Loading...
556 TIMBER BRIDGE LN - STRU. DRAWINGSi : i I I I 1, I I � � , "', I ; ,. ...., -- " �� , � I I I - I � � I I I � � I - I I I 11 � I 1: I I . ,, .,.� . L, � � � -1 - , ­ I � I I I ,,, - �, " � .... .. I I , //' � � i , I , I � ; -��, " � �, , ,� , , " , , , I I I : � I 91 1�4,, , � , � � , ,� :, , i�4 )11 11 I � I I I � I ,J 1��'�� ", I � ,��,, ujlj� :t�, J, � I, ,� ,,, ��,' , �,'! �, I I , I .11 I I I I � , t �� -,, , - � '�,', , , , 1, � � �'�' , � �' j��,Tzc I i t �11 ',� " i : ,,, I ,�� I " - " , m j, , �-� ", �­- ,� , �� 'i i � , � , � - - �',�,,' I , � I' A I , :1 � I , , , ., li � ,!, �, 11 f � - - , " , i , 1 . � � .�, 1 I . � ! � I � 1, I "I � I , 11 I ,,��, � � - -,� � � , I �, I 11 I 4 'I, , ��, � ; ��,�7 � � �� , :� J ;;',�, I , I I I , � L-l '1� � i � , i,, " !I! ,I ; ', , , , i'� , ,* ,�'I�, � ,X, � ;�, �, , , 6,� ! I - � , ,- � ,, I ­, , - I " 1 �, ,,� , , ­ k , , ", , I'll, 1� - 3- j�, ?,��j '� ,� �j � I Y � � ��, 'I , " , , I � ��, � , " � L -", � �, . , , " " , ­:��, � , I I I . I TYPICAL HEADER NAILING � 1, �� ,, e , , 1 1 �,� � 'I, �, � � i , , I , , �, � ­� � � IV , , ; , � � , � I I � � - - � I'll ��,Sl �0� f �61 , I - � ,,� � " " � � '. 11 - 1� ", TYPICAL DOU WINDOW SILL SCHEDULE I ,,, , � F -7 -I � �'� � t` ,-";I ­ �r "j", ", I - . -)klc H Q, 0 131X3" TOE 4AILS 01 ATP 4ZI31 1017 11 ­ �, " "'' I : � �r, ;j-,�, , -- jr� j �, �, !, nl ,,� , I ,� , j ��,�,,�,� e , ­, 4, ��,, ­'­ y I V P CONNECTORS 9f I ,� 1. ­, I 4 , I 0 . 1 �;­: ��­­:.`11"�f I �L 7, 'A ,­,-4­-�Nl PELIHLA I TYPICAL TOP PLATE NAILING: , ri -,z,,'�j"' � I -) 1!0ILJIN D 2XIS, 2x8 = (5) NAILS , , V�4­ 1, N� 6 n, kei - i , ;, ,� � ;­��J� '; " , � i A , - � I * :f4 &;! � T,z, - � � ;� �� �, , , ,�� , t Utz_ 4-0" MIN. SPLICE NGTH *,f­�,,­' " ?� �,l iI � I TVICAL STUD NAILING; I � ,0,?� � I , ��,­ I t! , � I I !,�, "!i, �,-�� "" I, .,�,� ,,-:III �r-k �' " ,� I � I � A"I i��-H � ��� "A r, iv- � rl, � I , �,,,�, ,-� ; 11� ,it� Vi*,`�j �, I 1, � , , i W I - i ili i , , ­ 5 � 41'W; �� VIP,. ii I I i "I. i , 11 - ". , , , ��: : 1, � ", , " I I � , � ,; z �Ij;',�,�`,' '� , , 111 , , fl�ill `� , UIL�L,.­ - - RESIDENTIAL F ,L DE I*,F � �q : , � ,�V� . 11 I I � � , " , I 1, � � ,,, I I " 11 f�- ' ��, ' � , I `1 11, � -- 1:�!�!,',! 6, I'll r , � �� � i E AR AFTER THE DATE OF THE ORIGINAL PLANS. SIGN q',ON YE iDe I L . I -�, �� I , io i � *� � 1 , � , , I , I �, 11 "I", ''. f I I ,, L , I - - ,o EF � L � " 'A BEEN REVIEWED FOR CODE COMPUANCE I I � I : �, I I � DESIGN LOADS: ACTUAL AND UNIFORM I I I - , ` ''! , �` ''. ROOF FLOOR " I 11� , , �; I � I'' �t�, � � � �: �, , � 1 I . 11 ,' :� � , , , , ,, � � 1, �, I - LOADING I (cd=1.25) (cd=1.00) 1 , � � ', I I , � ,� I IR -OF TOP CHORD LIVE LOAD 20 psf 40 psf i . � I �, � , 7 05f (ARCH SHINGLES) 10 psf 4 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES PRESSURES PSF) TRIBUTARY AREA (sf) INTERIOR IP (PSF): - 1 CAR GARAGE DOOR (8'x7') +22.9 -28.8 ZONE -(PSF) - I ' a = 4'-6" 10 - +25.6 -27.7 +25.6 -34.2 2 CAR GARAGE DOOR 1 (1 6'x7') - +21.8 -23.9 __ __ . 50 +22.9 -25.0 . +22.9 -28.8 1 100 1 +21.8 -23.9 +21.8 -26.6 UPLIFT I 2x1O, 2x12 = k7) NAILS - FASTEN ALL TOP PLATES W/ (16) 0 11,11)(", � Al, R FASTENERS IFL# CODE 0.1310" END NAILS: 9- LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACEC SYP SPF � � (2) 0 2x4 1 14- LVL, 16" LVIL = (9) NAILS OF .1310 @ 12" D.C. STAGGERED -- 7- (3) 0 2W ! � 450 450 (9)10dx 1/2" � (4) 0 2x8. SYP#2 . r I USP RT7 585 495 (5)8d --A. END � - USP RT8A 775 650 (5)10d<1'/2" EA. END -T- TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i 6"MAX. � � USP MTW1 2 1195 860 (7)10d<1'/," EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. I ALL WALL STUDS.. � I - 1450 1245 (12)10dx11/," EA. END I,, . - - � SEE 5/SO.O. 2x -BLOCKING ONLY USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP . I r REQUIRED IF SHEARWALL. i � 1, � I i I i � I I 1. i � I I � I I . I I I I I ,BOTTOM I I � I - � � � � � � I I I � I 11 I I � I I I I , I � I . . � , � � I ." , I � � � I i 6 � I 1 6 I I 20 psf (TILE SHINGLES) 1- Ps BOTTOM CHORD! LIVE LOAD D 10 psf 0 psf LOA 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240,TOTAL LOAD L/180 � � FLOOR FRAMING, LIVE LOAD L/360 & TOT�Al­ LOAD L/24 0 � � 0.75" MAX ANY'CASE I . THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY� NO FURTHER REDUCTION SHALL BE PERMITTED 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. . LINEAR INTERPOLATION IS PERMISSIBLE. . D MINUS = SUCTION. . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE � IBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET I THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a 4 0� 4-!�-� -2 r-- : I � 0-11- - I 1 ==7! t� - I i IF 11 IF -- 1 " t- 4� DENOTES EDGE STRIP. � SEE C & C CHART I ,r__ I � ABOVE FOR 'a' DIMENSION I I � I I I I I I 41 --- ­ t- .1 i - - LISP MSTA36 2065 2065 (13)10d EA. END I I � I I I I I . F -- TES. 3. USE SYP#2 FOR ALL � 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FL BEARING ELEVATION, U.O�N- ON PLAN. 5.) FASTEN BOTT IEHIOR LOAD BEARING '�ZS TO CONCRETE SLA13 w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS I I I I I � I I 1�1 � , I I I I I I I � 11� 1�� I I � � I ' I " 1 . i� , I 1 � � I ' . -I D SIZE D SIZE , I ' , "I � i I (STEM I A � - z I � � I =1 I/-- � I � I L - - PERMANENT TRUSS I BRACING BY OTHER. FULL HEIGHT ANCHOR \- AT INTERIOR WALLS TYPICALLY 49' FULL HEIGHT THREADED , RODS 0 6'-O" D.C. � 1 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. -\ �,( 16d COMMONS . -1 \ - - - - I \ \ I I - � I 11 I ­ I - I - - - - i . FASTEN LOWER STUD 8d TO TALLER STUD w/ COMMON 2 -ROWS OF 10d COMS- - � 0 3" O.C. @ 12" D.C. � PLATE NAILING - I O.lqlx3" TOE NAILS: 1 (3) @ 2x4, (4) @ 2x6, (5) 0 2x8. I -i PT. SYP#2 : I SOLE PLATE - I - 1\ �, I I I I � A I .. I WALL SHEATHING d, ., , % -, ,­ .�� ,�: . SEE DETAIL 1/SO.1 t ; . � u �, . . .."'.'­ � 1 ,..5 .....7,- 'I', I ." �, FOR SPLICING . OPTIONS. -----7 I I A I I I I -�105 1105 '/2"O ROD TO FTG. � USP JUS28 1305 1305 (6)10d TO HEADER i -- I N USP HTT16 4290 4290 5/8 " 0 ROD TO FTG. i - 1 USP HTT22 75370 5370 5/, " 0 - ROD TO FTG. i I - 11 WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE, MULTIPLIED I BY 0.75 WHEN COMBINED w/ DEAD LOAD. , . BASIC WIND SPEED (ASCE 7-10) , - - - -,- - - - - - 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - 7 1,00 . I MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25,0 FT '� "I ROOF PITCH - - - - - - - - - - - - - -- " 11 - - - - - - - I BUILDING, CATEGORY - - - - - - - - - 11 I - C I 91, ­ 11 " ENCLOSURE CLASSIFICATION - - - - - - - - - - - - EN OSED � I C ' JNTERNAL PRESSURE COEFFICIENT - ± .V8. 1 : I - 11 USP PAU44 1 2535 1 F'/. 0 [ROD w/ (12)16d - " USP PAU6 L 2535 1 5/. " 0 ROD wl (1 2)16d � _ _� USP 24 545 � 1455 (5)V4 1 ' x2- I - _ I SIMPSON CONNECTORS I UPLIFT SPF I FL#CODE � SYP INTERIOR OR ST SEE PLAN r:'OR ST AND O.C. SPACING. CONTINUOU,a BLOCKING WITHIN FLOOR S wupor mr)CT IQ P13OVE A35 450 450 12-8dX1 I/ 2 " 10446.4 H2.5T 600 520 5-8d EA. END 11478.3 HTS16 1150 - 1085 16 -10d EA. END 10456.6 MTS1 2 1000 860 7-10dxl 1/, " EA. END 10456.3 .. �� .� 1I..., .* - -.�. . �'� . . � . , I I . � ? . U. ,. " . I � � HTS20 1450' 1245 24-10d:(11/2" EA. END 1 3872.3 1 MSTA24 1765 I 1270 9-10d - EA. END 13872.4 SYP#2 DBL. HEADER, TOP PLATE. I - - I I - - � OR SILL PLATES I I I 4 4'- 4" --1 I I � I I I I I . F -- C 6'-4" -1 - =1 -,--- I --- RAISED , HEADER F --- I A ��i I I I I I � A 2 -Y," I VOx6* TITEN HD 42" rARCHED ' TRANSOM I OPTION SEE RIGHT. ".., _ ­ " WIN . DOW SILL SEE SCHEDULE FOR SILL SIZE AND EACH END. I -- - 4)�" F1 A I � �1�, L- . d'! " , ,� I � .1 , . I , " -:, -, � , - -, . , ..,�� , 11 I � I U, �.,., . I . I , F� . I . � I . I . I � . I FOUNDATION, SEE PLAN � � ,, II I G OPENING OR SILL PLATES MINIMUM END FASTENER EACH END 4 4'- 4" (1)2X4 SPIF #2 (4)12d TOE NAILS C 6'-4" (2)2x4 SPIF #2 I (5)12d TOE NAILS < 8* -4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS j< 12'-O"I (3)2x6 SYP #2 j(1)A35 + (4)12d TOE N:A�ILS:] I L, � Ltd I I - , , � � S � � � � 1,', �41, " 7A- � 1- -t -u t MIN. � I I -1, I I I 1, -- ­ I I I I I I I i Lo I I Associates, Inc. �, 1 1 ON* I I I 2x SPF DIAGONAL BLOCKING � i � -- -- ,I � F-- - - FASTENED w/ 3-0.131"x3" 420 Osceola Avenue ---i DROPPED F-- - - I --- '� HEADER I-- - - EA. END TYPICAL. Jax. Beach, Florida 32250 ,/'-SHEATHING MAY EXTEND 2" � I � PAST BLOCKING- WINDOW Ph. 242-01- 0 Fax, 241-9557 , 1 ATTACHMENTS MUST FL:CA# 344SC:CA#3579 E R, I L SYP#2 H ,7ADE ) ANCHOR INTO 2x MATERIAL. � PER PLANS. i �i I KING STUDS, \,-----------,/ � SEE PLAN. ­,jttjj1111111##f#j , ) �- 10 / ", 00 - Wrt 9 J' . � 115' 5'. ,�,N�11�,,R*P­* 6 "". AT TWO STORY CONDITIONS, -"- cj� ., or -G -l" 6> " . C-11 WINDOW SILL SEE PROVIDE SOLID BLOCKING C.0- -j - ,-- Q�� , 'I've ��- WI .1� -6 -, � � 0 1 Z .:z- .. I JACK X 1 -. C.A : Q : 0.11 . . . STUDS. � I : NI : * ,.. . * : * � I . . i SDWC15600 SCREW I . I . - � . . - SEE 8/SO.O. 14 STATE , r 101. . "Cl- � ". ,�p +1 C:) /S� a rq ////- 'I-,. 