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1710 Maritime Oak Dr structural dwgs 1� I . I . �I I I - i I I I ! ­ � .. li � �! � i � l��, - I ,I I i � ii ii . I I , I: I i t i I � 1 4 .... . . I i i I I � � I� . I. I i 1: . I ,I ff � . ! 1! :I I I � �t I I ��11 I I I I � � !! I I I I ,, I I 11 � i i � I I I'll, , i i ; : I I I I � � I j � 1 1 �� i ; I l� 11 ; � i I it I I I 1 I . I'll I � � � � I'll ! � ! i, 001- KNIEWWWWR : i �� I I, — : I � �� . I i i, '. I —I � I I I t I . :: I � 1 1i; . � 114 I i I � ,,j ; I I � TYPICAL HEADER N6UKa I ; i I I 11, � i f i TYPICAL DOURLIF TQP i I USP C � I : : I 1 .,i: 0.13IX3" TOE NAILS WNDOW SILL SCHEDULE . � I DESIGN SPECIFICATIONS I !! ! I " I PLATE SPI IrF � I � i i .. I I TYPICAL TOP PLATE NAILING8 I i 2X6, 2x8 = (5) NAILS ROUGH DROPPED HEAD MINIMUM END . mj� I i� TYPICAL STUD N&URQ- V-0m MIN. SPLICE LENGTH - i UPLIFT ' . t I 2x10, 2x12 = (7) NAILS OPENING OR SILL PLATES FASTENER EACH END COMPONENTS & I ! ill, I j 1, - FASTEN ALL TOP PLATES wl (16) 0.1310" NAILS - .. I I t . i I i x3" END NAILS: DESIGN CODE: CONNECTOR so, I ... 1 0.131 9- LVL, 11- LVL = (7) NAILS Ic 4'-e (1)2 2014 FLORIDA BUILDING CODE - RESIDENTIAL UL11MATE DESIGN . I PR (PSF) SYP I " � I TOGETHER w/ (3) ROWS EVENLY SPACED ' rr.. 1, 1, ... I I I :11�I I I < 6' 4" 2 (5)12d TOE NAJLS I �I vri � i#$-,J�SF): 1 CAR � I� I!I�� "���I '1111, I it��-i . I I I :11 "i 1,� . I . ;.� (2) 0 2x4, 1 14" LVL, 16" LVL = (9) NAILS I I OF .1 31 x3iO 12" O.C. STAGGARD. - )2x4 SPF #2 11 � ��. , I 11, "" '.. .,,i, ,, .,, I ,. , .6.&A.44-A.d46A� � ; ,� . D ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR ,it 1, .. 1.1,��*_ , �! , +16.3 ; ,,� I.. I i ,�i I �. � , '', .,.,, !,��' ,, ��:',, �1 (3) 0 2x6, 48,- 3 2x4i SYP #2 (1)A34 + (4)12d TOE NAILS I I 11 L�(9)1�'04X!.. DESIGN IS VOI TRIBUTARY It""I , ,,�-,,­;'10 GARAGE 450 40U 1, X!.: �i � 0, I ;: , . : !�,. � , 1 . _ % - . " , - , ''1, . � 'A . _,�: . I UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. A , ; ��I", " � ,, � -1 11� . , � , , - � -,, ;V �. �. """k�j "": I , � , "I - � 'L I . 7 ,i ," -4 ­_,­I ,0, , i, -2 �'t-'!* ,, - �::: ': ,,,�i. , :1 . AREA (sf) ZONE (PSF) � a:-- �64i DOOR .1; `4i q," I V I I �:�­ , f (4) 0 2X8. 1 1 SYP#2 < 12'-O- (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS' , .-L7 C50i LF 4, iir! T !: I �,F L,� -17.9 � , , r, �Oi-4�1%'1�14i��:�;�c-��4; e , �,:, , ��, "tol�l,iiii'l.��r,�,,�1.1�;,��,�r 2 , .4 , �j t.,,ia:,, ii A (8'x7*) USP RT7 585 495 ]' '. .. . iii 11 ,.o I . -:i I I. , I ' i" '' "It I i 'i, SYP#2 DBL. HEADER, " , 11 � ­i; f"it, "I 11 I, DESIGN LOADS: ACTUAL AND UNIFORM +18.2 -19.8 t! 0.-r ­ I 11 � ? .1 I ii, ill ­0,�`­,?�� " 1. � 4'-O" MIN. I . . - ; ,;�,i., 1" t-t, "'; 1; , I . 0 L ___ it i 1 71 E 1��' �j .1�� �. ;, "�i . I. � 10 �1. 775 650 " ' � ��)i odxi 1/�*-g4 , '" , WALL FRXMI G' � "' S:��1!.::, 6"MAX. I � k' TYPICAL I I = FLOOR �I . 2 CAR LISP RTSA i �- - - � . I�'11;,� 15' . 1 �� 11 I. , ROOF SHEATHING, I - - 1 r I i � , " !L . , ! � ROOF ; N-1 � . I � .. I *.- I "t 14 ' I �, . I . . . : -A 8 ,� ';­', � . SEE SPECIFICATIONS +15.5 ;, �(7)1 Odxl 1/2"� EA t t�K,D !i�� , !,� � i 1. USE SPF#2 OR BETTER11FOR m F - - L_ _�L' Lou Ponti o and +16.3 -17.9 �' +16.3 - .6 GARAGE USP MTW12 1195 860 "I . ,. , , 1 ,11 I ,� I j �1�1 . I i i - I I — I ROOF LOADING (cd=1.25) (cd=1.00) 50 � . 'i , ; . _5'!� i�!:L ' � Nil � �j �, I t, I I I i 0 1 A I I I I I I , 1� ,� . !1 it - . . �� I DOOR !. L I I.: ALL-WALL.'STU69.' i�� ­e�' I . . Associ ates, Inc. , ,'' I I 1 20 psf 40 psf -17.0 USP HTW20 1450 1245 i',,, (12)10 TE-A.;IEND; i!; � i� I I . I ­_ - � . I i lz�' i.." 11 � . I I I I I . ,1 . I i��, ,:� it A I I � i SEE 5 SO.0 - -1 - TOP CHORD LIVE LOAD I �� I I! i� I . � i ; : , _4 10 psf 100 +15.5 -17.0 L +15.5 -1 9.0 (I 6'x7') 1 7 . I ; ,; i .: ! ; 2x-BLOCKING ONLY � L :' I , I 1,� �;A . i � . I �':f � I I . LOAD 7 psf (ARCH SHINGLES) I I . I, - 1640 1455 1 . (9)1 Od 1EA., IND!!: . k" .� ��i :1� '2. USE, SYP#2,FOR.�ALL� T(15P ; � ::-I RAISED I [-:- 10 psf ;.t � I � �i -1 :! ,: . -_[ REQUIRED IF SHEARWALL_\ HEADER I ARCHED TRANSOM OPTION* �, ,� ' ' ' 1 �:','t. I tjij� : PLATE .� ,. : I, : I� 1. : I :!�, . - : 1 ::3 1 i j[�i� � : I I M FASTENED w/ 3-0.131%3" 1105 1 ' ; � � 11 I "I �.! . I it , A . . , I 1 5 psf 1105 1/2t"O ROD ,TO FTG. I if �, :, 3. USE SYP#2 FOR,;ALL 1 t N __T I ­_ I TO 20 psf (TILE SHINGLES) 0 LLOWABLE WIND PRESSURE VALUES (ASD). THE � I �(1:3)1 Od EA 'END i �1,�.,: 1: I ­­ S AND SOLE,PILATES � i �$ 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue BOTTOM CHORD LIVE LOAD 10 psf 0 psf 2065 2065 ! �, �!' _ I i . ji. : I I ! '' I , // - :::I -. 5 psf WI ES HAVE BEEN .REDUCE.�BY 0.60 AS PERMITTED BY I ; , � � I I i I I I , Y. NO FURTHER REDUCTION �' I � � ! i 1;,, I T I � "�� I 11 ————I L-11 1, Jax. Beach, Florida 32250 1 1 - - EA. END TYPICAL. -0908 Fax.241-9557 THE ALLOWABLE STRESS DESIGN METHODOLOG I I I I , I Ph.242 . - I . 1. � i I I . � � � I-- , : : .� ;L. I, 1,� : I I i I I . : DEFLEC71ON CRITERIA: I I I - I I .1 �A S I HEADER SHALL BE PERMITTED � . USP J 1305 .--- � ;� I Od� TO I 'ii, -'11 ­ QER I �1�� I ... I Em ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 I I US28 ;�;j,� -1 , I I'll !, C I I I SHEATHING MAY EXTEND 2" , I �_111 iri-IN11% � FL:CA# 8344 SC:CA#3579 S I � I �: ,1� �, - i�� I -r 11-� " I FLOOR FRAMING: LIVE 9 COMPONENT & CLADDING WA ,LL BE DESIGNED FOR BOTH USP HTT1 6 4290 4296 1 11 I I 9- I _________ ---:: $ PAST BLOCKING- WINDOW ' I I Is I I ARCHED SYP#2 HEADER, 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PZ�i �' � TABLE ABOVE. USP HTT22 5370 r-____ I I I TRANSOM I ANCHOR INTO 2x MATERIAL. . I " L-- - ----J I i ! I 1,i I lv.��, h! OPTION I , 2535 ;11111 .I i 191 1V!I I,,I 1, i "11, 1 i �, `60.01 I ____ i: ;;; ,�� "I'll 11, L c�liy �, � WIND LOADING: 0 LINEAR INTERPOLATION IS PE 11 1_ �'r r � V'r I � � r �I '' � 1 .4 " ,I F,�1!�; ,�1!i ��,I , t�, I '" i ��_il f� I ,�,!l PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT A KING STUDS. IVA11111111111 I z '. _ AW11-��- , t'j, I , � I I I e ;1� � [�11 1'4; '�*"� T!If rt,%1_11,6 I ��i I � � r�. I'�i I' jjj�t`�"r' ;-I -ROWS OF 10d COMS `-,,,� 111111111, A 11......11..... It F r,;�' r ,,, 111'�� t LAN., '� I A � �;. _ ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH ,!:� � r '�'!"�'��,'�t�.! It �.-1, � � , �,:��, ,i,� � 2535 . ; I i BRACING BY OTHER . r I .W. I . ..r !:i�, ij I i 1 , I `[,�t I � I � r � I - ., � :t rT I I " r , W r . 1.I, it .r I :1 ; � AND 5 PSF , r � 'f I ! . I i ' t I '' I i ,,1�3 ' � , � !, 0 12" O.C. " kNr d 9"I"N , ., �4 � � , , , , 1�r 2 .0 MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD 0 D MIN11 I::1�ftk i UCTION, I � �,,� I t '� , ;',, " ;,j,jj ! , ti � WINDOW SILL SEE .n r r 1, �. t ,.,i I,�I 0 r 4— PIC I. � ! I., S�)ifASTtN 13 TT,,..OM P AT11 ,0,I- � !�,i a $ 4 -15t I RD. REACTIONS CALCULATED FOR THE BEARING POINTS 41 , i I � It 1545 1455 i I I I( )`i/4"X : 1/4 7- ; �,o 11 �, I . . I I I I L ; �, t, - $ .. :� ; I I I I ­ 1. i'r - I I . r. ' r I I SCHEDULE 600amsem", , OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS 01,11ASTIENING TOIIE WALL FRAMING IS THE - I P ,!I .I I I . "'�, ;� ;t, . INTERIOR LO ,�BEARING r!I "r, . !�, FULL HEIGHT ANCHOR i '400 ro�A! � '' ;A r I . I 4 Q�itl CL4 LI NTH ROOF LIVE LOADS SHALL BE MULTIPLIED * ' r I . . ,� I'' : I I h FOR SILL SIZE AND -1 AT TWO STORY CONDITIONS, 4.0- ��7 .0 �Ghlv "-**:-4r0_, C.,4 '/SUPPLIER & SHALL MEET r i, , I" , 1, WAL CRETE. SLA13' AT INTERIOR WALLS 111,c #_ i ��.. � I . ! ;>,r I TI 'I � - 11* � . I , # .�o ,I , t,I Y i CUt N �`I '1110'' 1 i - . C - -P , i , WINDOW SILL SEE PROVIDE SOLID BLOCKING vt RESPONSIBILITY OF THE WINDOW/DOOR MANUO, "'T' �R-� � I AIL P ATE NA11912 - - _, SIMPSON 'CONNE( j , � . . : � � � \_ BY 0.75 MEN COMBINED W/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE RESSURES. t � . I ii 11� I TYPICALLY %" FULL END -1 I % ; . I I ! ! . � '_ � � , I� � 1, I I�. . I ..� 0 I . � . � SCHEDULE WITHIN FLOOR SYSTEM AT ALL �6 ---------- 130 MPH : '' I : - . I - " .. 1 4,'8- D.C. MINIMUM! SEE, I�I �, I ­ 0.131xY TOE NAILS: - : BASIC WIND SPEED (ASCE 7-10) � I I 11 a :� r', ,_I r � . , ­ " ' ' � '' � UPPER LEVEL POSTS = o.7 1 00 C14 1 , I & JACK I .. iea le 1:; UPLIF ., li, 11, NDATION;PLAN,'-,� I RODS 0 6'-O" O.C. (3) 0 2x4, : : "It � ,,,,rr '10 14AUI ­ ` - ,� ,� AT r ' . = : * i - 'C'Hi O R S;- "A = � ilw� I ",TAI �� N C!� ��V '' �4 _ STUDS __ 110 !j : �' i�� ,,i li"!i 1 j�!i * : IMPORTANCE FACTOR --------------- 1-00 - - �,,i 4,�, _� �, , I - _ ,� ­ � ip I .- I - 1--f , - 1,a �>!­,q 11, ­` '' li j , , �ii . 1 (4) 0 2x6, I z I" : SYP � � 1111�I""'," 'it* _� . 1.1 .;.� 't . � 1:1, �­ � 1A, ` L - 25.0 FT �� �7:t i�,',,�, I a A , t V I MEAN ROOF HEIGHT --------------- I " , � r B : 1-1 . I a �= I ��,,, ,�-�, y � 1; � - I . 1; (5) 0 2x8. E OF ...... ,�,I t�­' I I�i �� �i,',j i�.1'11�! �,,.I ! 1, -0 1* 4- 4,C 1 '� 11 . SEE 8/SO.O P .. A% ROOF PITCH ------------------- 5/12 I!"� I A35 011 : BLOCKING ONLY REQUIRED , - , _N1 ;i 0 I I ��l i,��', - � _.P " 4 .Q CN C." 0 - .� 111� ,I I ''I ; PT. , _w -_ 11 I �!NA , ��.11 i� l;� **I to 0 ! I �, I SPF#2 -1 BUILDING CATEGORY --------------- ­ H2.5T 600 52 . I 101 1 ,,,�;� AT SHEARWALLS AND-\ '--'�OR 10'?�' -_ 'v 00 1101, ri 1! �,��­ t C, ^- - �jj i .A A I � r.C IP. � 11.4 STUCCO FINISH ,--*.-, rs -we....---" 5Z�7 0- B ,.,! �' ill -1 IZE 91 I - ! �I , _ HTS16 1150 1085 1 11 It,1. !0 - , I� I� I - r ': 4 , I z� !,, I ji I �PLING. I I I A I I A � 11 A KI I I I I 'W1 I I .11 I � ��ii 11 . ­ . 41 . . .. I-. . , '4 . 0.9 i A �11 - � .I , — 0, ------------ENCLOSED I , ,_ .4 I IN I 11,1111; : , � ; 1; 4 .1, i F. -.4 . ,-'i 4 r .� " I . . . . . ENCLOSURE CLASSIFICAT10N �. - , ENSION m I 10 I I& lwww 860 :; k".4 * I ,.1 WALL SHEATHING 0 " -.'.. . . ., . . .. . . W - - , . .. .. , . , '�'.A'r . . I., I I 'W"ill"" i 4 - - . I I " - . . - ± .18 1 I 11�;. 1 I 1��i�'i 1 . � � , . If . � .4 r . ,,j I��,�-, ; � 1, � ,'i , . I I. - . . .. I. 4 . .. . � I­. ;4 1b 4. � . . 4 . . - -' .0 ­ 41, � 4- INTERNAL PRESSURE COEFFICIENT :, �, I ., * -� T - � ,,&., . 0 I . 4 ti I T_ � . SEE DETAIL 1/S0.1 X!*.. - , . : .,,-�... ..4 . , , , . �? . . . .. . . . I . � - � I 'i I 0 HTS20 1450 1245 'I I I Lid " !;tll 11,11 i I : I .i I- . . . 14. . .'. .4 . - , . , r � r ''I - . �' .— .I : ." I- . I . � � I �,-r�1�,,,,"�! Imim up 15 I I , ta . . . . �. . I . Ch ri stopher j S a bou ri n P E I -!- . .* . . , - ­ - " - .. .1 * � . .;-- i jL,111 %i �� . I ,'I �tw. ­ .. . .1e -I ..- . FOUNDATION. SEE PLAYJ - I I .1 . .1., ., ,,,..'. "'. W . ;�-O_��70411HV�Aiii . -_ -Ir IT, tl!, 11 `�!111 ,­ �r � , , '. , I 1 2 - Ili .1 � MSTA24 1765 1 1 -1. [1 I ki ,!!