Loading...
1684 ATLANTIC BEACH DR - STR. DRAWINGSI I I ! ,, - I I I I I . �, � � " �,��'; t["! 7 1 i . - ­,i"I'l " ,,, , I � . , � - �­ � � I I , ,,, , , ,�,�,, 1, ,� i �,,�i I �1, � , � z 11 �', i� �� ji�, 1, 7 , , I - I I � i, " i" ,! P, , � , ,�,�� I i � I , , i I 4��'- �! � � , �� -, ,, ! ��- ;-,, � ,,��, � � I I , � i I I ! i 4 " I I I . I I ,� , q'i"', , " I , I 1 �: , , , I -,, 11 ,, 1 I - , � .; � �� �; ,,;, � � , . I i i , �n�­ � " : � � � � �, � , I I i � , 1'� i , :1, � - �'4� � �_�i,�,,� � � I I I I 1. , 1 , j ; - li � :,� I � � � � I � � � I ,�', " I " -1 7 1 1 1 1 1 1 - . T ;i ;,, I I '. ,�, "i, �­ `: i �,,, , " � , ! � � , ,�� - �,j . I I - , � �, � ,!, �, 0 ,,, : . - � " , i � . . I I I21!aAL HEADER NAILING I I 0 � I I � :, �,, � I � � � ��, 1, I " I '� :ii��ij� : , � I I � �j I 1�,��'�,i�,�,,,,�, DESIGN SPECIFICATIONS USP CONNEC ORS OW I TYPICAL QOU_ffi_j_­T_02_____1 ­� , , �, � : I I � � , � - ",,,`� I . O_131X3" TO�E�NAILS - WINDOW SILL SCHEDULF- � I (I , �i� - . I I I �11. - - . I IPLATE SPLICF - - I . I , .; �,il -k -.!I"-,�v,��I,.., I � I ,� I ��,.� 'i I i C� 11 hd L � ,,`,'�,"',I�,,J - I � I I I -11 � li, - ", � " � i I ) � 11 �,�11 - �, ,�j �` - I . I I � T �� � �:�; � � � I I 1 �� 1"'J- DE -, -­ I i i , I D��i�,,��,j.��,'11i!i,� I . , I I , I � I ,� 11 �, -,. 2b e - , , �,% ! �:. � " "' I , ,,�Mp,.INQ CODE - RESIDENTIAL " , i �;- ; " , I � , i , � � " !��, ��,j � � ­ "I 16­1� 1 1, - ) � I .� - ,�; ' 1 1�',' NE,Y 'ER THE DATE OF THE ORIGINAL PLANS, � � i � , ! - � �, I ' D I , \40 o � EAR AFT � ; � � i I 1 � t;, I �," I I � I - �11 AINS"HAiVt. 13EEN REVIEWED FOR CODE COMPLIANCE. � . � , 11 U " 11� " I I � : I , I I . L , I I ,j,��: " : ,� ',,q � 7�,� ;�7, , � � , , - t , P � , 11 I , I "'I �,,� I 11 I � � , I � I 11 �, N i ' � : k 'tUAL AND UNIFORM . I 1, b I ,LIADS C L 1. ROOF FLOOR I I I - I -1- - i­ROQF LOADI NG;,,,,, �� :- � � (cd=1.25) (cd=1.00) � � ,­ t� � - � 20 psf 40 psf � I I I ; �', TOP CHORD � LIVE LOAD I I ,� I - 'DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf I I , CO 1 r) f COMPONENTS & CLADDING TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) I a' = 4'- 6 " 10 +25.6 -27.7 +25.6 -34.2 1 50 +22.9 -25.0 I +22.9 -28.8 - - 100 1 +21.8 -23.9 � +21.8 -26.6 -_ GARAGE DO&R PRESSURES (PSF 1 CAR 0 ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIN HAVE BEEN REDUCE BY 0.60 AS PERMITTED By THE ALLOW SIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED . COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN N_ -TABLE ABOVE. 4 LINEAR INTERPOLATION IS PERMISSIBLE. 0 D MINUS = SUCTION. . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFJSUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 4_9� 4-2,k- � I _1 a I I - I ­ 1 -1 __ to I I t- 424- DENOTES EDGE STRIP. r-- SEE C & C CHART I I ABOVE FOR 'a' DIMENS10N I I .1 �. I -_ . -F -1 -_ --:] -'r �a _f �a GARAGE +22.9 DOOR - 28.8 (8'x7') RAISED I A HEADER I nr 2 CAR I GARAGE +2 -8 DOOR - 23.9 (1 6'x7') USP MSTA36 2065 2065 (13)10d UPLIFT I TYPICAL STUD NAILINQ, ZAb, ZX8 = �b) NAILS I 11 U.006 IIJE F-L-Mi.6 1313WUL6 I IN. SPLICE LE TH OR F STENERS FL# CODE 2x1O, 2x12 = (7) NAILS - FASTEN ALL TOP PLATES ��O('1'6M) 0.131 xY NAI SYP SPF I 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS ED � (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 0 12" O.C. STAGG F 450 450 (9)10dxl'/," -, - (3) 0 2x6, - - USP RT7 585 495 (5)8d RA. END . (4) 0 2x8. _j - SYP#2 r�l I USP RT8A 1 775 � 650 (5)10dx11/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i 6 - "MAX. USP MTW12 1195 860 (7)10611/2" EA. END Fl. _USE SPF#2 OR BETTER FOR - SEE SPECIFICATIONS. � USP HTW20 1450 1245 (12)1Odx1'/2" EA. END ALL WALL STUDS.. _ - SEE 5/SO.O. - I I I � I � I A �� ��\l - I A 1.11 � - ­_ ­ I—- ___ ­ - - � T L / r .11 III IT I . I I � I I ­ I I I I I I � I I . : I . I I 11 I � � I � I � � i I i : � I : I ! , i I . i I i I I I TO 20 psf JILE SHINGLES) ps 0 psf BOTTOM CHORD LIVE LOAD 1 0 psf 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR.FRAMING: LIVE LOAD L/360 & TOTAL L 0.75" MAX ANY CASE I 0 ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIN HAVE BEEN REDUCE BY 0.60 AS PERMITTED By THE ALLOW SIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED . COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN N_ -TABLE ABOVE. 4 LINEAR INTERPOLATION IS PERMISSIBLE. 0 D MINUS = SUCTION. . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFJSUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 4_9� 4-2,k- � I _1 a I I - I ­ 1 -1 __ to I I t- 424- DENOTES EDGE STRIP. r-- SEE C & C CHART I I ABOVE FOR 'a' DIMENS10N I I .1 �. I -_ . -F -1 -_ --:] -'r �a _f �a � - I - ��)­ - ­­ F___ Z. UZ,r 3Trff2 rum ALL IUr- ATES. 3. USE SYP#2 FOR ALL 4� ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE � FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS �j . r- 1 - LMALLL- D SIZE V E. � RAISED I A HEADER I nr KI - " I _mzl I I I I I I I L - - - PERMANENT TRUSS BRACING BY OTHER. - FULL HEIGHT ANCHOR AT INTERIOR WALLS \-TYPICALLY %" FULL HEIGHT THREADED � RODS 0 6'-O" O.C. . BLOCKING ONLY REQUIRED I AT SHEARWALLS AND-\ STUCCO FINISH. � 16d COMMONS I 0 8" O. C _\ I L /_7,_0t_v%.,r\11-4U Vol - _\ REQUIRED IF SHEARWALL. - - - - - -1 I I 11 I I 11 I - I I I - - - - - J WER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS__ : 0 12" 0. C. __� : I � � TYPICAL SOLE � I PLATE NAILLba- : I 0.131x3" TOE NAILS: (3) 0 2x4, (4) 0 2x6, 1 (5) 0 2x8. I . PT. SYP#2 SOLE PLATE. A , . I A . .... .. WALL SHEATHING - ,a, 11 ... ': ;. ' .� , - � SEE DETAIL 1/SO.1 � . . .:. .. 4 ., - , - � - * .� _ ,,,.:., ., * *0.,a - .: I , . , FOR SPLICING - .� OPTIONS. \ \ 0 11 11 11 � __ USP MSTA36 2065 2065 (13)10d EA. END 1105 1105 '/2"O RDD TO FTG. USP JUS28 1305 1305 (6)1 Od TO HEADER USP HTT16 4290 4290 5/8 " 0 ROD TO FTG. A g-7 � - iL USP HTT22 5370 5370 5/, " 0 ROD TO FTG. I WIND LOADING: I - WI TH A ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS ALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED wl DEAD LOAD. - - - - - BASIC WIND SPEED (ASCE 7-10) - - - - - 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 20.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/12 I , I I BUILDING I 'CATEGORY - - - - - - - - - - - - - - - - 11 � 11 'EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - - ENCLOSED I I INTERNAC PRESSURE COEFFICIENT I- I I �., I I - I 2535 5/,, " 0 R3D w/ (12)16d 2535 5/, " 0 ROD w/ (1 2)16d USP MSTAM24 1545 1455 (5)'/,",2-'/, I I I TAPCONS � SIMPSON CONN 7__CTORS __�' -L-SYP#2 . UPLIFT � , FL# CODE SYP - SPF INTERIOR BEARIN AND O.C. SPACING. CON11NUOUS BLOCKING WITHIN FLOOR S�STEM WHERE POST IS ABO A35 450 450 1 2-8dxl ','2 " 10446.4 H2.5T 600 520 - 5-8d EA END 11478.3 HTS1 6 1150 1085 16-10d EA. END 10456.6 MTS1 2 1000 860 7-1OdX1T2" - EA. END - 10456.3 .� * � _____ 7 1 T .,.* .. � , . . . , I . I. . . .4 1 ,' - '. � `, � I . � 1. - HTS20 1450 1245 24 -10dxll/2" EA. END 13872.3 I � I I - . 11 , � I I , ,MATERIAL SPECIFICATIONS 11 . - I . I I � MSTA24 1765 1270 9 10d EA. END 13872.4 CZP'P Q1 AM MSTA36 2050 1870 13-10d EA END 138728 SYP#2 DBL. r HEADER, FTOP PLATE. PER PLAN. - - �, - - I I I - I i I - -1 , 11 F___ -:-.I- =1 RAISED I A HEADER I nr --- F___ W__ A , 1(1)A35 + (4)12d TOE NAILS I 11 11 � __ I I 1, I i, . . __ -i I �___ -, C �ARCHED ' T RAN , � P 0 TI OPTION S SEE RIGHT. I ' ' WINDOW SILL SEE I SCHEDULE FOR I SILL SIZE AND i I �- EACH END. , FASTENED w/ 3-0.131"x3" ________ I I � - � - A El .. � I-___ HEADER I I EA. END TYPICAL. .1 11 ..' 41,::1, .,- . , . � .. � , H , � � . t. i � , , , � _1 .11, � �_, T. . . ,- . � � F ". � � .� . I � I 1- � , .� I � " I . I .. �. ,, - * - -FOUNDATION, EE PLAN j � � I.:, . - 1� , I f 4'-O" IN G MINIMUM END OPENING OR SILL PLATES 4 4!-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 - (5)12d TOE NAILS 4 8'- 4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 14 12'-0"I ()2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS . .491111.-_ t�,, ­`toh. - � / oox v , 4R k, ' , 4 � � ,O � J, 49 ":�,, � AT TWO STORY CONDITIONS, �6), 0 "- I WINDOW SILL SEE CKING �,-- �� � ..-- \C, E N 0% 0, 11� �� 1 4; . ,0 , "t V P* f.�,��. �-` � ** WITHIN FLOOR SYSTEM AT ALL " * I _� #- i 6 C) UPPER LEVEL POSTS & JACK :: C3 07 : 0 1 - .i STUDS. E : � No. 7) 1 %: (ZN . I I z . = tn = * : 1 * - - . * � C;� = ! = I SDWC15600 SCREW = '. ! : - r- - SEE 8/SO.O. S5 . S T IF : R: - , , .-O 0. '. s ,= � , ,.O,,.�.. �Tj . 4��- ��- -1 J� 0 % _ I - .* 5i, o �� ��.. X, ,,, .. I ,-�, 4, !Q I �e�, �4 4* .N kF I I . I I A �1 I I � � A I I I . , ... . . . '. . ;,"""', �Sj , , 1%1, , 11 . . "I -- � 777-r', .0 :. � 11 I � . _L . 00 . , . � I I f -, �. . I I - N "I'll' , 4 .� , .. �� ".... ,� . , �.. . � � . I � - . �, � . .�� , , . . ,� . __� ., ... � - ., w � tit,of ': , 1: .. - � . .: � � ` I 4_ , . 1. �, � �,I: a _ . � ,,,� I., , ,_, � . � .. , , v � "I., � r a, .1) �� . _ I - . . 'T I 41 1101 I I_� Christ� her I s a 1, - ; D I� I _� t I I I I . . . WALL FRAMING AT I MAX- - MIN � . v - � �� i � I I � r____ 7 WALL FRAMI SOLE PLAT[ I ! TO TRUSS/BEAM FLOOR SHEATHING," � -- i I I -_ --A 18-16d I � FROM SOLE I i FIL PE#71461 � HARDWARE AND ANCHORS: HTT4 3480 3080 - 11496.2 ad @ 3" 1 1 SEE SPECIFICATIONIS. I PLATE CHANGE CONDITION RAISED HEADER CONDITI* � SEE SCHEDULE : I SHALL BE IN ACCORDANCE WITH PLATE BREAK I I I � ANCHOR gBOLTS,& THREADED ROD: [NOT ACTUAL PLAN] Ialr_ t -a -r- -_ - 1- 5/, " 0 ROD TO FTG. I I I IF I I , \ I i I ASTM'k 307 OR ASTM F 1554 GRADE 36. ­ - - ­_ � 111­1� I BUILDER MAY CHOOSE FItHER THE DROPPED I � I I I I I 32-16d TO TRUSS/BEAM I HEADER CONDITION OR R*ISED HEADER COND � WALL FRAMING AT - '� � I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 - 11496.2 I I � I'll I � , ITION, � i 1"O' REVISIONS -_ DATE � . NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. - 1 1-5/,, " 0 MD TO FTG. I . �� . I I I I/ �2 TYPICAL WALL FRAMING ,� � NDITION I .METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO "I j � LUS28 930 780 6-10d TO HEADER 10655.113 1 '. I I I I � I � � ," � I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSs T I I i � ! I - I I , 2' 1 1 ; � I I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I -1 �� I I I ,.� � I I 111� �_O i I i . I I , I I ! - i � I I BE 1/4 " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROZ�EDURES, OR I I I I � DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL 14-16d 10 HEADER - - SOLE PI_Af� ANCHOR � I I SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 905 785 - .36 L - - - �._ __J ,�,.� - I _j , Q& HOLD DOWN. i i; R, 6-16d TO JOIST - I , 11�", I I i GER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. � LA FORMING THE WORK OR FOR -THE FAILURE FOR ANY OF HU410 10531 L_ - - -, _, � i I (U. 0. N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT I SYP#2 DBL. "L SEE 1/SO.1.-//" I ; � ABU44 2200 5/,,"o ROD EPDXIED 6' MIN 10849.6 SEE 5/SO 0. 2,Y4'! -------- �' "' I i ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS TOP PLATE. � - " ��� WASHERPUSHED ' � 4 I ; . DOCUMENTS. . 1 -17 BUTT J0 \1 � I � I I - �� I i (DUAL CARTRIDGE INSTALLATION ONLY): 2300 5/,"O ROO EPDXIED 6" MIN 10849.6 1 � ABU66 I . � 3x3xY4" SLOTTED , - I I � - � �� � D LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIUTIES: I BLOCKING ONLY REQUIRED -i 2,Y47"' I " �,���� � SET N/A N/A SIMPSON EPDXY-TIE 11506.4 , I IREINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE - I AT SHEARWALLS- AND ! . �� i I - i I i � // To OUTSIDE - ! � j 1 : . I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, - I STUCCO I FINISH. _A�_L­ li 11 - _,)i i I 10-16d 10 STUD/BEAM/POST hi SEE DETAIL 1/SO.1 A � � � : r FIELD ALTERATION WELDED WIRE 'FABRIC (WWF): SHALL BE ASTM A185.' I WALL SHEATHING � E I I " - WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208 1675 1675 96.3 I FOR SPLICING I I PLAN VIEW ; LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"O ROD TO FTG. I I � OPTIONS. � RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU I , . I d B OF � F TRUSSES, FLOOR FRAMING NOT I � I � SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROO I LSTA1 2 1 805 1 695 10-10d 13872.5 FULL HEIGHT l! I I [��1, 2" 1)V I SHEATHING. \ - SEE GENERAL NOTES. PONTIGO & ASSOCIATES PRIOR TO i ,� DU'LUS'(E)1rKOksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY I . . . . . / -_ MAKING ANY STRUCTURAL FIELD i I I MO � ; ',��. �:, I ' SYP#2 / � I i � 1 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d � 10852.1 I PT. : MODIFICATIONS WHICH MAY VARY � " 11 I I I I I I � I I I EPDXIED 4" OR )/2"Ox6" IAX MIN. � .. I I TO BE I "I SILL PI ATE i EXAMPLE OF PANEL FROM THE INTENT OF THE ORIGINAL . SIMPSON TITEN HD. , i . . . . . CONSTRUCTION DOCUMENTS. ANY I i I I 51_ � , � I v / - , , * , , , , , , , , , , , '' , I � � , , " , i I , - I I 1'� , - � I � 7 1 - __1 � I I GENERAL NOTES Et CON TRUCTION SPECIFICATIONS I INTERIOR BEARING SOLE OLATIE BREAK LOCKING .. FIELD ALTERNATIONS MADE PRIOR TO ;; � I I il I � t WHERE REQUIRED BY_�-�' . . . - . BEING1 APPROVED BY LOU PONTIGO & i I TOP PLATE. � I � -WALLL_SEE SCHEDULE SECTION MEW I! NOTES. . - ASSOCIATES MAY RESULT IN ! I I FOR STUD SIZE � , . . . I I I I i . I . . I i i ADDITIONAL ENGINEERING OR I EL LaEWMAmn I . AND O.C. SPACING. 