0, %14 OR I - ,,, �Ae 1-4......... , , " � 11 j& I I A 1.11, 1� J� � z I - 0 ,, C14 ---- -- I 10 ,.i, CIA - .., . " t,f � �� '�`,',, 'y/0I`1JA`I­ � -� .,.., . ': - , . - � � ,. . I ,,� . �� -4. �' I 1-1 "� 1, . �i 4, 0 ,.,q - � � I 4 � � , 'I . I .1 , , I :.: �, I.. .�,. I- - " '"Ifimmem00,0 I 11 .. 1� 4 � .� � I . 1�1, I 1, � " - I � . -i"� ,',-A- -­ - , , � � .- �' - 11 I- I I If , .., � � , F- 1 12- 111/� r� Christoph�'er J Sabourin PE I- -I � \ � . I � � I I I I -T-a I I , 08 OC � �, MAX. IMIN.' SOLE PLATE ANCHOR* ; I IVI/A I t:KIIAL Dr -r -L -IF -IL -/A I I - . -10d EA. END 1, - WALL FRAMING WALL FRAMING AT I F L: P E#71461 I I --I , k i i - � - � 1. lr-a� I , MSTA36 2050 1870 13 1 13872.8 1 -- -AIT -1� FROM -­ SEE SCHEDULE ; ; . I 11 �. 8d J FLOOR SHEATHING, PLATE CHANGE CONDITION RAISED HEADER CONDITION - i I I 14 I . I 1� I I -- - , HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 1 COMMON I SEE SPECIFICATION I , - � I 11 D i I �I HARDWARE AN , D ANCHORS: . ,� S I I I BUILDER MAY CHOOSE EITHER THE DROPPE i WALL FRAMING AT ." ' - -'� : I f-wf --f �a -, 0 3" 0. C. . DATE � I BE IN ACCORD [NOT AcTUAL'PLANJ , 1- 5/, " 0 ROD TO FTG. t' R E V I S�,,,`I 0 N S : ANCHOR BOLTS & THREADED ROD: SHALL ANCE WITH I I . - - � - * -k - . � I OADER CONDITION OR RAISED HEADER CONDITION. I I I I 32-16d � I ASTM A 307 OR ASTM F 1554 GRADE 36. 1 1 1 �­ ,TO TRUSS/BEAM I I NDITION i � I I I - I I I - . . - - � 1� I -WASHEIRS � : SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). ­ . . . I SCOPE OF SERVICE HTT5 5250 4670 1-5/,"O ROD TO FTG. 11496.2 I �, I I r2 -� TYPICAL WALL FRAMING i . � I I NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. I . . . - - I 11 I � � . .. - I I I � �1, " ! I � �METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO - . I I 6-10d FO HEADER I I \,So.q� 1 11, I . EXTERIOR SHALL,BE GALVANIZED. MEANS AND METHODS-- LUS28 930 780 4-1 Od TO JOIST - 10655.1113 1 � I .� I I I I %-0 � I I � ER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE , I I I � RETROFIT IREBAR/RIOD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE. STRUCTURAL ENGINE I SOLE PLATE ANCHOR i - I I I I/ " . I )- - - - � -j Q& HOLD DOWN. i FOR. CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR � � I � I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 4 - L i ,, I --/ I i � j , I . I 11, I I 2Y4�- I LARGER THAN REBAR SIX AND '/,,** LARGER THAN THREADED ROD SIZE. OTHER 'PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 4� . I - - "', SEE , - , I SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 -1 0. , �b � � I I SYP#2 DBL. - -� , 1/SO.1. � I (U. 0. N,) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT I I -1 //-TO OUTSIDE BUTT JOINT - i . , ABU44 2200 5/,,"O ROD EPDXIED 6" MIN 10849,6 TOP PLATE. 'Z , �� -I "I ., ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS - I � 11 30xY�' SLOTTED 1P I 1 5/."O ROD EPDXIED 6" MIN 10849.6 � � I (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 BLOCKING ONLY REQUIRED 2 " , - I I I I t I - - It - I I I � EPDXY:ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SET V/A N/A SIMPSON EPDXY-TIE 11506.4 1 AT SHEARWALLS AND-/ � WALL SHEATHING // To OUTSIDE - --�-- r FIELD, ALTERATION I I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE - 10-16d TO STUD/BEAM/POST I STUCCO FINISH. � SEE DETAIL 1/S0.1 A- A I �� I I I I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE SO. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, . 11496.3 , FOR SPLICING I . . PLAN VIEW �, RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU I I J� SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED-tHEATHING AND " ,� LTT208 1675 1675 - d � PONTIGO a, ASSOCIATES PRIOR 1-0 I WELDED.WIRE FABRIC (WWF): -D OPTIONS. Y I -1 �, RAMING. ITEMS NOT DESIGNE � 1-1/2"O ROD TO FTG. I SEE GENERAL NOTES. - I � ��-] I I I f 1-1- UtNl:�IIL � 1 12" . 1 y HII�G. \ 7 7 MAKING ANY STRUCTURAL FIELD � I LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF F 6 -1-1 , L-STA12 805 1 695 'I r I . . . � . . . ... . MODIFICATIONS WHICH MAY VARY � I ln-lnd 13872.5 1.� . . . . . . . . SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING N T 11 PT. SYP#2 J I I FULL HEIGHT �' I MAX. MIN. .. FROM THE INTENT OF THE ORIC,INAL I i I MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY 1 1705 ,- 1705 11 3-8d 10852.1 SHEATHING -4 EPDXIED 4" OR )�"OxiS" SILL PLATE. EXAMPLE OF P NEL . .. . . I I I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. . CS16 __L � I TO BE I ,A�, SIMPSON TITEN HD. I CONSTRUCTION DOCUMENTS. ANY I I � � I I I 1� F EDGE w/ BLOCKING FIELD ALTERNATIONS MADE PRIOR TO I I I IT � . � - S WHERE REQUIRED BY . . _ . . BEING APPROVED BY LOU PONTIGO a I I I US A � INTERIOR BEARING � S. --��' 0 A I TES. . . . ASSOCIA . TES MAY RESULT IN I � . 11 GENERAL NOTES a CONSTRIJCTION SPECIFICATIONS TO UPPER I * WALL* EESCHEDULE GENERALNO � . . . . . ADDITIONAL ENGINEERING OR ; I �� k FOR STUD SIZE I SECTION \AEW I , . , . . IN�PECTION FEES. I ," �1 _ �, -1) 1? ANIn n (' COAPIKIt' � - I I I I V�� . . . I lba I �� WALL SHEATHING TO , z . 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" D.C. EDGE & FIELD 1 SOLE PLATE � ,I , RAISE YA" FROM � , I 11 BOOF SHEATHING SPECIFICATIONS: NAILED w/ 0.113x2" RING SHANK NA - O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. NITHIN 4�-O" OF ROOF EDGE). LS � SEE DETAILS BO TOM OF SOLE , I " ILS @ 6" O.C. EDGE & 6 8d 0 3" - . , I �j�- MIN. 7/16 , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, .01 �, ON S1.01 -- 8, 1. " O.C. FIELD REASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4!-O" OF ROOF EDGE). /---O-1,- S, /� - -\-,�, - - 1 ��j w/8d COMMON @ 3" I TILE - MIN 15/32' 32/16, APA RATED PLYWOOD SHEATHING, NAILED W/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6 F - -\ - - � F- - - " y- F - I . ,t L J W O.C. I I - . . �� I . . . .. . . . .. . . . i , '-� , . : � , , , ­ .... ­' , " i NAIL SP NG AT , I . i SUPPORTEEtICIED11 ES, - - " * , i -<�� - � i GENERAL N TIES. I . . . i I : I C1 =,-4- ) I - EXAMPLE OF UNSUPPORTED .. � - . . - . � . I (UNBLOCKED) PANEL EDGE,, . ��o i T. Z I _ F��,, I. � . ' I :=I - I I � I .1 ... I I (TYf ]CAL). . " I . I i ILS 0 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN ,4 -0" OF I - � . . I . ... --r . .1-1.-, .4 i, �, �� . . . . . i U U �I I � I . ., , �, � . I I I I METAL - MIN. 1/2". 24/16, EATHING, NAILED wl 0.113x2" RING SHANK NA I , � 4 � L;� . ':­��- , * - - I NOTES: � I .. i I -1 - -, i I I I I 1� � I I � I I �: I. ., . I , , :1 -�4�:-,� *1 , . � �, I TO � . . .. ; I -1 I I i'l 4 ., - � . , I , . � . 4 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT T ' ! I I - � - I 1?­�­ � .: I � I . I - �� I WALL SHEATHING SPECIFICATIONS: w/ 8d @ 4" O.Q,',eA,'��7 AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I � I . I �' llll�L.j � ­. I BREAKS AND KING STUDS. NAILING TO INTERMEDIATE . . : < Ln 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED ,-1, - - �'', ­,'' ­ � I 0 1 -�­ 11 -,"In O.C�, MAX.-,- - . - ROOF : ­ I I I CLUDE: WOOD, CEMENT, OR VINYL SIDING, HA - � ­ 1 -7- TRUSSES, OR : � I FLEXIBLE FINISH WALLS IN 1 2. WASHERS SHALL BE SLOTTED. �(UON). � -'-A.:qb 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. " FLOOR JOISTS. � � : - " I I , Uj 0 i STUCCO FINISH -MIN. %6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 1 , 1- - I � I SUPPORT IS 6 I W , ' � � FLEXIBLE EINISH-MIN. RDI PANEL & BRICK. ALL OTHER WALL SHALL, BE CONSIDERE,I) .BRITTLE FINISH. " L - - - - - - - �- L - - - - - - - - i I - - i SHEATHING, FASTENED w/ 8d� @ 4" O.C. EDC1f FT F I � I " I TQR)� , I I "' MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A 3"X3"X'/ " W/ V/2"O ROUND . (f) ; I I I I SIN G I -= I ,,, ,-� I I i MASOH&L5eLQEa6B=L � . ,,!- i MASONR� HAS BEEN DL�SIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WI TH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF I .1-11 11 STEEL WASHER MAY BE USED. ! - I ; I I I I ­ ROOF AND FLO(J i R' SHEATHING NAILING , In I ��­ , -.�­­ 11 1, I � � ,,, ­-­�­­'­ TAR MAY BE USED IN BRICK VENEER. ­ 1� 11 1 2000 psi PER E OF '/8 PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPEM OR S. TYPE N MOR ­ r3'*'*N S 0 L i , I ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZ 11 rj-'� TyP. WALL SECTIONS E PLATE ANCHOR DETAIL Ei SCHEDULE I 11 ,.,,,,,-- r/ � CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. '�-I""', " ____, . : I �', 1, � , i I � , �;��", �,� , SCALE: 3/47 = l' -O* T I SCALE: 3/4" = 1'-O" I '' � --1 -1 -1, 11 - x I I 1, 11 I I � I ,", �­ ", � I �SO.O/ \�, �-o 11*-�� 11 j U W . I � �­­, I I I I , � � : CONCRETE OLLOW LOAD-QEARING ,�CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE S , TRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS, CONTAINING VERTICAL 1*-� - 1, I -11 � ­ �, I W, � I , I - 'I', � i � tMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, H , I I ,� � - . -.02 IN THE BOTTOM OF COURSE OF MASONRY,�,#H,EN THE WALL HEIGHT EXCEEDS 5'-O". � ` � I I I . �, 1 . I I ,� I I � I 11 � � � I REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530,12 ., . 