�j I P 1,111 � - . 04 . . Ph] �i .Pr. _ " P 1,TM - FOR SPLICING --'-' - i I 1 8" 1 .. -.-:.-*I FL PE#71461 i, 1 , , `:,�I�lp ... I t. ; I IL � ­ '�, , I i is 0. . 16d COMMONS OPTIONS ! I, ,, I i_,-�, . � . 11 i.i . - . , , ::, �. A � : ; .� it L'. !� I I , . IF 4 �1�,.� i� 16� 1� i ,� '! i ... . :,K !,11� �. 0 �,i 1, ;1�1, " � .. ,- - I X. MIN.' , I 01 ! i ,��� � * i I . .. I - i� - . i ' I r I I 11,1i� 11��, ':��:! �l I . r ' ;:, A , 1, �; "13PTI . r : �:, MATERIAL SPECIFICATIONS CIP I__t 111 . ;� I � ,I t I 1 - 187 r 4 - 1, 8' 1, . r ! ,id, 1 :­di�ii, ,i� it I I 0 80 O.C. M \_SOLE PLATE ANCHOR* 0 , .� � T MSTA36 2050 i m "Z , : r r___�_ __1 WALL FRAMING AT WALL FRAMING AT � r. ":d I I! " I ­ � Ir' ;'. ,I r rr I. I FROM SOLE i i I 0 ; . � I I I I :�� � �Vft$ A . , 1, �.I ,�� , I 1 i� 1, ' . r r � I ,_ §/B�A - I ­_ -,z- ,$/ 1�1 �_�;�Iil ii � SEE SPECIFICATION� 11 � � .i��,�I � � �1 4"I'2�-�-�� I 1 4 14 _iT ------------m--%'**� . 1:1 z`:1 i i , - �,:�,_ i:_11 ,:�: ,[��i,�;�� FLOOR SHEATHING I PLATE CHANGE COND11ION RAISED HEADER CONDI N r E TISIONS DA-M HARDWARE AND ANCHORS: �� '' f �,' HTT4 3480 auov i � 0,ioo I :_I \ I 't j!,,,,.r"r, f.,"I'..n.!r �1 -,k,i&,,I 1. '.t, I 11 ANCE NTH , � i� I 1. 1;1 is I BUILDER '� - I j ; I ! ,- IF MAY CHOOSE EITHER THE DROPPED ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORD [NOT ACTUAL PLAN] � 7 T- " I . ". � I - WALL FRAMING AT 11, �'. 11 I i � i I I HEADER CONDITION OR RAISED HEADER COND11ION I DITION L ASTM A 307 OR ASTM F 1554 GRADE 36. (GRADE B). i � �11 HTT`5 5250 4670 .�. H!1 i 'L.! � i I I I I WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 S _ _ 11�'i", V,,,Rj4p�,��, - ! 1 Ai,,I;i -75 7 I I f-__2� TYPICAL WALL FRAMING , 11 I I ! �, � r F � , -, 1 R F fm I A 563 GRADE A HEX. .KICF I ,,� I i- �� ; , . -1 NUTS: SHALL BE IN ACCORDANCE WITH ASTM COPE , 1A � � ; , � , av� i i ONNECTORS WHICH ARE EXPOSED TO 11 �os - I i� ", I; I I I I METAL CONNECTORS: ALL METAL C I' �j R[� i I !i A 11i ill : _: .1 i��"',;;ijf 930 780 � ,,.r * _____1 I � ..... - I-— ­ -I ,it VVWV11!1411�1i;4W I 1� , , EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSo f'! , i ' LUS28 I ­ '. 1. _ - �1,I V 1; : I i r, I `­I I'll �` I L: I lmq�l -1' ' I ;I I �-Ilt I lit. T 1\�o X*x6" SIMPSON TITEN HD RETROFIT REBAR/ROO INSTALLATION: EMBEDM THE STRUCTURAL ENGINEER SH� 141114 A k", TROL Q& BE RESPONSIBLE -_ I I �I I I SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE V4- FO T S, METHODS* TECHNIQUES. PROCEDURES, OR I 14-16d TO HEADER L---- __J I i� ____ _j Q&FOLD DOWN I OlFi�jl . : ,� SEQUENCES; FOR THE ACTS OR OW SSIONS -HE CON HU41 0 905 785 . I -1 6d TO J(XST , 10531.36 1 i 1_11,41L SCHEDULE FOR SPACING I IX AND 1/9" LARGER THAN THREADED ROD SIZE. RMING THE WORK�OR FOR THE FAILURE FOR ANY OF i 6 1 SYP#2 DBL 'L I SEEj/S0. , - - (U.O.N.) RK:IN'ACCORDANa WITH THE CONTRACT SEE 5/S0-0 � � k.l.. ��I` I I I ,,, ABU44 2200 1 5/.70 ROD'E-IOXI ED V MIN 1 01549.6 6 I BUTT JOINT ��� ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS 1, 1� I I� . I I ,� I I � I 'i..- , . I I",I I H:�: I, ! � 11 I A �,,1.11 I - � , ., . .I i � 1 4 1 . � I . . . . BLOCKING ONLY REQUIRED 11 ', -no I .1 ILJE7L-9�..��i;% ill 11 1^L1 , "SOIRILITIES: ,�. 0 ROD WO"XIED'i"I: MIN I I I , . . . , I 11 I I I. . RA "N� ANCHORING ,­��t­�'111'kcii%n 1� " :, F 11 -4 "'..- z I � IR 2300 t 108496 1 I , (DUAL CARTRIDGE INSTALLATION ONLY): 11 ,�4_ I li ABU66 5/8" , i,'' , _/ 211 2 r�FIELD ALTE N , , . . I � ") :. v "I't, �­.,i.t,­jk-_­­ ;. ­ 'ill, . ­ . L. �" tIMPSONI�EPDXil--1ir , 11506.4 1 1 � r I . LIMITS OF STRUC]3jRAL ENG 1 1 1 ; �i ) . SET N/A N/A , I,, I AT SHEARWALLS AND WALL SHEATHING )+_ E �11 i �LLLL E STAICTURAL ENGINEER ARE -,4�' , � i I I . I 11 - REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGN i t� U.''! , " I :; �, "I � I I . I � , , STUCCO FINISH CONTRACTOR SHALL CONTACT LOU t 1-A� r,,,, - I � i 4"O ��,*, A 1 1 , . SEE DETAIL 1/S0.1 i . . , Y 6 AM/POST ' . . 1. � . I - I .1 "�11 ,.1 �.� , I ., . I PONTIGO&ASSOCIATES PRIOR TO ,. - � : �11_11T.l tr *I - � I STRUCTURAL STEEL: SHALL BE ASTM A992p GRADE 50. LIMITED TO THE FOLLOWING: CON11N ' A LOAD'OATR-'T'OR WIND UPLIFT, � 0 i io, I � 1675 675 i�1, 11 49'6.3 1 LTT20B 1 ii�: �,� :1 I­�­ I i FOR SPLICING WELDED VAR � IG AND REQUIRED SHEATHING AND . ,":li '" " � � , 11 �. I . I 1; - MAKING ANY STRUCTURAL FIELD I 1, �. � : 11�%41ROD`70. T-G.,, I .� . I . � OPTIONS T BOUNDARY OF RATED SHEATHING, E FABRIC (WW): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAIMtN I , � I_ ::� . 0 I . MODIFICATIONS WHICH MAY VARY LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ,R­ .- . ,.G.:.ITEMS NOT DESIGNED � � � I-i 11 .1 I 13B72_5 ;� I . � ; P6 10-on lix"i SEE GENERAL NOTES. , � I I TIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AN P TRUSSES, FLOOR FRAMING NOT OUD OU", 1V-1=4 - i�,", i 1, ,I SHEATHING / FROM THE INTENT OF THE ORIGINAL * , I I LSTA12 �I .I I 1,t:!4,'�:U�'I, I L FULL HEJGHT I . . . . . .. . . . . . . . . . . a . . .. CONSTRUCTION DOCUMENTS.ANY I I I- ,, ! I . - SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPER - USS CONNECTION, AND ANY — I i I 1. I I EPDXIED 4"w/3X3xO.229" PT. SYP#2-/ I - - 11- - SPECIFICALLY ADDRESSED, TRUSS" . i t. �� MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR I EL �, ''ICAL SYSTEM. CS16 17C- jn,,j 13-6d�-i .. 1. __ . 10852.1� I SHEATHING _.�r- - SILL PLATE I EXAMPLE OF PANEL . . .. . . BEING APPROVED BY LOU PONTIGO& � ­....�I I I � t,I��q i� , TO BE I . .. I , �� : i�, FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN — - . I i i"� , I� I I - CONTINUOUS SOLd PLATE BREAK � . � ,;.,:, .:­­ ... - i —INTERIOR BEARING _N�,,* .. DITIONAL ENGINEERING OR D AL NOTES Et CONSTRUCTION SPECIFICATIONS i � � ; ", , TOUPPER - WERE REQUIRED BY . . . .. . . - I., � I i,-�,­ . I . TITEN HD GENERAL NOTES GENEI Nk..� I , �:,�`!!�' �:,� .S I . I t l�, 11, I i . I i 7' 3 : ­ 1. � . . I , , .! � TOP,?,L�ATE, ; 1. , . t"11! F:'' A . . . kls,������ I � � i � � �.­`,� , ri: , i I - i.. I...- : , I i't - ':, FOR STUD SIZE ANCHOR OPTION - 1, I -1-111. - 11, I I - � . � ...--I , .�__ ­ ;_-,­ QEIM t . . , � i . � I ,::;F ".], !:, . I," .� ; i 1. ;.'�! " � .1;i� : I I ") AND O.C. SPACING. . I. , I � ,:, - - r�t I 1:'-, . -I% I 11 � � , _A� ". i���;�. f . . . .. . . . . .. . . . FLOOR SHEATHING SPECIFICATIONS I I 11 11 .I�- �_� ,Iii ; - .1 I . . . . I . . .... . . . . . . . . . .. . . . I � I I . . I . - . HEATHING, GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD I. . - I ,� .��� I .il�,� �, 1 i. t,: "%cii i , I WALL SHEATHING TO SOLE PLATE ANCHOR S NAIL SPACING AT . I . � I 1� ­ - � � ., it I .. ! . I 1;. -i' ; . ­. . . SOLE PLATE , . ,�,'�!:­ - I .1 ­�: j ­ i . . SUPPORTED EDGES, . . . . � � I � , � ! . � "i, " .. :�1;�! . ; .) I . " I : .. 1 , I RAISE )fi7 FROM EXT. WALL SHEARWALLS WASHER EM GENERAL NOTES . ­ - . I I � -1 I .. ­ I . _ ,-).:, , . . . ROOF SHEATHING SPECIFICATIONS: . .1 O.C. WITHN 4 ' I... I ; . SEE DETAILS ANCHOR . . . 'EDGE & 6" O.C. FIELD REASE EDGE NAIL SPACING To 4" ' ["��Om-OF ROOF EDGE). ' - SEE�;DETAILS SPACING SPACING SPEC. DEPTH DISTANCE . . . . . . .54 0'"',O-C I �- ; i� i_1111� I 1:6�*3" . ON S11.01 . 5HIN2z- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING. NAILED w/ 0.113x2" RING SHANK N�At . . , � I,� I I - ; TITEN HID 42" 24" 3x3xO.229* 41* 2m ) z W � jj1­7' - . !� ; I .. �Ij.�f , ,, ,� -,,,�, :�-.1 - I . .1 . � '. I . _Nll� I I EXAMPLE OF UNSUPPORTED ' . . . . I I I ,;, � . �i,., ��7 ! �,-,,, , I /? ON 81.01:' ' i' - O.0 '+_0 OFOO&I#D�Gg). , -- - 1. I' 0 ' -FIELD REASE EDGE NAIL SPACING TO 4 - WITHIN 4 I I I I - . I I ­- I -1 _ . -7 r--_ - _ -1 w/8d 0 3" 0.C. . . .. EDGL11:&'V,1 j O.C. I I��-1'1 i . ,i j,1, I i -__--I , I-- EPDXY 42" 24" 3x3xO.229" 40@ 2" (UNBLOCKED) PANEL EDGE-�_ ILLL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. :1 I � -1 . 7- .� I ,1�',/,�:!;,�.!'. tl.� � 1". . i ,--I.,jAIF11" & I I I I I - .. I --- - 4_� - .. . . - a. . . .11 , I . . .. ... . � A. . . . . .. . '. . . .6 - . I , A.. . ' ,. iWITHIPC 4'-O' Fi� -, ", - . , .1 . ..'.., � . . � _� 4* O.0 OF��- OF EDGE)�­� � I i�� . 0 - RING SHANK NAILS 0 � � I'?4� . i M S 1 42" 1 24" 1 N/A I N/A I N/A (TYPICAL) - ,P'�� & 6" .O.C. FIELD REASE EDGE NAIL SPACING TO I : 11 4J�_] : . . I I I ., , , , , P. . - A" ., . , '. . . 1. 4 � . ­ �x ,`�, I , "'; I , - � I !,.. . , '. I . 1� . , . . . METAL - . 11 11'! I !I . ­ 1. ,� ­ �_.�.l 1-i 14., -1 I .. .�, . I MIN. 1/2". 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2 0 O_F�1�F ," I I I -,;f ,,, �"�41�-�llj­ , ,. , ,;, .. � � -�` � . � . .. . . . A � . . iI i I I i . , I I ­ I I I . U . 1��r I �,,I f I ,- - � I - 1. - .. . 1. 4 , . �".. , , .'. , . , — . ; I . ,��1,� 111 A, ", A I P . . . i: I, � �, .* I i 'I-,�1�-.;I :, , , . . .. I .. � Irl:1--,�,,!Iti"i "i"� . �I ��'�' �`�-�� �11.,, ,I . I f . . -I �. .%.. . . I f I NOTES: �Ir . i�It7�1 ­ ; ! 41'4, 4W, I . � . lj� , 1 1. ,_' � , . � 11 � !; ­;1..1�,.;I , I , . . .� .. I I . -- I,,, _',- i, r I!* .-, , . - , ­-a.,.. . ,.!.. '. i I TOI . . I.; I I.. - y C, I . I ENED w' � �, " O.C. EDGE AND 6' D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM E �*I *,0;�RP , -� THING SPEc3nCATIONS& 4 i 1 ,�!01 V) WALL SHEA I , . NAILING TO INTERMEDIATE �iOTT ,��0 I,, T ,. ,EF LATE.' I I I - I . . , I I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND iDJACENT TO - _ I :� �� �I,,,..I[1, � i� , I , I ­ : I A N I . . � FLEXIBLE FINISI+-MIN. 7/16". 24/16, APA RATED RAL 1 SHEATHING, FASTI 11 ,��? , 2- �L '14 - � :, I - . I *, ' , �. .- I i�, -1-1 I'll ,I TT (_ I I i� I I �:��11,� � �­ 11r, L------ REAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. - ROOF ` 11 < W MENT, OR VINYL SIDING. HARDI PANEL & BRICK. ALL OTHER WAX 1. CONSIDERED BRITTLE FINISH. � t� A ' t ; - ;.1. (UON) FLEXIBLE FINISH WALLS INCLUDE: WOOD. CE V;- . iPk0 TOP PLATE.. .- I . I TRUSSES, OR L 1 SHEATHING, FASTENED w/ 8d 0, C.'EDGE�ANID 6m O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P41 to U i , 11 .� I � : � . STUCCO FINISH-MIN. 7/16% 24/16, APA RATED ,.:� I, I � r,i 1, :! i, ", ; I '': I � 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. I m I I � t ml ,� ,�, 4I �4",P­ 1,"� I ! - � I :,*1, ib I I I I , 1 I . , . 1, ( � I � I i j � I � MULTY STORY . . 0 . $ ' I .! 1E 1 . '?X so' I/ to - " 11_- I . � ' ' . 4k - -D5. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 WITH A MNMUM OF 28 DAY COMPRESSIVE STRENGTH OF I ��;,4 8 I TOFP� HER, A I S X 11 �/ V/2"O ROUND : �;,.4-,;,�i��, MASONRY SPECIFICATIONSo I I I _ J . I "'' , � - :I �,;! 1 3. AS AN ALTERNATE TO THE 3"X3"XYW' PLATE WAS 1:- . � , - , �:.,�1,�'I ;. I .. . I I I MASONRY IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORD.A . . ji�AC11530.1 . '�T 4 ,�k!