1, : . .. . � I I I I � INSPECTION FEES. i LYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I I., WALL SHEATHING TO , ! i . . ,_-h . . . . I . . . . I .. .. I. - - - .. . I � , I � "� i . . . . . . .. . . : I I ,� I I I � � � SOLE P : .... . . . . . . ! I I I I � I CHOIR SCHEDULE ! NAIL SPACING AT . . I I ,: _�� . . i ROOF SHEATHING: InF0,11FICATIONS: I I- 'I RTED I . RAISE Y8" FROM EXT. WALL SHEARWALLS - i SUPPO EDGES, . . . ! ILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE E NAIL SPACING TO 4" O.C. THIN 4'-O" OF ROOF EDGE). SEE DETAILS . i SEE DETAILS ANCHOR MENT EDGE , i , * � I i 211RQa- MIN. 7 W 8d @ 3" `,Ill, BOTTOM OF SOLE SPACING SPACING I GENERAL l� NOTES . . � � ,/,,,", 24/16, YWOOD SHEATHING, NA - - SPEC. __ DEPTH DISTANCE � . . . I . I � A� 3x3xO.229" 4 11 2,Y4' I I : , ; ; - I '[- - 11 1� ' . I ! TILE M � IN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING,, _% I . i . I �, I �, 1� z NAILED w/ -0.11,3x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF OOF EDGE). _�� $1.01 -1 � ON S1.01 �� FASTEN 42" 24" 1 )_ . I I I 11 , I , I F - I , F - - - -1 w/8d 0 3" O.C. �_ - , EXAMPLE OF UNSUPPORTED ; � I I 11 I -Z �__, ri h*04" TITEN HD 42" 24" 3x3xO.229" � 2 � I . � : � 11 � 1, I I I I I'll I I - . ;� I . I I 11 - = _Y4. -11 . - - 7 z � MEIAL - MIN. 1/2�', 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x&'-��RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). I . . .. r'. .', * -4 'I- . . � �... I (UNBLOCKED) PANEL EDGE--_ �A� I , I I _ H - -.1 -�,-- :,.,. . ..� �11 I �__ . � I : " --- 4 - I ;1� I ... I , . . I I � I . _� I I - - I , :1 I NOTES: (TYPICAL). � I , : 4 � , .., . - . . 'Il- I * * , , * � U 4 �` , - i . I : � , , , I I I I . � " ., A- - - I A� ENT TO ! . . I I I 1�' ��, WALL SHEATHING sPEOMAM115- I ..�-._. .: I .. I � 0 :i I - .�_,t_ , 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRULTURAL 1 SHEATHING, FASTENED w/ ad @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P -ATE TO UPPER TOP PLATE. I � �I � -, 4.� - � .. I . . 1. I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJ C , I I FLEXIBLE FINISH MIN. L T * BREAKS AND KING STUDS. a, NAILING T �-� I FLEX18LE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I L - - - - - - - - - _�L_ - - - i - - - - - - - - j I I " 0 INTERMEDIATE . . ! I I i STUCCO FINISH -MIN. I/.", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ ad @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHAL11- BE� EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. - �, 1 2. WASHERS SHALL BE SLOTTED. SUPPORTIS 6" : O.C. MAX_-'. ROOF � V) I � * I ! ! i I 1- I ,� I 11 A i TRUSSES, OR I i MASONRY'SPE 1EICAILONSaL - SING e� MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)1,- PLATE WASHER, A 3"X3'X'/." W I ,, "O' ROUND i (UON). r -r -r � FLOOR JOISTS. < W i IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF ) -1 ) MASONRY HAS BEEN DESIGNED 11,� � , - 1_,�14` , , , I i ' I I � " , -, _,��, I'll STEEL WASHER MAY BE USED. I I I V) Uj n 'SHALL� CONFORM TO ASTM,:,' , -, _'�' ,� � I li ��',Aqwqwt SLUMP. _16� �,'_ -_ _­ � , I I C�,7P, AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. I �_­ 1�,11_,4 ,��, I I , 440�r z� 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" I - "I I � , � 1, I �� - '� , I �, .... I ,,, ONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. � 11 " � ri---� Ty - EIC711ONS t'3"\ SOLE PLAT R DETAIL E SCHED,ULEwm ��11 � "I i I ;,_!�, , " ,,, �C I , �% I'll P. WAL I I I I "I � , I 11 - �, - - - - .11 "I"', - E-ANCH,O - ROOF AND FLOOR SHEATHING NAILING , ,,,, - , I __ ,� __ I .k. r?l 00 , - -­` �� 41_*00400#0000liiii�� " -_ ',,��,_ � �1_ ", � I - __ I I SCALE - SY�r �1_ � __ �- � � � t - I I k' RcTE MASONRY IINITS (CMIU)v - 7!�i,�;,,-_--,�,­,, � ��27 I I , I I , I---- � - � - - -- T" 1 4-1- - � I �, I I- - - � I I 11 I - I � , �,�111�1 I �� ,� � 1, I i SCALE: 3/4" = 1'-O" I CM QRDANCE-�WITH ASTM C90-75, � OLLOW`LCAO�-BEARING (CMU), TYPE 1, GRADE N-1� ,NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f"m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL " �-O � 1, , ''I \z2 -.V - I '' , ,��,� � 1, I � � .j I I � - ­�_, _,`�,_,, - � "" I - I I S , ,,�, 11. � � I tKkii Ra ,_F'111004,wk , � : I ti � � � I � - , "", ,", " , " , �:, " - � , . I - �� , ­."', �, I I � �� - � M LIFTS� P,R OVID E CLEANOUT PER ACI 02 IN THE BOTTOM OF COURSE OF MASONRY-�E 11 .T EXCEEDS 5'-O � ,_:� I I ­�, ­, , U i I I I REI 0" MAXII40 - . I 1;, I 11 ,� - �, , ,-� � I I I " I - I No, wo" " I � ,_t��_::­��,." - - I 1 55 Nk - I �, , - , I I ,� ; - ! , Uj I - ,r,., � � � m I " � I ­ - I I - - I � 1, 11� - - - , '_ I " . 11 i - , ", �' - I ­-, ­�- - � A �- I W"" I U.- I .:�_,, I _tl�,_ . �,"��,,,_ - I '­- I- : � , � I I . -1 HOLLo � I 7t � � R"Y UNITSRW�"_TYPE 'S',,NORTAR�;- WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE ­ __ I - - _:1 U MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N ,_ , _TE MASON! Y UNITS � �_­ � -:-, ��., v 0&1A -1 ""',_ 11 -,""I --- L, - 11 I I I 11 I - ,te, � -<1 " `7� `­: , "Ill .... � _41�� 1 _0', �N V - - -1- - �_"� :, 7 :USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK :CONCRETE -GROUT. $PL_m"1!0R`!INfORCING, WHERE PERMI 't 1�' �,,,l � TTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS S-IALL BE REINFORCED FULL HEIGHT � -_�', , �: wf-,,�'0`� -,10, , ,'371�, " -`�f�', -- - I -1 - "!", ,,, , I � I 1�1� I - � - I I ' � 1, ''I � - " ,17 , , - I �_ I 1-1 I I �, �',, � 1:11 ROW OF I Od � I I � z � WALL END, AND WALL INTERSECTIONS. PROVIDE C , U 11 - I I � -, .1 - ... �` , _�` I , ,:. 11 �, ONTIK' ITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CDRNER BARS, MINIMUM OF 40 BAR ` , ��­_­,` 1� I , I : ,--`_I, �, __1 11 ��, � k1j - - -A., ; WITH- -4'-O" OiC. MAX. AND AT EACH CORNER, I, 11 , � � I - -, I � I 1, '' - - : ; ,#4 @ " �­ I , I I I - - I 11 __�,4, - 11 11 ., : I AT STEMWALL R MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT -AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SH NILL BE INCREASED AS NOTED ON I �,_ I �w­ I . - , . � . . ; I .- NAILS @ 8 0. C. - i � DIAMETERS INTO EACH ELEMENT. ��__�_ � � I , - . I , � �,�, -1 1 2 PLY - _-, �1� I F,,,,,.,,,,,,,,,,,,,,, [ < I � ,e _1 � ' i I NIMUM OF 6". �, "') I I 4, 'I" -1 11 I I . STAGGERED-:' 1, , I 1/si.,O. .UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MI � - I I 11 1. I _�, I BEAM. I ­­�, � � 'I, �i , � "I - I - SIMPSON � 11 � - �_,_,��_,­' V - i ;,N ,�'�� � K , il - I � - ___1 I � 1__"� I " . � I ---,, 2x4 BLOCKING I - I V�,, - �111i`�11_14P`i ''� I I SDWC1 5600 , . - 3 PLY BEAM. N C,j I 04 � 1 41 - � I � 1" - I I - . , @24" O.C. FASTEN 0 Z n I BIR I I , � .7 SEE ROOF . ',�_ I I I I K, RESPECTFULLY. ­ , 2x4 MEMBERS: * '� E WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FAPNG BRICK, & HOLLOW BRIC . ,�� � I - : BRICK SHALL BE IN AguumUMINC 11 ` I I FRAMING , (1) ROW OF 10d , TOENAILS. � , . I �;,j ,,,, " ��, .��" �, ,, s I 11 "..*-* . . . . I - DETAILS. HOWN. I ,/ < Uj �' i�', :, "I I I 11 I ," ' I .Io �jTEND SHEATHING VERT. i ' -,'- I I - __ W111 "' NAILS @ 4" O�C. � � I -, , - ' -,% ", �,4a , %644wjkk�,W - I - � , n 5" ' ' - ' ' � ' " ' ' L- ", "" s,�i, ,��,, , � "M '11,01 � CONCRETE SPE -i \ 4 - (4) ROWS 12d . - i !':A:"ff4 DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS ' AT 12" O.C. � � � _4;4:4 I M - P DF,- 2_x4 BLOCKING � � , � ALL CONCRETE HAS B . . . �cbNpRETE AT GA BS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. A ORI L, JOIN . .- . EA. SIDE. 2x6 MEMBERS: ; I',, I I i I v) � I ., � I � I I � 00 i I - I -1 ROOF SHEATHING, SEE 1 (2) ROW OF 10d STUD BELOW ; 11 I 1111� 1- ; . ill, � SPECIFICAT-10 - � - - ""-I- ,", I I I LOWER TOP I 4-10d - - � - I I ,, 7 7 � " , -- - -, - '111� : I, �,, _,!4P,�W---40,,.k_,, -., -, , - .1 ,, , - -�-- , I 11 PLATE AT BREAK. i COMMONS , �� -,_4 11 I �� , I- _� 7' i ­ I I i 1"""`_ D I , - g*, � I- I . - - � ,, ­­M�� 'N'W"dr- _0�0 I I � I _� . I ,,- '' 21 �� S", '� I ' � 1't�lk!ERAL, NOTES: ,. I -1 ,, � 110111.__�_` I �� (3) ROWS 12d _i� NAILS @ 4" O.C. _J__I'_�� - I -, cc � 1-1 , , E - , I -, �1��,­ I I , - �__ I I .­__�� 'i, EA. 11 � � EQQ]]NG AND FOUNOAJIONSw - , "I ,� 0`RE-ENGINEERED WOOD �. W' I ,- � I ITH A S6IL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SIPF BLOCKING I ROOF TRUSSES. ` .1 ::, � I JERSECTION I i FOOTINGS. ANb:FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, FOOTING HAVE BEEN DESIGNED W � , - 1, I , _11 I I � I , ORTHOGONAL VIEW I ER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLA�) SOILS. SOIL COMPACTION AND,Fll,_­� _­1,_,.,PJPPE1D TO FIT- , 2x4 OR 2x6 POST 2x8 POST - � A DISTURBED OR UNSTABLE SOIL, THE ENGINE � - , , m'l ,�� � I CONDITIONS � NDITi3ONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN I � : . ,� ­­��', ��,_ � " 1,_�`­­­ 11 I ''I ­ , -1 - � . I �, � -- , - 1 - < � I I I I I I � , , - 11" I __,", 0 . _� '': - � -0- - � a. I I I I I I � , ", � SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 1 1 1 �_ .- . " , ll!1!11�1 " 4#41% �iSHOWN. I I I I . 1, � t , � - - - I I ­ "'' < - ! I ..j I I I , .1 , - i I � I ,� , I - I � __� - ; . � _��,___ 0 11 � I i I FOUNDATION PLAN ONLY�,'C,ONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND. I L I 1, :1, I --- - 7 - , 5 1 Uj - 1, ­_ OOTING SIZE OR LOCATION IS NOT a a i (3)ROWS OF 5 (3)ROWS OF 6Y4" 11 . - i I FOUNDATION PLAN SHOWN, �CN S1�0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F SIMPSON orq) I I "I 4 - I �� * TRUSSLOK . � TRUSSLOK , I " �, I I 1� 0 "44 z , I � I �DETERMINED� ON PLAN THEN,.'CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 1 ENGINEERED WOOD ENGINE t 11 � �' I � � �"­_ I I ", , , I I � i_ " � FASTENERS 0 24" ,� � 1i - I � I o.0 � FASTENERS @ 24"o.c I . . I . .1 � , CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH -SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE f3 @ 48" O.C. OR ROD CHAIRS. FRAMING 1, - :�p UNLE;S�:OTHIER4SE NOTED�'ION DRAWINGS, MINIMUM AS SHOWN AS SHOWN 1, I [,`,,,,_ M 0TY OF R ORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR I SIMPSON . : PROVIDE CONTIN EiNFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING C I SDWC15600 � � A CORNER WALL INTERSECTION i 00 DETAILS. � �� � _- -BAR �DIAMETERS' �' I . SK THIN SEEROOF- I I CONDITIONS CONDITIONS I i I 11 I I 'flg&INAT 11 SIMPSONJ I A ; I i I � 3 ON GRADE: SIMPSON TOP OF D SDWC156W FRAMING 3 -PLY 4 -PLY �1 NOTES: I LAN - � Q-4 APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1 5600 1 SEE NOTE 1. P FOR I ! [_ 2 1 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LED OVER CLEAN, COMPACTED EARTH OR FILL WITH SEE NOTE 1. TOP PLAT 41 DETAILS. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. � I I I � I LAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNARVE METHODS. TERMITES. SAWCUTS.' OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO S 11 I 2. - DENOTES YxO.131" GUN NAILS @ 6" O.C. VERTICAL. ; � I I I ,v � I 5" < HEEL < t�4 I � TMr.& CONNECTION NOTES: 1 3. . DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. � � 0 0 W 3PFr-IFICATIONS: - HEEL < 50 1 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. I 1. TYP. CONNECTION AT STUD COLUMNS, l-, i ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETEOR � 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ! I L BE NOTES: I JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. Tk i I U S,0[,L',',,,SHALL BE, PRESSU RE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHAL , OPTIONS ARE SHOWN. � i - 1. TOP PLATE TO STUD, SID) NC ON EQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. , 1�� 1 � , I STAINLESS STEEL, ' , . . - IAY BE SUBVTUTED F USS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY , 4, � i . I Z H2.5T M � I I I - i TION TO (2) PLYS I I I I L � PR& -W INEEREQ WOOD TRUSSES: AT TOP PLATE TO StIUD, SPA 48" 0 * C. IN ADDI I I FRAMED WALL CORNER AND ! � I ; ATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS I � SHALL BEAR -THE 5EAL OF AN ENGINEER IN THE ST tl_-� ROOF TWSS C NECTION I \1L � � � � 11 , I I ! � I ; INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND /'�6 BUILT-UP MEMBER FASTENING '1� /` �7 INTERSECTIONS STUDS CONFIGURATIONS � t�& . I � TRAPS ON �SO.0/ "" I � REQOMMENDATION�-FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) S � " � 1%� : so. _,�� � i SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I \1� �' �z �O � I ,. : I 1. � I i i � I 1, 11 ) � KING STUD TO TOP PLATE: � i � 1� i I I 1. , , 1� I I 't lli I 1 1'� �41�_ SDWC SCREW I I �, ; 7� , � i ' AFICATIONSO i� , NOT REQUIRED AT GABLE I I DESIGN, i ROOF COVERING SPEC AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY FASTENING: � _��.111 THE.CONTRACTOR'SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 I SEE DETAIL AT RIGHT. NOT REQUIRED . DER FASTENING: !I 1 71 -1 �_�, . I � ENDS OR OPENINGS LESS I I � � AN I D TILE ROOFS .SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED I i I FOR GABLE ENDS. I , SEE DETAIL AT RIGHT. NOT REQUIRED -11 �. 1� � I � FOR GABLE ENDS. ;� ! , I � , I I I I AC ; CO I RDIN I G T I 0 � THE, MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. MING ST Q T I � THAN 4'-6" 15 �CRTERA i I SDWC15600 SCR,,' I I � /_ : i ! I I TOP PLATE TO HEADER FASTENING- . 4 I i X_ / I >_ ' I � ��, I � NOT REQUIRED AT GA --N I 1 -11 SEE I I Ij � I -_ 0. i � -. � I � =:7==== . � I- : i I , , � � I AND i WAtIRPROCIFINGe / I - I ENDS OR OPENINGS LE " � DIETAL AT RlIGHT. NOT REQUIRED � � THE 'CONTRACTOR � SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I FOR GABLE ENDS. \ "I I I I 1-1 , - I ' I � 11 \ . , I 0 I t, � ! � 0 ; I I . - THAN 4' �� : � : � I ,�, � I \ .1 � I � I i � 1�1 1� F C:: I - � � i t, - . I i M - - - -1 �" \ C.) � � WOOD. FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND A13BREVIATIONS KING & JAW -r- "i � KING & JACK 11 I IL . I DER: GENEIRAL i I STUDS SEE PLOO \ -, I "� i Uj i 11 I I - � 11 I I I 11 I "I ;, � 24" O.C. - . I : I , 11 " I I 1, I INTERIOR LOAD BEARING WALL 11;�_/l I � I � I I � � 1. MEMBERS, FASTENER MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL �_ -, � C.> : i : � . I TYPE L/N � \ �) "'� - - 11 11 � NOTES LINTEL DIMENSION � , (2)12d TOE HEAD QR__ SILL - ---I-- - i � � I I � ` I � I � ,�_! , - I 1, i TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. - I I - ''I I MAILZi L.L_ _4L \ v ij- � I 1. ::�:� GABLE X -BRACE, SEE DETAIL 10/S0.I I -, �!�- . 1 6'-O' 1 � Ir I � L3'/, x3'/, x'/4 4 " �1 I I I MIN) SCHEDULE I I . qki HEAR, I SILL\ _ _4� 1 1 2XIS WALL DO NOT SCALE I I -1 I - � - - PLA E I __. _ DIMENSIONS FROM � TOP PLATE, �LA (2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND : ,", I TES SE TRUSS TOt-1- THESE DRAWINGS. IF A DIMENSION IS : � ; ­ PS/INTERSECTION FACE NAIL � L 4 x 3V2 " XV4 6- 8'-O' DESIGNATES SHEARWALL. THE (2 2x8-1/2 KING STUD QUANTITY. I I 'G, SEE ARCH. SCHEDULE i UNCLEAR PEFER TO THE i , I � . FACE NAIL (2-16d) 3 -GUN NAILS 11 i � -_ I" '� KING STUD TO FRAMING BELOW. - - PLATE: So i _____._ HIDDEN LINE DESIGNATES SIDE OF . AD Ok:sl AIIII� � I � 11 ARCHITECTURAL DRAWINGS OR � II I L 5 x 3V2 " XV. 6 16-0" -_ WALL THE SHEARWALL SHEATHING --J* - LATES SM - CS18 STRAP w/6-10dxlX' ROUGH ,OPN'G, SEE ARCH. � SCREW CONTACT THE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (ad @ 6") GUN NAIL @ 6" - =__1__==:=___ - - i I � . I L6x3'/2"X'/l 6" 12'-O" SW 3,,/6,, 1 To BE APPLIED. 8d @ 3/6 KING STUD TO BOTTOM PL I I SCHEDULk7',, NAILS EACH END. STRAP -.I-- - __ I I � I L EILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS I . DESIGNATES Bd COMMONS @ 3" ,�: I I ATTACHMENT CAN BE INTERIOR OR 1� I �� � C L7x31/2"x'/, 6" 16'-O" 71, il O.C. EDGE & 6" O.C. "IN THE CONNECTON: $IMP 1. R OPN'G, SM ARCH. EXTERIOR SIDE OF WALL. __ .. - . � - - I . . � PLAN NAME I CEILING��,JOIS�Ti .0y,ER,, PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT I - I 11 AT THE I , � 11 1111110 I - I (D IBBEAN) - I - 1, � i -_ 1. STEEL LINTELS TO BE MINIMAL 36" � SHEARWALL HOLD DOWN - S OR 11 I � PLATE TO HEADER: CEILING I J I OIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION , -_ BRICK SPECIFIED. NOT REQUIRED I I I FOLLOWING: GABLE END � . I I � I "I I I . ADJ - ADJACENT LG -� Long _. - I _. . 7 .j I DESIIGN/DRAWN/CHECKED I I . RESISTANT COATING OF EPDXY BASED I rr�__ �!__ VENEER GABLE ENDS OR 2 ST JACK TRUSSES LESS � �� �� T . . 11 ! SDWC SCREW 0 j -16d) 3 -GUN NAILS , I .,���11 MANLF - Manufacture � - I THAN 8' OR OPENINGS LESS ­ : 0 i JOIST/TRUSS� .... .. TO�`PLATE TOE NAIL (2 � i I k� � I . 24" O.C. I !92 CS / KM /LAP : I I , PAINT. �� WEATHER BOT - BOTTOM MONC - Monolithic I . �, : THAN 3'-6" 7 2X4 WALL CL 0 ,.,i I I I I - I . �, III -- � �, � I �� I � , ! i RAFTER. TO PLATE, . TOE NAIL (3-8d) 3 -GUN NAILS I: i BARRIER BRG - BEARING OC - On Center . I - - I I - - . a DATE � i , I HEADER FASTEINIP ;: z i v 2. LINTEL MORE THAN 8'-O". SHOULD . , 1 i . I 1: .=======1 I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board � I 11 � I . � , - I - .JL- - i AFTE HIP TOE NAIL (3-10d) 4 -GUN NAILS PERP - Perpendicular I i � . I I I La 1 08.22.17 JACK � R�, BE LATERALLY SUPPORTED NOT TO : DBL - DOUBLE I I& � .11 T A I I . � I I I . - I 0 () No d i I - L I �� !-====z1. I lk I ­ I I a" 14 e I . I . I KING STUD TO FRAMING BELOW: , F_ 10 SCALE , . :� L � '� , �, I - ; � � I SCREWS INTO HEADER PR i== 4. - Pounds per Square Foot . . ! '! L!: L 1��,Ni:, - _NG - Pre Eng I � , . � - - ,.r. I I � -_ 1 _7�� CS18 STRAP W/6-10DXlN � (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/40" WD. . . DIA - DIAMETER PRE - ineered .. I I ..�. i ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL - I I � . - �'. .. ... :, -_ -%� - , . OVIDE A V," : 1 LINTEL PSF � . I :., - . ,I . - . � == _­ - A. I z-- , - L - .. . I z I CON : HEADER, TWO PIECES - ; - Pounds per Square Inch 1� . � . _', . Tt FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. TT T ATTACHMENT ;1 � . . , " I - 11 L � - I ;= 11 I I AS NOTED � . T L I � , SEE NOTE 2 PSI -1 I I � : . . �. L . .. - . T - *' f I � ' I X . 11 11 11 I NAILS EACH END. STRAP ATTACHMENT CAN 8 � a t i I , EOR - ENGINEER OF RECORD 11 f , � STUD OR 2X / � LPANo. CONT. HEADER 0 STUID TOE NAIL (3-16d) 4 -GUN NAILS ' - 10 INTERIOR OR EXTERIOR SIDE OF WALL. ; I L -1 - - �, � j i I ; , , 3. BRICK VENEER ATTACHMENT: fl, 111====, QT - Quick Tie ! ,,� PLATE ANCHOR t L BLOCKING FASTEN-' `�,� 1. I i . t� I E CONNICTM I- - STRAP NOT REQUIRED AT THE FOLLOWING: X < - , I L STRAPPING NOT REQUIRED -_ - N 6 , '$TUD I L i TUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS, EXT - EXTERIOR REINF - Reinforce 11 - ,� _/ I --4- W/8 -10d COMMONS 4 i TOLL -17-00776 ! 5 HORIZONTAL TIES 0 24" O.C., VERT. LOCATED WITHI OFL� _/ AT LOWER LEVEL HEADERS 0 11 i � TIES 0 12" O.C.. (FOR 11Ornph FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHE4iAil I IL I I I i SOLE PLATE TO JOIST BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" HEADER, ,,�i: UNLESS SPECIFIED ON PLAN MULTI STORY 1, -1.111 � 0 I& : CONTROL No. - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPONFIED - I I N 8' OR OPENINGS LESS tu ! I THA : � ... I - 0. C.). BRICK LINTEL, SYP - Southern Yellow Pine � I I I I � FDN W j ­ I VERT. TIES 0 16 - 1 v S' GLE 'StORY "I MULTI STORY a IL 3598 1 1 1 - ­' I ,- -, ''I I (STACKED WINDOWS) THAN 3'-6" In � I 1, L NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE THRU - Through I � " - - i I � I L , I I ,, i I I 3"xO.131"O = GUN NAILS 2"xO.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP I . "L �' . (UNSTACKED WINDO I ?: W z a I SHEET I I 1 11".3"Lo =1 TYP - Typical t'_8�� TYPICAL HE,kQ R � I W 0 i � f � 1, 0 I I L V/2"x0.131"O = ad HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION \AEW HORIZ - HORIZONTAL LON - Unless Otherwise Noted - \ EMn . ' , , , * , * � 0 LU � i �� I I - - / I - - ; ____1 - <. if - �� * I L -L-4 - 11 - I I - - - _\\.11", L, * 0 % - I C � - , - ... - , F - - - d'.�, '. .. . I �11`_�_ I , i * - - Ef ' I , � , , W - P I 1WOVER LA � I , 2:'xO. 4 6d , '' � ,, �. ,-,.�� CC 14 i I 'L I,, , 3 � ': ,��­ � � , 1.3 "xO� 31/2"xO.162"O = 16d FLASHING. OF BRICK LINTEL VERT - Vertical I �SO.0� i " , 11, I � : I " I . ��_000 I I � I �1.11 I � � " 11 � I I ", - , ,', �� I � %2 . WWF - Welded Wire Fabric - " � I I 1 I/ %O 148"O - 1 Odxl'/2 " 11/2 xO.1,31"O = SdX11/2" ", - , I- 11 9 11 0.0 J L - ", , I 1-11 � we I I I I - I I � �� � ' � � I " '111_�:, i '� ­�, ': - - LIL L � ��'11_11 SHEET 1 OF 9 � - � . I ,�, - \ I I 1, I � � I I . 11 - - L_ - 11 ��, - I . 11 1, I - - - :,��,,,._;� I � - 1�w -, ��, � , I , A I � _11,� I I ,� � � � - I I - . : I 1. ' , '', L I E I � I I I I � 11 1 I � . - , - - . I __ I _ L I � _ 1 1 1 1 �� -,L ' � - _,.­�'_ ", " 1 , , - BE, FARL , , I - - - � I I I , ­ - -_ ,� , � -11& --..golumavii&Lwdk� I'll I - I . I I . - - � I -,�"� , �� , , , .,,'V&31510%110910911M*0�� ­_ = _1111,111 �­ ­­­ 1 - - �___ 1� I --I-- - I A I 2x SPIF DIAGONAL BLOCKING jr RCHED TRANSOM OPTION! I I . I I i I I I I I I . . . I , � I I 'I - - I , , -1 I' , - 11 , "', '�__ __ -i I �___ FASTENED w/ 3-0.131"x3" I ;__1 , I � I-___ HEADER EA. END TYPICAL. � � __�' -L-SYP#2 ,"-SHEATHING MAY EXTEND 2- I � ", '� I / PAST BLOCKING- WINDOW 11 I el HEADER, ATTACHMENTS MUST I PER PLANS. IS. ) ANCHOR INTO 2x MATERIAL. ""' �KING STUDS, I CZP'P Q1 AM . .491111.-_ t�,, ­`toh. - � / oox v , 4R k, ' , 4 � � ,O � J, 49 ":�,, � AT TWO STORY CONDITIONS, �6), 0 "- I WINDOW SILL SEE CKING �,-- �� � ..-- \C, E N 0% 0, 11� �� 1 4; . ,0 , "t V P* f.�,��. �-` � ** WITHIN FLOOR SYSTEM AT ALL " * I _� #- i 6 C) UPPER LEVEL POSTS & JACK :: C3 07 : 0 1 - .i STUDS. E : � No. 7) 1 %: (ZN . I I z . = tn = * : 1 * - - . * � C;� = ! = I SDWC15600 SCREW = '. ! : - r- - SEE 8/SO.O. S5 . S T IF : R: - , , .-O 0. '. s ,= � , ,.O,,.�.. �Tj . 4��- ��- -1 J� 0 % _ I - .* 5i, o �� ��.. X, ,,, .. I ,-�, 4, !Q I �e�, �4 4* .N kF I I . I I A �1 I I � � A I I I . , ... . . . '. . ;,"""', �Sj , , 1%1, , 11 . . "I -- � 777-r', .0 :. � 11 I � . _L . 00 . , . � I I f -, �. . I I - N "I'll' , 4 .� , .. �� ".... ,� . , �.. . � � . I � - . �, � . .�� , , . . ,� . __� ., ... � - ., w � tit,of ': , 1: .. - � . .: � � ` I 4_ , . 1. �, � �,I: a _ . � ,,,� I., , ,_, � . � .. , , v � "I., � r a, .1) �� . _ I - . . 'T I 41 1101 I I_� Christ� her I s a 1, - ; D I� I _� t I I I I . . . WALL FRAMING AT I MAX- - MIN � . v - � �� i � I I � r____ 7 WALL FRAMI SOLE PLAT[ I ! TO TRUSS/BEAM FLOOR SHEATHING," � -- i I I -_ --A 18-16d I � FROM SOLE I i FIL PE#71461 � HARDWARE AND ANCHORS: HTT4 3480 3080 - 11496.2 ad @ 3" 1 1 SEE SPECIFICATIONIS. I PLATE CHANGE CONDITION RAISED HEADER CONDITI* � SEE SCHEDULE : I SHALL BE IN ACCORDANCE WITH PLATE BREAK I I I � ANCHOR gBOLTS,& THREADED ROD: [NOT ACTUAL PLAN] Ialr_ t -a -r- -_ - 1- 5/, " 0 ROD TO FTG. I I I IF I I , \ I i I ASTM'k 307 OR ASTM F 1554 GRADE 36. ­ - - ­_ � 111­1� I BUILDER MAY CHOOSE FItHER THE DROPPED I � I I I I I 32-16d TO TRUSS/BEAM I HEADER CONDITION OR R*ISED HEADER COND � WALL FRAMING AT - '� � I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 - 11496.2 I I � I'll I � , ITION, � i 1"O' REVISIONS -_ DATE � . NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. - 1 1-5/,, " 0 MD TO FTG. I . �� . I I I I/ �2 TYPICAL WALL FRAMING ,� � NDITION I .METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO "I j � LUS28 930 780 6-10d TO HEADER 10655.113 1 '. I I I I � I � � ," � I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSs T I I i � ! I - I I , 2' 1 1 ; � I I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I -1 �� I I I ,.� � I I 111� �_O i I i . I I , I I ! - i � I I BE 1/4 " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROZ�EDURES, OR I I I I � DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL 14-16d 10 HEADER - - SOLE PI_Af� ANCHOR � I I SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 905 785 - .36 L - - - �._ __J ,�,.� - I _j , Q& HOLD DOWN. i i; R, 6-16d TO JOIST - I , 11�", I I i GER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. � LA FORMING THE WORK OR FOR -THE FAILURE FOR ANY OF HU410 10531 L_ - - -, _, � i I (U. 0. N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT I SYP#2 DBL. "L SEE 1/SO.1.-//" I ; � ABU44 2200 5/,,"o ROD EPDXIED 6' MIN 10849.6 SEE 5/SO 0. 2,Y4'! -------- �' "' I i ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS TOP PLATE. � - " ��� WASHERPUSHED ' � 4 I ; . DOCUMENTS. . 1 -17 BUTT J0 \1 � I � I I - �� I i (DUAL CARTRIDGE INSTALLATION ONLY): 2300 5/,"O ROO EPDXIED 6" MIN 10849.6 1 � ABU66 I . � 3x3xY4" SLOTTED , - I I � - � �� � D LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIUTIES: I BLOCKING ONLY REQUIRED -i 2,Y47"' I " �,���� � SET N/A N/A SIMPSON EPDXY-TIE 11506.4 , I IREINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE - I AT SHEARWALLS- AND ! . �� i I - i I i � // To OUTSIDE - ! � j 1 : . I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, - I STUCCO I FINISH. _A�_L­ li 11 - _,)i i I 10-16d 10 STUD/BEAM/POST hi SEE DETAIL 1/SO.1 A � � � : r FIELD ALTERATION WELDED WIRE 'FABRIC (WWF): SHALL BE ASTM A185.' I WALL SHEATHING � E I I " - WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208 1675 1675 96.3 I FOR SPLICING I I PLAN VIEW ; LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"O ROD TO FTG. I I � OPTIONS. � RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU I , . I d B OF � F TRUSSES, FLOOR FRAMING NOT I � I � SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROO I LSTA1 2 1 805 1 695 10-10d 13872.5 FULL HEIGHT l! I I [��1, 2" 1)V I SHEATHING. \ - SEE GENERAL NOTES. PONTIGO & ASSOCIATES PRIOR TO i ,� DU'LUS'(E)1rKOksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY I . . . . . / -_ MAKING ANY STRUCTURAL FIELD i I I MO � ; ',��. �:, I ' SYP#2 / � I i � 1 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d � 10852.1 I PT. : MODIFICATIONS WHICH MAY VARY � " 11 I I I I I I � I I I EPDXIED 4" OR )/2"Ox6" IAX MIN. � .. I I TO BE I "I SILL PI ATE i EXAMPLE OF PANEL FROM THE INTENT OF THE ORIGINAL . SIMPSON TITEN HD. , i . . . . . CONSTRUCTION DOCUMENTS. ANY I i I I 51_ � , � I v / - , , * , , , , , , , , , , , '' , I � � , , " , i I , - I I 1'� , - � I � 7 1 - __1 � I I GENERAL NOTES Et CON TRUCTION SPECIFICATIONS I INTERIOR BEARING SOLE OLATIE BREAK LOCKING .. FIELD ALTERNATIONS MADE PRIOR TO ;; � I I il I � t WHERE REQUIRED BY_�-�' . . . - . BEING1 APPROVED BY LOU PONTIGO & i I TOP PLATE. � I � -WALLL_SEE SCHEDULE SECTION MEW I! NOTES. . - ASSOCIATES MAY RESULT IN ! I I FOR STUD SIZE � , . . . I I I I i . I . . I i i ADDITIONAL ENGINEERING OR I EL LaEWMAmn I . AND O.C. SPACING. 1, : . .. . � I I I I � INSPECTION FEES. i LYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I I., WALL SHEATHING TO , ! i . . ,_-h . . . . I . . . . I .. .. I. - - - .. . I � , I � "� i . . . . . . .. . . : I I ,� I I I � � � SOLE P : .... . . . . . . ! I I I I � I CHOIR SCHEDULE ! NAIL SPACING AT . . I I ,: _�� . . i ROOF SHEATHING: InF0,11FICATIONS: I I- 'I RTED I . RAISE Y8" FROM EXT. WALL SHEARWALLS - i SUPPO EDGES, . . . ! ILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE E NAIL SPACING TO 4" O.C. THIN 4'-O" OF ROOF EDGE). SEE DETAILS . i SEE DETAILS ANCHOR MENT EDGE , i , * � I i 211RQa- MIN. 7 W 8d @ 3" `,Ill, BOTTOM OF SOLE SPACING SPACING I GENERAL l� NOTES . . � � ,/,,,", 24/16, YWOOD SHEATHING, NA - - SPEC. __ DEPTH DISTANCE � . . . I . I � A� 3x3xO.229" 4 11 2,Y4' I I : , ; ; - I '[- - 11 1� ' . I ! TILE M � IN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING,, _% I . i . I �, I �, 1� z NAILED w/ -0.11,3x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF OOF EDGE). _�� $1.01 -1 � ON S1.01 �� FASTEN 42" 24" 1 )_ . I I I 11 , I , I F - I , F - - - -1 w/8d 0 3" O.C. �_ - , EXAMPLE OF UNSUPPORTED ; � I I 11 I -Z �__, ri h*04" TITEN HD 42" 24" 3x3xO.229" � 2 � I . � : � 11 � 1, I I I I I'll I I - . ;� I . I I 11 - = _Y4. -11 . - - 7 z � MEIAL - MIN. 1/2�', 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x&'-��RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). I . . .. r'. .', * -4 'I- . . � �... I (UNBLOCKED) PANEL EDGE--_ �A� I , I I _ H - -.1 -�,-- :,.,. . ..