7 i I -- I - N� I �:, I - I - 114" I z � � I � "' I I ��,:� I . VA* i I I -1 ,� I -I (3) ROWOF 10d i � I SIEMAALLS-- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW,CONtRETF-MASONRY UNITS WI TH TYPE 'S' MORTAR.'WALL COURSING SHALL BE RUNNING BDNDS, STACK BOND SHALL NOT BE � N I I I I - � E GROUT. SPLICES IN REINFORCING WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT . - I , "I . I I I � IIIII < i I I ,-, I � . I � USED. GROUT ALL CELLS I � ­­­ ' , -", I . 1. NAILS (9) 8 " O�C. -\ * . * - I 1I"""""`- � CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRET I 46�-'A SECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 13AR DE CONTINUITY OF REINFOR�-:N * I S ':�' I � k 2 PLY . I � I WITH - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROM A T N14�, ' E 11 . ; 0 1\1 T Rtl NFORec,-MENT VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF.. SHALL, BE IN 11 � . . . I � 4 " I BEAM. � � DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZ NTAL JOI ­ I I �� -" -:�z I MUM OF 6". *--l-, � , I - I I I ", -1 � . 0 i Z 0. .. 11 ­ - AI cli @24" O.C. FASTEN : � - 01 I I I � ,SIMPSON � I'll 1 3 PLY BEAM. C11 : � � 1/Sl.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINI I I I" I I I I I SDWIC156OO-'-, I . . I - � I . . /3-10d � < W � - I 11 � �, I TOENAILS. � I CLAY-MAal W-1 , :7'�, � I 1� I , I I FRAMING �- � � . (1) ROW OF 10d . . � I,_ , ''I,- . � -'11-1-1 - ­,� - I ! � � I LL BE IN ACCORDANCE WITH A .-. ', I -,­­ � I I I SEE ROOF -- , , I'll , , 4 i F ,,�2x4 MEMBERS: ) , 0� Qhillt-UMML STM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLO ICK, RESPECTFULLY. - I 1- ,Sll , -1 14' 1 �', "I 11 1,� I 11 I BRICK SHA � 1`13 1 � I I I ,,,­ -­ '�,��, ,,��; � EXTEND SHEATHING VERT. 1 (4) ROWS 12d . NAILS @ 4" O.C. . I � 11 I li I I ��­ " ,1� �� . - - I I - I � ,�,,V STRENGTH' OF 300D PSI AT,2 1 8 DAYS DETAILS. - I � � AT 12" O.C. . 2x6 MEMBERS.- . . I A. � .J , Ln CONCREIL-5-P-E&OCATIONS: VE A MINIMU COOPRESSIVE I I 1 1� � " ALL, CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HA I - PROVIDE I ' 4 BLOCKING .- .- EA. SIDE. co � I A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZtTAL JOINTS. I W OF 10d STUD BELOW ; CONCRETE AT GARAG HALL HAVE I _:4_j_ (2) RO -1---V-L-- -10d i , ,� I �� I--", 4 1 1 ­ I I'll - ROOF ' SHEATHING, SEE (3) ROWS 12d - - - NAILS @ A-" O.C. 1, LOWER TOP � . � 11 I I e SPECIFICATIONS BELOW. --�' I A LE U- COO � ,�� - � // AT 12" O.C. , PLATE AT BREAK. I 11 I � GENER&I NOTES. �, HEEL > '-O" / EA. SIDE. I 11 �:1 TOP PLATES. .j � I e PRE�ENGINEEIRED WOOD , i ! , :,� I 1, WALL INTERSECTION I I roo-nNG AND FOUNDATIONS: -1 � ' 1, I I I - 2 & 3 PLY BEAMS � QRTHCGONAL MEW - ! < 0 ! � , FOQfINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUIL61NG CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT: IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. I W POST COUDITIONS � OF CORNER i I : ! SU � BSUR � FACE I CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN' Ar�OISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - I i � - I � . I WITH GAP SHOWN. CL � � I � - . I SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1� < -- I - - '1� I I . Uj � 0 --- (3)ROWS OF 5" (3)ROWS OF 6V �, . 0 � I ERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE I & I �! I � FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GEN SIZE OR LOCATION IS NOT n It TRUSSLOK TRUSSLOK I ; z � NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIMPSON -', I EN61NEERED WOOD ENGINEERED WOOD HOWN ON S1.O. DO SDWC15600 - � � DETERMINED ON PLAN THEN CONTACT E . I SEE ROOF ' � � FASTENERS 0 24"o.c FASTENERS @ 24"o.c 1, .1 - � 1 r111-"""""`,,,,,. I I NGINEER OF RECORD (EOR) I : . - l!"- i V� I I 11 1. I � ''I ING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE-. #3 @ 48" O.C. OR ROD CHAIRS. FRAMING � � 1, P I SIMPSON � AS SHOWN � ASSHOWN ": I CORNER WALL INTERSECTION i M i UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORC TE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 1-70 � "I � SDWC1 56DO ., ITI QONDITIONS i I RAOVIN�'CONTJNUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRE DETAILS. SHEA THING MAY' -1 � I I � SEE ROOF I i � I SIMPSON _ i - :� J I BAR,01:AMETERS ' "" TERMINATE AT I j - 3 -PLY 4 -PLY NOTES: � H I I � I SIMPSON-/ ! FRAMING � F � , � . � I TOP OF DBL. , SDWC1 5600 1 1 . OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. � ,� I SDWC1 5600 � � SEE NOTE 1. : 11 _ � -DENO ES 3"xO.1 31 " GUN NAILS 0 6" O.C, VERTICAL. : I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINT VER CLEAN, COMPACTED EARTH OR FILL WITH'APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN SEE NOTE 1. - TOP PLATE. 11 `�� DETAILS. . 14" LVIL AND GREATER 1 2. 1 1 1 . � 0 0 TERMITES. SAWLUX.1:1; RACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 3. ANCHOR, SEE SCHEDULE. i i -FOR CONTROLLED C TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. � � � 5" < HEEL < V-0" 1, 1. TYP. C CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE i I COLUMNS, 5. � � i I I U I � % MOD FRAMING SEECIFICATIQNS:,- ' OPTIONS ARE SHOWN * i � � FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NOTES: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. I ALL WOOD TIVE IS USED, ALL ATTACHED FASTENERS SHALL BE 1 SOIL SHALL BE PRESSURE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVA � 1. TOP PLATE TO STUD SIDWC ONLY FRR IRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY � I I � 2. H2.5T MAY BE SUBSTITUTED FOR TR S CONNECTION. PROVIDE ADDITIONAL H2.5T I I � 'STAINLESS STEEL. , O.C. IN ADDITION TO (2) PLYS F R1 A M D WALL CORNER AND I i � I I AT TOP PLATE TO STUD, SPACE @ I -- 11 i � PRE-ENGINEFRFD WOOD ]BUSSES: . CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS NSTALLED AT ALL TRUSSES AS I I ECTION K7*`N INTER�F TIONS STUDS CONFIGURATIONS ! SHALL BEAR THE SEAL O INEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100 /--5� ROOF TRU-SS CON BUILT-UP MEMBER FASTENING I ! � r6,,* \ 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 I I � �SO.O/ � PS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \S0.0/ I I %--.O i � RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPIRE i 4%-.11 1 ��O TRUSS TO PLATE- I i PLATE FROM EA. OTHER. ! KING STUD TO TOP PLATE: � � SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP � I SDWC15600 SCREW. I SDWC SCREW >- I DESIGN i I - : FASTENING: I � NOT REQUIRED AT GABLE I ENING: -, 0. I ROO OV CIFI ATIONS: SEE DETAIL AT RIGHT. NOT REQUIRED ­­ I AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED �­ , 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN I FOR GABLE ENDS. CRITERIA HE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACIURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH AS 'M E15114 AND ,BE INSTALLED I THAN 4'-6" 1 �, ! AND 'TILE ROOFS SHALL BE INSTALLED PER T : I /,- 1;:Z�,, C-) I AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. :, KING STUD TO TOP PLATE: -- I m 9 . 11 I I � : ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN TOP PLATE TO HEADER FASTENING: I / � I " ,�,, i ,, , j I I I I �, ! i � NOT REQUIRED AT GABLE� SEE DETAIL AT',RIGHT. NOT REQUIRED I I � I 1 , - , I lzl�-, - U-11 AND W-6TERPRQQEN--QL I I ENDS OR OPENINGS LESS I � . I THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I � I I I . � % I i THE CONTRACTOR SHALL BE RESPONSIBLE FOR . I I THAN 4'-6 1, I , . � 1� I I X r I � (,-,) I I PLATE TO HEADER: // GENERAL -- , - - - I 0 1 111- � I I I WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND'ABBREVIATIONS KING & JACK � I � KING & JACK I � I— 11 : 24" O,C. I I � I - I'� I I � 11 I I I I . i I ---�-1- NOTES i I TC ONN -NE7TI-G-N INTERIOR LOAD BEARING WALL F71 ... (2)12d TOE HEAD QR SILL I 0 I � , MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. I -MAX. SPAN � I V\\1 BUILT-UP POST IN THE WALL ... `­ NAILS E.E. -9- PLATES SEE\ - 4-L-- H . 2X6 WALL . 00 NOT SC I ALE DIMENSIONS FPOM I I I - SCHEDULE . . . � 2" STAG. . � � ) V (MIN), ­ \ I ., , TRUSS TO 6.0 � TOP PLATE To TOP PLATE FACE NAIL 2 -GUN NAILS @ 1 GABLE X -BRACE, SEE DETAIL 10/SO.1 I PLAfE-S SEE I � I THESE DPAWINGS. IF A DIMENSION IS I L3'/2 x3V2 XV. 4 6'-O' ::�:� I , I I PLATE- SDWC UNCUqAP REFER TO THE � , E NAIL (2-16d) 3 -GUN NAILS 6- -O* (2)2x8-1 HEADER SIZE, D � ROUGH OPN'G, SEE ARCH.