� , __ liiNI, - .I 1. nd � il ! � I—, tN � � M �BE qEq' BRICK VENEER. I STEEL WASHER MAY BE USED. � I e - '_ � .., ­ . - I 1. VVA :�Z- . r4`\ROOF AND FLOOR SHEATHING NAILING I ` , , HAS BEEN DESIGNED D AT AN ;8 It TO ��-"-' 1� . , .�YL ,,, F % PLACE � 1. iMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPEi�' i�q k P 1h I �� - ,_ ,,i� " �� 1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE 0 1 1 1 1 ",r" RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ,I , I ty - I- 77' - . ­ r .. . � . 1.� I I ':I., ;#*11�1 ,.1 i .I.. , i ��,�- 1: or SOLE PLATE ANCHOR DETAIL a SCHEDULE -N , CONTRACTOR SHALL BE , , 1� �� . i '! I I � SECTIONS - --dwrl- I � I I -1 i ,� � SCALE: 3/4" - I'-O* SCALE: 3/4" = V-000 I ­ - ,�� 11 I ,��- 1��o ,;, I; I I -1 ; ''! �` '�']` I�I! ; ,, Ill I I i , I I - 1 . I I � . � I m I . _ L I _,, VO.V , i \ W , I ' I 4. I _ 1 1 '%%._..0F t ,,I I _�!);�­I �1� It I "t ,�"", ,TAINING VERTICAL; I , : i . ��L � CONCRETE MASONRY LJNITS (CMU)s WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi).�'GROUT ALL L CON . ­ . � "';"� . . : I 1 - i 1,�,� .;. j i I� I .. i I CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU). TYPE 1. GRADE N-1, NORMAL "Ii� . I ­ I � . i I U . I I � A%�� WHEN THE WALL HEIGHT EXCEEDS 5'-O*. 1 : , I I �-j t.;, :! � . I I � . :,I . REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUITS PER ACI 530.1-02 IN THE BOTTOM ; . : ,� � I t I z I � - - � I �::-_;:_ i , I - � I I � . 1 I � . � I -1 11 ow.cONC,REMMASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING I.,DONDS, STACK BOND SHA-L'IN�OT.BE I - I - 1/2* 11/2. �� � 1, Hil I I � , 1 - MASONRY sTEmwALLS-- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N A L PE REINF L,'' 1. " � ;,� I I . i I - 1111,411, I Fiiiiiiiiiii FiiiiiiiiiiiiiiI 4< I' �....)IJ - !_ ,� ..PNFtRCING,, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIORiWAL�$ SH .'ORCED FU� It T -, i17 1, rt.' - I . I I'll I tli ­ �L I ,,,� iGH I : . 1� 'L I - (3) ROW OF,010d f I .- I TIE GROUt'-,.1M , ,il ! . SI PEA ROCK CONCRE ,.;� I !I . '� � r 11 � I I 0 N�AILS F_ USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 P il I 'q9R NER BARS, MI ,, 1BAR . * -7 4*UR NIMUM:,(b 40" � i 0 0 4*-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS.�PROVIDE C� El FOR*G AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INS i I . 0 * �IA � I C.-\, 'L I T'LUNG i ' I OUG'ERED ,_ IN TICALLY, (EVERY OTHER TI HALL IBE INCREASED AS�NOTEVt ON 2 PLY NTH - #4 1' a REINF.,i S 0 n WALL CONSTRUCTED OF 5 OR MORE COURSES. R T;REINFORCEMtNT AT 160 O.C. VIER - ­ , - .I... , 'I, I���. I' & r ,�� . r . I I ; I 4, , � _., �� � I I 1. I I BEAM. cm _� � .�_7 ; .;; �, i- - .1j. . --"- DIAMETERS INTO EACH ELEMENT. AT STEM , . ,1� � , -� 2x4 BLOCKING _6 , . I ; -, 1 � I��I,,�Ii j � 1.11. I , . " . _.,-�i " � �, , I ,7Qj i ,�,L: . - � 0 I::-_ 1� lil' ?� ­� , :1 . I tol - I � I � i "ti 1, i 'I'll ill � if I 1 5 ,I ,:" ­tl . � ,, .1! . 1, I :[ I � I . i . 1- 1` 1.1 ��, -, _,_�-'/ - -_ 1�1 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OV, ��_j d i �' ` . 1. �, i , �:i'�, � - SIMPSON , !"'; ilIl v, 3 PLY BEAM. 'Z� 024" O-.C. FASTEN . . r .1 I ;, . 1, , , SDWC1 5600 � �4, r� i I . I 1, � I "i "'t.; ritt I . A i ; i , � 11 11 000� 2x MEMBERS. 0 I ­ .11; ­ _L� I ­­ : �'­ .. ­�l - I . ­. I 11 , . . IF < Uj I a ; ; � SEE ROOF:, . ! i­.� CLAY M ONRY (BRI I I � i :., 11 I -_ * '-- TOENAILS BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPE�TFULLY. � �." il� 1 '4 Ei P , � ��I� FRAMING - .- It I 1 1 ,�, "�P," i I ;Y i !: A� 1� N ,� (1) ROW OF 10d - - . I ­ I;- I I � . i :1 I 60 f . :1 I . , . . NAILS 0 4 O.C. & I M __ - t-1 t -t -� ­�­ I �"_ ­ PLAN FOR EXTEND SHEATHING VERT. (4) Ro V) I I,I T;:;,il i�. ­ 0 . - -,t�, 1,�!,Wil . " -, . 14. _ 1 1�!1�1_ I I"11 ­ , I 0 i F I I 1, 1 � i i I . I .1 I 11 SIDE. I . i I I .i � ! - ­ � - %_1 . m�) - . I I �11:i : DETAILS TO TOP OF TRUSS AS SHOWN. ­ .C. CONCRETE SPECIFICATION& TRENGTH' *$I 'AT__28--DAYt 1 I I _ I I 0 0 0 . NED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 001. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE S 0�-miooq, i " 'I PROVIDE 2x4 BLOCKING ALL CONCRETE HAS BEEN DESIG I i _i I;- , . -t � I , , ' � �� 2x6 MEMBERS I &z1:A [mm ­ I I i L� ,��'! l� � � � � .. � 1 , 111. 0 11 . " 11 GTH OF � ; ' , -.I,!, I . .. AT HORIZONTAL JOINTS. 1:1 (2) ROW OF 10d t I 11 j i ­ . I I i I . ��I I � --I- - -� __L_V_L__ 4-10d 11. . 1� - � - I I ,.' 0 . � , I '�' NAILS 0 4" O.C. LOWER TOP I t , 1 , : - �jq��,.j/�,;�'.' , I . .1 . 1. I I� ROOF SHEATHING, SEE - , 1, I -Il" - !� I 11, (3) ROWS 12d � - I t- -)j- ,.-;. I I" 1, I I_� I . I I SPECIFICA11ONS BELOW. OVER LAP DOUBLE "' � I ,� , �ILI­ 1, . i . i : I � t ; I - PLATE AT BREAK . I GENERAL NOTES: ; I ! �, ;: I I � AT 12" O.C. STAGGERED � I i 1! I I I - I ,� � ; i I I I ! .. � HEEL 1le,i '-0" . --- �_. I I , 1 . � !1� ,- !­ I I i 1 I.,; _� -, I EA. SIDE. TOP PLATES 'I . . il - ..I 1, .1 I : It � 11 t I ' � ' I i PRE-ENGINEERED WOOD I WALL INTERSEC11ON < 11 i FOOTING AND FOUNDATION& ' WI1H.A SOIII. BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION.R�IPQ T, I$,,,REQ0t!MENDED TO-VERIFY'�UITABLE i2x SPF�BLJ ' 4G � I . t � 2 & 3 PLY BEAMS ORTHOGONAL MEW � . N��D " _I :1. � TIONS _0 TIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEE , 11 I 2x8 POST CONDI '" ' ' il FOOTINGS AND FOUNDA AND COHESVP'J*�*e`A I , � : 11 Ai-L.� .;,SOIL COMPACT,ION AND- RIPPED I T- I DISTURBED OR UNSTABLE SO � KRi'SHALLjK NOTMD. SOIL SHALL BE FREE OF ORGANIC MATERIAL . ,i i. ,; , I . ,r .4F '!�, � . I - � - I . ,,:!it 'WITH �, NN ll_,,�I 91i , FILL, : _-=1 � ,"r, � !!,�,t , Zt,��'f I., , F1 if SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A ,, ... . I GAP i 0. I I a - v.-I ­, 'I i -11i I I.-i-"I-�-1�i-%-11 I�- I .. I . i I:,�_,!, % L '... - . .. ­ ..-, I . - . SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. �.L...o 1.�-�,- I I I . 1 < - I � .. I . t � I Ill I I �: 0 , i 'E ­ ,., I i 1r4 i., I f I - I i I�?L'SCAt I , `111111� .C 1 i�._, . TING DIM6§ -nON FROM TH �- _ _ 1, � 1 '. "!_it, I 0 1N%4%* W ELECTRICAJ STEP HE$HTS, ETC.. SEE ARCHITECTURAL PLANS. DO NOT SCALE FOO lakii., 'D!t ' `,'! ir z 1-11 � I (3)ROWS OF 5- (3)ROWS OF 6;K- � I z I I .'i TION IS � I 1, --, i oISIMPSON , - . I S STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, 0 P m_-1. , �,* : . I J : - 1 I I . Al I � I 9 71IMP" ,ZE i IDR11LIDCA NOT l!"'i,!�1 il Nl .11---- - - , 1:--.1 1-1-111111, . ,_­ �,- f-�-1 � I I .. L : " I ENGINEERED WOOD ENGINEERED WOOD � TIN PLAN SHOWN ON S1.O. DO NOT DETERMINE F001ING LOCATION BASED ON EITHER THE ARCHITECTUWAt PLAN OR FRANNG PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F�d 1� � 1 -,*1-4 1114- TRUSSLOK TRUSSLOK 111111111111111111111111111111111 1111111� �li , I I � !i;i:�j� :1 Cill, ":iH()�:,�_,I�� `,'� 0�j I it ij�,itf !�� SDWC1 5600 : - . m � L , . ,_ I � 'I,� I ii t I , I i DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) � . I � , _ - .: 1 , , ­ It I I FASTENERS 0 24"o.c FASTENERS 0 24"o.c �, ___+__ (n 111! I I . .1. � I . 11 I. I- � . SEE ROOF ; Ittzi : � .6;� - -1- . " i� FRAMING : � I � DE #3 48 ''O C I AS SHOWN AS SHOWN '� ; ; . i : SIMPSON '� CORNER WALL INTERSECTION ' &'U ' �'! H SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS F001INGS PROM INFORCING SHALL BE 3" IN 1766t ­MIES � - UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR RE . 0,,�-'R*MiTTED, SHALL BE 48 1... PLAN FOR :' I �,�, ENDICULAR CONCRETE ELEMENTS BY INSTALk"4tOMER'BARS, 111ANIMUIM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINPORCING,I WHERE�; � . � Fiiiiiiiiiiii 2 . . ! I I . � , ,:: ,!, _� t i SDWC1 5600 CONDITIONS CONDITIONS PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERP __ _7 � . I i I- ! I SHE�THING MAY _', - j ,.,ii%:A1kN`. , - � , . - 1 L ­ I . . �- . DETAILS . . � � � I .i� , � - �," 1 ,, � 1; i I . , I I � q I . i I -_ . BAR DIAMETERS � I , , I I , SIMPSON �I ' " !:, ;-".f:_,�. . � . . 1 � SIMPSON TEROINATE AT _/ FRAMING 3-PLY 4-PLY NOTES: 4 I I z . I I . - .- !,'' 1:. - I; : �.. I � � � - - ;� - I ��I,:I) `­ I 0 1 L'I I 1 . �.� - I 1 , �[SDWC15600 i SDWIC1 5600 t 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS . , . nONCRETE SLABS ON GRADE*- . ­ I ­ . 1, 0 -i "" - -ONER WI PPROVED CHEMICAL SOIL TREATMENT! : 'FOR PREVIENTION OF SUBTERRANEAN � ' �4 , SEE NOTE1 11 - D R WITH JOINTS LAPPED 6" AND SEALEDI CLEAN, ; 11 I , I ,� -,NOTE,i I t 1+JL DETAILS 14m LVL AND GREATER 2. ENOTES 3*xO.131" GUN NAILS 0 6" O.C. VER11CAL . ,,, , I '_ SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDE 'TE - ME ODS. i �, ,��,,, ! � ��Sql'j. . . " -, I - SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 1:kfy I � I I !-L-.1.-16'.—t, �, - I ­ I 1*1 �, . �, ,:i; '­,;I � 1 3. * DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE ."M,bF CO,NCRE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR AL RNATIVI- TH I ! - ; I I I TERMITES. SAWCUTS*_FOR CONTROLLED CRACKING CUT A 1 . 1-1 . .-�,___ ,; , I . :",-,,,O 'I"!. 116,-;I� i . I TWICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U �� � ��Itm <� HEEL r i I . , < 1,-o- , � � - I I tj I�I;�S It ir,i, � 1��, . HE L < so 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ,� ��.� ; I I � I , � WOOD FRAMING SPECIFICATION& I I .) . I ESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) F*_Wll TRUCTI LA11EST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR .1. 1CI ' I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN ALL WOOD FRAMING HAS BEEN D USED, ALL ATTACHED FASTENE SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS'USED, ALL ATTACHED FASTENERS SHALL BE ,!�Nbltt- '�:; i I SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS I . 1. TOP PLAg TO STUD SPWC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ` STAINLESS STEEL . 2. 1­12.5-r.!M�Y BE SUBSI�i TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND 1 I w , SPACE 0 48" O.C. AT TOP LATE TO STU : PRE-ENGINFERED WOOD TRUSSES: TE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA. TPI, A AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRU S I /"*�7 INTERSECTIONS STUDS CONFIGURATIONS SHALL BEAR THE SEAL OF AN ENGINEER IN THE STA RE$-PON$IBILITY THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRAQING,IPER 'COMMENTARYt'AND ��. . i I I� ­ ,-,�, f*76� BUILT-UP MEMBER FASTENING 4- -TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE 11HE . 11. I I I'' ' i.`,: ! 11� 11 ­. . - AT MULTIPLE STIR . '. i"q'I �� ''Il INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS CONNECTIONS, SPREAD STRAPS TO AVOID NAIUNG CONFLICTS THROUGH TRUSS.)VHEN USING (2) STRAPS ON I I SO. \ZL.Oj RECOMMENDATION FOR HANDUNG, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. HIB-91. �, .4 1 11 � 1,1,;4:, 1�rt.';. ) . i i :0 .