� �11 I �__ . � I : " --- 4 - I ;1� I ... I , . . I I � I . _� I I - - I , :1 I NOTES: (TYPICAL). � I , : 4 � , .., . - . . 'Il- I * * , , * � U 4 �` , - i . I : � , , , I I I I . � " ., A- - - I A� ENT TO ! . . I I I 1�' ��, WALL SHEATHING sPEOMAM115- I ..�-._. .: I .. I � 0 :i I - .�_,t_ , 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRULTURAL 1 SHEATHING, FASTENED w/ ad @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P -ATE TO UPPER TOP PLATE. I � �I � -, 4.� - � .. I . . 1. I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJ C , I I FLEXIBLE FINISH MIN. L T * BREAKS AND KING STUDS. a, NAILING T �-� I FLEX18LE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I L - - - - - - - - - _�L_ - - - i - - - - - - - - j I I " 0 INTERMEDIATE . . ! I I i STUCCO FINISH -MIN. I/.", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ ad @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHAL11- BE� EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. - �, 1 2. WASHERS SHALL BE SLOTTED. SUPPORTIS 6" : O.C. MAX_-'. ROOF � V) I � * I ! ! i I 1- I ,� I 11 A i TRUSSES, OR I i MASONRY'SPE 1EICAILONSaL - SING e� MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)1,- PLATE WASHER, A 3"X3'X'/." W I ,, "O' ROUND i (UON). r -r -r � FLOOR JOISTS. < W i IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF ) -1 ) MASONRY HAS BEEN DESIGNED 11,� � , - 1_,�14` , , , I i ' I I � " , -, _,��, I'll STEEL WASHER MAY BE USED. I I I V) Uj n 'SHALL� CONFORM TO ASTM,:,' , -, _'�' ,� � I li ��',Aqwqwt SLUMP. _16� �,'_ -_ _­ � , I I C�,7P, AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. I �_­ 1�,11_,4 ,��, I I , 440�r z� 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" I - "I I � , � 1, I �� - '� , I �, .... I ,,, ONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. � 11 " � ri---� Ty - EIC711ONS t'3"\ SOLE PLAT R DETAIL E SCHED,ULEwm ��11 � "I i I ;,_!�, , " ,,, �C I , �% I'll P. WAL I I I I "I � , I 11 - �, - - - - .11 "I"', - E-ANCH,O - ROOF AND FLOOR SHEATHING NAILING , ,,,, - , I __ ,� __ I .k. r?l 00 , - -­` �� 41_*00400#0000liiii�� " -_ ',,��,_ � �1_ ", � I - __ I I SCALE - SY�r �1_ � __ �- � � � t - I I k' RcTE MASONRY IINITS (CMIU)v - 7!�i,�;,,-_--,�,­,, � ��27 I I , I I , I---- � - � - - -- T" 1 4-1- - � I �, I I- - - � I I 11 I - I � , �,�111�1 I �� ,� � 1, I i SCALE: 3/4" = 1'-O" I CM QRDANCE-�WITH ASTM C90-75, � OLLOW`LCAO�-BEARING (CMU), TYPE 1, GRADE N-1� ,NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f"m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL " �-O � 1, , ''I \z2 -.V - I '' , ,��,� � 1, I � � .j I I � - ­�_, _,`�,_,, - � "" I - I I S , ,,�, 11. � � I tKkii Ra ,_F'111004,wk , � : I ti � � � I � - , "", ,", " , " , �:, " - � , . I - �� , ­."', �, I I � �� - � M LIFTS� P,R OVID E CLEANOUT PER ACI 02 IN THE BOTTOM OF COURSE OF MASONRY-�E 11 .T EXCEEDS 5'-O � ,_:� I I ­�, ­, , U i I I I REI 0" MAXII40 - . I 1;, I 11 ,� - �, , ,-� � I I I " I - I No, wo" " I � ,_t��_::­��,." - - I 1 55 Nk - I �, , - , I I ,� ; - ! , Uj I - ,r,., � � � m I " � I ­ - I I - - I � 1, 11� - - - , '_ I " . 11 i - , ", �' - I ­-, ­�- - � A �- I W"" I U.- I .:�_,, I _tl�,_ . �,"��,,,_ - I '­- I- : � , � I I . -1 HOLLo � I 7t � � R"Y UNITSRW�"_TYPE 'S',,NORTAR�;- WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE ­ __ I - - _:1 U MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N ,_ , _TE MASON! Y UNITS � �_­ � -:-, ��., v 0&1A -1 ""',_ 11 -,""I --- L, - 11 I I I 11 I - ,te, � -<1 " `7� `­: , "Ill .... � _41�� 1 _0', �N V - - -1- - �_"� :, 7 :USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK :CONCRETE -GROUT. $PL_m"1!0R`!INfORCING, WHERE PERMI 't 1�' �,,,l � TTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS S-IALL BE REINFORCED FULL HEIGHT � -_�', , �: wf-,,�'0`� -,10, , ,'371�, " -`�f�', -- - I -1 - "!", ,,, , I � I 1�1� I - � - I I ' � 1, ''I � - " ,17 , , - I �_ I 1-1 I I �, �',, � 1:11 ROW OF I Od � I I � z � WALL END, AND WALL INTERSECTIONS. PROVIDE C , U 11 - I I � -, .1 - ... �` , _�` I , ,:. 11 �, ONTIK' ITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CDRNER BARS, MINIMUM OF 40 BAR ` , ��­_­,` 1� I , I : ,--`_I, �, __1 11 ��, � k1j - - -A., ; WITH- -4'-O" OiC. MAX. AND AT EACH CORNER, I, 11 , � � I - -, I � I 1, '' - - : ; ,#4 @ " �­ I , I I I - - I 11 __�,4, - 11 11 ., : I AT STEMWALL R MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT -AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SH NILL BE INCREASED AS NOTED ON I �,_ I �w­ I . - , . � . . ; I .- NAILS @ 8 0. C. - i � DIAMETERS INTO EACH ELEMENT. ��__�_ � � I , - . I , � �,�, -1 1 2 PLY - _-, �1� I F,,,,,.,,,,,,,,,,,,,,, [ < I � ,e _1 � ' i I NIMUM OF 6". �, "') I I 4, 'I" -1 11 I I . STAGGERED-:' 1, , I 1/si.,O. .UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MI � - I I 11 1. I _�, I BEAM. I ­­�, � � 'I, �i , � "I - I - SIMPSON � 11 � - �_,_,��_,­' V - i ;,N ,�'�� � K , il - I � - ___1 I � 1__"� I " . � I ---,, 2x4 BLOCKING I - I V�,, - �111i`�11_14P`i ''� I I SDWC1 5600 , . - 3 PLY BEAM. N C,j I 04 � 1 41 - � I � 1" - I I - . , @24" O.C. FASTEN 0 Z n I BIR I I , � .7 SEE ROOF . ',�_ I I I I K, RESPECTFULLY. ­ , 2x4 MEMBERS: * '� E WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FAPNG BRICK, & HOLLOW BRIC . ,�� � I - : BRICK SHALL BE IN AguumUMINC 11 ` I I FRAMING , (1) ROW OF 10d , TOENAILS. � , . I �;,j ,,,, " ��, .��" �, ,, s I 11 "..*-* . . . . I - DETAILS. HOWN. I ,/ < Uj �' i�', :, "I I I 11 I ," ' I .Io �jTEND SHEATHING VERT. i ' -,'- I I - __ W111 "' NAILS @ 4" O�C. � � I -, , - ' -,% ", �,4a , %644wjkk�,W - I - � , n 5" ' ' - ' ' � ' " ' ' L- ", "" s,�i, ,��,, , � "M '11,01 � CONCRETE SPE -i \ 4 - (4) ROWS 12d . - i !':A:"ff4 DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS ' AT 12" O.C. � � � _4;4:4 I M - P DF,- 2_x4 BLOCKING � � , � ALL CONCRETE HAS B . . . �cbNpRETE AT GA BS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. A ORI L, JOIN . .- . EA. SIDE. 2x6 MEMBERS: ; I',, I I i I v) � I ., � I � I I � 00 i I - I -1 ROOF SHEATHING, SEE 1 (2) ROW OF 10d STUD BELOW ; 11 I 1111� 1- ; . ill, � SPECIFICAT-10 - � - - ""-I- ,", I I I LOWER TOP I 4-10d - - � - I I ,, 7 7 � " , -- - -, - '111� : I, �,, _,!4P,�W---40,,.k_,, -., -, , - .1 ,, , - -�-- , I 11 PLATE AT BREAK. i COMMONS , �� -,_4 11 I �� , I- _� 7' i ­ I I i 1"""`_ D I , - g*, � I- I . - - � ,, ­­M�� 'N'W"dr- _0�0 I I � I _� . I ,,- '' 21 �� S", '� I ' � 1't�lk!ERAL, NOTES: ,. I -1 ,, � 110111.__�_` I �� (3) ROWS 12d _i� NAILS @ 4" O.C. _J__I'_�� - I -, cc � 1-1 , , E - , I -, �1��,­ I I , - �__ I I .­__�� 'i, EA. 11 � � EQQ]]NG AND FOUNOAJIONSw - , "I ,� 0`RE-ENGINEERED WOOD �. W' I ,- � I ITH A S6IL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SIPF BLOCKING I ROOF TRUSSES. ` .1 ::, � I JERSECTION I i FOOTINGS. ANb:FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, FOOTING HAVE BEEN DESIGNED W � , - 1, I , _11 I I � I , ORTHOGONAL VIEW I ER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLA�) SOILS. SOIL COMPACTION AND,Fll,_­� _­1,_,.,PJPPE1D TO FIT- , 2x4 OR 2x6 POST 2x8 POST - � A DISTURBED OR UNSTABLE SOIL, THE ENGINE � - , , m'l ,�� � I CONDITIONS � NDITi3ONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN I � : . ,� ­­��', ��,_ � " 1,_�`­­­ 11 I ''I ­ , -1 - � . I �, � -- , - 1 - < � I I I I I I � , , - 11" I __,", 0 . _� '': - � -0- - � a. I I I I I I � , ", � SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 1 1 1 �_ .- . " , ll!1!11�1 " 4#41% �iSHOWN. I I I I . 1, � t , � - - - I I ­ "'' < - ! I ..j I I I , .1 , - i I � I ,� , I - I � __� - ; . � _��,___ 0 11 � I i I FOUNDATION PLAN ONLY�,'C,ONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND. I L I 1, :1, I --- - 7 - , 5 1 Uj - 1, ­_ OOTING SIZE OR LOCATION IS NOT a a i (3)ROWS OF 5 (3)ROWS OF 6Y4" 11 . - i I FOUNDATION PLAN SHOWN, �CN S1�0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F SIMPSON orq) I I "I 4 - I �� * TRUSSLOK . � TRUSSLOK , I " �, I I 1� 0 "44 z , I � I �DETERMINED� ON PLAN THEN,.'CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 1 ENGINEERED WOOD ENGINE t 11 � �' I � � �"­_ I I ", , , I I � i_ " � FASTENERS 0 24" ,� � 1i - I � I o.0 � FASTENERS @ 24"o.c I . . I . .1 � , CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH -SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE f3 @ 48" O.C. OR ROD CHAIRS. FRAMING 1, - :�p UNLE;S�:OTHIER4SE NOTED�'ION DRAWINGS, MINIMUM AS SHOWN AS SHOWN 1, I [,`,,,,_ M 0TY OF R ORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR I SIMPSON . : PROVIDE CONTIN EiNFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING C I SDWC15600 � � A CORNER WALL INTERSECTION i 00 DETAILS. � �� � _- -BAR �DIAMETERS' �' I . SK THIN SEEROOF- I I CONDITIONS CONDITIONS I i I 11 I I 'flg&INAT 11 SIMPSONJ I A ; I i I � 3 ON GRADE: SIMPSON TOP OF D SDWC156W FRAMING 3 -PLY 4 -PLY �1 NOTES: I LAN - � Q-4 APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1 5600 1 SEE NOTE 1. P FOR I ! [_ 2 1 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LED OVER CLEAN, COMPACTED EARTH OR FILL WITH SEE NOTE 1. TOP PLAT 41 DETAILS. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. � I I I � I LAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNARVE METHODS. TERMITES. SAWCUTS.' OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO S 11 I 2. - DENOTES YxO.131" GUN NAILS @ 6" O.C. VERTICAL. ; � I I I ,v � I 5" < HEEL < t�4 I � TMr.& CONNECTION NOTES: 1 3. . DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. � � 0 0 W 3PFr-IFICATIONS: - HEEL < 50 1 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. I 1. TYP. CONNECTION AT STUD COLUMNS, l-, i ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETEOR � 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ! I L BE NOTES: I JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. Tk i I U S,0[,L',',,,SHALL BE, PRESSU RE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHAL , OPTIONS ARE SHOWN. � i - 1. TOP PLATE TO STUD, SID) NC ON EQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. , 1�� 1 � , I STAINLESS STEEL, ' , . . - IAY BE SUBVTUTED F USS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY , 4, � i . I Z H2.5T M � I I I - i TION TO (2) PLYS I I I I L � PR& -W INEEREQ WOOD TRUSSES: AT TOP PLATE TO StIUD, SPA 48" 0 * C. IN ADDI I I FRAMED WALL CORNER AND ! � I ; ATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS I � SHALL BEAR -THE 5EAL OF AN ENGINEER IN THE ST tl_-� ROOF TWSS C NECTION I \1L � � � � 11 , I I ! � I ; INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND /'�6 BUILT-UP MEMBER FASTENING '1� /` �7 INTERSECTIONS STUDS CONFIGURATIONS � t�& . I � TRAPS ON �SO.0/ "" I � REQOMMENDATION�-FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) S � " � 1%� : so. _,�� � i SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I \1� �' �z �O � I ,. : I 1. � I i i � I 1, 11 ) � KING STUD TO TOP PLATE: � i � 1� i I I 1. , , 1� I I 't lli I 1 1'� �41�_ SDWC SCREW I I �, ; 7� , � i ' AFICATIONSO i� , NOT REQUIRED AT GABLE I I DESIGN, i ROOF COVERING SPEC AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY FASTENING: � _��.111 THE.CONTRACTOR'SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 I SEE DETAIL AT RIGHT. NOT REQUIRED . DER FASTENING: !I 1 71 -1 �_�, . I � ENDS OR OPENINGS LESS I I � � AN I D TILE ROOFS .SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED I i I FOR GABLE ENDS. I , SEE DETAIL AT RIGHT. NOT REQUIRED -11 �. 1� � I � FOR GABLE ENDS. ;� ! , I � , I I I I AC ; CO I RDIN I G T I 0 � THE, MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. MING ST Q T I � THAN 4'-6" 15 �CRTERA i I SDWC15600 SCR,,' I I � /_ : i ! I I TOP PLATE TO HEADER FASTENING- . 4 I i X_ / I >_ ' I � ��, I � NOT REQUIRED AT GA --N I 1 -11 SEE I I Ij � I -_ 0. i � -. � I � =:7==== . � I- : i I , , � � I AND i WAtIRPROCIFINGe / I - I ENDS OR OPENINGS LE " � DIETAL AT RlIGHT. NOT REQUIRED � � THE 'CONTRACTOR � SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I FOR GABLE ENDS. \ "I I I I 1-1 , - I ' I � 11 \ . , I 0 I t, � ! � 0 ; I I . - THAN 4' �� : � : � I ,�, � I \ .1 � I � I i � 1�1 1� F C:: I - � � i t, - . I i M - - - -1 �" \ C.) � � WOOD. FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND A13BREVIATIONS KING & JAW -r- "i � KING & JACK 11 I IL . I DER: GENEIRAL i I STUDS SEE PLOO \ -, I "� i Uj i 11 I I - � 11 I I I 11 I "I ;, � 24" O.C. - . I : I , 11 " I I 1, I INTERIOR LOAD BEARING WALL 11;�_/l I � I � I I � � 1. MEMBERS, FASTENER MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL �_ -, � C.> : i : � . I TYPE L/N � \ �) "'� - - 11 11 � NOTES LINTEL DIMENSION � , (2)12d TOE HEAD QR__ SILL - ---I-- - i � � I I � ` I � I � ,�_! , - I 1, i TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. - I I - ''I I MAILZi L.L_ _4L \ v ij- � I 1. ::�:� GABLE X -BRACE, SEE DETAIL 10/S0.I I -, �!�- . 