- SCHEDULE I 1'� . ARCHITE UZALDPAWINGSOP CO7 . LAPS /IN TERSEC TION FAC L 4 x 31/2 " XV- 81 DESIGNATES SHEARWALL, THE /2 KING STUD QUANTITY. i H 9R SILL KING STUD TO FRA ING BELOW: . I zz�1111­ � SCREW T�CT THE L 0 .R- "') I I 'DeL. TOP I PLATE� TO STUD FACE NAIL (2�16d) 3 -GUN NAILS - --- HIDDEN LINE DESIGNATES SIDE OF I �, I ROUGH OPN'G, SEE ARCH. - - I Uj c1b � - ­­ : � I I I - - � 1­50/2"X'/�' 6- IV -0, - -- WALL THE SHEARWALL SHEATHING I TIES SEE I CS18 STRAP w/6 -1061Y2" I I I ---------- " HEDUILE NAILS EACH END. STRAP ­ -- -*- �� ­ 0 I - RIM, JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6"- L6x3'/2 "X'/- 6- 12�-O" 1 SW 3"/6" 1 PPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLAIE I � ATTACHMENT CAN BE INTERIOR OR I ­ I -- - ,',,- 11 0 PLAN NAME NA - - I DESIGNATES 8d COMMONS 0 3" 1 � ) - ROU OPN'G, SEE ARCH EXTERIOR SIDE OF WALL. .j z (3"a (e� CATAPLLI TOE NAIL (3-8d) 5 -GUN NAILS + -+- O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON 1. " * - � SIC ) CEILING JOIST TO TOP PLATE -- - L 7 x 3V2 " X11. 6" 16'-O" SDWC15600 SCREW. OMIT IF I STRAP NOT REQUIRED AT THE-\ I < 0 I I I FIELD" I I FOLLOWING: GABLE ENDS OR \ I PLATE TO HEADER: & Z p �,, DES IG N/PRAWN/CH ECKED % < - � .. 0 1 CEILING I JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE M ' I ! L V' . I I SHEARWALL HOLD DOWN IS -\ ­ I - --f : . 2 W CS ' i I SPECIFIED. NOT REQUIRED AT 13 ... � 6d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION - BRICK, LG - Long �1 11 T 7 7 : 24" O.C. _/ KM /LAP i CEILING JOIST TO ROOF RAFTER FACE NAIL (6-1 - I r1V.,,.--,-1-- GABLE ENDS OR 2 -STORY THAN 8' OR OPENINGS LESS � . 2X4 WALL 0 in ll'- --" LU I RESISTANT COATING OF EPDXY BASED i VENEER MANUF - Manufacture I a : - - I-- � DATE -16d) 3 -GUN NAILS . WALLS 1 '-6" 1 1 . I 11 1� �� a 0 0 < i JOIST/TRUSS TO PLATE TOE NAIL (2 PAINT. I WEATHER BOT - BOTTOM MONO - Monolithic I I THAN 3 - --- . - I HEADER FASTENING SEd:A" a 0 0 � I I �� � I 1 1�4 EARING OC - On Center - I 11 I � 12.22.17 � RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I! : BARRIER \ I � : 11 W 1= < 13 � ; - - 2. LINTEL MORE THAN 8'-O". SHOULD j ­==�� CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board � � . � ! I ; I a I I I � : TER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I 11 i DBL - DOUBLE PERP - Perpendicular 11 � 11 11 Y .& L I i . � . KING STUD TO FRAMING BELOW: 0 z m z --- 0 0 . - i I 1 =====4 . ., �� .... 11 - . . CS18 STRAP W/6-1ODX%" 0 LL (A � AS NOTED . . I . - - .. - .1 : I * - .. 4 .,: - m. Z ', ,2F �- (oi- i l (2-16d) 3 -GUN NAILS w/ 2-1/4x3" WD. � . I DIA - DIAMETER PRE ENG - Pre Engineered �, '. -. ROOFRAFTER. TO 2x- RIDGE BM. TOE NAIL EXCEED 6 FT. O.C. '1�1==zz�l LINTEL PSF - Pounds per Square Foot ' �. .. . 11 11 - SCREWS INTO HEADER PROVIDE A '12," i . I I .... . � . I'd � 7--� ,,� NAILS EACH END. STRAP ATTACHMENT CAN,,,;-,, �- .,70 LPA No. CONT, HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. I i ATTACHMENT PSI - Pounds per Square Inch . . ..4 X STUD OR 2X10 / 11 11 11 j ,� INTERIOR OR EXTERIOR SIDE OF WALL. 0 -% ;E M I � � . _ j=======i SEE NOTE 2 EOR - ENGINEER OF RECORD TED o I STRAP NOT REQUIRED AT THE FOLLOWING: � I BLOCKING FASTEN - LL LL. ai 2 TOIJL-18-00002 I CONT. HEADER 1r(Q STUD TOE NAIL (3-16d) 4 -GUN NAILS ACHMENT: i EQ - EQUAL QT - Quick Tie NNECTOR E PLATE ANCHOR STRAPPING NOT REQUIRED_/ M. _J1 w/8 -10d COMMONS -] � 0 LU W :;: I CONTROL No. 3. BRICK VENEER ATT - AT LOWER LEVEL HEADERS I 113 EXT - EXTERIOR , LOCATED WITHIN 6" OF STUD I I I 1----J4 - � STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES 0 24- D.C., VERT. REINF - Reinforce -/ W � CL M M ; - - FLA5HING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY "--� THAN 8' OR OPENINGS LESS W :3 a � 5239 SOLE PLATE TO JOIST/BLOCKING FACE NAIL 1(16d @, 16") GUN NAIL @ 81, TIES 0 12" O.C.. (FOR 13Omph HEA ER, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED S1 LE STORY I (STACKED WINDOWS) THAN 3'-6- B: - W (3 Lu i , rT VVIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, SYP - Southern Yellow Pine W U m W �: � SHE I NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN I I I (UNSTACKED, WIND m LU � � FTG - FOOTING THRU - Through PICAL HEADER S PPING I > - 3�'xo.131�,o = GUN NAILS 2"0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,;"O WEEP TYP - Typical /-8� TY MA > i 2"xO.113'0 = 6d 2'/2%0.131"O = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION MEA HORIZ - HORIZONTAL UCN - Unless Otherwise Noted I Uj VERT - Vertical [:?71 � W cc SO.0 -Iz:,-� '�� � 3'/,%O.162"0 = 16d FLASHING. OF BRICK LINIEL � WWF - Welded Wire Fabric ��O I � I " � V/2%0.148"O = 10dxl'/2" V/2"xO.131"O = 8dx1V2" I I E 1 - I . , I . � - I � � � � � I 1� � I "" I ; I 11 `1 , I . � t I - I I ----- - I , . � - I , I I I I I " I I I SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING A WA SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE jl�'O EPDXY 42" 24" 3x3xO.229" 4 11 1 2 -Y," I VOx6* TITEN HD 42" 24" 3x3xO.22 91, 4)�" 1 2Y4' I - . . �� I . . . .. . . . .. . . . i , '-� , . : � , , , ­ .... ­' , " i NAIL SP NG AT , I . i SUPPORTEEtICIED11 ES, - - " * , i -<�� - � i GENERAL N TIES. I . . . i I : I C1 =,-4- ) I - EXAMPLE OF UNSUPPORTED .. � - . . - . � . I (UNBLOCKED) PANEL EDGE,, . ��o i T. Z I _ F��,, I. � . ' I :=I - I I � I .1 ... I I (TYf ]CAL). . " I . I i ILS 0 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN ,4 -0" OF I - � . . I . ... --r . .1-1.-, .4 i, �, �� . . . . . i U U �I I � I . ., , �, � . I I I I METAL - MIN. 1/2". 24/16, EATHING, NAILED wl 0.113x2" RING SHANK NA I , � 4 � L;� . ':­��- , * - - I NOTES: � I .. i I -1 - -, i I I I I 1� � I I � I I �: I. ., . I , , :1 -�4�:-,� *1 , . � �, I TO � . . .. ; I -1 I I i'l 4 ., - � . , I , . � . 4 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT T ' ! I I - � - I 1?­�­ � .: I � I . I - �� I WALL SHEATHING SPECIFICATIONS: w/ 8d @ 4" O.Q,',eA,'��7 AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I � I . I �' llll�L.j � ­. I BREAKS AND KING STUDS. NAILING TO INTERMEDIATE . . : < Ln 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED ,-1, - - �'', ­,'' ­ � I 0 1 -�­ 11 -,"In O.C�, MAX.-,- - . - ROOF : ­ I I I CLUDE: WOOD, CEMENT, OR VINYL SIDING, HA - � ­ 1 -7- TRUSSES, OR : � I FLEXIBLE FINISH WALLS IN 1 2. WASHERS SHALL BE SLOTTED. �(UON). � -'-A.:qb 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. " FLOOR JOISTS. � � : - " I I , Uj 0 i STUCCO FINISH -MIN. %6", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 1 , 1- - I � I SUPPORT IS 6 I W , ' � � FLEXIBLE EINISH-MIN. RDI PANEL & BRICK. ALL OTHER WALL SHALL, BE CONSIDERE,I) .BRITTLE FINISH. " L - - - - - - - �- L - - - - - - - - i I - - i SHEATHING, FASTENED w/ 8d� @ 4" O.C. EDC1f FT F I � I " I TQR)� , I I "' MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A 3"X3"X'/ " W/ V/2"O ROUND . (f) ; I I I I SIN G I -= I ,,, ,-� I I i MASOH&L5eLQEa6B=L � . ,,!- i MASONR� HAS BEEN DL�SIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WI TH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF I .1-11 11 STEEL WASHER MAY BE USED. ! - I ; I I I I ­ ROOF AND FLO(J i R' SHEATHING NAILING , In I ��­ , -.�­­ 11 1, I � � ,,, ­-­�­­'­ TAR MAY BE USED IN BRICK VENEER. ­ 1� 11 1 2000 psi PER E OF '/8 PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPEM OR S. TYPE N MOR ­ r3'*'*N S 0 L i , I ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZ 11 rj-'� TyP. WALL SECTIONS E PLATE ANCHOR DETAIL Ei SCHEDULE I 11 ,.,,,,,-- r/ � CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. '�-I""', " ____, . : I �', 1, � , i I � , �;��", �,� , SCALE: 3/47 = l' -O* T I SCALE: 3/4" = 1'-O" I '' � --1 -1 -1, 11 - x I I 1, 11 I I � I ,", �­ ", � I �SO.O/ \�, �-o 11*-�� 11 j U W . I � �­­, I I I I , � � : CONCRETE OLLOW LOAD-QEARING ,�CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE S , TRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS, CONTAINING VERTICAL 1*-� - 1, I -11 � ­ �, I W, � I , I - 'I', � i � tMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, H , I I ,� � - . -.02 IN THE BOTTOM OF COURSE OF MASONRY,�,#H,EN THE WALL HEIGHT EXCEEDS 5'-O". � ` � I I I . �, 1 . I I ,� I I � I 11 � � � I REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530,12 ., . 7 i I -- I - N� I �:, I - I - 114" I z � � I � "' I I ��,:� I . VA* i I I -1 ,� I -I (3) ROWOF 10d i � I SIEMAALLS-- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW,CONtRETF-MASONRY UNITS WI TH TYPE 'S' MORTAR.'WALL COURSING SHALL BE RUNNING BDNDS, STACK BOND SHALL NOT BE � N I I I I - � E GROUT. SPLICES IN REINFORCING WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT . - I , "I . I I I � IIIII < i I I ,-, I � . I � USED. GROUT ALL CELLS I � ­­­ ' , -", I . 