� \Z-V TRUSS TO PLATE- DESIGN , SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I ;: ?I I I : I ! I � ,��. i I I I I i KING STUD TO TOP PLATE: , , I f _ _ , � � I 11 , � I SDWC: SCREW � . - - � , t: I I 1;L ...'.� 'i......_11'�, ! - , .� ;1, t"', I ,�,! J'�'x ,-;;:Io; , T �� � . i � TOP PLATE TO HEADER FASTENING: . . . . 1. . � . I i . i. NOT REQUIRED AT GABLE 1, TOP PLATE TO HEADER FASTENING. _ATIONSP ,_i,i, i, 1 . ROOF COVERING SPEOFIr i ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY I i 't" """, 1!,, I��.,it. SEE DETAIL AT RIGHT. NOT REQUIRED CPJTEPJA ESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEX ASPHALT SHIN SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED I t '? 11 . ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED BE RESPONSIBLE FOR THE D I ; : ,� FOR GABLE ENDS. I - � � � AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL* AND THE MANUFACTU S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM El 514 AND BE INSTALLED I I 1 I THAN 4'-6" FOR GABLE ENDS. lRb. �: IL 1. I "i ­jj �11� ''_ IjPll.�; � 1, . t KIN ! i I STALLA OF ALL METAL FLASHING AND VALLEY MATERIALS. L [� !I I L. � : - I I - . TO 4P PLATE: i I . I . G STUd � I I ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHA ONSIBLE FOR THE DESIM AND IN I � � I SDWC1566o.SCREW I , I - m . - AND ,�'&IAI ". I I TOP PLATE TO HEADER FASTENING: 0 1 / I I ­ -, I .1 0!r's u i". I, , '' �-,I; 4".. ".0. 0 F!i I.i:i 1 ""! i �� I . NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED I I I - 1, I . am I I a . -_ 11 Re! U. '' : ,, I � ! .I .. - I . ! . 0 - - . _____] i I WATERPROOFING* ; � ENDS OR OPENINGS LESS I k I 11i I . I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGNI/INSTALLATION OF ALL WATER PROOFING. I I � I I I FOR GABLE ENDS. % I 0 11 I L . J,� ,7'i I , ,�', ,M,''- 4rp 67'11 ' mmmmmmm� . I ­ i - � .1 �1 I , ", ! - - " f �:, t� 4 , .� ­......'". "!i � 7'.. ''. (... I I I T if 11 1 ig k, I , .� � ,i f I I D % I PLATE TO HEADER: 1 I ,. . , . � - ' * � ' ILIN D -A . , ATIONS' , KING & J�CK - - 1 4 - KING & JACK SDWC SCREW 0- , . I�i��t;�5 v,�1 ,� - 5'. 1 ", 6F � - I IEL SCHD PLAN LEGEND AN , 5 , I I 11 _L NOTES - WOOD FASTENING SCHEDULE BRICK NO1V, A STUDS SEE LANI I I t --- - 24'* 0.C. f""' '"'' I I i � ?, Ilil . 11 11 I . I ---.-1 it -1 i % I, i L - - - CONNECTION INTERIOR LOAD BEARING WALL ;11111.;�t .. NOT SCALE DIMENSIONS FROM FASTENER RG-1 m F7= l';7/1 BUILT-UP POST IN THE WALL I� -'- 1.1 ,-I- -1 �!!� (2)12d TOE D QR SILL\ I I TDOESE DRAWINGS.IF A DMENSION IS MEMBERS LINTEL DIMENSION L41 N. B AX. SPAN I ,_ . NAILS E.E. ATES SEE - -, I ! I "':` . �, I 1. I . FACE NAIL 2-GUN NAILS 0 12" STAG. ..�ikl,;� ITT: I .1 0#9 le�hl A _.� I I I .D 11 . (MIN) SCHEDULE I 1HEAD QR SILL\ I 11 11 11 2X6 WALL UNCLEAR REFER TO THE TYPE � , . ; � : �I ."'l, 'i;t,26" ''; ' ! ., I 101' - TOP PLATE TO TOP PLATE ­ri . j , 60- GABLE X-BRACE. SEE DETAIL 101SOA I -L - 9,PLATES SEE ARCHITECTURAL DRAWINGS OR ,,i t,- i;4" -,I I r L3'/,.x3l/,x V. -,�' . . :�� 1� � - 11 SCHEDULE CONTACT THE E.O.R. . N FACE NAIL (2-16d) 3-GUN NAILS . of �� 80-000 H6-1/2 HEADER SIZE, JACK AND KING ,STUD I . � ROUGH OPN-G, SEE ARCH A - - 6 ; I . 11 �4 � TOP PLATE, LAPS/INTERSECTIO L4x31/2 X1/4 __ , I :�" . 1 1 HEAD M SILL - ;; i it. P- (WANTITY. ,,:,: � I I 1) KING STUD TO FRAMING BELOW. , . I .I � . I . I I . � . . ____N***) r I -0* HIDDEN LINE DESIGNATES SIDE OF �; j ,., 1", , , , ;, I \ I ROtH OPN'G, SEE ARCH DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS - ,:1-:ii 1 1, 1 6s* -1 10, 1 1 � ! . I I I -, � PLATES SEE CS18 STRAP w/6-10dxlh" " PLAN NAME L501/2 X1/4 WALL THE SHEARWALL SHEATHING' I I . � :1 �"1�:, fl.� lli' f,�� :1 ���j�q ; - I i , t .1 a I - : : : ! I,'- , i I li SCHEDULE NAILS EACH END. STRAP - TOE NAIL (8d 0 6-) GUN NAIL 0 6- _1 .,, " �,; . I- 0 t, I-Ost SW TO BE APPLIED. 8d 0 3/6 , ;,:�I ; o''. i: I I I I : . � - -1.- CLASSIC . . RIM JOIST TO TOP PLATE L6x3'/2*XV4 . . 12 1 j; .� 11­1�1_ ­ ATTACHMENT CAN BE INTERIOR OR r " . 6 ; - NAILING: �11, 1. -.i � I I I KING STUD TO BO M PLAIEL , , ..�tj i" r */6* DESIGNATES 8d COMMONS 0 3- ! . I � I I I TON: I SIMPS --- - I - TOE NAIL (3-8d) 5-GUN NAILS IM03*/6* CONNEC N � ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. , CEILING JOIST TO TOP PLATE - 16'-Om O.C. EDGE & 6" O.C. *IN THE I '" DESIGN/DRAWN/CHECKED L7x31/2 X1/4 6" SDWC1 5600F.,SITIR OMIT : - STRAP NOT REQUIRED AT THE-\ T i I - _� FIELD" I - . PLATE TO HEADER: CS / BMB/LAP CEILING JOIST, OVER PART11IONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36* . I SHEARWALL H99�13100* ,� I FOLLOWING: GABLE ENDS OR N: I 0 511. h � I SDWC SCREW I A � ' SPECIF1 NOT�' IIRFI A 11 , .- - . JACK TRUSSES LESS � I FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION . BRICK LG - Long i I � CEILING JOIST TO ROOF RAFTER .1 - r � ADJ - ADJACENT .IL_ I 11 11 11 I �, : DATE - KL51ZSIANT COATING OF EPDXY BASED I i VENEER MANUF - Manufacture GABLE ENDS'OR 27ST9P THAN 8' OR OPENINGS LESS I = 1 24m O.C. 2X4 WALL . JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS - ,�Ni. - ''I I .W I I 11 THAN 3$-60"o 11 I a 11 : 11 08.09.16 PAINT. ( . WEATHER MONO - Monaithic ;'i* t I . I , I .. . HEADER FASTENING SECTION . , . I - � "i OC ,-Ioh Cient0r.', �, I SCALE RAFTER TO PLATE - TOE NAIL (3-8d) 3-GUN NAILS I " k BARRIER BRG - BEARING I I ; 1 .. , 2. LINTEL MORE THAN 8'-Cr. SHOUIL6 I 't ETE MASONRY UNIT OSB - Driented Strand Board .7 � � � -_ . - i F 11 A 11 11 1� A I . . I -- - -- JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO PERP ' Perpendicular .1 .. - . - KING STUD TO FRAMING BELOW- I MIT 11. .- -0. . .1 .. , .. � - - A: -1. . - ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. DIA - D 17 - 11 � �4 1 . . .. 4' " ::A.. . :,. . I . I I 'N'�� CS18 STRAP W/6-10DXI)i LPA No. . w/ 2-'/4x,3" WID. IAMETER PRE ENG Pre Engineered . 1.-.. — LINTEL PSF :0 nds per Square Foot iLl,llr-41 7.. . :..,�". . - �...';�- - .. * . . z I I I I I I . . . . . . � . 4*. --, 4 1-1 . I Ij - . " 4 is i I I - . . � 0 STUD OF ___ff_ 11 INTERIOR OR EXTERIOR SIDE OF WALL. SCREWS INTO HEADER PROVIDE A V�a 7"ou i 1:1 � '. .. . - NAILS EACH END. STRAP ATTACHMENT ATTACHMENT ; ,I I .. - ti I I ­ 1, . .. � . .1. .--''O :.. . I I ----I CFILE COP TOLL-16-00521 11 i.-i ,�� I - � . " - . .1 i I i I 0 '���STRAP NOT REQUIRED AT THE FOLLOWING: I CONTROL No. FACE NAIL 16dO 16* O.C. 0 EDGE — VERTICAL SLOTTED HOLE FOR SCREW. -1 PSI lound per Square Inch I.r .-. : . . 0 1 2X1 0 CONT. HEADER, TWO PIECES . - ' SEE NOTE 2 EOR - ENGINEER OF RECORD ! , P�T �!�! PIWtWW'T,REAttD '­� ' % !1_1')�!' , 0 1 ,, , ' c I t; AILS �I ��,, Q r ,, . ,I* I I )I I " . - -,� � ti�!) ;: :ItbLt PLA1El CONNECTOR CONT. HEADER �, ; .. .1 1 T I �4u , '_.�1r16:,. -4 I .1 � TO STUD TOE NAIL (3-16d) 4-GUN N NTil- -'_ .'i . I 'L� � I BLOCKING FASTEN- � ' :* � 't , 3. BRICK VENEER ATTACHIME : EXT - EXTERIOR I REI � .i- STRAPPING NOT REQUIRED_/z- .- �L- w/8-10d COMMONS GABLE ENDS OR TOE NAIL (3-16d) 4-GUN NAILS : �� -, Reinforce ! Lb6AT1EI,j'4 WITH,IN 6" OF) AT LOWER LEVEL HEADERS 3828 11 HORIZONTAL TIES 0 24" O.C., VERT. '� - . I _. _ I FLASHING FBC - FLORIDA BUILDING CODE SF Square Foot . STUD PACK. OMIT IF SHEARWALL',': . �����LQQDE COMPLIANCE � TIES 0 12" O.C.- (FOR 11Omph I .HEADER,. I : . ! � 11. ­ I " SHEET SOLE PLATE To JOIST/BLOCKING FACE NAIL .(16d 0 16-) GUN NAIL 0 8* . FDN - FOUNDATION I _'; ;''SPF .--4S0rbc6i,-PfiA6�Fur;, ' . HOLD DOM IS ,'SPECIFIM MULTISTORY , . I I 4 I 1115"�`O.6)0";1�'J_81E' I Pirfe I .� � ! 1:1 7 SINGLE STORY I THAN 3-40"OF ATLANTIC BEACH WIND-ZONE VERT. TIES 0 1 . E PLAN BRICK LINTEL, FT - FOOT I'SYP �4:�iSd1Uther*'Y6If6w . At . .! (STACKED WHO r i - . � : I 1 . , ,. ' - _' - I . .1 11 . I I , "I (UNSTACKED W1 DOWS), 11 Through I :..vo-wa%%�- , � - NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES W T141hr- , FTG - FOOTING THRU' : . r'!�,A :I SEE PERMITS FOR ADOMONAL 3"xO.131"0 = GUN NAILS 2"xO.113*0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/11s"O WEEP I TYP -I�Typical If ;8, N TYFIIIL��, LIHEADER STRAPRNG ,� ____ I S090 � I - *A&,%I 411111 J%n I , 2"xO.113*0 = 6d 21/2"x0.11311"O = 8d HOLES 0 33" O.C. IMMEDIATE�Y. ABOVE, .5EC110N MEW HORIZ - HORIZONTAL . ... 1�1 .. PON �-�,Uplles$ Otherwise.:Noted �,, .1 i � I REQUIRMINT111 ,I'.'- _Tm .. .­­_. . i -, ­ : j . I ;. . i , r . , i OF 13RICK LINTEL I .:, -4�V t , I I � � , , I �r i I'1�� fd_*00 7_7_7_�__�_�_L_______ I i I i I I 1�1 , i i i� �11, �!�"' I I �,P, I '111,!':Il'l ,�,,'�, �`11'11111 !� - � - ,I I I I I'I i .11 I i , � , 11 , . I . I \td'.b/ , �." FLASHING. I � . I VERT -ertiqal.1: . i � 3"xO.148"0 = 10d 31/2*4.162"O = 16d :'j.- ��, � I, I i . 1*_�, ; , .,� ! M, f\ �; � : ,, :. it J�, , : I I . ____ 6 .0) . I i I WNF ­'Welded'Wire Fabric - , ''r � � -_ 2-1--I 11/2%0.146*0 = 10dx`111/2" 11/2"xO.131`*0 = Bdxl'/2" . I - I � I � . I . I AWAS"s Note-1- I �- y- gm I imm-a-_�.-- if 0 . __ I �."! - i � . . 11 ,I; I- -_ I_,-, � . i' f, I I . �, ( �� aa A A e / ( 0 � . . . I'­ I -1 . .1 I � .,,r, I� ,, i : . �. i I i I . . � 7T , �� , - , , i . � I �, , It . , : I I I 1; � - :: 1.11 I . 4/G I!-,1�: � I i � r: I 1 � � �,I � I � i I . i� ,� t . . . � ,--l't I I � I � i - -- 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. FASTENED TO TOP- WALL SHEATHING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3m O.C. ATTACH AT EACH WALL STUD w/ 3-16 -7-NAILS AT EA. FRAMING INTERSECTION. it 4:'�if J, 68# (MIN. OF 6-16d BETWEEN EACH TRUSS) it Yl DBL. TOP MAX NOTCH HEADER /-BELOW TOP PLATE L BLOCKING ONLY REQUIRED PLATE AL Lou Pontigo and AT SHEARWALLS AND r PORCH SHEATHING, STUCCO FINISH HEADER A s s o c i a t e s, Inc. 5-8d COM f I I ., I " . S17E SPECIFICATIONS PORCH EACH SIDE BE-LOW HEADER, OF SPLICE 16d COMMONS, 8-GUN NAILS- 16d COMMONS SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 08 2x4 SYP#2 HORIZ. BRACING 0 0.C, 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT SHEATHING SPLICE T jax. Beach, Florida 32250 0 8* O.C. FULL HEIGH DETAIL B if PORCH PAR ALL" L i & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z CONT. RIBBON 0i'' TO WAL Ph.242-0908 Fax.241-9557 z PERPENDICULAR STRAPS CONT. RIBB 8d COM 0 EACH END w/ 3-0.131xY NAILS MIN. (2)2x4 WOOD HOLD DOWN AT TO WALL BASE OFPOST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA# 3579 BOARD (TYP) BOARD 3' 0.C. (TYP) TO PORCH HEADER. WALL EACH SIDE FLOOR QP110N A SHEATHING-\ r FLOOR OF SPLICE TRUSS FLOOR TRUSSES TRUSSES 2-4- 16 'GOAGIt' POST BASE: 2x4 SYP# STRAP T 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING OR JOIS OR JOIST. 