 4M SUTTON M ECTRICAL TOR PROVIDE �MPL.ETE !C RIDE DETECTOR SYSTEM x Fel A`8 REQUIRED= DOOR CHIME V Sh104CE 1 CARBON MONOXIDE DETECTOR �L ELECTRICAL IUgRING L N ^ w F.CORpANCE MATH 2008 NA PAtvc"NATiON PHONE TV OUTLET kiiECTRIC CODE.PROVIDEA MAUILT GIOMIT INTERRUPTERS IN9 PHo�E P%R ARTICLE 2 10-12. &..4 V ZV TY CABLE M'CTRICAL CONTRACTOR MOW H Z PRIOR O�BEGINNIBOXES iG TSI# INS TION OF -< A1111Y uaRING. e r .a . m a _ --------- 1 - - - - - - - - - - - - � � 1 Ll 49 1 I I I i I I 1 I i ❑ I � s i 1 ATTIC U \ 1 i 1 W.C. \ C' o an IM ATLI 1 W I I I Q 1 I i TlIS 1 1 I 1 I I I 1 I I I 1 ( DATE OF 1 I I ISSUE I 1 -- — -------— i I 12-1?-11 —————————————————————— ----------- --- --_----- ———— ---------1-------� DRAWN BY: EIGP SHEET NO. SCOTT ELECTRIC L THIRP FLOOR PLAN E-2 SCALE: 114"=1'-011 i 110T1