1. NAILS (9) 8 " O�C. -\ * . * - I 1I"""""`- � CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRET I 46�-'A SECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 13AR DE CONTINUITY OF REINFOR�-:N * I S ':�' I � k 2 PLY . I � I WITH - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROM A T N14�, ' E 11 . ; 0 1\1 T Rtl NFORec,-MENT VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF.. SHALL, BE IN 11 � . . . I � 4 " I BEAM. � � DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZ NTAL JOI ­ I I �� -" -:�z I MUM OF 6". *--l-, � , I - I I I ", -1 � . 0 i Z 0. .. 11 ­ - AI cli @24" O.C. FASTEN : � - 01 I I I � ,SIMPSON � I'll 1 3 PLY BEAM. C11 : � � 1/Sl.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINI I I I" I I I I I SDWIC156OO-'-, I . . I - � I . . /3-10d � < W � - I 11 � �, I TOENAILS. � I CLAY-MAal W-1 , :7'�, � I 1� I , I I FRAMING �- � � . (1) ROW OF 10d . . � I,_ , ''I,- . � -'11-1-1 - ­,� - I ! � � I LL BE IN ACCORDANCE WITH A .-. ', I -,­­ � I I I SEE ROOF -- , , I'll , , 4 i F ,,�2x4 MEMBERS: ) , 0� Qhillt-UMML STM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLO ICK, RESPECTFULLY. - I 1- ,Sll , -1 14' 1 �', "I 11 1,� I 11 I BRICK SHA � 1`13 1 � I I I ,,,­ -­ '�,��, ,,��; � EXTEND SHEATHING VERT. 1 (4) ROWS 12d . NAILS @ 4" O.C. . I � 11 I li I I ��­ " ,1� �� . - - I I - I � ,�,,V STRENGTH' OF 300D PSI AT,2 1 8 DAYS DETAILS. - I � � AT 12" O.C. . 2x6 MEMBERS.- . . I A. � .J , Ln CONCREIL-5-P-E&OCATIONS: VE A MINIMU COOPRESSIVE I I 1 1� � " ALL, CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HA I - PROVIDE I ' 4 BLOCKING .- .- EA. SIDE. co � I A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZtTAL JOINTS. I W OF 10d STUD BELOW ; CONCRETE AT GARAG HALL HAVE I _:4_j_ (2) RO -1---V-L-- -10d i , ,� I �� I--", 4 1 1 ­ I I'll - ROOF ' SHEATHING, SEE (3) ROWS 12d - - - NAILS @ A-" O.C. 1, LOWER TOP � . � 11 I I e SPECIFICATIONS BELOW. --�' I A LE U- COO � ,�� - � // AT 12" O.C. , PLATE AT BREAK. I 11 I � GENER&I NOTES. �, HEEL > '-O" / EA. SIDE. I 11 �:1 TOP PLATES. .j � I e PRE�ENGINEEIRED WOOD , i ! , :,� I 1, WALL INTERSECTION I I roo-nNG AND FOUNDATIONS: -1 � ' 1, I I I - 2 & 3 PLY BEAMS � QRTHCGONAL MEW - ! < 0 ! � , FOQfINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUIL61NG CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT: IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. I W POST COUDITIONS � OF CORNER i I : ! SU � BSUR � FACE I CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN' Ar�OISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - I i � - I � . I WITH GAP SHOWN. CL � � I � - . I SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1� < -- I - - '1� I I . Uj � 0 --- (3)ROWS OF 5" (3)ROWS OF 6V �, . 0 � I ERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE I & I �! I � FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GEN SIZE OR LOCATION IS NOT n It TRUSSLOK TRUSSLOK I ; z � NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIMPSON -', I EN61NEERED WOOD ENGINEERED WOOD HOWN ON S1.O. DO SDWC15600 - � � DETERMINED ON PLAN THEN CONTACT E . I SEE ROOF ' � � FASTENERS 0 24"o.c FASTENERS @ 24"o.c 1, .1 - � 1 r111-"""""`,,,,,. I I NGINEER OF RECORD (EOR) I : . - l!"- i V� I I 11 1. I � ''I ING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE-. #3 @ 48" O.C. OR ROD CHAIRS. FRAMING � � 1, P I SIMPSON � AS SHOWN � ASSHOWN ": I CORNER WALL INTERSECTION i M i UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORC TE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 1-70 � "I � SDWC1 56DO ., ITI QONDITIONS i I RAOVIN�'CONTJNUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRE DETAILS. SHEA THING MAY' -1 � I I � SEE ROOF I i � I SIMPSON _ i - :� J I BAR,01:AMETERS ' "" TERMINATE AT I j - 3 -PLY 4 -PLY NOTES: � H I I � I SIMPSON-/ ! FRAMING � F � , � . � I TOP OF DBL. , SDWC1 5600 1 1 . OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. � ,� I SDWC1 5600 � � SEE NOTE 1. : 11 _ � -DENO ES 3"xO.1 31 " GUN NAILS 0 6" O.C, VERTICAL. : I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINT VER CLEAN, COMPACTED EARTH OR FILL WITH'APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN SEE NOTE 1. - TOP PLATE. 11 `�� DETAILS. . 14" LVIL AND GREATER 1 2. 1 1 1 . � 0 0 TERMITES. SAWLUX.1:1; RACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 3. ANCHOR, SEE SCHEDULE. i i -FOR CONTROLLED C TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. � � � 5" < HEEL < V-0" 1, 1. TYP. C CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE i I COLUMNS, 5. � � i I I U I � % MOD FRAMING SEECIFICATIQNS:,- ' OPTIONS ARE SHOWN * i � � FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NOTES: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. I ALL WOOD TIVE IS USED, ALL ATTACHED FASTENERS SHALL BE 1 SOIL SHALL BE PRESSURE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVA � 1. TOP PLATE TO STUD SIDWC ONLY FRR IRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY � I I � 2. H2.5T MAY BE SUBSTITUTED FOR TR S CONNECTION. PROVIDE ADDITIONAL H2.5T I I � 'STAINLESS STEEL. , O.C. IN ADDITION TO (2) PLYS F R1 A M D WALL CORNER AND I i � I I AT TOP PLATE TO STUD, SPACE @ I -- 11 i � PRE-ENGINEFRFD WOOD ]BUSSES: . CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS NSTALLED AT ALL TRUSSES AS I I ECTION K7*`N INTER�F TIONS STUDS CONFIGURATIONS ! SHALL BEAR THE SEAL O INEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100 /--5� ROOF TRU-SS CON BUILT-UP MEMBER FASTENING I ! � r6,,* \ 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 I I � �SO.O/ � PS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \S0.0/ I I %--.O i � RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPIRE i 4%-.11 1 ��O TRUSS TO PLATE- I i PLATE FROM EA. OTHER. ! KING STUD TO TOP PLATE: � � SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP � I SDWC15600 SCREW. I SDWC SCREW >- I DESIGN i I - : FASTENING: I � NOT REQUIRED AT GABLE I ENING: -, 0. I ROO OV CIFI ATIONS: SEE DETAIL AT RIGHT. NOT REQUIRED ­­ I AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED �­ , 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN I FOR GABLE ENDS. CRITERIA HE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACIURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH AS 'M E15114 AND ,BE INSTALLED I THAN 4'-6" 1 �, ! AND 'TILE ROOFS SHALL BE INSTALLED PER T : I /,- 1;:Z�,, C-) I AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. :, KING STUD TO TOP PLATE: -- I m 9 . 11 I I � : ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN TOP PLATE TO HEADER FASTENING: I / � I " ,�,, i ,, , j I I I I �, ! i � NOT REQUIRED AT GABLE� SEE DETAIL AT',RIGHT. NOT REQUIRED I I � I 1 , - , I lzl�-, - U-11 AND W-6TERPRQQEN--QL I I ENDS OR OPENINGS LESS I � . I THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I � I I I . � % I i THE CONTRACTOR SHALL BE RESPONSIBLE FOR . I I THAN 4'-6 1, I , . � 1� I I X r I � (,-,) I I PLATE TO HEADER: // GENERAL -- , - - - I 0 1 111- � I I I WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND'ABBREVIATIONS KING & JACK � I � KING & JACK I � I— 11 : 24" O,C. I I � I - I'� I I � 11 I I I I . i I ---�-1- NOTES i I TC ONN -NE7TI-G-N INTERIOR LOAD BEARING WALL F71 ... (2)12d TOE HEAD QR SILL I 0 I � , MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. I -MAX. SPAN � I V\\1 BUILT-UP POST IN THE WALL ... `­ NAILS E.E. -9- PLATES SEE\ - 4-L-- H . 2X6 WALL . 00 NOT SC I ALE DIMENSIONS FPOM I I I - SCHEDULE . . . � 2" STAG. . � � ) V (MIN), ­ \ I ., , TRUSS TO 6.0 � TOP PLATE To TOP PLATE FACE NAIL 2 -GUN NAILS @ 1 GABLE X -BRACE, SEE DETAIL 10/SO.1 I PLAfE-S SEE I � I THESE DPAWINGS. IF A DIMENSION IS I L3'/2 x3V2 XV. 4 6'-O' ::�:� I , I I PLATE- SDWC UNCUqAP REFER TO THE � , E NAIL (2-16d) 3 -GUN NAILS 6- -O* (2)2x8-1 HEADER SIZE, D � ROUGH OPN'G, SEE ARCH.- SCHEDULE I 1'� . ARCHITE UZALDPAWINGSOP CO7 . LAPS /IN TERSEC TION FAC L 4 x 31/2 " XV- 81 DESIGNATES SHEARWALL, THE /2 KING STUD QUANTITY. i H 9R SILL KING STUD TO FRA ING BELOW: . I zz�1111­ � SCREW T�CT THE L 0 .R- "') I I 'DeL. TOP I PLATE� TO STUD FACE NAIL (2�16d) 3 -GUN NAILS - --- HIDDEN LINE DESIGNATES SIDE OF I �, I ROUGH OPN'G, SEE ARCH. - - I Uj c1b � - ­­ : � I I I - - � 1­50/2"X'/�' 6- IV -0, - -- WALL THE SHEARWALL SHEATHING I TIES SEE I CS18 STRAP w/6 -1061Y2" I I I ---------- " HEDUILE NAILS EACH END. STRAP ­ -- -*- �� ­ 0 I - RIM, JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6"- L6x3'/2 "X'/- 6- 12�-O" 1 SW 3"/6" 1 PPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLAIE I � ATTACHMENT CAN BE INTERIOR OR I ­ I -- - ,',,- 11 0 PLAN NAME NA - - I DESIGNATES 8d COMMONS 0 3" 1 � ) - ROU OPN'G, SEE ARCH EXTERIOR SIDE OF WALL. .j z (3"a (e� CATAPLLI TOE NAIL (3-8d) 5 -GUN NAILS + -+- O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON 1. " * - � SIC ) CEILING JOIST TO TOP PLATE -- - L 7 x 3V2 " X11. 6" 16'-O" SDWC15600 SCREW. OMIT IF I STRAP NOT REQUIRED AT THE-\ I < 0 I I I FIELD" I I FOLLOWING: GABLE ENDS OR \ I PLATE TO HEADER: & Z p �,, DES IG N/PRAWN/CH ECKED % < - � .. 