6x6 POST-ABU66 SOLID BLOCKING STRAP w/11- W 2x ........... SHEATHING SPLICE DIAGONAL 10dxl)�" EA. END T. 2 LSTA12 FOLDED OVER TOP AT SHEATHING EDGE ER is FASTEN EA. 10dxlN' EA. END y DOUBLE TOP PLATE 8d COMMON WIRE NAILS PLATE w/5-10d NAILS END wl PORCH. CONTINUO -10d TO BLOCKING 0 3" O.C. US OVER % HEADER H E AD'E`R',� SL 6" NAILS INTO BEAM. SPACE ------------ 4" AB__N\ F'-'.. Y4" OSB or PLYWOOD 3-1 Od COMMONS INTO TOP PLATE & 5 g ztz g Cj CEILING FLOOR SYSTEM. ALIGN E'7RAPS MSTA24 ROD SHEATHING IS INSTALLED I WALL FRAMING 11 - WALL FRAMING WALL FRAMING' "' - I __o1r_ i: ROOF TRUSS I I RIM BOARD Y -- k -- 1, 1 " , 'SEE PLAN HTS16 MA 0 48* O.C. OMIT IF WALL SHORTER THAN 'S i: --11.% I VERTICAL JOINTS WITH LINE ON FACE OF BEAM z STRAPS EPDXIED 6" MIN OR JOIST-N,,," E WALL SHEATHING ..,-\FOR PERPENDICULAR If SHEATHING SPLICE I JOINTS INSTALL FLOOR TO TRUSS CONNECTION Z,� 0 1 . . . I PLAN MEW OF ELEVATION VIEW OF STATE OF FLOOR STRAPPING PER. 'li�­� 1 . � :I 1 .1 . ­,:11, ;.. '' B-GUN f SEE DETAIL B ABOVE if; (;q A% CONTINUOUS 2x6 SYP#2 BLOCKING ONLY REQUIRED 5-8d COM 'I �,�l I I 'I I - OPTION 1 OR 211� PORCH HEADER PORCH HEADER NAILS gp. EACH SIDE AT SHEARWALLS AND OR I O'�*- 00 ATPOST AT POST LEDGER FASTEN WITH FULL HEIGHT STUCCO FINISH OF SPLICE 5-0.131x3" EA. STUD. '1411 lop'tiobi 1 ANCHOR OR DTT2Z % OPTION 1 16 PORCH SHEAXiUl IFICATIONS* ZY1 'w # RAI'I&I HOLD DOWN AT 00/ OVER LAP SHEATHING BOARD' FLOOR TRUSS PA MIN. (2)2x4 WOOD df 1/20 GYPSLIM!'(WATER�.PROOF) GREEN BOARD, w/ 5d COOLER NAJLS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR oplION-11 TO PORCH HEADER. NOTE 1: Ch ri stopher j Sa bou ri n P E -B DETAIL A % (OR GR5ATER) IDS OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADE�� RODS ARE INS�ALLED FL PE#71461 WHEN 4 WALL ADJ. TO ROOF CONNECTION FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION J�5 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE� AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE IF TRUSS REAC11ON EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS AD 2-SIMPSON H2.5T. �FIELD ALTERAMON -\4- BOT. CHORD wl O.131x3* 0 3# O.C. 0-1-NI B FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF ---------t t----------t CONTRACTOR SHALL CONTACT LOU 2x4 SYP#2 CATS AT 12m ,,,---ROOF TRUSS. TRUSS. PONTIGO&ASSOCIATES PRIOR TO O.C. FASTENED TO TOP-- - --------4 4----------44 _AAL_ SDWC 15600 IDA 111/4 SHEATHING FASTENED TO 0 32" O.C. PLATE w/ 4-0.1310" MODIFICATIONS WHICH MAY VARY COMMON. MAX. TOP PLATE w/ 10d 0 3* O.C. U SCREWS FROM THE INTENT OF THE ORIGINAL 0 ON CUMENTS.ANY T T SHEARWALL- FIELD ALTERNATIONS MADE PRIOR TO 16* MAX. OSB WALL BEING APPROVED BY LOU PONTIGO 2x SYP#2 CONT. ATTACH SHEATHING -0 (D-\ C ASSOCIATES MAY RESULT IN 0 FASTEN CATS EACH END w/1 TO TOP PLATE AND TRUSS ADDITIONAL ENGINEERING OR 3-0.1310" COMMON TOE NAILS w/ 0.131x3" 0 3" O.C. EDGE OF INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL_/ SHEARWALL OR SHEARWALL -4-L 8do3to Z69' SW 8d IL EXTERIOR WALL i ""' bc, & ,- ROUGH OPENING, SEE ROUGH OPENING, SEE AL ERNATE A ALTERNATE B ALTERNATE Q ALTI-ERNATE G %J1 Q SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT. STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 TO LOAM MDS UPPER M LOWER ST= ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED osa DIAPHRAGM FASTEN ROOF FLOOR DECK 04"O.C. FLOOR TRUSS. ENE) STUN M MMATION END STUDS TO FOUNDATION TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS TRUSS. _9W 8dO3/6: HTT5 OR HDL15 HEADER DOWN CONNECTION' HEADER UP CONNECTION N 1 0 LEDGER FASTENED W 8d0316: HTT5 OR HDU5 0 3" O.C. FASTEN TO TOP-- CONNECTION CONNECTION PLATE w/ (2) ROWS OSB TRUSS WEBS WITW�­ fm- SM E SIDLE PLATE ANCHORS U PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR BLOCKING w/3-0.131 x3" EE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT I ji OF 8d 0 3" 0.C. SH 7ARWALL NOTES: EE SCHEMULE ON DETAIL 3/SO.O PANNEL POR COMMON. 1! 1. kT ROOF TRUSS, 2x4 SPF T T 111mw-1 I fl. MING C04TRACTOR MAY SijtAkwALL'NOTES A H2.5T 0 32* O.C. TOP BOT A LS1 8 0 32* O.C. Uj I k I CH)OSE A.B.C.D, OR G. If.'OkOVIDE-1fe" i0SB SH�A*4 B SEE PLAN B SEE PLAN SYP#2 2x4 NAILER FASTENED ALL AROUND iNG NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. To TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 72x4 SYP#2 CATS A 1 21; PROVIDE 2x BLO�,KING' AT AL� PANEL EDGES. O.0 TOP C (1)MSTA24 STRAPS C (2)CS16 STRAPS 3-0. FASTENED TO (2) ROWS 0.1310- 0 3- O.C. 1.31 x3" NAILS 0 6" O.C. 2. USE ALTERNATE A. I !UM OF:2 S�TUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN INTERIOR PLATE w/ 4-0.131 ;1�3" , ' AT EXTERIOR WALLS PROVIDE A M1, SHEARWALL. , ",% ENDING BETWEEN ROOF 4, SW-2-/U COMMON. ENh ;T$'!'FOR OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE O.N) SHEARWALL OR_// TRtJSSES. \_5,Liod AILS Oftl, EXTERIOR WALL & FASTEN ALL 11��, Rl8i�'SINI'70 ROOF OR FLOOR TRUSSES PER 5/SO.1 ,(Twic iC L ALTERNATE Q ALTERN ATE: if 3. LISE ALTERNATE f ALTERNATE F LE F FOR FLOOR 4. INSTALL INTERIOR FOOTINGA Uj _ELOW SHEARWALL PER DETAILS ON S1.0 ISS ATTACHMENI_ TION V**N 7 H EA z ARWALL ELEVA DER TIE DOWN -_�5 SHEA RWALL ATTACHMENT AT ROOF a FLOOR L ONO WHEN NOTED ON PLAN P 'SOUbi!B 0,KING WITHIN FLOOR SYSTEM AT SW END POSTS. DETAI AP R6\A:6t­­'­'­­1' L' ;�­ 'put 1\1 AZOI T_ F --\1 14 MULTIPLE BRACED AS INDICATED IN TRUSS SPECIFI TIONS. m.-S-Sts SINGLE aRACING NOTES AND 8d COMM6N,-NAIL-S- - - 11 I'll- 1 -1 1! !I. 2x4 SYP#2 OUTLOOKERS ROOF NAILS'�' TRUSS BRACING 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 AT 3" O.C.(TYP) TRUSS 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT OR BETTER OR 2x4 SPF#2 OR BETTER. EACH END w/3-10d H3 �LR H2.5T HURRICANE CLIP 0 EA. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. It (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE �R 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. LU 2X6 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP ANGLE BRACING APPLIED TO ROOF TRUSS] ROOF TRUSS ON BRACE FRONT SIDE WEBS DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER SIMPSON H3 w/ 10-8d COMM OF THESE STRAPS .1 . I I I I t BOTTOM CHORD BRACING TO EACH STUD, PER ATTACH TO EACH STUD, -BRACE FASTENED TO AND LEDGER TO ROOF MEMBER. 2X4 E. ONLY WALL SHEATHING UP T SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED PERPENDICULAR TO TRUSS BOTTOM WEB GABLE END TRUSS. w/ 12d 0 6"O.C. WEN OVERFRAME REQUIRED FOR BRACE BLOCKING CHORDS AND ATTACHED TO EACH RAFTER LENGTH -BRACE TO BE THE �LENGTHS,> 8'-Om. T TRUS NTH 2-8d COMMON NAILS. AT A-SINGLE LEDGER B-DOUBLE LEDGER ALI TO BOTH H3 ABOVE ASTEN w/lOd COMMONS SAME SIZE, SPECIES, LESS THAN 4'-0* GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 QR CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE VER11CAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TO BE BRACED. AT END WALLS PROVIDE DIAGONALS RE CTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING TRUSS SHOP DRAWING FOR QTY. AND AND ROOF MEMBER. END W/ 3-10d TOENAILS (APPROXIMATELY 457.) TO THE 4*0x6" SDS SCREWS ADJACENT EXTERIOR PERPENDICULAR 0-775 2x6 w/ 5-0.131xY 1850-2345 2x8 w/ 6-/ LOCATION. E MORE THAN (1) LATERAL--�'/ BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING 776-1250 2x8 w/ 8-0.1310* 2346-3125 2x12 w/ 8-1/4"Ox6" SDS SCREWS BLOCK TO DBL TOP AS S HOWN. TO FORM A ZIGZAG PATTERN ALL 1251-1540 200 w/ 10-0.13lx3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING 1540-1850 202 w/ 12-0.1310" MATERIAL. THIS REQUIRMENT IS NOT PI46-Mi6i, SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OjtERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO 0.1310" TOE NAILS 0 B*O.C. ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE NO TRUSSES BEAR AT THAT LOCATION, DIAGONALS IN THE END SPACE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. LSTA12 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM COMMONS, , MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL SDWC15600 0 36" O.C. OMIT IF IDECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING PERMANENT TRUSS BRACING E E E WHEN �0 SHEATHING OVERLAPS GABLE 12* MIN "''I I , FRAMING T SPACE GABLE END BRA SCALE: 3/4" l'-O' 0 71_,S-'� CING 0 4'-6* MAX. k.�i S' SO.1 i� NC MIN 2 PLY MIN 2 PLY STUD IN LIEU OF 2 S DS IN UEU OF 2 STUDS E ON BY USE THI DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. OT CT D 5R - C 0 L TRU ?T. OT S 0 CL ITY 9&ENGSINEER N HOM F R AR 2.,jA�L MATERIAL TO BE SYP#2 DETAILS GIRDER TRUSS D) _�j ITS ACCEPTAB ITS ACCEPTABLE TO SISTER A OR BEAM GIRDER TRUSS T0 TO SISTER A FULL HEIGHT I AM MIN 2 PLY 36m LONG s 36" LONG STUD OR BEAM f WASHER- 1XI ANCHORING SPECIEI ATIONS (1)MSTA24 STRAPS STUD FASTEN w/12-4 FASTEN w/12- V_4- FOLD OVER TOP PLATE (2)MSTA24 STRAPS 3" GUN @ 0.131 x 0.13lx3* GUN NAILS ANCHORING SYSaEM: THE THREADED ROD ANCHORING SIMPSON HTT5 OR FASTEN w/1 8-1 Od FOLD OVER TOP PLATE (2)MTS1 2 NAILS FULL HT. HDU5. FASTEN-\S DOUBLE!, SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/1 8-1 Od (2)MTS1 2 ANCHOR 0. SOLE FU LL H T. TOP PLATE.i RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 00 NOT SCALE DIMENSIONS FROM UPLIFT PLATE I d? ANCHOR FOUNDATION AND M THE UPPERMOST PLATE AT THE THESE DRAWINGS.IF A DIMENSION 15 W/8- Y47AX" T. TOP PLATE, PROVIDE A 2 X 2*X W STEEL WASHER. UNCLEAR REFER TO THE DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE R,1,j:h; SIMPSON DTT24, PLATE SEE PLAN SDS SCREWS i WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 0 SIMPSON FULL HEIGHT `4 ARCHITECTURAL DRAWINGS OR D NUT. (TYP.) \-(2)H2.5T \-(2)H2.5T 6L­':HE 01- OR POST. THREADS TO EXTEND ABOVE TIGHTENE L i Ht MINIMUM 2 PLY LTT20B THREADED ROD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, i STUD� THREADED WITHIN 6" OF FULL HEIGHT MINIMUM MINIMUM PLATE 34" LARGER THAN THE EPDXIED 4" MI OR GIRDER (SEE PLAN) PLAN NAME ROD PROVIDE A HOLE IN THE 2 PLY-\ 2 PLY- S I I AT 2ND STORY ----------------- _4 TURN TITEN HD %" THREADED 6 DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY o )jx6m TITEN HD SEE PLAN ELEVATION STUD STU STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUDS PROVIDE /,-ROD EPDXIED )!r THREADED ROD 2 CS1 8 STRAPS CLASSIC @! ,; ea 777971-ZZZZZZZ= 7.5" MI (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS -4L- N /-EPDXIED 4m MIN OR T BASE OF STUDS DESIGN/DRAWN/CHECKED A STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Xx6* TITEN HD or- ""'[4" *7� _ SIMPS04 JtTEN HD ROD COUR"R: I(FLOOR TO FLOOR) FULL HT. (OPTIONAL, LOCATE ROD SHALL BE INSTAL-LED APPROXIMATELY CENTERED CS / BMB/LAP I(FLOOR TO FLOOR) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE MINIMUM AS NEEDED) RODS THD37634�RC (;%!