1 6'-O' 1 � Ir I � L3'/, x3'/, x'/4 4 " �1 I I I MIN) SCHEDULE I I . qki HEAR, I SILL\ _ _4� 1 1 2XIS WALL DO NOT SCALE I I -1 I - � - - PLA E I __. _ DIMENSIONS FROM � TOP PLATE, �LA (2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND : ,", I TES SE TRUSS TOt-1- THESE DRAWINGS. IF A DIMENSION IS : � ; ­ PS/INTERSECTION FACE NAIL � L 4 x 3V2 " XV4 6- 8'-O' DESIGNATES SHEARWALL. THE (2 2x8-1/2 KING STUD QUANTITY. I I 'G, SEE ARCH. SCHEDULE i UNCLEAR PEFER TO THE i , I � . FACE NAIL (2-16d) 3 -GUN NAILS 11 i � -_ I" '� KING STUD TO FRAMING BELOW. - - PLATE: So i _____._ HIDDEN LINE DESIGNATES SIDE OF . AD Ok:sl AIIII� � I � 11 ARCHITECTURAL DRAWINGS OR � II I L 5 x 3V2 " XV. 6 16-0" -_ WALL THE SHEARWALL SHEATHING --J* - LATES SM - CS18 STRAP w/6-10dxlX' ROUGH ,OPN'G, SEE ARCH. � SCREW CONTACT THE E.O.R. RIM JOIST TO TOP PLATE TOE NAIL (ad @ 6") GUN NAIL @ 6" - =__1__==:=___ - - i I � . I L6x3'/2"X'/l 6" 12'-O" SW 3,,/6,, 1 To BE APPLIED. 8d @ 3/6 KING STUD TO BOTTOM PL I I SCHEDULk7',, NAILS EACH END. STRAP -.I-- - __ I I � I L EILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS I . DESIGNATES Bd COMMONS @ 3" ,�: I I ATTACHMENT CAN BE INTERIOR OR 1� I �� � C L7x31/2"x'/, 6" 16'-O" 71, il O.C. EDGE & 6" O.C. "IN THE CONNECTON: $IMP 1. R OPN'G, SM ARCH. EXTERIOR SIDE OF WALL. __ .. - . � - - I . . � PLAN NAME I CEILING��,JOIS�Ti .0y,ER,, PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT I - I 11 AT THE I , � 11 1111110 I - I (D IBBEAN) - I - 1, � i -_ 1. STEEL LINTELS TO BE MINIMAL 36" � SHEARWALL HOLD DOWN - S OR 11 I � PLATE TO HEADER: CEILING I J I OIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION , -_ BRICK SPECIFIED. NOT REQUIRED I I I FOLLOWING: GABLE END � . I I � I "I I I . ADJ - ADJACENT LG -� Long _. - I _. . 7 .j I DESIIGN/DRAWN/CHECKED I I . RESISTANT COATING OF EPDXY BASED I rr�__ �!__ VENEER GABLE ENDS OR 2 ST JACK TRUSSES LESS � �� �� T . . 11 ! SDWC SCREW 0 j -16d) 3 -GUN NAILS , I .,���11 MANLF - Manufacture � - I THAN 8' OR OPENINGS LESS ­ : 0 i JOIST/TRUSS� .... .. TO�`PLATE TOE NAIL (2 � i I k� � I . 24" O.C. I !92 CS / KM /LAP : I I , PAINT. �� WEATHER BOT - BOTTOM MONC - Monolithic I . �, : THAN 3'-6" 7 2X4 WALL CL 0 ,.,i I I I I - I . �, III -- � �, � I �� I � , ! i RAFTER. TO PLATE, . TOE NAIL (3-8d) 3 -GUN NAILS I: i BARRIER BRG - BEARING OC - On Center . I - - I I - - . a DATE � i , I HEADER FASTEINIP ;: z i v 2. LINTEL MORE THAN 8'-O". SHOULD . , 1 i . I 1: .=======1 I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board � I 11 � I . � , - I - .JL- - i AFTE HIP TOE NAIL (3-10d) 4 -GUN NAILS PERP - Perpendicular I i � . I I I La 1 08.22.17 JACK � R�, BE LATERALLY SUPPORTED NOT TO : DBL - DOUBLE I I& � .11 T A I I . � I I I . - I 0 () No d i I - L I �� !-====z1. I lk I ­ I I a" 14 e I . I . I KING STUD TO FRAMING BELOW: , F_ 10 SCALE , . :� L � '� , �, I - ; � � I SCREWS INTO HEADER PR i== 4. - Pounds per Square Foot . . ! '! L!: L 1��,Ni:, - _NG - Pre Eng I � , . � - - ,.r. I I � -_ 1 _7�� CS18 STRAP W/6-10DXlN � (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/40" WD. . . DIA - DIAMETER PRE - ineered .. I I ..�. i ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL - I I � . - �'. .. ... :, -_ -%� - , . OVIDE A V," : 1 LINTEL PSF � . I :., - . ,I . - . � == _­ - A. I z-- , - L - .. . I z I CON : HEADER, TWO PIECES - ; - Pounds per Square Inch 1� . � . _', . Tt FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. TT T ATTACHMENT ;1 � . . , " I - 11 L � - I ;= 11 I I AS NOTED � . T L I � , SEE NOTE 2 PSI -1 I I � : . . �. L . .. - . T - *' f I � ' I X . 11 11 11 I NAILS EACH END. STRAP ATTACHMENT CAN 8 � a t i I , EOR - ENGINEER OF RECORD 11 f , � STUD OR 2X / � LPANo. CONT. HEADER 0 STUID TOE NAIL (3-16d) 4 -GUN NAILS ' - 10 INTERIOR OR EXTERIOR SIDE OF WALL. ; I L -1 - - �, � j i I ; , , 3. BRICK VENEER ATTACHMENT: fl, 111====, QT - Quick Tie ! ,,� PLATE ANCHOR t L BLOCKING FASTEN-' `�,� 1. I i . t� I E CONNICTM I- - STRAP NOT REQUIRED AT THE FOLLOWING: X < - , I L STRAPPING NOT REQUIRED -_ - N 6 , '$TUD I L i TUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS, EXT - EXTERIOR REINF - Reinforce 11 - ,� _/ I --4- W/8 -10d COMMONS 4 i TOLL -17-00776 ! 5 HORIZONTAL TIES 0 24" O.C., VERT. LOCATED WITHI OFL� _/ AT LOWER LEVEL HEADERS 0 11 i � TIES 0 12" O.C.. (FOR 11Ornph FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHE4iAil I IL I I I i SOLE PLATE TO JOIST BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" HEADER, ,,�i: UNLESS SPECIFIED ON PLAN MULTI STORY 1, -1.111 � 0 I& : CONTROL No. - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPONFIED - I I N 8' OR OPENINGS LESS tu ! I THA : � ... I - 0. C.). BRICK LINTEL, SYP - Southern Yellow Pine � I I I I � FDN W j ­ I VERT. TIES 0 16 - 1 v S' GLE 'StORY "I MULTI STORY a IL 3598 1 1 1 - ­' I ,- -, ''I I (STACKED WINDOWS) THAN 3'-6" In � I 1, L NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE THRU - Through I � " - - i I � I L , I I ,, i I I 3"xO.131"O = GUN NAILS 2"xO.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP I . "L �' . (UNSTACKED WINDO I ?: W z a I SHEET I I 1 11".3"Lo =1 TYP - Typical t'_8�� TYPICAL HE,kQ R � I W 0 i � f � 1, 0 I I L V/2"x0.131"O = ad HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION \AEW HORIZ - HORIZONTAL LON - Unless Otherwise Noted - \ EMn . ' , , , * , * � 0 LU � i �� I I - - / I - - ; ____1 - <. if - �� * I L -L-4 - 11 - I I - - - _\\.11", L, * 0 % - I C � - , - ... - , F - - - d'.�, '. .. . I �11`_�_ I , i * - - Ef ' I , � , , W - P I 1WOVER LA � I , 2:'xO. 4 6d , '' � ,, �. ,-,.�� CC 14 i I 'L I,, , 3 � ': ,��­ � � , 1.3 "xO� 31/2"xO.162"O = 16d FLASHING. OF BRICK LINTEL VERT - Vertical I �SO.0� i " , 11, I � : I " I . ��_000 I I � I �1.11 I � � " 11 � I I ", - , ,', �� I � %2 . WWF - Welded Wire Fabric - " � I I 1 I/ %O 148"O - 1 Odxl'/2 " 11/2 xO.1,31"O = SdX11/2" ", - , I- 11 9 11 0.0 J L - ", , I 1-11 � we I I I I - I I � �� � ' � � I " '111_�:, i '� ­�, ': - - LIL L � ��'11_11 SHEET 1 OF 9 � - � . I ,�, - \ I I 1, I � � I I . 11 - - L_ - 11 ��, - I . 11 1, I - - - :,��,,,._;� I � - 1�w -, ��, � , I , A I � _11,� I I ,� � � � - I I - . : I 1. ' , '', L I E I � I I I I � 11 1 I � . - , - - . I __ I _ L I � _ 1 1 1 1 �� -,L ' � - _,.­�'_ ", " 1 , , - BE, FARL , , I - - - � I I I , ­ - -_ ,� , � -11& --..golumavii&Lwdk� I'll I - I . I I . - - � I -,�"� , �� , , , .,,'V&31510%110910911M*0�� ­_ = _1111,111 �­ ­­­ 1 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 WALL SHEATHING PLATE w/ 10d 0 3 O.0 STUD WALL FRAMING 8d COMMONWIRE NAILS w/ 2x SOLID BLOCKING „ i AT SHEATHING EDGE TO BLOCKING 0 3 Q.C. 6„ min DBL. TOP NOTCH HEADER Y REQUIRED I BLOCKING ONL Q PLATE LTE BELOW TOP PLATE ALLS AND. MAX� / , AT SHEARW 2x4 BLOCKING BETWEEN EA. I L u Pontl o and STUCCO FINISH TRUSS. ATTACH AT EACH 'WALL \ P °v 5-8d COM P RCH SHEATHING, HEADER STUD - ' Associates, S E SPECIFICATIONS e. D w/ 3 16 NAILS AT EA. J n c EACH SDE END , , PORCH B LOW I FRAMING INTERSECTION. MIN. OF OF SPLICE isd COMMONS �, _ ul HEADER ( 16d COMMONS 2x4 SYP 2 HORIZ. BRACING ® 8 GUN NAILS „ „ ( # I I 6-16 I I ♦. d BETWEEN EACH TRUSS , � 8 O.C. I „ SEE PLAN. ) 8 O.C. SHEATHING SPLICE , 420 S _ Osceola Avenue 24 O.C. BETWEEN OUTER WALL HEADER &SUPPORT PORCH LLE � FULL HEIGHT x & FIRST INTERIOR TRUSS. NAIL lax.. Florida 3225 I PORCH POST, PER PLAN. I � {2)MSTA24 ] 0 z N _ WALL ANCHOR OR DTT2Z CONT. RIBBON , N I NT. RIBBON 8d COM 0 CO � EACH END w 3 0.131x3 ..NAILS STRAPS PERPENDICULAR _ I / PERPENDICULAR MIN. 2 2x4 WOOD DICULAR TRUSS Ph. 242 090.8 Fax. 241 9557 _ , ,, HOLD DOWN AT ( ) BOARD TYP BOARD TYP) ( ) 3 O.C. TYP ( I ( ) TO WALL BASE OF POST BELOW. 8c (1) ADJ. FL. CA #:8344 SC. CA# 3579 DETAIL B ; _ I EACH SIDE FLOOR- r' I OPTION TO PORCH HEADER. WALL �.,.. . �� _ OF SPLICE N A i FLOOR TRUSS FLOOR I ... ,, SHEATHING TRUSSES TRUSSES 24 16 GUAGE POST BASE: ' - POT 4x4 POST.ABU44 OR JOIST. I 2x4 SYP 2 STRAP w 11 24 16<GUAGE -' OR JOIST. # I / STUD WALL FRAMING G SPLICE „ BELOW 6x6 `POST: ABU66' SHEATHING DIAGONAL 10dx1Y2 EA. END STRAP' w/11 w/ 2x SOLID :BLOCKING 1�no1rlu11 LSTA12 FOLDED OVER TO FASTEN EA. _ 10dx1 EA. END`- P AT SHEATHING I kz �. ATHING EDGE DOUBLE TOP PLATE {� ra - 8d COMMON WIRE .NAILS '{ \ as „ END w .I PLATE w/5 10d NAILS ' I / _ „ I S PLYWOOD PORCH. CONTINUOUS OVER , 4 3/a OSB or PLYW _ \ �w�.� +>'� , 3 10d COMMONS INTO TOP PLATE & 5 10d TO BLOCKING 0 3 O.C. , w +" ag e. PORCH HEADER - ° „ '�4 . .� , SLAB HEADER �. ' RIM BOARD Y I \ r • � n a a 6 NAILS INTO BEAM. SPACE SEE PLAN , �.. Y ♦ ('r' I SHORTER THAN + f , I <. l I TS16 MAX ®48 O.C. OMIT IF WALL _ CEILING Y T M. ALIGN I FLOOR S S E �� - f 5 TAP . � R S SHEATHING IS 1 FRAMING , ROD INSTALLED .. WALL FRAM WALL FRAMING MSTA24 un WALL FRAMING _ . �= .. NTH LINE „ ROOF TRU 1 VERTICAL JOINTS WI SS IVO ') 6 _ v, _ II STRAPS. EPDXIED 6 MIN. ON OF BEAM \ / a a .. SHEATHING SPLICE I WALL SHEATHING OR JOIST _ m INSTALL FLOOR TO FOR P .. .- L JOINTS ° , PERPENDICULAR r p 1 J PLN F PLAN. VIEW OF ELEVATLON VIEW _OF , , .. r FLOOR STRAPPING PER TRUSS CONNECTION - d BLOCKING ONLY REQUIRED 1L 5-8d COM - OF o EAD R 8 GUN .. ST cv A, .;.SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH PORCW HEADER PORCH HEADER SEE DETAIL B ABOVE • : NAILS CONTINUOUS 2x6 SYP#2 ♦� 4,, ` N s AT POST AT POST '� �. �� STUCCO FINISH -0F SPLICE ► P. c�1 FULL HEIGHT LEDGER FASTEN WITH .,� �. OPTION 2 „ OPTION 1 ANCHOR 0 T R DTT2Z 5-0.1.31x3 EA. STUD. S G, OARD OPTION H I SPJ, OVER LAP SHEATHING APA RIM B FLOOR ,TRUSS PARALLEL,S S HOLD DOWN AT MIN. 2 2x4 WOOD a, fCDqq n " ( ) ,, ! �� GYPSUM (WATER PROOF GREEN BOARD w 5d COOLER NAILS 0 6 O.C. E /2 ( ) / EDGE &FIELD BASE OF POST BELOW.: & 1 ADJ. ' OR OPTION B O PARALLEL_ TRUSS NOTE L TO PORCH HEADER. Christ' her a� ATE 0 ' DETAIL A Q S _ourin PE A. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. /8 (OR GRE ) SB OR PLYWOOD, w/ 8d COMMON NAILS ®,6 O.C. EDGE AND FIELD P � 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461 OPTIONS SHEATHING AND STRAPPING FLOOR TO FLOOR WALL SHE 1' 2 TYPICAL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION 4' WALL AD . TO ROOF CONNECT( I, 3 Q WHEN J ON OTEDSEE CONSTRUCTION SPECIFICATION F S0.1 50.1 S0 1 s OR ROOF R:E V ISI O N S' S0.1 AND WALL SHEATHING AND STUD FRAMING. DATE I SEE DETAIL 5 SO.1 FOR i I DIAPHRAGM ATTACHMENT WHERE APPLICABLE I I IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS ; ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ; ROOF „ q BOT. CHORD' w 0.131x3 0 3 O.C. DA A 2 SIMPSON H2.5T. FIELD A I I) LTERATtON TRUSS. „ A B " FLOOR OR FASTENED TO SHEATHING w 8d 0 3 O.C.-R00 A 2 CATS AT 12 / '2x4 SYF'# - :. TRUSS -------- - - - - - - - - - - CONTRACTORS ROOF TRUSS. HALL CONTACT LOU FASTENED TO TOP SD WC 15600 - -- - - - - - - - - - - - O:C.A , „ „ PONTIGO & ASSOCIATES PRIOR TO 11 /a SHEATHING FASTENED TO PLATE w 4-0.1310" C� 32 O.C. MAKING ANY STRUCTURAL FIELD /„ II II �� II MAX. PLAT w 1Od 0- 3 O.C. ' MODIFICATIONS COMMON. TOP E / SCREWS o NS WHICH MAY VARY FROM TH INTENT ENT OF THE ORIGINAL „ SHEARWALL CONSTRUCTION DOCUMENTS. ANY 16 MAX: OSB WALL FIELD ALTERNATIONS MADE PRIOR TO ATTACH B D 2x SYP 2 CONT. A D # B C B C Q D BEING( APPROVED BY LOU P ' S EACH END w ` ING oNTIGo & FASTEN CAT. / [ SHEATH ": TO TOP PLATE AND TRUSS C C AssaclArES MAY RESULT w TOE NAILS „ » _ MON 0 I 3 0.131x3COA1 E OF ADDITIONAL ENGINEERING OR i w/ 0.131x3 0 3 O.C. EDGE I 2x MAY OVERHANG TOP PLATE. SHEARWALL INSPECTION FEES. C C SHEARWALL OR SHEARWALL 1. 99 �� ," ' EXTERIOR WALL S $dC�3 6 SW ,$dC�3 6 s j F - PER OR ED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 STRAP KING POST To UPFEF TO LOWER STUDS A UPPER TO LOWER S STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 0 STUDS „ ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 1 04 O.C. SW Sd03 2 CS18 STRAPS SW 8d03 6, 2 CS18 STRAPS T AP RAGM-FASTEN ROOF FLOOR DECK Od O / ( ) ANCHORS ARE NOT USED I OSB DI � FLOOR7 Z-1 1 NAILER w 1 ROW 8d TO/ O -- TRUSS. A H 2.5T 0 32" O.C. TOP &BOT _ _ _ _ - > 2x4 SPF#2 CONTINUOUS TRUSS. D ENO DS TO FOUNDATION -END STUDS TO FOUNDATION EMBEDMENT DEPTH TOP " STEN TO TOP 0 3 O.C. FA 3/8 1„0 /z '/2"0 2x2x'/s„ 4„ 4„ FASTENEDSW LEDGER LE r5/8 3 a • 0 ' 8d®3 . HTT5., OR HDU5 SW 8d@3/6: HTT5 OR HDU5 7.5' 12„ PLATE w/ (2) ROWS „ 3 O.C.w/3-0-131 %, ri r 7 /is„ OSB f BLOCKING ; , �' o / TRUSS WEBS WIT - C -» PLATE".ANCHORS C - S PLATE o OLE ANCHORS OF 8d 0 � ,o r < ,�`, f3 , l<SEE </ x S EARWALL NOTES. SCHEDULEON DETAIL 3 S0.0 SEE SCHEDULE ON DETAIL 3' S0.0 � 2x4 SPF � ,< ,. PANEL r; r � ///� FLOOR COM MON , FRAMING 1 C AT ROOF TRUSS NTRACTOR MAY SHEARWALL NOTES LL 0 ES SYP#2 2x4 NAILER FASTENED II ALL AROUND I C OOSE A,B,C,D, OR G. 1. PROVIDE Vis» OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. I TO TRUSS BOT. CHORD w/ II 1 I FASTEN, CATS EACH END w I / 4 12 - 2x4 SYP#2 CATS AT 12 PROVIDE '2x BLOCKING AT ALL PANEL EDGES. 2 ROWS 0 .131x3" 0 3" O.C. O I I 1LS -0."I3 x3 A � O.C. 6 TELAE TO TOP O.C. FASTENED 2, ALTERNATE A. USE ALTE I INTERIOR ' - " PLATE' w 4 .0..131x3. / AT WALLS 2. PROVIDE `A MINIMUM OF 2 LSTUDS EACH EN F D 0 SHEARWALLS. KING &JACK STUDS AT H FADERS MAY SERVE AS - SW 2 AR WA SHE LL , -. - ;. SHEARWALL OR _ COMMON.. E -„ D 1NG BETWEEN ROOF ' END POSTS FOR SW. ,-. l Or -76"d NAILS EXTERIOR WALL TRUSSES. _ HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H 2.5T 0 32" O.C. TOP &BOT B SEE PLAN C 1 MSTA24 STRAPS D FULL HGT THREADED RODE F'L•AN SE OR HTT4 HOLD DOWN IIT"bXSE' (U`.O.N) (HEADER UP CONNECTION CALL OUT CONNECTION UPLIFT CONNECTOR A LS18 0 32" O.C. 8 SEE PLAN C (1)CS16 STRAPS , D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) V U Lf) I LA t'I W n1l 00W W .