0 1 CEILING I JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE M ' I ! L V' . I I SHEARWALL HOLD DOWN IS -\ ­ I - --f : . 2 W CS ' i I SPECIFIED. NOT REQUIRED AT 13 ... � 6d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION - BRICK, LG - Long �1 11 T 7 7 : 24" O.C. _/ KM /LAP i CEILING JOIST TO ROOF RAFTER FACE NAIL (6-1 - I r1V.,,.--,-1-- GABLE ENDS OR 2 -STORY THAN 8' OR OPENINGS LESS � . 2X4 WALL 0 in ll'- --" LU I RESISTANT COATING OF EPDXY BASED i VENEER MANUF - Manufacture I a : - - I-- � DATE -16d) 3 -GUN NAILS . WALLS 1 '-6" 1 1 . I 11 1� �� a 0 0 < i JOIST/TRUSS TO PLATE TOE NAIL (2 PAINT. I WEATHER BOT - BOTTOM MONO - Monolithic I I THAN 3 - --- . - I HEADER FASTENING SEd:A" a 0 0 � I I �� � I 1 1�4 EARING OC - On Center - I 11 I � 12.22.17 � RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I! : BARRIER \ I � : 11 W 1= < 13 � ; - - 2. LINTEL MORE THAN 8'-O". SHOULD j ­==�� CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board � � . � ! I ; I a I I I � : TER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I 11 i DBL - DOUBLE PERP - Perpendicular 11 � 11 11 Y .& L I i . � . KING STUD TO FRAMING BELOW: 0 z m z --- 0 0 . - i I 1 =====4 . ., �� .... 11 - . . CS18 STRAP W/6-1ODX%" 0 LL (A � AS NOTED . . I . - - .. - .1 : I * - .. 4 .,: - m. Z ', ,2F �- (oi- i l (2-16d) 3 -GUN NAILS w/ 2-1/4x3" WD. � . I DIA - DIAMETER PRE ENG - Pre Engineered �, '. -. ROOFRAFTER. TO 2x- RIDGE BM. TOE NAIL EXCEED 6 FT. O.C. '1�1==zz�l LINTEL PSF - Pounds per Square Foot ' �. .. . 11 11 - SCREWS INTO HEADER PROVIDE A '12," i . I I .... . � . I'd � 7--� ,,� NAILS EACH END. STRAP ATTACHMENT CAN,,,;-,, �- .,70 LPA No. CONT, HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. I i ATTACHMENT PSI - Pounds per Square Inch . . ..4 X STUD OR 2X10 / 11 11 11 j ,� INTERIOR OR EXTERIOR SIDE OF WALL. 0 -% ;E M I � � . _ j=======i SEE NOTE 2 EOR - ENGINEER OF RECORD TED o I STRAP NOT REQUIRED AT THE FOLLOWING: � I BLOCKING FASTEN - LL LL. ai 2 TOIJL-18-00002 I CONT. HEADER 1r(Q STUD TOE NAIL (3-16d) 4 -GUN NAILS ACHMENT: i EQ - EQUAL QT - Quick Tie NNECTOR E PLATE ANCHOR STRAPPING NOT REQUIRED_/ M. _J1 w/8 -10d COMMONS -] � 0 LU W :;: I CONTROL No. 3. BRICK VENEER ATT - AT LOWER LEVEL HEADERS I 113 EXT - EXTERIOR , LOCATED WITHIN 6" OF STUD I I I 1----J4 - � STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES 0 24- D.C., VERT. REINF - Reinforce -/ W � CL M M ; - - FLA5HING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY "--� THAN 8' OR OPENINGS LESS W :3 a � 5239 SOLE PLATE TO JOIST/BLOCKING FACE NAIL 1(16d @, 16") GUN NAIL @ 81, TIES 0 12" O.C.. (FOR 13Omph HEA ER, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED S1 LE STORY I (STACKED WINDOWS) THAN 3'-6- B: - W (3 Lu i , rT VVIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, SYP - Southern Yellow Pine W U m W �: � SHE I NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN I I I (UNSTACKED, WIND m LU � � FTG - FOOTING THRU - Through PICAL HEADER S PPING I > - 3�'xo.131�,o = GUN NAILS 2"0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,;"O WEEP TYP - Typical /-8� TY MA > i 2"xO.113'0 = 6d 2'/2%0.131"O = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION MEA HORIZ - HORIZONTAL UCN - Unless Otherwise Noted I Uj VERT - Vertical [:?71 � W cc SO.0 -Iz:,-� '�� � 3'/,%O.162"0 = 16d FLASHING. OF BRICK LINIEL � WWF - Welded Wire Fabric ��O I � I " � V/2%0.148"O = 10dxl'/2" V/2"xO.131"O = 8dx1V2" I I E 1 - I . , I . � - I � � � � � I 1� � I "" I ; I 11 `1 , I . � t I - I I ----- - I , . � - I , I I I I I " I I I 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4' O.C. WALL SHEATHING STUD WALL FRAMING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 1- w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. AT SHEATHING EDGE 6 BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER j 1 PLATE BELOW TOP PLATE AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. 7 STUCCO FINISH TRUSS. ATTACH AT EACH WALL 5-8d COM PORCH SHEATHING, - HEADER I STUD w 3-16 NAILS AT EA: :EACH SIDE SEE SPECIFICATIONS I PORCH / E °. COMMONS OF SPLICE 16d COMMONS I BE -LOW LpW I I FRAMING INTERSECTION. (MW. OF 16d 8 -GUN NAILS cl HEADER, „ 2x4-SYP 2 HORIZ. BRACING @ I » # I 6-16d BETWEEN TRUSS 1 @ 8 O.C. SEE PLAN. ) CSD 8 O.C. SHEATHING SPLICE - I 24 O.C. BETWEEN OUTER 'WALL '.HEADER &SUPPORT & FIRST INTERIOR TRUSS. NAIL PORCH P,R L PORCH POST PER PLAN. 2 MSTA24 FULL HEIGHT CONT. RIBBON .. TO WALL C �O ANCHOR OR DTT2Z DONT. RIBBON sa cOM � - I STRAPS PERPENDICULAR TRUSS , EACH END -w/ 3 0.131x3 NAILS PERPENDICULAR HOLD DOWN AT MIN. (2}2x4 WOOD BOARD TYP _ BOARD (TYP) ' 3" O.C. { ) (TVP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B EACH SIDE FLOOR TO PORCH HEADER. WALL OPTION A FLOOR - -� FLOOR OF SPLICE., TRUSS SHEATHING. TRUSSES TRUSSES 24"16 GUAGE POST BASE: _ L .POT 4x4 POST: STUD WALL OR JOIST. OR JOIST. , 2x4 SYP 2 STRAP w 11 24 16 GUAGE- D FRAMING # I / L " E OW 6x6 PO :AB 6 I SHEATHING SPLICE DIAGONAL 1 x1 ND B .,STRAP w 11 ST U 6 w ' 2x .SOLID BLOCKING Od YZ EA E / ,. LSTA12 FOLDED OVER TOP - AT SHEATHING EDGE FASTEN EA. tOdx1 EA. END P DOUBLE TO PLATE 8d COMMON ON WIRE NAILS I PLATE w 5 10d NAI » END w/ / LS " I I 3l'a OSB or PLYWOOD _PORCH. CONTINUOUS OVER _ TO BLOCKING ®3 O.C. 3-10d COMMONS _ a. INTO TOP PLATE & 5 1 E, I, PORCH HEADER °• » HEADER r \ I SLAB RIM BOARD Ya - - - - - - - 6 NAILS INTO BEAM. SPACE. SHORTER THAN SEE PLAN • » MAX 48 O.C. OMIT IF W z I T516 ALL , _ - CEILING » I _ FLOOR SYSTEM. ALIGN 5 1 _ � MING TRAPS R . SHEATHING IS INSTALLED WALL FRAMING WALL FRA WALL FRAMING MSTA24 OD ROOF TRUSS I A JOINTS WITH LINE „- / _ VERTICAL JO NT ON FACE OF BEAM � I r- LL SHEATHING. STRAPS EPDXIED 6 MIN OR JOIST a SHEATHING SPLICE WA r i FOR PERPENDICULAR INSTALL FLOOR TO ERPE DICULAR JOINTS NS TRUSS CONN CONNECTION PLAN VIEW OF LEVATION VIEW OFE BLOCKING ONLY REQUIRED .I_ 5 8d COM FLOOR STRAPPING PER Q 8 GUN °° R OR DE ,SEE " DETAIL B ABOVE WALLS AND OPTION 1 OR 2 PORCH HE PORCH HEADER PORCH HEADER AT SHEAR EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 AT POST BSL STUCCO FINISH OF SPLICE LEDGER FASTEN WITH FULL HEIGHT OP OPTION 2 �- ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. APA RIM BOARD OPTION OVER LAP SHEATHING FLOORTRUSS PARALLEL PORCH SHEATHIN HOLD DOWN AT MIN. (2)2x4 WOOD 1 2„ GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6„ O.C. EDGE &FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR OPTION B NOTE 1. TO PORCH HEADER.-- „ C DETAIL MAY CHOOSE OPTION 1 2 OR 3. _ 3 E L A L CONTRACTOROR CREATE OSB OR PLYWOOD, w 8d COMMON NAILS, � 6; O.C. EDGE AND FIELD ". 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING .WHEN FULL HEIGHT THREADED'' RODS ARE INSTALLED _. 1> FLOOR TO FLOOR WALL SHEATHING ANDST STRAPPING OPTIONS _ 2 TYPICAL PORCH FRAMING DETAILS 3TYPICAL PORCH BEAM CONNECTION. WHEN4 WALL ADJ. TO ROOF CONNECTION orm 'S0.1; •1 S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF SO S0.1 AND WALL SHEATHING A G AN D STUD FRAMING. SEE DETAIL 5 SD.1 FOR DIAPHRAGM. ATTACHMENT WHERE APPLICABLE I IF TRUSS REACTION EXCEEDS 23001bs PROVIDE , DE CRIPPLE STUDS ROOF TRUSS. DIRECTLYNAT BENEATH H TR USS SYP 2 2x4 NAILER FASTENED. TO TRUSS ROOF „ „ 5T: ` BOT: CHORD. w0.131x3 Cs� 3 O.C. A 2-SIMPSON H2. TRUSS. -\\-4I I B FLOOR ORSTENED TO SHEATHING w 8d' 3 O.C. ROOF _ - - - - - A lc� 2x4 SYP 2 GATS AT 12 / A TENED TO TOP ROOF TRUSS TRUSS. - - - - - - - - - - 5 O.C. F SDWG 15600 PLATE w/ 4_0.131x3 111/4 SHEATHING FASTENED TO 0 32, O.C. COMMON. MAX. TOP PLATE w/ 1Dd D 3» O.C. II II II II SCREWS I SHEARWALL 16"MAX..ose WALL B D D x'SYP 2 CONT. ATTACH D D 2 # H B C B C TS EACH.END w I FASTEN CA / I SHEATHING C C T r TO TOP PLATE AND TRUSS �-(� �--(� COMMON TOE NAILS „ „ 3 0.13Tx3 C® fI I I w/ 0.131x3 ®3 O.C. EDGE OF II 2x MAY OVERHANG TOP PLATE. SHEARWALL C C SHEARWALL OR r SHEARWALL „ „ EXTERIOR WALL 8d@3 6 SW 8d@3"/6" TED_ SHEARWALL SEGMENTED SHEARWALL Ej ALTERNATE A ALTERNATE B ALTERNATE C PERFO STRAP KING POST To ALTERNATE ATE G POST BELOW WITH 2-CS16 STRAP KING POST TO � STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 A - UPP TO LOWER STUDS - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT , » ANCHORS ARE NOT USED ROOF FLOOR DECK 10d 04 O.C. SW 8d®3 6: 2' CS18 STRAPS SW 8d03 6: 2 CS18 STRAPS OSB DIAPHRAGM FASTEN O / O, ,.. __... _ . _� ro„cc 1-Y� � � � I FLOOR ANCHORS ARE NOT USED TO NAILER w 1 ROW 8d / l 1 .fl 0 3" O.C. FASTEN TO TOP no l PLATE w/ (2) ROWS STUDS TO FOUNDATION OF 8d 0 3" O.C. T LEDGER FASTENED (1 )MSTA24' STRAPS 2x4 SP,F x4 NAILER FASTENED 1 SYP#2 2 , ALL AROUND TO TRUSS BOT. CHORD w/ II S W 8d@3/6: HTT5 OR HDU5 2 ROWS 0.131x3" 0 3" O.C. I' () , I TO SHEARWALL INTERIOR sw-2-//SHEARWALL. SW -2 PLATE ANCHORS IPA• .fl UPLIFT CONNECTOR no l ® - END STUDS TO FOUNDATION - ENO STUDS TO FOUNDATION T LEDGER FASTENED (1 )MSTA24' STRAPS 2x4 SPF 2`CONTIN000S TRUSS. UPLIFT CONNECTOR A ® - END STUDS TO FOUNDATION - ENO STUDS TO FOUNDATION T LEDGER FASTENED (1 )MSTA24' STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N), SW'8d(� 3 6: HTT5 OR HDU5 S W 8d@3/6: HTT5 OR HDU5 TRUSS WEBS WITH w/3- 1x3" / TO SHEARWALL NOTES: C - PLATE ANCHORS C - SOLE PLATE ANCHORS SEE °�- 3/4"0 3x3x'/a BRACING APPLIED TO SEE SGH DULE ON DETAIL 3/S0.0 SCHEDULE ON DETAIL 3/S0.0 '' COM ON. FLOOR M 1. T ROOF TRUSS, f FRAMING CONTINUOUS LATERAL RACING E B SEE CONTRACTOR MAY SHEARWALL NOTES MAKING 'NY STRUCTURAL FIELD TRUSS SHOP DRAWING FOR QTY. AND \ OVERFRAME RFRAME RAFTERS, SEE PLAN. CHOOSE A B C D OR G. 3 1. PROVIDE » OSB SHEATHING WITH 8d COMMONS 03, O.G. AT PANEL BOUNDARIES AND 6„ IN THE FIELD. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12 BRACE IS NEEDED OVERLAP BRACE X 26 PROVIDE 2x BLOCKING AT ALL PANEL'EDGES. - " NAILS ® " 3. 6 O.C. O.C. FASTENED TO''TOP 2. USE ALTERNATE A. ROOF TRUSS L• SIMPSON H3 w 10-8d COMMON PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING &JACK STUDS AT HEADERS MAY SERVE E E AS COMMON EN LNG BETWEEN ROOF END POSTS FOR SW SHEARWALL OR �5-16d NAZIS TRUSSES. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2:5T 0 32" O.C. TOP & BOT B SEE PLAN C (1 )MSTA24' STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N), 1.. , 1_n, v,♦ rrnL,_ TYPICAL 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE E (TYPICAL) ALTERNATE D ALTERNATE F i61SS_A_TTACHMFNT JSE ALTERNATE. F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW :SHEARWALL PER .DETAILS ON S1.0 EA WALL ELEVATION HEADER TIE DOWN 5 SHEARWALL ATTACHMENT AT ROOF a FLOOR s TYPICAL S � O WHEN � R SOA PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so.1 - MULTIPLE BRACED TRUSSES A T IN TR SPECIFICATIONS. N ILS 4 12d TO , S INDICATED USS ECIFICA IONS. 8d COMMON A AT 3" O.C.(TYP) UP CONNECTION CONNECTION CALL OUT ROOF NAILS (TY .) 2x4 SYP#2 OUTLOOKERS 2x4 BLOCKING. FASTEN\FORB�RACE CO1 (4) TRUSS FULL HGT THREADED ROD SEE PLAN - EMBEDMENT" DEPTH @ 24" O.C. EACH END *13-1 0d WALL STUDS `WALL STUDS 2x12 OR 2 2x6 OR 2 2x4 SYP 2 LEDGER O O # TOENAILS TO BACKSIDE OF WEB. 2x2x'�,, 4•• 4»` 2„ 3„ H3 OR H2.5T HURRICANE :CLIP 0 EA. OUTLOOKER TO TRUSS. „ » T 1 O.C. AT 16 O.C. A 6 FASTEN TO ROOF FRAMING BELOW 3/4"0 3x3x'/a BRACING APPLIED TO 2Y," 3" A T_w 4 12d 1 NAI A TEACH RAFTER. FRONT SIDE OF WEBS. MONO STEM f .� R00 F SHEATHING CONTINUOUS LATERAL RACING E B SEE CONTRACTOR SHALL CONTACT LOU PONTIGO ASSOCIATES PRIOR TO MAKING 'NY STRUCTURAL FIELD TRUSS SHOP DRAWING FOR QTY. AND \ OVERFRAME RFRAME RAFTERS, SEE PLAN. FROM THE INTENT OF THE ORIGINAL LOCATION. IF MORE THAN (1) LATERAL FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & BRACE IS NEEDED OVERLAP BRACE X 26 ADDITIONAL ENGINEERING OR INSPECTION FEES. ...• J ROOF. TRUSS J I i i ANGLE ROOF TRUSS L• SIMPSON H3 w 10-8d COMMON RACE R ATTACH DBL. SYP 2 LEDGER SYP 2 LEDGE #JU NAILS FROM RAFTER TO LEDGER' TO EACH STUD PER ATTACH TO EACH STUD, THESE STRAPS E AND LEDGER TO ROOF MEMBER. I MAY BE OMITTED BELOW PER SCHEDULE BELOW.. 2x4 SPF 2 SCHEDULE B # WALL SHEATHING UP -. BLOCKING WHEN OVERFRAME GABLE END TRUSS. A -SINGLE LEDGER B -DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH >- PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" VERTICAL - FASTEN w/10d COMMONS ®6 ON CENTER 2X4 2 SYP BLOCK CSD EACH ., # VERTICAL ROOF MEMBER. BETWEEN RAFT SIZE &NAILING REACTION LEDGER SIZE &NAILING OVERFRAMING ER - RA GABLE BRACE. FASTEN EACH AC" REACTION LEDGER AND ROOF MEMBER. 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/,"0x6" SDS SCREWS ENO W 3-10d TOENAILS 776-1250 2x8 w/ 8-0.131x3 2346-3125 '2x12 w/ 8- /a "0x6" SDS SCREWS BL` K TO DBL TOP - - w 10 0.131x3 1251 1540 2x10 h a P fW H L 2 2.5T / 1540-1850 2x12 w/ 12-0.131x3" ;31 ROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINT ADJACENT L # S [TO al TIE IN OF OVERFRAME RAFTERS TO TRUSS 'FRAMING. FDrER A NOTES: WHERE A LEDGER 1S INDICATED I 1' „ „ 0. 1x3 TOE NAILS � 8 O.C. 'M ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FRBOT. CHORD OF TRUSS HEADER UP CONNECTION CONNECTION CALL OUT (1)DIAGONAL BRACE PER LS18 � 32" O.C. B SEE PLAN CO1 (4) TRUSSES APPLIED FULL HGT THREADED ROD SEE PLAN - EMBEDMENT" DEPTH OR HTT4 HOLD DOWN AT BASE (U.O.N) 3/8 TO BACKSIDE OF WEB. 2x2x'�,, 4•• 4»` 2„ 3„ 5/ 8 3 „0 /4 3/4"0 3x3x'/a BRACING APPLIED TO 2Y," 3" FRONT SIDE OF WEBS. MONO STEM f CONTINUOUS LATERAL RACING E B SEE FIEL 11 ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO ASSOCIATES PRIOR TO MAKING 'NY STRUCTURAL FIELD TRUSS SHOP DRAWING FOR QTY. AND tvIODIFICAI'NS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL LOCATION. IF MORE THAN (1) LATERAL FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & BRACE IS NEEDED OVERLAP BRACE ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. AS SHOWN. i i HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 � 32" O.C. B SEE PLAN CO1 CS1 6 STRAPS D FULL HGT THREADED ROD SEE PLAN - EMBEDMENT" DEPTH OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT -- FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. UON _ { ) w 2.)BRACING LUMBER- SHALL INTERSECT I°I THE WEB OF THE BRACED TRUSS, PER °I DELEGATED TRUSS ENGINEER. II I I 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP °I I,I DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER II T -BRACE FASTENED TOBOTTOM CHORD BRACING °I PERPENDICULAR TO TRUSS BOTTOM WEB w d @ 6"O.C. 1 II T -BRACE TO BE THE CHORDS AND .ATTACHED TO EACH SAME SIZE, SPECIES I°I TRUS WITH 2-8d COMMON NAILS. AT AND GRA)E AS WEB WEB GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. 1°AT END WALLS PROVIDE DIAGONALS dI (APPROXIMATELY 457.) TO THE (°I ADJACENT EXTERIOR PERPENDICULAR I I WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME- BRACING cO MATERIAL. THIS REQUIRMENT'IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO' BL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A' 2x6 LEDGER PER NAILING SCHEDULE 2x4x6X-BRACE w/ 2-16d INTO BOTTOM ' SYP 2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST I " ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. # 8-TOd LSTA12 @ 48 O.C. OR DBL TOP PLT � LINE OF BOTTOM CHORD BRACING AT A ' I CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. ' SDWC15600 0 36„ O.C. OMIT IF " ` DECK LEDGER AT OVERFRAME RAFTERS �o GABLE END BRACING 11 PERMANENT TRUSS BRACING LEDGER�DGER NNECTION yq.l� 9 SHEATHING OVERLAPS "GABLE 12 MIN � OTED TRUSS TO LEONNECTION 'BY TRUSS OTED „ _ 50.1S0.1 USE THIS DETAIL ' TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING 4'-B" MAX. S0.1 SCALE. 3/4 - 1'-0" ENGINEER. NOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP 2 MIN 2 PLY STUD MIN 2 PLY STUD # IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS 0' ITS ACCEPTABLE ITS ACCEPTABLE (GIRDER TRUSS To SISTER A TO SISTER A OR BEAM GIRDER TRUSS - ---, -- FULL HEIGHT WASHER PLAN _ X I =_ MIN 2 PLY 36 LONG STUD 36" LONG STUD' _..... Q OR BEAM Q ❑ ANCHORING SPECIFICATIONS (1)MSTA24 TRAPS STUD FASTEN w/12- FASTEN w 12 IO V .V___ I OVER T PLATE / / \ FO 0, (2)MSTA24 STRAPS „ I » 0.131x3 GUN .131x3 1 1 IGNORING SYSTEM: THE THREADED ROD ANCHORING FASTEN -1 FOLD OVER TOP PLATE SIMPSON HTT5 OR 0 GUN NAILS A w 8 Od h NAILS i (2)MTS12 FULL HT. » DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED _ HDU5. 'FASTEN 2 TS12 ' SOLE FASTEN w/18 10d I ( ) ANCHOR _ C~ o --'` _FULL HT. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE -26 10d COMONS. I I UPLIFT PLATE TOP PLATE. I I ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I _CONNECTOR SIMPSON DTT22 TED IN THESE DOCUMENTS. ABOVE ( " DOUBLE TOP LOCATIONS INDICA ;, . SEE PLAN „ „ w - " i., .