*6-Y4 AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO -2 PLY HOLD DOWN SEE PLA DATE AVOID CONFILICTS WITH FLOOR AND WALL FRAMING. STUD %" ROD = DTT2Z THE NUT ASM THE UPPEMM PLATE SHALL K 08.09.16 SIMPSON DTT2Z SWIM 0%0 r1* UMM TO A MIC-TMT ROD HTT5 FULL HEIGHT ANCHOR INSTALLATION CHART W/8- V�*Xih' HTT5 SCALE CONDITION PLUS 0NIE-4VJLF TM OF A STANDARD FLOOR SDS SCREWS BUILT-UP POST, BUILT-UP POST, WROM (All"Ol"TELY 30 IFT.-M OF =WJEJ SEE PLAN. SEE PLAN. FRAMING AS NOTED Q DUE 710 SHNNKAGE AND ---N OF StIIILDIING THREADED I FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE OON I WTON SHALL.RE-IMTEN NUT TO 30 LPA No. THREADED ROD- HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TOOK AF19t AIL TRAM AM FOUNDATION. OOWLETE AND TO INISULATOL TOLL-16-00521 SEE PLAN 2x2x 41. 1 4"� 2* 3 PER PLAN. 3/8 14"o 14*0 7.5* 111" :W 3w EEQKY ANCHORING* ALL THREADED RODS SHALL BE HTT5 or HDL15 QTT2Z L1720B CONTROL No. EMBEDMENT 5/8 3x3x'/4" OPTION 1 OPTION 2 ;X"O Y4 0 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNA17E FOR ALTERNATE FOR 3828 DEPTH MONQI,StEN MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE P FULL HEIGHT TR CONVENTIONAL REQUIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD cm> FULL HEIGHT ANCHOR SHEET THREADED ROD INSTALLATIQN :�6ART WALL SECTION % FULL HEIGHT ROD ALTERNATE '--s\ H o�6 GIRD 15 OLD DOWN ATTACHMEN DETAIL tl�2 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM XiZI-IMENT. FULL HEIGHT THREADED ROD ER BEAM STRAPPING Now< S061 PLAN tt Ma im OD PLAN VIEW JaE Alm PbRC_k HtAdg:R At d6kNER,POST TE \,So.lj THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE k-�i T��SO-i THIS DETAIL ONLY APPLIES WHEN NOTED ON SHEET2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYS PLACE OVERLAP SIDEWALL .. . . . . . . . . . Id ALWAYS PLACE HEADER AT TOP PLATE . . . . . . .. . . . HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING 0 PENING %."0 THREADED ROD 7 . .. . . . . . . . . . . . . . . GARAGE . . . . . . . . . . . . . . . . . w/3x3x'/4" PLATE . . .. . . . . . . . . . . . . HEADER �tt , ; 1, 1 , . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . FULL HEIGHT �7 ALWAYS PLACE �'68AL POST. FASTEN TO STUD . . . . . . . . . . . . . . . . . I W 41� . . . . . . . . . . -Z , '1 0 THREADED ROD '�(bNt 11�� 114" Lou Pontigo and N ... . .. . . . . . . . . . . . . . . HEADER AT P#41<'�WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . . . TOP OF ROUGH RING SHANK NAILS 0 12* O.C. . . . . . . . . . . . . . . . . WALL) MAX Associates, Inc. OPENING X2)20ga STRAPS EXTEND HEADER TO T HEADER TO JACK _.ATTACH GARAGE DOOR THRU 'TEND HEADER TO F-�r� 1 4 420 Osceola Avenue FAR SIDE OF WALL UPRIGHT BUCK DIRECTLY INTO PAR SIDE PF WALL AS SHOWN. jax. Beach, Florida 32250 (2)2x6 KING STUDS J 6x6 POST H TT5 W/ STUD,��:PACK, PER GARAGE DOOR (2)2x6 �,—(2 2x6 SPF72 0 As SH 1.OWN. Ph. 242-0908 Fax.241-9557 (2)2x6 JACK STUDS THREADED ROD to 0�bt R JACKS -O"x4'-0" PIECE OF WALL 00 61 4' EPDXIED 12" 6 AND (1) 4'�0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA# 8344 SO CA# 3579 K NG. SHEATING INSTALL ATUPPER HTT5 w/ (2)2X6 CORNER 1" BELOW GARAGE HEADER HTT5 w/ CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS LIETAIL A THREADED ROD (2)2x STUD CORNER,�,,, THREADED ROD ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1) SHOWN) 0 00 EPDXIED 12$0 P EPDXIED 12" KING. ... > SHOWN) j FASTEN SHEATING TO HEADER w/ 8d COMMON QE GALV. BOX NAILS P.T. SOLE PLATE--,, �4;% AL FAS,7N SHEATNG TO ,HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING 00 000 � % D,- R'� At SHOWN AND,-3",,O.C.IN.ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. $�%, j�e EN * 0, GARAGE SOLE PL 11TT5 w/ HTT5 W/ FLOOR ANCHOR %7.,,THREADED ROD IN d ]PATTE. 0 40 11 %" THREADED ROD i,i,(sTUbs, BLOCKING & SILLS) TYP. 0 EPDXIED 12" EPDXIED 12" SOLE PLATE - # . 7 GARAGE WING-MALL 'SECTION DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ANCHOR A DO66 LE, 8,L­6CK`IN 6'AT PANEL JOINT, N'A'ILED-M, G­E"THER w/ 3-16d SINKERS THICKENED SLAB EDGE AT GARAGE OPENING. ... 6x6 POST NTH ABU66 S E OF 5/ 0, THREADED, ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ 5/g* THREADED ROD S x S 0tDMtN T &'3*3 1/41r. EPDXIED 12" MIN. a a Is a 0 1. ALWAYS PLACE GAR,*GEi E�DER ATI,TOP OF ROUGH OPENING. 4,j NOTES: D��il IED iN/ 12"!EM ORIOV� GARAGE WING WALL ELEVADON Christopher Sabourin P E # "k FL PE#71461 A 07SIONS DATE GARA 3 ARAGE HEADER FRAMING 2 GE PORTAL WING WALL, GARAGE WING WALL FRAMING LESS THAN 12 WHEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S�O2 0 S 2 THIS DETAIL ONLY APPUES ....... KING STUD TO TOP PLATE& SDWC15600 SCREW, �FIELD ALTERAMON CONTRACTOR SHALL CONTACT LOU 0 0 PONTIGO&ASSOCIATES PRIOR TO 4 MAKING ANY STRUCTURAL FIELD 1-1:1� "IE. MODIFICATIONS WHICH MAY VARY dj FROM THE INTENT OF THE ORIGINAL 0 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO PER ROOF SH�ATHINGI BEING APPROVED BY LOU PONTIGO CONSTRUCTION S�EC's STUD TO TOP PLATEo ASSOCIATES MAY RESULT IN 1-MTS12 STRAP SDWC1 5600 SCREW. ADDITIONAL ENGINEERING OR 0 EACH RAFTER 0 32m O.C. INSPECTION FEES. 10d COMMONS 1/2"x10" S.S LAG BOLT 2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c CONSTRUCTION SPEC's w/3-#8x3h- WOOD �*6 x 4-6" P.T. SYP NO.2 SCREWS 0 16"O.0 2x6 SPF#?,.RAFTERS EXPOS D RAFTER TAIL TO EACH ROOF HEADER TO JACK STUD 2x6 SPF#2 RAFTERS 0 24"o.c, TRUSS 0 24" D.C. 1-MSTA24 ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4"x6" SDS SCREWS 0 16"ox.�� 01� 2x4 SYP#2 LEDGER IN "T"k P w/2-#80,1j" WOOD­"� 5-10d NAILS r�F 2x SPF BLOCKING ROT PLATE TO FRAMING E U N WOOD BE�M' PER PLA,,, W990� RIPPED TO FIT (2)H2.5T SCREWS 0 16"O.0 IVA%) MO LU � i''I N OP/10'r WITH GAP SHOWN RELOW CS180 32* O.C. 6x6 POST SEE PLAN-"-� E AIL 0 4" 0 IN CL C. 1-H2.5T 0 SIMON 4x4 R EACH JOIST ALIGNED w/ RAFTERS 2x4 SPF#2 JOISTS HO 1�',O`NTAL LEG STAGGERED SOFFIT, SEE ARCH. 3-10d TOENAILS %"x8" LAG SCREW EACH SIDE RECESSED ARCHITECTURAL 4x4 DIAGONAL D!PU1 1 x4 P.T. SYP BRACKET TOP 'PLATE Sommm m=d 'Ilk -40* FASCIA LLJ %"W LAG SCRE WALL FRAMING RECESSED SEE PLAN SHEATHING MAY Z, 4x4 VERTICAL TERMINATE AT 4< TOP OF DBL. TOP PLATE. ALL EXP ALL EXPOS ED METAL D CONNECfORS AND FASTENERS SHALL FASTEJERSSHALL I BE STAINLESS STEEL BE S INLESS STEEL RAFTER TAIL DETAIL V**N 7 WALL STRAPPING DETA11.w-­ Uj SHED ROOF BRACKET DETAIL /--75� SHEDROOF BRACKET DETAIL LL 0 so. THIS DETAIL ONLY APPLIES WHEN 40TED ON PLAN ��2 SCALE: 314" 1'-0" SCALE: 3/4" % % LIJ z 0 4 0 0 4 0 STUD TO 0 SDWC1 5600 SCREW. 0 32" O.C. STUD TO TOP PLATEm SDVXI 5600 SCREW. 0 r DOUBLE DROPPEDHEADERSHOWN, 0 320 O.C. TOP PLATE STUDS TO TOP PLATE STUD �TO ROT PLATEw RAISED HEADER PERMITTE ROT PLATE TO TRUSS SDWC1!560O SCREW. 4%4h' LAG SCREW 0 32m O.0 MISC NTH ROUND WASHIEF AT EACH FLOOR TRUSS J; FRAMING I FULL HEIGHT—s, ------ KING STUD DETAILS 41:l HORIZONTAL PLATE BOT PLATE TO FRAMING_ TOP & BOTTOM OF BELOW CS180 320 O.C. STUD �O HEADER BOT PLATE TO TRUSS TRUSSES PERPENDICULAR '-0 WALL ABOVE SDWC15600 SCREW. ; JACK Y470hm LAG SCREW 0 32"! O.C. STUD DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 LL WITH ROUND WASHER 7777-11-2 zz=�01 AT EACH FLOOR TRUSS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SINGLE PLY HEADER AT A EXTERIOR SIDE OF WALL - ---------------- DESIGNATIONS: DOUBLE PLY HEADER AT ILAN NAME 4S - 2X4 EXTERIOR SIDE OF WALL 6S - 2x6 DO NOT INSTALL PLYWOOD r CLASSIC 8S - 2x8 FLITCH DESIGN/DRAWN/CHECKED CS BMB/LAP SINGLE PLY HEADER DOUBLE PLY HEADER DATE TRUSS OR B ARALLEL 'TO WALL. ABOVE 08.09.16 /00100� FRAMED HEADER DETAIL SCALE WALL STRAPPING DETAIL LL ST PPIN DIET 'L ,�.2 SCALE: 3/4" = 1*-0" AS NOTED THI ETAIL OnPPLIE EN N D"ON P�LAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET nV COr i F11 ' SO*2 M7 F7mmm IS I L '16 X1 Py I,te a -d ION SHEET 3 OF 9 J., 7-7777 SYMBOLS LEGEND DESIGNATES FOOTING LINE �j DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Ti Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 E....J. too of, ENq, 0, % 6-, 4a 56 No.71461 to a 12 FOOTING w/ #5 OF @ 12't O.C. EA WAY A% 1 Ifl S1.01 sea* % 'AIL.IL z1*11- F_ fit -, ,K x x ur n 3 S1.01 ------------ F3.0 11, 2 �E 1-90NS DATE 14 2 X) CONCRETE STAND OFF PAD TO MATCH RCHITECTURAL COLUMN DIMENSIONS. PROVIDE #3 DOWELS @ 8" O.C. @ 1/11,�OB EACH FACE. PROVIDE 1-#3 CONT. AT 0 A_ ^4 1 1 TOP OF COLUMN .01 .01 �FIELD ALTERA-nON L----------- SAWCUT K 0 CONCRETE SL�13 w/ 4---J I I"�3 CONTRACTOR SHALL CONTACT LOU o 1'\ PONTIGO a ASSOCIATES PRIOR TO S1.01 MAKING ANY STRUCTURAL FIELD FIBERMESH @ 1.5 LBS/CU --------- CN N MODIFICATIONS WHICH MAY VARY qZ FROM THE INTENT OF THE ORIGINAL OF CONCRETE OR 6x6 W1.4 CONSTRUCTION DOCUMENTS.ANY X FIELD ALTERNATIONS MADE PRIOR TO WWF ON 6MIL VAPOR BARRIER rl OB CONCRETE STAND OFF PAD TO MATCH IN PREPARED GRADE.-\\ S1.01 ASSOCI TES MAY RESULT IN ARCHITECTURAL COLUMN DIMENSIONS. ADDITIONAL ENGINEERING OR PROVIDE #3 DOWELS @ 8" O.C. @ EACH INSPECTION FEES. 0 FACE. PROVIDE 1-#3 CONT. AT TOP OF CONTRACTOR MAY INSTALL COLUMN 8x16 VENT SEE 8/S1.01 PROVIDE SAW CUTS PER STEMWALL IN LEU OF M0140 2/S1.0, BUILDER TO FOOTING, SEE 1/S1.01 FON 8x16 VENT SEE 8/S1.01 (TYPICAL) I z COORDINATE WITH FINISH DETAILS. (TYPICAL) FLOOR MATERIAL. L------ ---- r3 16x16 PIER OUT OF 16x16 PIER OUT OF _F_ ___L S1.01 F2.0 8x16 BLOCK. REINFORCE 8x16 BLOCK. REINFORCE 2.0 w/ 1-#4 IN EACH CELL. - - - I 77T�, 777/71 w/ 1-#4 IN EACH CELL. - - - - -1 - 4< F- PROVIDE 2-#4x4 F3.0 4 6 CORNER CRACK BARS S1.01 S1.01 10 AT SLAB MID-DEPTH. 2x8 SYP#2 P.T. DECK 0 16 4,-1 C) 8t-8ps 1�13 o '1__1 L_ I ><:1 O.C. SEE DETAIL 1/S1.0. 2x8 SYP#2 P.T. DECK @ 16 - -0- LLJ O.C. SEE DETAIL 1/S1-0- IT- XX o 6 S1.0 �Si.oi N�Stb -a?"- A 17 3 LU F2.0 0 31 00 D �-o '0 _j 16x16 PIER OUT OF ^6 8x16 BLOCK. REINFORCE 16x16 PIER OUT OF ksv.bil, w/ 1-#4 IN EACH CELL. 8x16 BLOCK. REINFORCE w/ 1-#4 IN EACH CE LL. 0 �Ivlvlv IV r� I k L7V 1; d I VV VV IV CIO F2.0 2.0 16x16 PIER OUT OF 8x16 VENT SEE 8/S1.01 8x16 BLOCK. REINFORCE -8)Z16' VENT SEE 8/S1.01 _y� S1.01 w/ 1-#4 IN EACH CELL. (TYPICAL) 0 PICAL) A, TION FOUN PLAN 11 SCALE: 1/4" 1*-0' POST SEE PLAN DECKIN PER FOUNDATION ARCH. PLAN i 1k 2x8 P.T. SOLE PLATE X w/ SOLE PLATE ANCHORS @ 481, O.C. DO NOT SCALE DIMENSIONS MOM STEMWALL & THESE DRAWINGS.IF A DIMENSION 6 FOOTING SEE UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR DETAIL 1/Sl.01. p CLASSIC FOOTING SCHEDULE AND NOTES \flr4 \\-RIM BOARD LAN NAME FLOOR ISTSJ SE PLAN H3-/ Jr DESIGN/DRAWN/CHECKED TYPE 2x8 P.T. LEDGER. BOTTOM BARS DEPTH WIDTH LENGTH F= CS BMB/LAIP it FASTEN TO STEMWALL -opt 3-#5 EA. WAY BOT. 29-Ow 2#-Opp F2.0 DATE it-opt w/ 5/s" THREADED ROD 4. 