` .. O R OF ORF „ .:; TYPICAL 3. FASTEN ALL INTERN. S 0 LO U's ES PER b/S0.1 � , - , (TYPICAL)Lij ALTERNATE Q ALTERNATE "E A T . .. 3. USE ALTERNATE , ._ .��< � ALTERNATE F I OOT( G ELOW'SHEARW E & F FOR FLOOR4. INSTALL INTERIOR F SHEARWALL PER DETAILS ON S1.0 TRUSS ATTACHMENT W .V , SHEARWALL , P LL Z ATTACHMENT AT ROOF &FLOOR . s TY (CAL ELEVATIOP�1 5 SHEARWALL A ,::: 7 HEADER" fiLE bOWN;. a wHor .. t TED BL C NG `WITHIN FL S0.1 VI FLOOR PROVIDE SOLID SYSTE ._ MAT SW END POSTS. S0.1 THIS DETAIL , �I �,�• ONLY APPLIES WEEN NOTED ON PLAN �i.�. S0.1 l rx , o Uj 8d COMMON NAILS 412d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. ROOF NAl ( ) 2x4 SYP#2 OUTLOOKERS IN NOTES ANDSPECIFICATIONSSINGLE BRA JLn AT 3' O.C.(TYP) TRUSS 0 ?4" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN j FOR T -BRACE SHALL BE 1x4 SYP #3 H ,... .EACH END w/3 -1(d 3 OR H I < i2.ST HURRICANE P CLI 0 EA. ..-. • . ,, __ OR WALL STUDS _ ...: BETTER OR 2x4 SPF#2 DR BETTER. _ n WALL STUDS 2x12 OR 2 2x6 0 AIS r OUTLOOK TR O R (2)2x4 SYP#2 LEDGER, TOENAIL ER TO USS. a. (LION) 16 O.C. AT 16 O.C. FASTEN TO ROOF ( ) AT NG BELOW FRAM( 6-10d ri _6 TO (1)DIAGONAL BRACE PER.. ; _O 4 AILS w 12d N _ _. i AT EACH RAFTER. d ` . COMMONS .� _ �_ � >, _. -, ° 2. BRACIN I , ROOF SHEATHING ,. -,- .. � . 4 TRUSSES APPLIED G LUMBER SHALL INTERSECT u, J TO BACKSIDE OF WEB. THE WEB OF THE .BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. N. I°I .DELEGATED TRUSS. ENGINEER. Y, A��` � 2x6A I I ' I I I 3.)PERMANENT PERMANENT BRACING 1 ROOF TRUSS ANGLE BRACING APPLIED TO W ROOF TRUSS HERE NOTED ON TRUSS MFR. SHOP. [ SIMPSON H3 w 10-8d COMM f BRACE m �� FRONT SIDE OF WEBS.� DRAWINGS. THE CONTRACTOR SHALL DBL. SYP 2 LEDGER 1 lel � SYP 2 LEDGER ATTACH # NAILS FROM RAFTER TO LEDGER # STRAP PROVIDE 1x4 SYP 3 PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE T - II # IN BETTER TO EACH STUD, �. GE 2X4 T BRACE. ONLY WALL SHEATHING UP m { SCHEDULE BELOW' PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED s BOTTOM CHORD BRACING ' W -BRACE TO I REQUIRED FOR BRACE GABLE END TRUSS. I°I BLOCKING WHEN OVERFRAME e e a a WEB w/ 12d_0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM RAFTER LENGTH LENGTHS > 8'-0*. ° _ II CHORDS AND ATTACHED T LE LEDGER T BRAKE TO BE THE 0 EACH A -SINGLE LEDGER B DOUB ALT. TO ROTH H3 ABOVE " w 1 COMMONS I°I LESS THAN 4 0 FASTEN / Od ON TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 9L CS16 DIRECTLY _ X4 #2 SYP BLOCK EACH SAME SIZE, SPECIES,. :i 0 6 ON CENTER II GABLE END WALLS PROVIDE DIAGONALS VERTICAL • VERTICAL R.. -v AB - CONTINUOUS LATERAL RA AND RADE AS WEB , _.ROOF MEMBER. BETWEEN OVERFRAMING RAFTER LE .BRACE. FASTEN EACH BRACING, SEE � ° AT END WALLS PROVIDE I ACTION LEDGER SIZE &NAILING >. I I DE DIAGONALS , REACTION LEDGER SIZE &NAILING - RE AND ROOF MEMBER. ND W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND ,, TO BE BRACED. " 1 '„ t (APPROXIMATELY ROXIMATELY 45% TO THE O 0 0-775..:... .2x6 w 5 0.131x3 1850 2345 2x8 ,w/;6 /a 0x6 ,SDS SCREWS LOCATION. IF M ) , / - ORE THAN (1) LATERAL 5 ° ADJACENT EXTERIOR PERPENDICULAR _ _1 " ' _ _ II CULAR .131x3 CREWS BRACE JS � w 8 0 w 8 0x6 SDS S NEEDED OVERLAP P =r 776 1250 2x8 / 2346_3125 2x12 /a LOCK _ VE LA BRACE TO .:DBL TOP WALL ALL BETWEEN EACH LINE OF B 1251 1540 2x10 w/ 10 0.13 3 h II [ RACING I v� LT W/ 2-H2.5T AS SHOWN. � ° TO FORM A ZIGZAG: PATTERN ALL I 1540-1850 2x12 w/ 12-0.131x3" " CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT j MATERIAL. THIS REQUIRMENT IS NOT ; TO TIE IN OF`OVERFRAME RAFTERS TO TRUSS FRAMING. „ NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED � .131x3 TOE NAILS 0 8 O.C. ,. A EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, OM BOT. CHORD OF TRUSS 7. BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT 0 DBL. TOP PLATE USE A 2x6 LEDGER PER NAILING SCHEDULE I DIAGONALS IN THE END SPACE ROOF DECK. 2x4x6' SYP 2 LATERAL BRACE EA. I BETWEEN THE WALL AND THE FIRST # 1 i ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8-10 I ; LSTA12 0 48" O.C.OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ ,:; MAXIMUM SPACING OF 20 FEET. TYPICAL SDWC15600 0 36 O.C. OMIT IF GABLE END BRACING WHEN 8 - LEDGER CONNECTION �� s DECK LEDGER AT O�E:F=E RAFTERS 10 � sHEATHINc ovERLAPs CABLE 12 MIN 11 PERMANENT TRU55 BRACING „ „OTED _FRAMINR CONNECTION BY TRUSS VALLEYS ETC. S0.1 - S0.1 SCALE. 3 4 - 1 - ° G TRUSS TO LEDGE S01 USE THIS DETAIL TO FASTEN OVE, TOTES. 1. SPACE GABLE END BRAtIG ®4 6 MAX. / 0 ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYPJ2 MIN 2 PLY STUD MIN 2 PLY STUD D. IN LIEU OF 2 STUDS; IN LIEU OF 2 STUDS I ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS •ILS I TO SISTER A TO SISTER A OR BEAM GIRDER FULL HEIGHT Mw 2 " " TRUSS WASHER PLAN n IXI PLY 36 LONG STUD 36 LONG STUD OR B n ANCHORING SPECIFICATIONS (1)MST STRAPS BEAM FASTEN w 12- FASTEN w/12- _21 12- � p , F �E V-__ STUD / / Q OLD OVER DOUBLE FULL HT. -SOLE III , FULL HT. TOP PLATE. UPLIFT PLATE ANCHOR 1ANCHOR DOUBLE TOP CONNECTOR PLATE SEE PLAN s - WALL STUD ® OR POST. FULL HEIGHT - _v THREADED ROD SEE PLAN - -_t ELEVATION STEEL COUPLER 1 OPTIONAL, LOCATE © ( FULL HT.-- ANCHOR AS NEEDED) AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION SEE PLAN , PER PLAN. EMBEDMENT DEPTH FULL HEIGHT ANCHOR INSTALLATION ,CHART THREADED A 0 C D E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1„0 /z '/2"0 2x2x'/s„ 4„ 4„ 2„ 3" r5/8 3 a • 0 ' 3/< "0 3x3x'/4" 7.5' 12„ 2�„ 3„ MONO STEM IMONO STEM A FULL HEIGHT ANCHOR 71 IP1r Aflrtl f111f1 IAIC`TA1 1. A-r^KI /N" -AMT PLATE (2)MSTA24 STRAPS FASTE /18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.131x3" GUN 0.131x3" GUN NAILS FASTEN w/18 -10d HDU5. FASTEN NAILS (2)MTS12 {2)MTS12 • 26-10dCOMONS o SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM. W/8- Ya"x1Y2" THESE DRAWINGS IF A DIMENSION IS SDS SCREW UNCLEAR REFER TO THE S „ - SIMPSON ARCHITECTURAL FULL HEIGHT DRAWINGS OR ULL HEIGHT MINIMUM 2 PLY LTT206 THREADED (2)H2.5T 2 H2.5T CONTACT THE E.O.R. READED ROD ( ) ROD MINIMUM,. STUD Y2" THREADED ROD WITHIN �6- OF 2 PLY: MINIMUM „ EPDXIED 4 MIN OR GIRDER {SEE PLAN)),, PLAN NAME TURN TITEN FID AT 2ND STORY THREADED , , „ 2 PLY AT 2ND STORY ST IJD _ STUDS PROVIDE ROD EPDXIED STUD STUDS PROVIDE _ COUPLER TIGHT ;2x6 TITEN HD DAVENPORT CARIBBEAN AGAINST PLATE 1 CS18 STRAPS 7.5" MIN I V THREADED ROD 2 CS18 STRAPS SIMPSON TITEN HD RDD COUPLER AT BASE OF STUDS °°° UL EPDXIED 4' MINOR AT BASE OF STUDS DESIGN/DRAWN/CHECKED » „ s(FLOOR TD FLOOR) 1x6" TITEN HD (FLOOR TO FLOOR) CS KM LAP RODS - THD37634RC ( x6 /a„) MINIMUM 2 PLY HOLD DOWN SEE PLAN DATE .t SIMPSON DTT2Z ! STUD _% ROD = DTT2Z 1 08.22.17 /8- Y4 X`IV' HTT5 5/a ROD HTT5 SOS SCREWS SCALE BUILT U P POST, BUILT_ UP POST, SEE PLAN. SEE PLAN.AS NOTED I I 0.. I O LPA No. v TOLL -17-00776 HTT5 or HDU5 QTT2Z LTT206 CONTROL No. LTER ` TE FOR ALTERNATE FOR OPTION 1 OPTION- 2 :x W I 3 ,.` n 3598 F /s DLL_ EIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTLONAL .�. SHEET WALL JLU I IUlV rnr«rwLr Iwv nva I r1% r1% I I VI14 v1 IMINI FULL HEIUH I RUU AL I ERNA I w H LD LL" O D W FUL IG O N ATTR 14 HE HT THREADED ROD ` CHMENT DE 2 FULL (-(EIGHT WOOD FRAME WALL ANCHORING SYSTEM, 13 TTACHMENT ,5 TAIL 1 - -. WHEN 1s GIRDER /BEAM. STRAPPING ,I � 50.1 SOA - PHIS. DETAIL ONLY APPLIES WHEN NOTED ON PLAN sal so., ALTERNATE DIED S0.1 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 I „ OVERLAP SIDEWALL OVERLAP SIDEWALLTOP. PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE . . ALWAYS PLACE HEADER AT • •. : HEADER AT ... TOP OF ROUGH TOP OPENING OF ROUGH OPENING GARAGE 5/8"0 THREADED ROD HEADER . . .. . . . . , _ .. w 3x3x' " PLATE 2 2O a STRAPS / /a ( ) 9 . ALWAYS' PLACE .GOAL POST. FASTEN TO STUD (2)20ga STRAPS: . . . .. . . . . HEADER TO JACK - ••:.: HTT5 w/ HEADER TO JACK ::: . . . . HTT5 W/ HEADER AT PACK WITH 2 -ROWS OF 16d 1 ” . : „THREADED ROD „ THREADED ROD 1Is „ TOP OF ROUGH RING SHANK NAILS @ 12 O.C. EPDXIED 12 OPENING .. ... EPDXIED 12„ MAX o 2)20ga STRAPS o HEADER TO JACK EXTEND HEADER TO ATTACH GARAGE DOOR THRU .. 2 2 2 '> „ [EXTEND HEAD R T2x4 BLOCKINGE 0... ..FAR SIDE OF WAL 4-0.131x3 / L TOE NAILS 2 EA. SIDE 2 2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO r 2 2 2 2 ... .. � c) c ) HTT5 W FAR SIDE OF WALL 6x6 POST I AS SHOWN. 2x4 OUTLOOKER / STUD PACK, PER GARAGE DOOR ... .: H3 ®EA. NOTE (& „ 2 2x6; 2 2:6 SPF 2/ AS o THREADED ROD ( ) ... • . O # SHOWN. o � OUTLOOKER ! AT 24" O.C. (2)2x6 JACK STUDS D SUPPLIER JACKS 6 6 6 PLACE GABLE END TRUSS EPDXIED 12" _ .- „ „ TO THE INT. FA v AND 1 6 6 6 6 .. - - : 4 0x4 0 PIECE OF WALL CE OF O / :. / _ _ ,, BALLOON FRA o .: 4 0x4 0 PIECE L MED WALL E OF WALL SHEATING INSTALL AT UPPER t ROOF STUD SPACING, SEE 1 ,F ,. AND FASTEN . r SHEATHING TRUSS TOP HTT5 w �' . ^< SHEATING- INSTALL AT UPPER 2 ... .': ` CORNER 1 BELOW GARAGE HEADER / , �I ,, HTT5 w/ ( )2x6 FRAMING PLAN QB AND BOTTOM CHORDS TO ,. i „ - :... DETAIL A s CORNER 1 BELOW GARAGE HEA R / DER JACKS ON EXTERIORS (TRIM ED 2x STUD CORNER THREADED ROD STUD T ED AS SCHEDULE. BALLOON FRAMED WALL O � o � .THREADED ROD ( _ o ... .. _ 5 12d TOE „ „ DETAIL A " ... ❑ % ON EXTERIOR STUD TRIMED AS AND 1 1 Lu STUDS w 2-0.131x EPDXIED 12 ( EPDXIED 12 (} SHOWN) NAILS EACH / 3 66 6L u SHOWN 2x4 BLOCKING AT NAILS AT EA. STUD. . ) KING. ... .. 48" O.C. BETWEEN TRUSS P.T. SOLE PLATE �2 -' fl., •FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST Il A GARAGE HTT5 w " FASTEN SHEATING TO HEADER w 8d' COMMON OR GALV.' BOX NAILS INTERIOR TRUSS. SOLE PLATE / — IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING „ HTT5 w/ FASTEN GABLE END FLOOR THREADED ROD „ IN S' _GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING STUDS, BLOCKING & SILLS TYP. ANCHOR � � THREADED: ROD ( ) TRUSS w/ FULL HT. . EPDXIED 12" „ (ST DS, BLOCKING & SILLS) TYP. ANCHOR AND'HA4 SOLE PLATE EPDXIED 12 _ - n a q EA: END R GARAGE WING WALL SECTION ANCHO AR _ I _ A DOU13LE BLOCKING AT PANEL JOINT, NAILED TOGETHER w 3-16d SINKERS >.. DOUBLE BLOCKING AT PANEL JOINT NAILED TOGETHER w 3-16d SINKERS C4 1n THICKENED SLAB EDGE c, • . AT GARAGE OPENING. ... .. ... _ - _ �_ • ,� a • • e r ` • • • 6x6 POST WITH ABU66 .. .� . %"0 THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN „ Off' ( 5 I S Q a NOTES. 1 / THREADED ROD - ST DS 'DRILLED AND EPDXIED w 12 EMBEDMENT & x3x ER. f 4/ ,,,. } / 3 /a WASH EPDXIED 12 MIN. I I . f rCq � ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.I >. � �• ,."•• �, .� 1. T4s �., �•` �, �o 00 r r/ llil 111 I l lli 111 it 1S GARAGE WING WALL ELEVATION Yttt t,1 CONVENTIONAL SW �h I I , > ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR Christopher -J Sabourin PE REQUIRED. II FL PE#71461 R!EVISIO ,, � NS DATE GARAGE HEADER FRAMING GARAGE PORTAL WING WALL N 1 2 3 GARAGE WING WALL FRAMING LESS THAN 12 4 BALLOON FRAMED! GABLE END WHEN oT�o oTm oTEo S0.2` S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED. ON PLAN S0.2 THIS 'DETAIL ONLY APPLIES WHEN NOTED ON PLAN g0• i SPLICE2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS:O 24" O.C. JACK STUD JACK STUD 1F 4x4 IS SPECIFIED ON PLAN, AT DOOR 2x4 P.T. SYP USE 2 2x4 SPF#2 SUPPORT. No.2 AT DOOR ( } # MIN. (2)2x4 PT SYP #2 BLOCKING CLOSURE FASTEN w 3-12d TO N » 1F 6x6 IS SPECIFIED ON PLAN WALL ,� / E AILS. RIP. 24 MAX. 3 2x4 SPF#2 SUPPORT. p•. DOWN TO REQUIRED DEPTH_ „ USE O # POR . SHEATHING :.PRE-ENGINEERED \ I F'I'ELD ALTERATION RATED WALL SHEATHING w 12 MIN. / .-.__ WOOD ROOF TRUSSES. „ „ „ • \ CONTRACTOR SHALL CONTACT LOU Y x3TTACH PORCH BEAM TO 7-f dx1 12d COMMON , a Y2 8d ®6 O.C.OCEDGE &FIELD. CS18 w/ Y2 PLAN VIEW PLAN. VIEW SIMPSON LTT20B' . rr ' \ PONTI�o a ASSOCIATES PRIOR TO " TAPCON SUPPORT POST w 2 HTS20. WIRE NAILS' � / O EACH END 48 \ MAKING ANY STRUCTURAL FIELD RECESSED IN SLAB ® 4' O.C.' SCREW » I O.C. STRAP AN BE I ! \ � MODIFICATIONS WHICH MAY VARY W/Y THREADED STAGGERED \ ! FROM THE INTENT OF THE ORIGIN ATTACH SUPPORT POST TO INSTALLED E THEIR a� AL ROD EPDXIED 4 SOLE PLATE I I _ » CONSTRUCTION DOCUMENTS. ANY ^> FOUNDATION WITH HTT4 FACE OF STD CS18 w/7 10dx17� ANCHOR , 5 ^ " z „ FIELD ALTERNATIONS MADE PRIOR TO /e w/ Ox6 EMBED EPDXY ROD. U.O.N. EACH END @ 48 BEING; APPROVED BY LOU PONTIGO & a O.C. STRAP CAN BE ASSOCIATES MAY ULT SYP#2 PT SOLE PLATE a RES N CONC. CONC. # r If INSTALLED EITHER UPLIFT ADDITIONAL ENGINEERING OR SLAB SLAB SOX COLUMN I I FACE OF STUD CONNECTOR INSPECTION FEES. _ MAY BE U%ED IN LIEU OF 4x4 OR 6x6.8d ®3" < WATER PROOFING AT FLOOR FLOOR FLOOR LOWER PORTION OF TRUSSES T USSES TRUSSES DOUBLE ELEVATION VIEW ELEVATION VIEW OR JOIST. 0 JOIST.. OR JOIST. r TOP PLATE BOX COLUMN BY BUILDER » IF PT MATERIAL IS NOT USED. 1 -4 BEAM SEE OPTION' B i T SOT PLATE TO EBAMING BOT PLATE TO FRAMING :.BELOW CS1B® 32" O.C. BELOW CS180 32" O.C. ;. STUD TO BOT PLATE: , TRUSSES PERPENDICULAR TO WALL ABOVE SDwcr5soo SCREW. Y4"x3lV LA EW Q 32" O.C. WITH ROJND ER w ^ I I i TRUSS OR BEAM PARALLEL TO WALL ABOVE QENNs WALL STRAPPING DETAIL o - WALL STRAPPING DET 'SIL 11 WALL STRAPPING DETAIL vme4 r EN TTI:D S0. THIS DETAIL ONLY APPLIES WHEN' NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TED THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN , Ile I' : OFFICE COP I 5. , SYMBOLS LEGEND - -- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE 4 Y ti 4,1 d` INTERIOR LOAD BEARING WALL 74q77_ %/r7_ DESIGNATES SLAB RECESS 1 Associates, Inc. 420 Osceola Avenue Jax! Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA -# 8344 SC: CA# 3579 I ee��e�iNaUidltlsHa�ia�#rr+ 77)-03) ,y I ol a + ° y 1 ® + . No. 1 i r 4 9 1 "-0 STA F a S1.01 _F3.0 S1.01F2.5 ',� i'. o & I I I j I j 1 1 ;l j I I i I FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0- 2'-0' 2'-0 1'-011 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-O" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" S-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT: F4.5 41-6 4'-6" 1'-0 4-#5 EA. WAY BOT: 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL. FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95%' MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Christher l Sa bouri-n PE � FL PE#71461 RiEVIS10'NS DATE i i F IELD ALTERATION CONTRACTOR SHALL CONTACT LOU POrIGO & ASSOCIATES PRIOR TO MAING ANY STRUCTURAL FIELD ~ MODIFICATIONS WHICH MAY VARY FP09 THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & gSSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. �I T Fy lvv 4 Y ti 4,1 d` r' 1 r L i I , 141-411 01 I, O MONO FOOTING TO ^8 STEM WALL 2-- 5x30 O N S1.o1 I i w / # DOWELS EPDXIED 6" _MIN. » 4 CONCRETE SLAB w / 5 5 I a0 I I O r- O i I r FIBERMESH OF CONCRETE S1.01 1.5 LBS CU.YD. OR 6x6 W1.4xW1.4 I � o - I S1.01 I I PAVERS �BY .�.._ �._ - - _�._�_ WWF ON 6MIL IN PREPARE VAPOR BARRIER GRADE. I I I I S1.01 STAIRS BY 0 THERS �.; I _..__ - I E I I MONO FOOTING S T M W - ALL 2 TO #5x30 BUILDER PROVIDE 2-#4x4'-O"E w/ ` , / r ,% f f I15 r8 f SLIDING S R'' NG GLAS DOOR FRAMES MUST BE RECESSED AR ARCHITECTURAL PLANS SEE ANS PROVIDE SAW 5/S1.01, 'BUILDER ' COORDINA CUTS PER TO E WITH FINISH I , I I CORNER CRACK BARS . -, AT SLAB MID -DEPTH. DOWELS EPDXIED - 6 MIN. -J -- -XX _ I >- , I 1 , / S1.o FOR LOCATON OF SLIDING FLOOR MATERIAL. ; �w ;_ MONO FOOTING TO 8 9 O xr , , / GLASS DOORS. L J �, STEM WALL w/ 2-#5.x30. S1.01 $ s1.01 I - 0 I��I f/ � DOWELS EPDXIED 6' MIN. S71 01 _1 11 4'-1 8$-2" 6 -7 8)-8p) 5 -6 141-61) I F3.5 PAVERS 9 S1: ( � / F3.0�BY01 - OTHERS J- BY 1'q. -5MONO FOOTING TO STEMWALL w 2- 5x30" 5 II' ff S1.01DOWELS _--------- 4 STAIRS 0 d .01 EPDXIED 6 ,MIN. S1.0 BUILDER a 5 �,; STAIRS BY y.I S1 01 , { 5 5 I BUILDER I _. 00 4 I t \ , 5 SAWCUT I O r 7B r J v _ I 1OB _ CV S1.01 iC)(n S1.01 1'-11" t, i 3: Q 1 S1.01 r 3'-2„ 12'-6" - I01 I - o I - ' o O , t I 1 S1.01 I I I 3 < L----- S1301 I I, _ 4 I -------- S1.01 511 - ----- -°0-=�-- NY} -- -J ------- - I I I j I j 1 1 ;l j I I i I FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0- 2'-0' 2'-0 1'-011 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-O" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" S-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT: F4.5 41-6 4'-6" 1'-0 4-#5 EA. WAY BOT: 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL. FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95%' MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Christher l Sa bouri-n PE � FL PE#71461 RiEVIS10'NS DATE i i F IELD ALTERATION CONTRACTOR SHALL CONTACT LOU POrIGO & ASSOCIATES PRIOR TO MAING ANY STRUCTURAL FIELD ~ MODIFICATIONS WHICH MAY VARY FP09 THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & gSSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. �I T (SHEET 4 OF r i (SHEET 4 OF 12" HOOK INTO SLAB... 1—#5 CONT., PROVIDE �� SOLE PLATE ANCHOR, r # SEE 7B S1.01 8 CMU OPEN BOTTOM LINTEL SEE 3 SO.0 L u Ponti o'and A PORCHES, CORNER BARS TYP. / MONO SLAB FOOTING T PO � ) , ------ BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN: LSEE ARCH PLAN 20 Osceola Avenue 1 ,, / ; SLAB ON ax. Beach. Florida 32250 _ SLAB ON GRADE, _ _^_�.�® • °�- - 52 `-r. Ph. 2,42-0908 Fax. 241-9557 - ' SEE PLAN � .�'• � GRADE =STEMWALL SCHEDULE r , , REINFORCING COURSES SEE PLAN. 1 TO 6 #4 VERT. @ 48" O.C. �171TO10 #4 VERT. @ 24"O.C. FL: A # 8344. SC. CA# 3579. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. GRADE OR CONC. _ -J SLAB SEE PLAN. :,_ , . -� �f--,, -� y ,'' " r0 ,` _ �, `� I?..8 4 DOWEL TO MATCH VERT. ,✓ .� , \ / � 0 ES TO DRAIN SEE ARCH SLABnm CMU STEM =STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48" O.C. �171TO10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. ® 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. \.mm . m: . , \ y `.Y.. /. SHOWER PAN SL a 4 VERTICAL*" E111 <.� - a \ F ING SEE \ a _ -- - # DOW LS @ 24 0. C. �C Sfi , -.,.. m,:.STEMWALL REIN ORC (.. �. .� , �.\ GRADE fO� v_ SCHEDULE w 6 HOOK INTO z /" PLAN. MAINTAIN MIN. SLAB THICKNESS. 90 BEND INTO FT , �,.. ) / SEE PLANI - {{{ FOOTING.. LAP VERT REINFORCING � .. \ 25 IF STEMWALL IS GREATER Q \.. - , STA � N THAN 3 COURSES. � _. � ` _ � il v \ a • Q ♦ `V ,.. -. •. 1.0;1 STEM WALL SEE- 1 S a • � � � ,..� d CONTINUOUS CONCRETE . O N °.� .. -� o CONT. CONCRETE FOOTING / 00 v,: •. � . �, „ ' FOOTING .,, ' S/p ti 3 ::CLEAR ,,, �A „ — ONT. 1 STORY, w/(2)#5 C / \ \� r� 8dx16wA \./ TYP i Christo herabou�in 1 SPE 10 d x 20 w 2 STORY, w/(3)#4 OR (2)#5 CONT. 10"X20" FL P E# 71 4 6 I W/ 2 5 CONT. REVISIONS DATE I FOOTING 00 ING /SHOWER RECESS 1 STEMWALL FOOTING 2 3 GARAGE STEM WALL „ _S`1.01 IF REQUIRED S1.01 IF REQUIRED �-o SCALE. 3 4 — V-0" � ) � ) x - I TYPICAL WALL. FRAMING AND ANCHORAGE FIELD PER CONSTRUCTCON SPECS. ALTERATION CON'rRACTOR SHALL CONTACT LOU PON I'IGO & ASSOCIATES SOC 5 PR OR TO (1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD ' MODIFICATIONS WHICH MAY VARY a `. _ C_ FRO THE INTENT OF THE ORIGINAL CORNER BARS (TYPICAL) "-Ap CONSTRUCTION DOCUMENTS. ANY _ , STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 12" HOOK INTO SLAB.ARCH: I BEING, APPROVED BY LOU PONTIGO & „ ASSOCIATES MAY RESULT IN 4 MAX.) EQUAL TO SLAB AI?DITIONAL ENGINEERING. OR INSPECTION FEES. THICKNESS. SLAB ON GRADE, _ 7B @ SLAB RECESS PLAN - SEE. .. BRICK VENEER IS I 7 Z ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING WALL FRAMING SIZE. _ 1„ DEEP SAWCUT wi 4< Ln - / LAB ON GRADE, 8" CMU STEM WALL W/ _ _ 2— 5 :CONT. SLAB ON ELASTOMERIC SEALANT/SEE PLAN # Uj 4 VERTICAL DOWELS C� 24 O.C. ,,,'�`;,_ „ . :�, STEP, SEE ARCH. PLAN. # _. v . G.:a �' SLAB ON W ® GRAD r,_ . a, ^_. L ,.:, s . ':,s. N INTO FT *, �.. - d SLAB ON GRADE, _ _ r PLAN ..- � . a . SEE a -� a a 4 _ �T---- -- — :._--- _ .. � SEE `PLAN. GRADE a - 00 :. _ � SEE PLAN. \ ,- . NOTES. _ a _- a . \ y - ,maw., a t � e / _ LLP \ \ 1 PROVIDE SAWCUTS TO CREATE oo i •�, : _r APPROXIMATE 12 X 12 MAX. S CONTINUOUS CONCRETE _ i y t.. �k. . , _ -' 2 SAWCUT CONC. SLAB `WITHIN 4 TO �,_-.....�...., FOOTING } 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OP' 3 OPTION �._. —/ 8x16;; P :,., TY �n 1—STORY W/(2)#5 C T LAIRn ,k 1—STORY w/(2)#5 CONT. s x20- s x16 4 � 2—STORY w/(2)#5 'CONT. 10 x20. �„ „ s x2o 2In STORY, w/(2)#5 CONT. w2— 5 CONT. W BEARING N --� 4 STEMWALL AT GARAGE 5 SAW CUT DETAIL 6 AT INTERIOR 7 MONO. FOOTING AT STEP DOWN 01 SCALE. 3 4 — 1 0 S1.01 51.01 �-O S1. / II i a 4< d w �-- 00 Z m b: , 00 I TYPICAL WALL FRAMING AND ANCHORAGE PER MATCH DOOR 3/q,, CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. RECESS OTHERS BOND BEAM /1—#5 SLAB ON I �a. GRADE, SEE PLAN. SLAB ON PAVING n • 8 MASONRY BY BUILDER GRADE, z / STEM WALL W/ 12"x12" I 1#5 CONT. I j SEE PLAN. 04 f -- X GRADE OR CONC. /\1—#4 48 O.C. E.J. 3. z .Y J 1 r CO SLAB, , SEE PLAN. a �\/� j, MATERIAL b DETAILS _ •� SLAB ON ---Z7 -. GRADE, `: •y SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. \ DO NOT SCALE DIMENSIONS FROM ---=----= 5-- #3 (9)48” 0. C. OR � a d d /� THESE DRAWINGS. IF A DIMENSION IS /� c. THICKENED EDGE 8"x8 UNCLEAR REFER TO THE ROD CHAIRS (TYP.) w 1 5 CONT. DETAIL 10A ARCHITECTURAL DRAWINGS OR / 11 CONTACT THE E.O.R. (2)#5 CONT. 12' w/(2)#5 CONT. n » PLAN NAME 2 THICK x 20 WD DAVENPORT - CARIBBEAN DESIGN/DRAWN/CH ECKED CS KM LAP DATE MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 10 8 , n THICKENED SLAB 08.22.17 SCALE �01 �-o �.o AS NOTED LPA No. TOLL -17-00776 I CONTROL No. I 3598 I SHEET OFFICE COPY S101 SHEET 5 OF 9 I SYMBOLS LEGEND v DESIGNATES SHEARWALL. THE HIDDEN„ --------- LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ r DESIGNATES 8d COMMONS @ wY. 3" O.C. EDGE & 6" O.C. "IN THE FIELD„ DESIGNATES THE HEADER SIZE; NUMBER � (2.)2x8-1/2 OF PLY'S & J CK/KIN G STUDS NEEDED FOR SUPPORT HEADER. I P Lou Pontlgo and BEAM OR TRUSS, SEE PLAN A s s o c i a t e s, I n c. - ANCHOR NC OR LEGEND 2 20 Osceola Avenue )ax Beach, Florida 32250 % A307 DIAMETER FULL HEIGHT Ph. 2,12-0908 Fax. 241-9557 X THREADED ROD, SEE DETAIL 12/S0.1 FL: C,A # 8344 SC: CA# 3579 „ I A307 DIAMETER FULL HEIGHT _ i X5THREADED ROD, SEE DETAIL 12/S0.1 '; � tPtHttttlltittrts 3% A307 DIAMETER THREADED tJ ROD- TERMINATES AT FIRS �` tr♦ ° °? T FLOOR �t,wr a«r• � �. TOP PLATE, SEE DETAIL 12/S0.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR :• No. i 9"' l TOP PLATE, SEE DETAIL 12/SO.1 e ch 6x6 P.T. SYP 2 POST TA(3)2X6 F w �(3)x6 SIMPSON HTT5 SEE DETAIL 15/S0.1 o Qe +C <C✓ . N w ABU66. SEE DETAIL SPF#2 Ato N _ r 2 2x8 1 2 T.(2)2x6-1/1(2)2x6-1/13 .,, 2 S0.1. TYPICAL I-,� �) / POS 00 / ( ) P 0 T. _2x ®t L rl) SIMPSON 'DTT2Z SEE _DETAIL 15/S0.1 - - _(0- (2)2x6 _ j ih L _.. 2 2X6 � � / �a Chrrst her Sabourin PE C I SPF#2 I } > I SIMPSON LTT20B SEE DETAIL 15/S0.1 FL P E # 7 14 61 POST. ! FASTEN TOP OF WALL I OSB ALL ! J REVISIONS DATE I - N ��. I \ WALL ..STUD SCHEDULE I SHEATHING. PER DETAIL 5/50.1. I � I;,, I I --- - ✓ I PLATE STUD SIZE N LOCATION I HEIGHT &SPACING I II - 1 to \ f x I I cfl � I:II N \ 9 -1 2x „ ` EXTERIOR 4 SPF#2 @ t6 O.C. , � v i t CO CO .. MAX i \ x , 10 -1 2x6 SPF#2 @ 16 O.C. or N7 I ucccl` EXTERIOR #W I W : W ( SB WALL i MAX' 2x4 SPF#2 @ 12 O.C. o It0 -1 TO „ _�e ____ _ O o SHEATHING. ExrERIOR _ „ 2x6 SPF#2 @ 16 O.C. , ENTRY JAMB I N __-�-- � 114,_0 m m m ----- x Q FASTENING I <e Q 10 0 „ INTERIOR MAX 2x4 SPF#2 @ 16 O.C. I N �_ _ �_ �_ ___ _ _ .__! I 101 PER 8/S0.1 I t7 I - 12 -0' 2x6 SPF#2 @ 16 O.C. or FASTEN TOP OF WALL I INTERIOR " F Ego ALTERATION I j m `I_ I H I I- I MAX' 2x4 SPF#2 @ 12 O.C. -- W -� CONTRACT PER DETAIL 5 E S 0.1: I �' cn stun Nous. OR SHALL CONTACT LOU PONTIGO & ASSOCIATE PRI T / (n 5 OR O t �_ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE. THIS TABLE MAKING ANY STRUCTURAL FIELD ,/� � MODIFICATIONS WHICH MAY VARY. �. /r I ' � 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.. FROM THE INTENT OF THE ORIGINAL m CONTRACTOR CONSTRUCTION DOCUMENT COR MAY INCREASE STUD SIZE 70 MEET , S. ANY j 2 2X6.1 1 ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO `� rJ O / 'APPROVED BY LOU PON'rIGO & BEING 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN NI� YELLOW PINE. ADDITIONAL ENGINEERING OR j / INSPECTION FEES. 1 / `- '� % /° \ SEE 3 SO.1 FOR BEAM 4.) USE SYP#2_FOR ALL TOP PLATES AND SOLE PLATES. L STRAP HEADER / r � � 'CONN. CONN. TYPICAL 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS .�; PER 7/S0.1 N (TYPICAL) > x4 I ; ,r I (5)2. I x I r0 CONCRETE SLAB w/16d'MASONRY CUT NAILS @ 16 _ O.C. N �. N .MINIMUM. SEE 3 SO.0 FOR ADDITIONAL ANCHORS AT 2 2X4 SPF#2 SEE 3/S0.1 -_FOR BEAM �, ./ # N SHEAR WALLS ' / CONN. TYPICAL SPF#2 PST. �- 2 2x8-1 1 G O / POST. GIRDER FG01 ABOVE1. (2)2x8 _zJ COMBINED USE PANEL NOTES O _LD 1. EXTERIOR WALL SHEATHING SHALL BE , �I II ,. I 3 2x4 V3/1/2I I 2 2x4 X7 1.SE I �, , ( ) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST / /, r © , li l I. , , Q I SPF#2 i SPF 2 TOP LA Ln PLATE. SEE DETAIL 1 S0.1 R I: FO SHEATHING cO G I I I I / lb I PS POST I; I I' ;� ;; # ,. II SEE DETAIL �oq( pc SPLICE LOCATIONS FOR MULTI STORY CONDITIONS SHEATH CONT. THRU I II POST. p, POST. 'UjN QI 3 i 1 SO.2 PERPENDICULAR WALL „ _ / 2. SEE SHEET S0.0 FOR WA SHEATHING f LL W TRUSS T30 ABOVE / / Dc k _ I SPECIFICATIONS. , ,. I � 2 2x6- 1 L I I J 3 2x4 2 2 6 3: UPPER MOST TOP 'PLATE SUPPORTING ROOF ( ) . _ G t� f.•' BRACE TOry P ..:, ,, � -SPF#2 � I . i , ., � MEMBERS SHALL BE STRAPPED AS SHOWN IN co �a. OF WALL:. PER f? DETAIL l S0:0 ST. POST. I- / PO ,.. wil 1 0.1 SIM:.:.. S I .., / NUj - ;; Y_ Y _ TRELLIS B .- 4.`'INST LL _ r ALL SOLE PLATE ANCHORS PER ,:.. I I __. � .. HOR DETAIL I cn BUILDER 3/sao T: ttttt� I i M I r _-_ I ; _.... ._ .._. ._. - . J GEN ;... . __ ERAL NOTES OSB WALL SHEATHING. _ CONT T 0 2nd LEVEL w � I I, 1. SEE DETAIL 2 SO.0 FOR WALL FRAMING DETAIL. C� / nn *n TOP P Z LL LATE. LAP AT FLR SEE WALL STUD SCHEDULE THIS SHEET FOR R STUD I � SYSTEM SIM- TO 1/S0.1 -I I SIZES AND SPACING. AT GIRDERS AND BEAMS �L PROVIDE STUDS B ® I ELOW TO _MATCH BEAM GIRDER \ / i N F WALL C� W FASTEN TOP 0 ,� r/ LLI PLIES: N I STRAP HEADER PER DETAIL 5E S0.1, \ ! / X 2 SEE SHEET SO.O FOR ROOF AND FLOOR N , PER 7/S0,1 N I SHEATHING : \ E HING SPECT FICATiO ' S. 00 li , N N ,, I � _ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I : PLIES � I BEAMS HEADER. AND STUDS FAST ( ) EN PLIES N € , TOGETHER PER DETAIL 6 SD.O r I I / , OSB WALL ;I I F`; I SEE DETAIL THIN I SQ,2 4. INSTALL SOLE PLATE ANCHORS PER DETAIL �B WALL / W SHEATHING. I b- 0 T11O 'i 3/SO.0 SI ATH I N G. r , [.. w=- _ `- 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z ; ATTACHMENT PER DETAIL 5/S0.1 m I (2)2x6-1/13 2 2x6-1 1((2)2x6-1/2 2 2x6-1 1 ) /I ) / 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT' I HB TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS j 0 C518 STRAPPINGDETAIL ETAILDo J U CS18 STRAP w/ 10 I END LENGTH. FASTEN I ss THIS END w/ 9-10d. WALL FRAMING -/W ca i FIRST FLOOR ( NO NAILS REQUIRED FLOOR I IN CLEAR SPAN j a /� \�( TRUSSES I IF fAI V I V V OR JOIST. 