3-#5 EA. WAY BOT. 2)-60P 2p-60" F2.5 2-#5 08.09.16 it EPDXIED 4 MIN. @ 16 O.C. CONT. 3-#5 EA. WAY BOT. 0119 30-Ow S-O" F3.0 SCALE 4,Iq is 4-#5 EA. WAY BOT. _0#0 39-61p 3$-6" F3.5 AS NOTED FRONT PORCH 4-#5 EA. WAY BOT. -0" 4)-Opp 49-0" F4.0 LPA No. it 16 4-#5 EA. WAY BOT. 40-6m 4'-6" F4.5 TOLL-16-00521 7THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL NO. FOUNDATION. FOR GENEIRAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 3828 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SECTI ON SHEET A E I 2. FTGS. & FNID. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. .0 FILE COr"Y 3. SOIL COMPACT10N AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 V-O 1 \Ik-Vol 7 om7 m m ------------ S1.0 CU. V1.01 W1. r F I L Z4 PROCTOR IN ACCORDANCE NTH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12*$ HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.) SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and MONO SLAB FOOTING AT PORCHES, BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN LAYOUT PLAN AND 420 Osceola Avenue PERMANENT LATERAL W _'hz-SLAB ON GRADE, SLAB ON Jax. Beach, Florida 32250 SUPPORT DETAIL. 4 1 . 4 . - 2 4� GRADE Ph.242-0908 Fax.241-9557 L r EE PLAN. 41 FL:CA# 8344 SC:CA#3579 46 -411 SEE PLAN. GRADE OR CONIC. SLAB, SEE PLAN. \\f,R J. z \ �m #4 DOWEL TO MATCH VERT. N* SLAB ON W SLO:)ES TO DRAIN, SEE ARCH (SEE SHOWER PAN 4 #4 VERTICA DOWELS 0 24" O.C. STEMWALL REINFORCING GRADE— -4 STEMWALL SCHEDULE _ :r.. N 4" MIN. SLAB THICKNESS. 7/ 90" BEND INTO FTG. PLAN. MAINTAI UU SCHEDULE). w/ 6" HOOK INTO SEE PLAN I 00 CMU REINFORCING FOOTING. LAP VERT REINFORCING COURSES X 25" IF STEMWALL IS GREATER S OF j- 1 TO 6 #4 VERT. 0 48"O.C. Uj PO O'� 'q4 41; CIA, S1.01 CONTIN, OUS CONCRETE -1 00 4 ws P_ *-' f4 OR 10 STEM�ALL SEE I 7 TO 10 #4 VERT. @ 24"O.C. THAN ,,(.3)t COI)RS S. z n j L 3" CLEAR E I CONCRET FOOTIN 'O.C. CONT.11 FOOTING 11 TO 121 #4 VERT. 0 8' 1 STEMWALLS OVER 6 COURSES TO 1—STORYP w/,,�(,2)#5 CON yp 8"d x 16"w HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. C h r i s t o p h e r J S a bou rin P E REINF. BETWEEN EVERY OTHER 1 0"d x 20 w i 0"X20" FL PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. Ko"��SIONS DATE GARAGE STEM WALL STEMWALL FOOTING 2 FO ING SHOWER RECESS SCALE: 3/4" V-0" .�01 (IF REQUIRED) .�01 (IF REQUIRED) -�01 t RELD ALTERAm :N:� CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO STEP, SEE 7:j- BEING APPROVED BY LOU PONTIGO a ARCH. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR (4" MAX.) EQUAL TO SLAB THICKNESS. #3 B F,NT; BARS 0 713 @ SLAB RECESS Op OIL7,.., 18 w 2 0 TYPICAL WALL FRAMING LAP I'NTO ,SLAB ON GRADE. BRICK VENEER IS 4-— AND ANCHORAGE PERN,,, (WHE 15 GREATER ACCEPTABLE WITHOUT CONSTRUCTION SPECS. THAN 0 A WALL FRAMING INCREASE OF FOOTING v U WALL FRAMING SIZE. 24 MAX STEP I SLAB ON 1 DEEP SAWCUT w/ N)L A 3 ON, "GRADE,� 'A 2—# CONT. .4 -1�rAN < 0 4 GRADE, ELASTOMERIC SEALANT Uj STEP, SEE ARCH. PLAN. SLAB ON SE E PLAN. .4 Am— t SLAB ON 4, GRADE, -4 ol X `SEE PLAN. 00 GRADEP 00 41 SEE PLAN. 4 N OTES: I 1i I , _I . TE 1) PROVIDE OAWCUTS TC �C LU ' 2 \N APPROXIMATE 12' X ' �,4A�X. SQ. l000l, —7, X16" THICKENED 2) SAWCUT CONIC.' SLAB WITHIN 4 TO oo, 'OPTIONAL w/ 2—_ur_ :ONT." 12 HOURS OF PLACEMENT. F,J Q I 8"xl 6" 1—STORY, w/(2)#5 CONT. 2" FLAIR 1—STORY, w/(2)#5 CONT. 8%2 8"xj6"1 2 —STORY, w/(2)#5 CONT. 8 X1 W/(2)#5 CONT.� 8"X20 2—STORY, w/(2)#5 CONT. Uj TALL MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL BEARING AT INTERIOR 7 MONO. FOq'1 ING AT STEP—DOWN Lf) S1.0 S1.01 i SCALE: 3/4" 1'-0" S1.01 -�01 8 x8­PFZE—*C7AST'LI N TE Lf w/ 1—#5 FLOOD VENT,-----, SEE NOTES ABOVE JAMB REINF. MATCH DOOR �A4' NTH, SEE ARCH. RECESS SLAB ON 4 GRADE, 4. GRADE :11 1 EE SEE PLAN. 1=11 TI I 15111 PAVING misc BY BUILDER 1171 A CONCRETE STAND—OFF PAD TO 12"xl 2" 1#5 CON T. FFNIII"WING MATCH ARCHITECTURAL COLUMN WOOD POST ]DETAIL 1013 PER PLAN. E.J. DIMS. FOR BOX COL. W/#&�rl ! DETAILS MATERIAL SLAB ON HAIRPINS AT EA. CORNER & TYPICAL ANCHORAGE FLOOD VENT NOTES: '-`TOP PER CONST. SPECS. —A CLOSED TIE­AT q Z7 PAVERS BY SEE PLAN. THE BOTTOM OF EACH OPENING SHALL BE ONE F60'* T OR LESt* T/PAD = HOUSE' 'A ' ! Z _:7 FINISH FLOOR OTHERS ABOVE THE ADJACENT GROUND LEVEL. DO NOT SCALE DIMENSIONS ROM THESE DRAWINGS.IF A DMENSION 6 —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS THICKENED EDGE UNCLEAR REFER TO THE MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVEI) -0 DETAIL 10A ARCHITECTURAL DRAWINGS OR w/ 1—#5 CONT. RELIEF EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTA'-hC PLAN NAME CONCRETE FOOTING CLASSIC DESIGN/DRAWN/CHECKED (SEE PLAN) CS / BMB/LAP DATE �q THIC FLOOD VENT DETAIL PA�,po �T S KENED SLAB 08.09.16 Q �UMN SCALE Oil �JJ�j b­ SCALE: 3/4" V-0" SCALt�:"' ,Y14 1 'Tl�lr(y AS NOTED -�01 -�01 I\..�_o 1 LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FILE Cool, S1001 m X'40- SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW 316 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD* DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and Associates, Inc. DESIGNATES SINGLE PLY HEADER AND 41 JACK/KING STUDS NEEDED FOR 6S-1/1 SUPPORT HEADER, SEE DETAIL 10/SO.2. 420 Osceola Avenue BEAM OR TRUSS. SEE PLAN jax. Beach,Florida 32250 Ph. 242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 %4%' A307 DIAMETER FULL HEIGHT 000ploobnef"'te"400'NY0, X5 THREADED ROD. SEE DETAIL 12/SO.1 E 00* K'.00-, CL4 C4 Da A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR No.71461 TOP PLATE, SEE DETAIL 12/SO.1 OF A307 DIAMETER THREADED BOX COLUMN A - !Z ROD TERMINATES AT FIRST FLOOR % TOP PLATE. SEE DETAIL 12/S0.1 Olt SEE DETAIL 5/S1.1. 0 IR 10t nwatt % (TYPICAL) td �W ((2)�Xl 0-1/1� SIMPSON HTT5 SEE DETAIL 15/S0.1 10S Christopher j S a b o u r i n P E F L PE#71461 SEE 1/SO.2. SIMPSON DTT2Z SEE DETAIL15/S0.1 (3)2A SPE ----------t POST. (SIM) REVISKINS DATE SIMPSON LTT20B SEE DETAIL15/SO.1 LIJ "C�'4 V) X 12" LONG LIGHT GAUGE STRAP z LSTA1 2 FASTEN TO TOP PLATE AND STUD v- w WITH 5-10d COMMONS z 10 Uj _j N�l 0 r- < :R -X z X WALL STUD SCHEDULE 04 z > 0 Uj LOCATION PLATE STUD SIZE I IF-- e) HEIGHT m & SPACING < < SEE 1/SO.2. 9*-lo or_ EXTERIOR 2X4 SPF#2 0 16" O.C. �FIELD ALTERAMON L----------- < (SIM) MAX IL T- __U C) 16-1 2x6 SPF#2 0 16m O.C. 2c CONTRACTOR SHALL CONTACT LOU 0 EXTERIOR MAX 2x4 SPF#! 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO LL_ MAKING ANY STRUCTURAL FIELD 101-1 TO MODIFICATIONS WHICH MAY VARY r C� EXTERIOR 14'-0" 2X6 SPFf2 0 `16* O.C. FROM THE INTENT OF THE ORIGINAL I C) 0 400 101-W CONSTRUCTION DOCUMENTS.ANY r------1 "1, INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO w- BEING APPROVED BY LOU PONTIGO Et INTERIOR 12'-0" 2X6 SPF 0 16* D.C. 2E ASSOCIATES MAY RESULT IN Li MAX 2X4 SPF 0 12" O.C. ADDITIONAL ENGINEERING OR 1% LLJ INSPECTION FEES. < V) C4 T X 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE t?4 (3)2x6 POST DIRECTLY X < 2.) MINIMUM STUD SIZE AND SPACING ARE HOWN. 04 Ld �L BELOW PqST ABOVE. CONTRACTOR MAY INCREASE STUD SIZE TO�MEET ARCHITECTURAL REQUIREMENTS. X PRO\V) DE $OLID BLOCKING uj I I 04 /Do I 0 CANTILEVER 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z SEE 3/SO.1 FOR WITHI FLOOR SYSTEM. YELLOW PINE. (3)2x6 SPF#2 < BEAM CONN. (TYP) I w 11 1 %1 6z gco BEAM POST. L-------------<. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 0 CANTILEVER U 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS BEAM z 0 - TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. z TRUSS FG02 ABOVE V) 3 2 x 12 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT %L SHEARWALLS C(2)M-1/2 (A (2)2x6 SPF#2 (3)2x4 SPF#2 (2)2xl2 Z POST. POST. I NEL 6x6 SYP#2 HU210-2 1. EXTERIOR WALL SHEATHING SHALL BE POST SET DIRECTLY ONI I HU210-2 HANGER CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST STEMWALL BELOW W/ABU44. X TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING 04 HANGER SPLICE LOCATIONS FOR MULTI STORY CONDITIONS SEE DETAIL 2/SO.1 (TYPICAL) 2. SEE SHEET SO.0 FOR WALL SHEATHING X1 SPECIFICATIONS. Ali ('14 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN 7 7. DETAIL 1/SO.O X STRAP HEADER FASTEN TOP OF ,.WA,LL ,l 00 _j PER DETAIL 7/SO.1. /---7 1 PER DETAJk51/S0.1r X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 0 o) z 00 (D GENERAL NOTES V) X _j N _j I,) )ZX12 +1 - .(Z I j _1L < z 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. L 00� HU210-2 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD FN CAI HANGER SIZES AND SPACING. AT GIRDERS AND BEAMS, (2)2x6 STUDS PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER U210-2- (0 BELOW I X PLIES. 00 HANGER .. i / CONTINUOUS X 2. SEE SHEET SO.0 FOR ROOF AND FLOOR HEADER. IFJ 2 SHEATHING SPECIFICATIONS. 0 CID 2xl (2)2xl 7-4; 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE IVII PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Am H TOGETHER PER DETAIL 6/SO.O ((2)2xl 0-1 C(2)2xl 0- It 4. INSTALL SOLE PLATE ANCHORS PER DETAIL F% C(2)2x1 0 1/1 (2)2xl 0 ! L 1) Fiiiiiiiiimi 2 1 � i ASEE 3/SO.1 FOR CANTILEVER 6x6 SYP#2 POST SET DIRECTLY BEAM 2x6 SPIF#2 'FUL BEAM CONN. (TYP) 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM BEAM CONN. (TYP EELOW JACK STUDS ABOVE. SEE DETAIL 2/SO.1 (TYPICAL) ATTACHMENT PER DETAIL 5/SO.1 FROVIDE SOLID BLOCKING SEE 3/SO-1 FO HEIGHT STUDS 0 12 (2)2x6 POST DIRECTLY ON STEMWALL BELOW W/ABU44. 0 U 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT WITHIN FLOOR SYSTEM. TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL 0 A PLAN, SOLE PLATE ANCHOR SPACING SCHD FIRST LEVEL �VALL FrNj MING : CS18 STRAP w/ 10" I-Ott END LENGTH. FASTEN IST FLOOR SCALE: 1/4" 1 ALL EXTERIOR WALL 42" O.C. -1 Od. THIS END w/ 9 UNLESS OTHER NOTED z - FRAMING WALL FRAMING 1!J SHEARWALLS z 24" O.C. (SW &03"/6 PLAN I SOLE,PLT 0 1 _T_ WHEN NOTED ON PLAN SEE NOTE 2 NO NAILS REQUIRED 1. INSTALL SOLE PLATE ANCHORS PER DETAIL IN CLEAR SPAN FLOOR 3/1;0.0 TRUSSES 00 NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION 6 2. AN�,HOR SPACING SHALL BE AS NOTED. FOR UNCLEAR REFER TO THE �j z EXAMPLE - SOLE PLT 0 36" 36" wo ARCHITECTURAL DRAWINGS OR WALL FRAMING Ira F_ z ON.