4 WALL FRAMING W Z PLAN SHEAR A NOTE SW: 3/6 o f CS18 STRAP w/ 10" SW: /6` DESIGNATES SHEARWALL END LENGTH. FASTEN ,+ "FIELD" THIS END w/ 9-10d. NAILI G 8d @ 3 EDGE AND 6 FIELD DO NOT SCALE DIMENSIONS FROM THESIDRAWINGS, IF A DIMENSION 15 NCEEAR REFER TO THE SOLE PL`;.» E ANCHORS - SEE SCHEDULE ON ARS CONTACTTITECTULDEEOR SOR j OND TAI` 3/SO. 10 FIRST FLOOR F MING PLAN(DAVENPORT PLAN NAMEj - CARIBBEAN SOLE P TE ANCHOR SPACING SCHD ALL EXTERIO ALL 42" O.C. UNLESS,OTH NOTED SHEARWAL: 24" O.C. (SW 8d@3", ") SOLE PLT @ WHEN NOTED ON PLAN SEE NOTE 2 fi s DESIGN/DRAWN/CHECKED QS KM LAP DATE 08.22.17 SCALE AS NOTED _ LPA No. ;TOLL -17-00776 ONTROL No. 1. INSTALL S PLATE ANCHORS PER DETAIL 3598 3/0.4 SHEET I 2. AN�'HOR S I .TNG SHALL: BE AS NOTED. FOR 1 EXAMPLE -1 OLE PLT ,� 6" = 36' OFF s 3 ��� V�1 ON CENTER ACING I z sm SHEET ..# '; 6 of 9 2 RAFTER TAILS, S0.1 / SEE DETAIL 8 S F H B C4 r - f N GNI N C� PORCH CEILING SHEATHING � H 1 AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. .�✓`/ ✓ / � C . i/ I . `s I / r / ✓ f / A i f f / f ✓ / f / f i,J f s / t / 'i f I 1• j ,� I / f I f f BALLOON r. r`, / r /: FRAME WALL J SEE 1/S1.2 S / r / I� t N cli C4 V V N CA V .04 CO i 0 to to to T30 C) ft _. T3: 8T36 SO.2 z' T35 8 SO.2 \ / T35 1 / 8 11 SO.2 -1-35,/1 /1 _/RAFTER TAILS,N T35 \I SEE DETAIL 8/SO.2 - T34 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION, FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0: 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.1 SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO 4. WHEN USING2 H2.5T CLIPS ON 1_' WIDE LUMBER,"PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. L u Ponti3 o and ssoclates, Inc. TRUSS 20 Osceola Avenue FASTENING DETAILS x. Beach Florida 32250 20 Ph. 22, 0908 Fax. 241-9557 FL: dA # 8344 SC: CA# 3579 t �LI hy. b Rd � b • y • tl .f�J• b \ \ • • J - mob ®\\�.„w � I. �,. • �� ,< me" ®fib®� ic.® '4:♦ s me�qq.. y (y �m w NO. 1 1 A � 8 RAFTER TAILS c 5 1 _ S TAI F o SO.2 SEE DETAIL 8/SO.2 y - -_ S0.0 SO.1 S0.1 / y ♦ �,. N 2 HTS16 2 HTS16 •y O � ,. N s s T06 STUD DIRECTLY , F 10 � ' v , s uss r. r� �r d �r c� cv SDWC15600 _ STUD SDWC15600 I N N N O' O O O 0 O O O Chrlstb her Sabou I H I- I- I r n PE � �- F- H P THD46 HTS16 6 - F09 , JUS24 THD46 _fJS FL P E# 714 6 I c:) 07 F09 _T_FaFl4F, ___ SHEATH CONT �I- -ROSS TIED WN WITH IMPSON SDWC `I JUS24 \/ REVISIONS THRU LOW ROOF. THD46 THD46: JUS24. r. DATE i T BEAM B BLOW /\ F09 Rafter to Top Plate shown I I _ Truss to To Plate i THD46 THD46 JUS24 / \ - / \ Jl p Pae S mllar I �I F i. c i F09 ' / \ / BALLOON Optimal 2 P 2� I I / \ FRAME WALL JUS24 THD46 THD46 10 0 1 I SEE S1.2 /. 1 OSB BLOCKING G ,< r F09 • x 1 r PER DETAIL ,� �` .THD465E S 0 1 � THD46` JUS24' J 24 . I T 7 HELD ALTERATION ERATION , HTS1 THD46 THg4s JUS24 J 6 CONTRACTOR CTOR SHALL CONTACT LOU 4 STUD DIRECTLY Po TIGO &ASSOCIATES PRIOR TO e - MA'IN N K G ANY STRUCTURAL FIE BELOW TRUSS U LD T07 „Max MO IFICATI N O S WHICH MAY VA Y 9 _Y R i i FROry THE INTENT OF THE ORIGINAL _JUS24 THD46 6 CON TRUCT' .ION DOCUMENTS. ANY TH FIELD LTERNATIONS MADE PRIOR TO BEINGf�APPROVE I D BY LOU PONTIGO & SDWC15600 9 TOP PLATE TO ASSOCIATES MAY RESULT IN A DITIONAL ENGINEERING STUD 15600 4 OR JUS24 I SDWC I THD46 TH@46' / INSPECTION FEES. 'I T 2 •Note 1. Sloped roof rafters may be sloped up to and Including La 12:12 I " S9.1 pitch and must be blydsmouth cut. JUS24: ` I ; P 2. Reference detail 4 f THD46 THD46 or Installation instructions. I s' 09 i T F09 (2) H S16 SIMP DW SONS C INSTALLATI E 7 2 HTS16 JUS24 Tog ON RANG PORCH CEILING SHEATHING i � AT BOTTOM CHORD OF V F08 � a � i 0 n TRUSS SEE 2/S0.1. 2 = T. 6 > Z U I / V ! 39 f I I2 HTS16 co co ( ) i o o ', JUS24 2 I I 1, LL LL S0.1 b I \ I W F04 1 T1 4 r �. n n n n _ u 4 ,. .. f f \ 2 w HTS16 ( Z i.. � ,HEATH CONT THRU ��o ,_ 5 z4 - - r., T1 03 .. Q ., . �,: LOW ROOF TO .....E u� 1ST _,. � � , ._ <� .. fix- ,. OSB BLOCKING P W C G ER �� � . _ _ _ U Q L EV -L OTT TRELLIS BY - DETAIL 5E S0.1 LLJ JU 4 BOTTOM 'LAT - / w �., i" w I T1 BUILDER F03 O t _ Zw : i I IJ JU SHEATH CONT THRU � w ww LOW R F03 ROOF TO 2ND, STUD NOT DIR w ' vi ar ECTL OSB BLOCKING PER N COD CD o o cL J i- LEVEL BOTTOM PLATE � BELOW ; > > : TRUSS :L� � DETAIL 5E/S0.1 > > > > > > JUS 4 I SDWC15600 I N � o" T1 8 1 / \ i \ / I 1 `( o I _w O .. Q W O, Note. Reference detail 2a for mstallatlon angle limit M Z O F- to JUS2� / 1 / 1 / 1 / SO.2 I►1 o I� L O SDWC INSTALLATION D JUS24 H 1 /\ /\ F0 I\ 1\ l l\ T1 � , Rafter to Top Plate shown. Q /1 /\ 3 I O RAFTER TAILS I JUS24 (Truss to Top Plate similar) o / \ -J SEE DETAIL 8/SO.2 W LL. I- l \ I 1 I 1 1 1 i 4444 1.___ ___ I \ I \ l 1 0 - 2 17�2 � STUD NOT DIRECTL (2)HTS16 HB BELOW TRUSS 10 1 10 S0.1 SO.1 SO.1 Do not install SDWC in hatched area O SDWC15600 I I ( l Products ss onnec or PlotlD Length Product Plies Net Qty F1301 20-05-08 onCENTER® LVL 2.OE 1 3/4 If x 16" 3 3 Floor r ss onnec or List Manuf Product Qty, USP ITHD46 23 ` Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE j _ FLOOR AND I TRUSS / R OF RAFTER NOTES: STRAPPING NOTES ROOF TRUSS 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING X°" minimum edge Rafter or Truss PLACEMENT WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 distance for full SCREW UNLESS OTHERWISE NOTED (with Splice mae be in upper or PLAN without aplate splice) I lower plat �1 DO NOT SCALE DIMENSIONS FROM 2 x 4 fj THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE BLOCKING -II ROOF r 4 0.1 1 3X2OffsetCONTACT %s from top plate . ,t ARCHITECTURAL DRAWINGS OR THE E.O.R FLOOR` AND ROOF TRUSS PLACEMENT `P N @ 48" O.C. SHEATHING for full s - STUD NOT DIRECTL BELOW TRUSS PLAN NAME SCALE: 1/4" = 1'-0" I BALLOON FRAME WALL DAVENPORT- CARIBBEAN DEs ;IGN/DRAWN/CHECKED �S / KM LAP i� 1 DATE MSTA24 2x6 LEDGER w SDWC / AT TOP PLATE SPLICE 08.22.17 (2)SDWC15600 SCALE r Q EA. END AS NOTED g DTT2Z wY2x6 / j LPA No. LAO SCREW C� TOLL -17-00776 » 48 O. C. CONTROL No. 1 BALLOON FRAME WALL 3598 SHEET �.2 OFFICE COPYS12 HEET 7 OF 9 I SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN -------- LINE DESIGNATES SIDE OF WALL THE SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS @ 3„ O.C. EDGE &' 6" O.C. "IN THE ' FIELD° : I I DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK KING STUDS NEEDED (2)2x8 1/2 JACK/ KING SUPPORT HEADER. Lou Ponti3 o and BEAM OR TRUSS, SEE PLAN s s o c i a t e s, Inc . ANCHOR LEGEND _ 420 Osceola Avenue I Jax; Beach, Florida 32250 ' I /8 A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 X THREADED ROD, SEE DETAIL 12/SO.1 FL: CA # 8344 SC: CA# 3579 r X5 THREADED A307 DIAMETER FULL HEIGHT `5 ROD, SEE DETAIL 12/SO:1 t; e 4/8" A307 DIAMETER THREADED ►y'�R 97. +� ,::Il,J •e••as• 'fir I ROD TERMINATES AT FIRST FLOOR. � +•.. a•• � y� T IL 12 So.1 .` • E • 0 'N OP PLATE SEE DETAIL / *., • �C% a• . a ALLOON FRAME WALL TO OUTLOOKERS 5� A3o� DIAMETER THREADED P No. 1 6 = » '' •` i ROD TERMINATES AT FIRST FLOOR _ w ' 2x6 SPF#2 @ '16 O.C. PER 4 # /SO 2 (95 TOP PLATE SEE DETAIL 12 SO.1 - A F SIMPSON`HTTS SEE DETAIL 15 S0.1 ST OON 00 / r � � Bp�� r�•�4 P•rD ��+� N i/ V) � Irk \'. . 2 2x6-1 2 2 2x6-1 2 2 2x6-1 2 ,, .3'.........Cz NA SIMPSON DTT2Z SEE � 99 DETAIL 15 S0.1 p 9 / eeuo��aaaa99 I ao 00 Chrlst p h e r J S a b o u r i n PE I SIMPSON LTT208 SEE DETAIL 15 SO.1 FL P E# 7 1 4 6 1 U U ' I SHEATH CONT RiE VISIO N S _ THRU LOW ROOF WALL STUD SCHEDULE DATE TO BEAM BELOW I I PLATE STUD SIZE LOCATION � HEIGHT ` &..SPACING \ EXTERIOR 9 -1 2x4 SPF#2 @ 16 O.C. E OR MAX Q N 0_' EXTERIOR 10'-1 2x6 SPF#2'@ 16 0.C. or J I W MAX 2x4 SPF#2 @ 12° O.C. W:O W co 0EXTERIOR10 1 TO „ 2.6 SPF#2. 0 16 O.C. J '10:-1 4-0 O r J 101-011 �- Q INTERIOR 2x4 SPF#2 0 16 O.C. J, `I MAX - S1 C 8 @BOTTOM OF 'STUD „ J I 12 -0 2x6 SPF#2 ®16 O.C. or # - Q INTERIOR FIELD ALTERATION 1- I WHERE NOTED. SEE DETAIL � i MAX 2x4 sPF#z o 12 o.c. Q p I w I AT BOTTOM RIGHT OF PAGE. STUO NOTESe CONTRACTOR SHALL coNracT LOU � I w , PONTIGO 8 ASSOCIATES PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE' MAKING ANY STRUCTURAL FIELD < I . MODIFICATIONS WHICH MAY VARY Q (n W ( Q FROM THE INT T m 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. EN OF THE ORIGINAL W CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION TRUCTIONb DOCUMENTS. ANY ARCHITECTURAL REQUIREMENTS. FIELD,ALTERNATIONS MADE PRIOR TO Z BEING' APPROVED By LOU PONTIGO & W 3, SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN YELLOW PINE. ADDITIONAL ENGINEERING OR `I � INSPECTION FEES. LL- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. I I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB-w/16d MASONRY CUT NAILS @ 16" O.C. f MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS Ii1 I hl COMBINED USE PANEL NOTES _ _ _ _CS18-�i (� CS18 ti --- -- - - _ jI H �I � 1. EXTERIOR WALL SHEATHING L BE V I� TING SHAL , � I I I� d CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I u TOP PLATE. SEE DETAIL 1 SO.1 FOR SHEATHING 4< Ln 1 Ii 'I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING > . I W SPECIFICATIONS. I 16 SHEATH CONT THRU C, 3. UPPER MOST TOP PL ROOF TO 1ST ATE' SUPPORTING ROOF Go x N lig ,..-�.�_..v_ a. _ � :... i :MEMBERS SHALL BE STRAPPED AS SHOW I L. „_-- ------------ CN ;< LEVEL BOTTOM PLATE N N -_ L DETAIL 1/S0.0 4. INSTALL SOLEPLATE ANCHORS PER DETAIL W 3 SO.O _ I I I Z �^4 I GENERAL NOTES I 1.' SEE DETAIL 2 SO.0 FOR WALL FRAMING DETAIL. / � Z ri SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, (I1 ' PROVIDE STUDS BELOW TO BEAM/GIRDER SHEATH CONT .THRU � MATCH / R _ �C PLIES... w .LOW ROOF..TO 2ND- LEVEL NDI ; , I rr^ LEVEL BOTTOM PLATE V 1 _ � 2 SEE SHEET S0.0 FOR ROOF AND FLOOR Ld SHEATHING SPECIFICATIONS. i , � J 3. WHERE FRAMING. MEMBERS CONSIST OF MULTIPLE. I, PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL6 SO.0 i / 00 Z 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W W V I I o 3/SO.0 v1 0 Q 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z LI- __ it ATTACHMENT PER DETAIL 5 S0.1 ((2)2x6-1 /2 (2)2x6 1 /2 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U U TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 3ALLOON FRAME WALL TO OUTLOOKERS e 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING w/2x6 SPF#2 @ 16 O.C. PER 4/SO.2 AND HOLD DOWNS O O CS18 STRAPPING DETAIL U CS18 STRAP w/ 10., END LENGTH. FASTEN THIS END w/ 9-10d. ' o WALL FRAMING w „ Z " I I I NO NAILS REQUIRED SECOND �� Q I FLOOR i IN CLEAR SPAN FLOOR TRUSSES OR JOIST. ,F WALL FRAMING w RAMING o � � PLAN CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w 9-10d. 0.131X3" @ 6" O.C. / DO OT SCALE DIMENSIONS FROM 2 X 6 BLOCKING THESE DRAWINGS. IF A DIMENSION 15 ARCNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. XX TOP PLATE TO STUDS w/ _ PLAN NAME SECOND FLOOR FRAMING PLAN SDWC15600 @ 32 O.C. , (DAVENPORT CARIBBEAN SCALE: 1/4" = 1'-0 UES,IGN/DRAWN/CH ECKEU CS KIM /LAP DATE 08.22.17 GIRDER SCALE TRUSS PLATE TO TRUSS: As NOTED FLOOR SDWC1560 LPA No. TRUSS. j TOLL -17-00776 CONTROL No. y 3598 1 SECTION SHEET OFFICE COP'S S1.3 SHEET OF I 8 9 I SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. Ilia 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SOA. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0,0: 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS Isla DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER- Lpu Pontigo and TRUSSAssociates. Inc. 420 Osceola Avenue FASTENING DETAILS ]axi. Beach, Florida 32250 _ Ph.2#2-0908 Fax. 241-9557 I FL: CA # 8344 SC: CA#3579 I' i yyyty►ea�a;•� ►�yy ei aeatsr Sel : `4-. • M �. •�� �,}, V'1 C; No. l 6� v, y i F o SET TRUSS TOCq INSIDE FACE OF ,,��C,�t`°®.;�(p ��-4.••'�,''� N .00 WALL PER 4/SO.2 STUD DIR �1ECTLY •,' "`''�i ..R. .. � �, i AIL BELOW TRUSS TOP PLATE TO Derr .,yyyy SDWC15600 STUD SDWC15600 Christopher J Sabourin PE I FL-PE#71461 TRUSS TIE DOWN WITH ` SIMPSON SDWC REVISIONS DATE ! Rafter to Top Plate shown Truss to Top Plate similar I Optimal 22)2' 10' 0 309* j i ii f ELD ALTERATION COINr RACTOR SHALL CONTACT LOU 1ELOW SS MAKING DIRECTLY M' IGO & ASSOCIATES PRIOR To TRING ANY STRUCTURAL FIELD Yz"MOX =IFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEINGI APPROVED BY LOU PONTIGO & SDWC 15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 A[ DITIONAL ENGINEERING OR INSPECTION FEES. SIM. Note: 1. Sloped—roof rafters may be sloped up to and including 5 a 12:12 pitch and must be "birdsmouth" cut. SO.O 2. Reference detail 4 for installationinstructions. SIMPSON SDWC INSTALLATION RANGE V < Ln t W L/) LLJ Ce ED i v$ae §., Uj Uj STUD NOT DIRECTLYZ # BELOW TRUSS i, i SDWC15600 I I Note: Reference detail 2a for installation angle limit I SDWC INSTALLATION L.L Rafter to Top Plate shown ' T (Truss to Top Plate similar) �J r ��° STUD NOT DIRECT L �y-� 00 SET TRUSS TO BELOW TRUSS W 4 INSIDE FACE OF S0.2 BALLOON FRAME WALL TO OUTLOOKERS WALL PER 4/S0.2 F_ �i w/2x6 SPF#2 ® 16" O.C. PER 4/SO.2 Do not install SDWC in hatched area 00 SDWC15600 U Overhang 1 1/2 MIN TRUSS' AX ROOF RAFTER NOTES: STRAPPING NOTES 2° "' 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS'& 1—SIMPSON SDWC15600 DWC INSTALLATION RANGE SCREW UNLESS OTHERWISE NOTED L ROOF TRUSS Rafter or Truss P-ACEMENT X"" minimum edge PLAN values distance for full values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ' Ys" from top plate f ARCHITECTURAL DRAWINGS OR SpIICe Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ROOF TRUSS PLACEMENT PLAN DAVENPORT CARIBBEAN SCALE: 1/4" " — 1'-0" I UES!IGN/DRAWN/CHECKED OS KM LAP I DATE DWC AT TOP PLATE SPLICE 08.22.17 SCALE j AS NOTED LPA No. TOLL-17-00776 I CONTROL No. } x 3598 4 i SHEET OFFICE COPS' SIA �SHEET 9 OF 9