-CENTER SPACING Gj CS1 8 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CLASSIC w/ 9-10d. THIS END DESIGN/DRAWN/CHECKED C S BMB/LAP DATE 08.09.16 SCALE AS NOTED LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FILE COPY S191 SHEET 6 OF 9 N DAM =F -Oft (3)2x4 SPF02 Uj VL 3 1 FOR N (TyP) EL AI 16 F N ALE D EN K N F`0M 5) 5 P AD MEN IONS 0 OT SC 'L To THE ESE DRAWI GS. C e P UN RE C IT CT L WI�S OR AR=HDRA CONT CT THE E_O R IN,. SHEE SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Floor Truss Connector List Roof Truss Connector List 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. Manuf Product Qty Manuf Product Qty 3. FOR GMERAL DESM SPECIFICATIONS SEE SHEET = 4. WHEN USING (2)H2.5T CLIPS ON 1'/," IMDE LUMBER. PLACE CLIPS STRAP TRUSSES AND ROOF RAFTERS TO BEARING USP MSH422 4 USP JUS24 3 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Lou Pontiso and SCREW UNLESS OTHERWISE NOTED USP THD46 7 USP THD26 16 Associ ates, Inc. USP THD26-2 1 TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach,Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 2x4 BLOCKIN137' BETWEEN TRUSSES 10 SO.1 JI I F01 1241 5111 EN XI<;r z z 7- t C�4 F03 0 THD26 /FO2 W ME 2x6 RAFTERS TAILS i 3 SEE DETAIL 6/SO.2. y STATE OF OSBI LOCKJNG, I y *%A- T26 F02 F03: P SEE- 01 NEL;" 4OR10t-- U E ul IJ_ IDETAIL" S0.11. ECTLY F03 STUD DIR r7mmT 02 P BELOW TRUSS TOP PLATE TO M 431 T26 600 SDWC15600 STUD SDWC15600 5 Christopher ) stabourin PE LJ F03 THD�6 T26 1.0 FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC F 2 F03 IT'Ht)26 T25 E TISIONS DA '*��NO STRUCTURAL SHED Rafter to Top Plate shown ROOF BRACKET NEEDED. Truss to Top Plate similar F�12 Fn_ TH026 (TYPICAL) 143 Optimal 22)� F02 =03 0 ITHD26 SHEA�H UPPER WALL 0, T27 HRU LOWER ROOF TO BEAM BELOW. 30' F02 f03 D26 T27 I — FIELD A N CONTRACTOR SHALL CONTACT LOU F02 3 D26 STUD DIRECTLY PONTIGO EI ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD X"Max MODIFICATIONS WHICH MAY VARY 2 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY L————————— FIELD ALTERNATIONS MADE PRIOR TO I�xl f i't 1 11 V F02 777�11 D26 (2)HTS1 6 SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN I I LL STUD SDWC15600 ADDITIONAL ENGINEERING OR 2 _TSI'1� H FG02 -747_;111 i I A 5,91 Z I F1 4 i4 7 IF-117 Z Oq Z__-1 7 1 1,.7 1 1, to to C)6 IT V_ IT-, M i L 1 1. Sloped-roof rafters may be sloped up to and including LL-- - - - - - - ol LL a 12:12 pitch and must be 'birdsmouth" cut. ILL 2. Reference detail 4 for installation instructions. > C4 C14 C4 PORCH CEILING AT SIMPSON SDWC INSTALLATION RANGE 00 C0 V) C) BOTTOM CHORD OF LL ILL MSH422 F12 < TRUSS SEE 2/S0.1. 0 IAVI SHEATH UPPER W LL v THRU LOWER ROOF < WALL LU B LOW. > X SHEATH WALL (2)HTS1 6, 2 THRU LOW ROOF u LLJ TO WALL BELOW Lr) Ul) L0 U') U') 1) CID Ul) :,il L0 Lr) Lr) 10 Lr) 41) Lr) Lr) (0 a 0 C:) 0 0 0 `_j I ,, Irl- T- V_ V_ T_ V_ T- V- V_ V_ V_ U_ 4- Ij- LL LL STUD NOT DIREC1 .1 - , BELOW TRUSS LL ILL LL LL - LL U_ LL 111- U_ LL LL PORCH CEILING AT BOTTOM CHORD OF T SDWC1560) TRUSS SEE 2/S0.1. co ' f2 , T- SO.1 Uj 1191% Reference detail 2a for installation angle limit 0 PH R, V) z z jWEf5E2zCM I z lu Z Z-L&--Z LY Z I It, z z X77 77 7 7= PN6-=Y eaj,� Z AJ Z Z n Z Z Id Z Z LX /I Z. SDWC INSTALLATION 4- 0.� Rafter to Top Plate shown SO.1 SO.1 2x6 LEDGER INSTALL (Truss to Top Plate similar) OVER SHEATHING. FASTEN W/ 5-0.131 x3 0 16 STUD NOT DIRECTq BELOW TRUSS Do not install SDWC in hatched area SDWC15600 it 1 1/2- MIN Overhan 2" MAX 4 SDWC INSTALLATION RANGE Ti FLOOR AND ROOF To' 1SS Rafter or Truss PLACEMENT ' C P X** minimum edge FLOO R, AND R60 TRUSS EMENT PLAN distance for full values (with or --- SCALE: 1/4' 1"-0" Splice may be in upper or PLAN without a plate A lower plate splice) �J J-J 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR X" from top plate CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME CLASSIC DESIGN/DRAWN/CHECKED CS BMB/LAP DATE SDWC AT TOP PLATE SPLICE 08.09.16 SCALE AS NOTED LPA No. f TOLL-16-00521 CONTROL No. 3828 S EET FILE COPY S102 i 7 Oeool�r 7 00,. -;T2 SHEET 7 OF 9 lit SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SV. 31L_� SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 10/SO.?- 420 Osceola Avenue BEAM OR TRUSS. SEE PLAN jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA,# 8344 SC:CA#3579 Is A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/S0.1 ERJ. zzz A307 DIAMETER FULL HEIGHT X5 THREADED ROD. SEE DETAIL 12/S0.1 EN4� W A307 DIAMETER THREADED No.71 1 C14 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 SHEATH UPPER WALL DOWN TO TRUSS PER 7B/SO.2 (SIM) A307 DIAMETER THREADED OF A% ROD TERMINATES AT FIRST FLOOR J, (95 TOP PLATE, SEE DETAIL 12/SO.1 OR Olt a n so** N MIMI, SIMPSON HTT5 SEE DETAIL 15/S0.1 08- 10S_1 /17) Christopher J Sabou rin P E ICS1 8 1C 3)11 US 00 00 00 1b N1b SIMPSON DTT2Z SEE DETAIL15/SO.1 V V) (2)2x6 SPF#2 rmiTE 17-90NS DATi CST. STRAP TO SIMPSON L1720B SEE DETAIL15/S0.1 POST BELOW _j WITH 1-CS18. _j < 0 12* LONG LIGHT GAUGE STRAP 31. V) LSTA12 FASTEN TO TOP PLATE AND STUD T01 ABOVE WITH 5-10d COMMONS RUS z Is; Is- WALL STUD SCHEDULE V) .1 < Ld Is (2)2x6 SPF#2 0- PLATE STUD SIZE LL_ LOCATION POST. STRAP TO HEIGHT & SPACING CS1 2x4 SPF#2 0 16m D.C. FIELD ALTERAMON V) -N, POST BELOW EXTERIOR MAX 0 WITH 1-CS18. 0e) I- _j C:) 10'-1 2x6 SPF#2 0 16- D.C. CONTRACTOR SHALL CONTACT LOU X _j EXTERIOR PONTIGO a ASSOCIATES PRIOR TO 04 tn�4_ MAX 2x4 SPF#2 0 12m O.C. MAKING ANY STRUCTURAL FIELD 10,_1 TO MODIFICATIONS WHICH MAY VARY 4 EXTERIOR 2x6 SPF#2 0 16" O.C. -CS18 1�� 14!-0* FROM THE INTENT OF THE ORIGINAL �� -�1 SHEATH UPPER WALL DOWN TO 101-0" CONSTRUCTION DOCUMENTS.ANY L TRUSS PER 7B/SO.2 (SIM) INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO L BEING APPROVED BY LOU PONTIGO Et 8 INTERIOR 12'-0" 2x6 SPF#2 0 16" D.C. jx ASSOCIATES MAY RESULT IN V) MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 0 X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. _j CONTRACTOR MAY INCREASE STUD SIZE TO MEET _j Lj M ARCHITECTURAL REQUIREMENTS. L----:J L > CS18- 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z CS1 8 z YELLOW PINE. 0 S EATH UPPER WALL, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD T RU LOWER ROOF TO TX B AM BELOW. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS N - % TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. V) CS1 8 X % 04 -CS18 X X MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEMWALLS Uj CS1 8 0 BO FjSTUD CS1 8 COMBINED USE PANEL NOTES WHERE NOTED. SEE DETAIL CS1 8 (3 2XI F#2 -CS18 AT BOTTOM RIGHT OF PAGE. 11 3.1 POST. P TO a- 0 C14 1. EXTERIOR WALL SHEATHING SHALL BE < _j - CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST of U-1 0 Pow- LO TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING X m V) SPLICE LOCATIIONS FOR MULTI STORY CONDITIONS 04 S18. V) V) 0 SHEATH UPPER WALL lilt, CS1 8 __j V) r- z 8 < 2. SEE SHEET SO.0 FOR WALL SHEATHING THRU LOWER ROOF TO Z D _j SPECIFICATIONS. WALL BELOW. w > X < If. (N F� F� 4< V 0 3. UPPER MOST TOP PLATE SU 00 i C14 z 0 Li MEMBERS SHALL BE STRAPPED AS SHOWN IN < LIJ F- n DETAIL 1/SO.O n > -Jw Z _j Uj C14 4 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0 A� I (2)2x6 SPF#2 0.1 03. 3/SO.O POST. STRAP TO 0'. POST BELOW CS1 8 GENERAL NOTES NTH 1-CS18. Ovi TRUSS T1 4 AB I I L 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 77 ! SEE WALL STUD SCHEDULE THIS SHEET FOR STUD rL-4 1r_0 4 _41 8 SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. U) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 0 SHEATH WALL SHEATHING SPECIFICATIONS. 00 1 ;, 00 THRU LOW ROOF V) 0 1 .3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE 0 0 .. 11 (3)2110-2/2 TO WALL BELOW r-CS18 ICS1 8 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 00 00 10S-1/1 V_ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 10S_1 0 3/SO.O ((2)2 2x6 SIPF#2 FULL -RAP HEADER S 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 HEIGHT !S'RIDS 0 12" O.C. P R DETAIL 7/S0.1. U 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS I'd C -18 STRAPPING DETAIL S CS18 STRAP w/ 10" END LENGTH. FASTEN 2nd FLOOR THIS END W/ 9-10d. z FDNAMING WALL FRAMING PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES DO NOT SCALE DIMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE w ARCHITECTURAL DRAWING SOR WALL FRAMING z CONTACT THE E.O.R. CS18 STRAP PLAN NAME END LENGTH. FASTEN r CLASSIC W/ 10" THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS BM B/LAP EU)ND ING PIAN S LEVEL WALL FRAM DATE �:SCALE- i/4" V-0" 08.09.16 SCALE AS NOTED LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FILE CO3F S;1 3 SHEET 8 OF 9 ) L) HTR 13M .J1 IL CH VIL= LLJ W 'EAST SIR L"I LOU U > UCX'4 rwo C C,4 4 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES- 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 4. WH EN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SO CA#3579 NkER is 49 N�D 40�\G E N No.714 2x6 RAFTERS TAILS -10 OF -q- SEE DE AIL 6/S0.2.. 6 Q % C, ft QIR to SO.2 R STUD DIRECTLY 0*1111 14fo 00% TOP PLATE TO BELOW TRUSS SDWC1560 STUD SDWC15600 Christopher J Sabou rin P E ILI FL PE#71461 JA L0 (0 15R tc<o iR I TRUSS TIE DOWN WITH SIMPSON SDWC �E _SIONS DA3*)III, J02 1!Me) Rafter to Top Plate shown Truss to Top Plate similar HTS1 6— Optimal 22)� LZ %-1 11 1 V T01 10, J/ I A 39 FIELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO 2x6 RAFTERS TAILS IF V I BELOW LRUSS MArJNG ANY STRUCTURAL REM SEE DETAIL 6/SO.2. MODIFICATIONS WHICH MAY VARY h*Max FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO ^6 of SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN -\< _/_/ 17 ADDITIONAL ENGINEERING OR �,�.2 /r05 I STUD SDWC15600 INSPECTION FEES. 2x4 DORMER WALL. IFT 1[git 1. Sloped—roof rafters may be sloped up to and including po� I I-: �� M_ III . a 12:12 pitch and must be "birdsmouth* cut. FASTEN TOP & BOTTOM 2 6 RAFTERS TAILS W/ SDWC15600 SCREWS_�_� X LL==jrp6 ��_?-j L E DETAIL 6 SO.2. @ 24" 0.C. z < T07 HTS1 6 (2)2x4 BLOCKING 0 24 CIO L0 T07 BELOW DORMER WALL w/ 2 10 2 2 > > > 4-10D TOENAILS EA END. LU D25 F_ EIR ELD E L OF THD26 2x6 RAFTERS TAILS TOE > o SEE DETAIL 6/SO.2. n1ID26 10 SO.1oo, z L ool, TI) .11 -_=000 TH STUD NOT DIRECT "I. BELOW T q SDWC15600 LIJ HQR Reference detail 2a for installation angle limit .j J1 V) SDWC INSTALLATION T14-11 ......................... Rafter to Top Plate shown H TS1 6--` (Truss to Top Plate similar) i. r j=:;=+-' -�I 71 J02 LLJ J02' Z CC CC CC (C 1CM C C C 7 STUD NOT DIRECTLY 3' NIL BELOW TRUSS LZ &,X Nir N./ co IF LL I Fiiiiiiiiiiii :2 t iv Do not install SDWC in hatched area (2)H 16 0 0 6 2x6 RAFTERS TA LS TRUSS'! /',,RO()F RAFTER NOTES: STRAPPING NOTES SO.21. SDWC15600 /SO.2. SEE DETAIL 6 MIN St�AP T USSES AND ROOF RAFTERS TO BEARING �111 1/2 verhan WI TH 2— 2D TOENAILS & 1—SIMPSON SDWC15600 2- MAX SCREW LESS OTHERWISE NOTED d J SDWC INSTALLATION RANGE TDI ISS PLACEMENT Rafter or Truss V minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM j THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR W from top plate CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY ?LAN NAME BELOW TRUSS CLASSIC S`-P CEMENT-�PLA14� LA DESIGN/DRAWN/CHECKED DATE 08.09.16 SDWC AT TOP PLATE SPLICE SCA LE AS NOTED i:F FEl i:��7--2� LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FILE C(),,,,.P�11,1 J, Ar S104 SHEET 9 OF 9 coo J02 ' 0 FIELD ks