__ _ TOP PLATE PROVIDE A 2 x 2 x STEEL WASHER. S Ya x1YS PLATE Ya I WALL STUD d FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS. SIMPSON FULL HEIGHT THREADS TIGHTENED NUT TVP. " I EADS TO EXTEND ABOVE FU .L HEIGHT OR POST. _ I'' - MINIMUM 2 PLY � � °.' LTT206 (2}H2.5T 2 H2.5T I, � THREADED OD { ) ROD „ STUD i I -:- - -- - --- ROD INSTALLATION: T A PLATE PENETRATIONS T WITHIN 6 F FULL HEIGHT �� 1_-_-: ,.Ns a ALL MINIMUM I Yz THREADED ROD 0 „ � MINIMUM H PLATE LARGER THAN TH THREADED ROD I __-_ ,_____. PROVIDE A HOLE IN THE L ,4 P EPDXIED 4 ~ 2 LY >, I OX ED MIN OR GIRDER SEE PL N ---- - _ ( ) 2 PLY AT ND T r DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY THREADED . , » Z STORY _ j" SEE PLAN � a IONSTUD , ELEVATY2x6 TITEN HD ; COUPLERS DUPLE � ° a STUD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, CO COUPLER TIGHT STUDS PROVIDE ROD EPDXIED k „ w „ Y THREADED ROD O SIMPSON CNW OR EQUAL MAY BE USED IN CASES AGAINST PLATE 2 2 CS18 STRAPS STEEL COUPLER 1 ( ) 1 CS18 STRAPS 7.5 MIN » WHERE E CONTINUOUS ROD IS UNFEASIBLE. THE � EPDXIED 4 MIN OR ~ EON AT BASE OF STUDS C AT BASE OFI' STUDS O ~. : FULL HT. _ � ' (OPTIONAL, LOCATE - -- -"• A BE INSTALLED APPROXIMATELY CENTERED (OP ROD SHALL SIMPSON TITEN HD ROD COUPLER I Yix6 TITEN HD FLOOR' TO"FLOOR ANCHOR - » „ (FLOOR TO FLOOR} { ) AS .NEEDED �. IN HOLE. RODS -MAY BE SLANTED FROM TRUE - MINIMUM } �§ RODS THD37634RC (� x63/a) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR:. AND WALL FRAMING. STUD 3 ,, FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. _EMBEDMENT DEPTH E FULL HEIGHT ANCHOR INSTALLATION CHART THREADED ® © Q' E O ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT" DEPTH EDGE DISTANCE 3/8 '/2 °0 /2 " 0 2x2x'�,, 4•• 4»` 2„ 3„ 5/ 8 3 „0 /4 3/4"0 3x3x'/a 7.5" 12" 2Y," 3" MONO STEM MONO STEM INE NUT ABOVE THE UPPERIAOST PLATE SHALL BE SIMPSON DTT2Z /s ROD DTT2Z SECURED OVER THE WASHER TO A SNUG -TIGHT„ "' %11 ROD = HTT RN OF A STANDARD w/8- Ya x1Yz HTT5 CONDITION PLUS ONE-HALF TU SDS SCREWS BUILT-UP POST BUILT-UP POST, YNiENGH (APPROMMATE1.Y 30 FT. -LBS. OF :TORQUE).: ; ON OF BUILDING SEE PLA SEE PLAN. DUE 110 SHRINKAGE AND OOMPRES51 CONTRACTORS SHALL RE -LIGHTEN NUT TO 30, FT. -UBS. OF TIDRQUE AFTER ALL TRADES ARE COMPLETE AND PRIER TO INSULATION. PDXY L BE E ANCHORING. ALL THREADED RODS SHALL HTT5 or HDU5DTT2Z TT2 Iuj L OB DRILLED & EPDXY ANCHORED. SEE INSTALLATION LTERNATE FOR ALTERNATE FOR OPTION 1 OPTION. 2 CHART FOR EMBEDMENT AND EDGE DISTANCE , » Ir 11 FULLHEIGHT ANCHOR REQUIREMENTS 3 FULL HEIGHT ROD 5 FULL HEIGHT ROD ULL HEIGHT TR CONVENTIONAL ---- ... � � ,moo I' SHEET WALL SECTION THREADED ROD CHI3 INSTALLATION ION ART /8Ic :FULL HEIGHT ROD ALTERNATE 12 ATTACHMENT 4 FULL HEIGHT THREADED ROD 5 HOLD DOW N ATTACHMENT DETAIL M 0.1 FULLHEIGHT WOOD FRAME WALL ANCHORING SY T M wHNE1 GIRDER /BEASTRAPPING 0 S0.1 < TED S0;1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN sal ALTERNATE sal s .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHE T 2 OF 9 J0 U R, J, s STAT : e• �e ti I'�• !s d �• dd g�i�rgpp I ♦♦ iddd9d i,7 � ; � c.. i'�♦V♦ dPdssaaogaaas•�u;sae'!b N "' hris I to hler •i p i ) Sa bo ul n PE FLIPE# 14 7 6I i REVISIONS DATE i I I f FIEL 11 ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO ASSOCIATES PRIOR TO MAKING 'NY STRUCTURAL FIELD tvIODIFICAI'NS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUOTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. i i FULLHEIGHT ANCHOR REQUIREMENTS 3 FULL HEIGHT ROD 5 FULL HEIGHT ROD ULL HEIGHT TR CONVENTIONAL ---- ... � � ,moo I' SHEET WALL SECTION THREADED ROD CHI3 INSTALLATION ION ART /8Ic :FULL HEIGHT ROD ALTERNATE 12 ATTACHMENT 4 FULL HEIGHT THREADED ROD 5 HOLD DOW N ATTACHMENT DETAIL M 0.1 FULLHEIGHT WOOD FRAME WALL ANCHORING SY T M wHNE1 GIRDER /BEASTRAPPING 0 S0.1 < TED S0;1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN sal ALTERNATE sal s .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHE T 2 OF 9 J0 U ,r OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE . '. .. .'. ALWAYS PLACE:. HEADER AT HEADER AT .. TOP OF ROUGH- .. TOP OF ROUGH u OPENING OPENING GARAGE %"0 THREADED ROD HEADER : :: : " . . w/3x3x /4" PLATE (2)20ga STRAPS . . ... . 2 20 a STRAPS . . HEADER TO JACK ALWAYS PLACE GOAL POST. FASTEN TO STUD O g � - � � - :: - HTT5 W HTT5 w/ HEADER AT PACK WITH 2 -ROWS OF 16d HEADER TO JACK / " 1�/ " : S�.. THREADED ROD TOP OF ROUGH „ THREADED ROD z " RING SHANK NAILS 12 O.C. " MAX EPDXIED 12 2)20ga STRAPS OPENING EPDXIED 12 HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO 2 2 2 4 BLOCKING _ TEXTEND HE 2x BL HEADER TO SIDE) .. FAR 4 0.131x3 TOE NAILS- 2 EA. SD (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO :. // SIDE OF WALL , HTT5 W FAR SIDE OF WALL 2 2 / ... / / 6x6 POST / AS SHOWN. 2x ' ouTLooKER STUD. PACK, PER GARAGE DOOR ... ; , H3 � EA. 2 x " NOTE ( )2 6 2 2x6 SPF 2 AS SHOWN. o ® AT 24 O.C.2 2x6 JACK STUDS � THREADED ROD ( ) # OUTLOOKER PLACE GABLE ENO TRUSS ( ) " SUPPLIER JACKS ... :. 6 6 6 EPDXIED 12 6 6 6 6 „ , TO THE INT. FACE OF .. AND 1 " „ 4 -0 x4 -0 PIECE OF WALL >1 BALLOON FRAMED WALL .: ROOF 4 0 x 4 0 E- PI CE OF WALL SHEATING INSTALL AT UPPER TRUSS TOP KING. AND FASTEN O ... STUD SPACING SEE l% , s, SHEATHING - HTT5 w SHEATING INSTALL AT UPPER <. .:` �{ ,;1 HTT5"w 2 2x6 CORNER 1 BELOW GARAGE- :HEADER AND BOTTOM CHORDS TO „ / ( ) FRAMING PLAN QB. A „ -CORNER 1 STUD CORNER BELOW. -GAR „ :.. .; DETAIL A x D ALLM' . x AGE HEA BALLOON FRAME W 2 2 DER B 0 THREADED ROD JACKS SCHEDULE. O 5i'e TH E DED D ,,., ON EXTERIOR STUD TRIMED AS 0 o THREADED ROD ,. » " DETAIL A 5 12d TOE r STUDS w 0.131X3.. ❑ ON EXTERIOR STUD » 2 D TRIMED AS 1 L LI � / EPDXIED 12 ) ( AND (1) SHOWN NAILS EACH f EPDXIED 12 ) .2x4 BLOCKING AT "NAILS AT EA. STUD. SHOWN) KING. " TRUSS P.T. SOLE PLATE -,,J 48 O.C. BETWEEN P. T FASTEN AT GABLE AND FIRST - • • � SEN SHE INC TO HEADER w Sd COMMON 413 GALV. BOX NAILS s_ GARAGE -HTT5 w • • - • - FASTEN SHEATING TO HEADER w 8d COMMON GALV: ' INTERIOR TRUSS. SOLE PLATE / / QB. BOX NAILS IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING ; HTT5 W „ FASTEN GABLE END FLOOR " IN 3 RID PATTERN AS SHOWN AN ANCHOR 5/a THREADED ROD D 3 O.0 IN ALL FRAMING STUDS BLOCKING &SILLS TYP. THREADED ROD ( ) TRUSS w/ FULL HT: EPDXIED 12 (STUDS,BLOCKING &SILLS TYP. .. _ - ANCHOR AND HA4 u SOLE PLATE EPDXIED 12 -__I EA. END ANCHOR c OR GARA WING WALL _ GE A L SECTLON DOUBLE BLOCKING PANEL JOINT NAILED TOGETHER w 3 16dSINKERS.: DOUBLE. BLOCKING AT PANEL JOINT NAILED TOGETHER w 3 16d SINKERS :THICKENED .:SLAB EDGE • • . .. / AT GARAGE OPENING. 6x6 P WITH 5/,"g ... OST W ABU66 THREADS -, / D ROD OVER ADDITIONAL DOUBLE d a ( E PLATE BETWEEN ..... .. THREADED A � w / T ED ROD .. NOTES. i " / s STUDS) DRILLED AND 0 " A EPDXIED w 12 EMBEDMENT &.3x3x WASHER. EPDXIED 12 MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING, I GARAGE WING WALL ELEVATION - i CONVENTIONAL SW ANCHOR PER 'SCHEDULE. i NO FULL HEIGHT ANCHOR REQUIRED. Q GARAGE HEADER`' FRAMING A G RAGE PORTAL OR _WIN 1 G WALL 2 GARAGE INC LL wHIN 3 W WA FRAMING LESS THAN 12 4 BALLOON FRAMED CABLE END wHl� WHEN oTEo _ oTEo . otm S0 2 SO. THIS 2 IS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 THIS DETAIL ONLY; APPLIES WHEN NOTED ON PLAN S0. SPLICE 2x x 4'-6" P.T. SYP NO.2 Y EXPOSED �AFTER TAIL TO A H EACH ROOF .PORCH BEAM: SUPPORT POST TRUSS @ 4" O.C. JACK STUD IF 4x4 IS SPECIFIED ON PLAN, JACK STUD AT DOOR x4 P.T. SYP No.2 AT DOOR USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 LOCKING/CLOSURE FASTEN „ IF 6x6 IS SPECIFIED ON PLAN 3 / 3-12d TOE NAILS. RIP , WALL 24 MAX. OWN TO REQUIRED P USE 3 2x4 SPF#2 SUPPORT. " SHEATHING p 0 ED DE TH , ( ) # PRE-ENGINEERED. � 12 MIN. RATED WALL SHEATHING w/ WOOD ROOF TRUSSES.' Ya x3Y ATTACH PORCH BEAM TO r=. 12d COMMON 8d C� 6 O.C. EDGE &FIELD CST8 w 7 1 dx1Y2 PLAN VIEW PLAN VIEW' SIMPSON LTT208 / TAPCON WIRE NAILS SUPPORT POST w 2 HTS20. 48 � / O EACH END � „ W RECESSED IN SLAB a @ 4 O.C. SORE „ O.C. STRAW AN BE � w/Y THREADED ATTACH SUPPORT POST TO ETHER ' STAGGERED � o SOLE PLATE INSTALLED ( t ROD EPDXIED 4 FOUNDATION WITH HTT4 D - FACE ST CS18 w/7 10dx1� ANCHOR „ ,, z >, 5 w Ox6 EMBED EPDXY EACH END � 48 • / /a ROD. U.O.N. SYP#2 PT SOLE PLATE . O.C. STRAP CAN BE d• UPLIFT CONC. CONIC. INSTALLED EITHER BOX COLUMN CONNECTOR SLAB SLAB I � FACE OF STUD MAY BE USED IN LIEU OF 4x4 OR 6x6. „ FLOOR FLOOR FLOOR WATER PROOFING AT LOWER PORTION OF TRUSSES TRUSSES TRUSSES " DOUBLE. ELEVATION VIEW ELEVATION VIEW OR JOIST. p JOIST. OR JOIST. + TOP PLATE' BOX COLUMN BY BUILDER ( _4 IF PT MATERIAL IS NOT USED. OPTION B BEAM SEE OPTION A OPTION B OPTION A PLAN .STRAPPING OVERLAP SHEATHING OPTION C DROPPED BEAM T 4 U 5 FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL WALL STRAPPING OVE BEAM FT wHEN WHEN $ RAFTER TAIL OSTIAL OTED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. 0TED SO. THIS DETAIL ONLY APPLIES WHEN NO ED ON 'PLAN S0. KING STUD < TO TOP PLATE: SDWC15600 SCREW. sy: P SDWC15 00 SEW. ® 32+'10.C. ROOF SHEATHING PER STUD TO TOP PLATE: STUD TO TOP PLATE: XCONSTRUCTION SPEC's SDWC15600 SCREW. SDWC15600 SCREW. 0 32 O.C: 10d COMMONS " 32 O.C. 1 2x1'0" S.S LAG BOLT STUDS TO TOP PLATE STUD TO BOT PLATE: ® Cox OT PLATE TO TRUSS SDWC15600 SCREW. y4 x3N� LAG SCREW O 32 O.C. Zx6 SPF#2 RAFTERS 1-MSTA24 WITH ROUND WASHER r...._.. ® 24 o.c AT EACHFLOOR TRUSS 2x6 SYP#2 LEDGER w/2 -1/4"x(5" SDS: „ w,.. SCREWS C� 16 o:c ....,, r— - WOOD BEAM PER PLAN BOT PLATE TO FRAMING 8 OT PLATE TO FRAMING 6x6 POST SEE PLAN BELOW CS180 32 O.C. 6ELOW CS1811� 32 O.C. (2)H2,5T STUD TO BOT PLATE: BOT PI 16 -E TO TR14S 4x4 HORIZONTAL SDWC15600 S 0 AL LEG TRUSSES 'PERPENDICULAR TO WALLA CREW. ROVE ® 32" 3-10d TOENAIL " Y4 x37 LAG SCREW O.C. S x LAG SCREW WITH ROUND WASHER EACH SIDE RECESSED 24 ;IC. 4x4 DIAGONAL �"x "LAG SCREW REC SSED 4x4 VERTICAL iv v ALL EXPOSED METAL TRUSS OR BEAM PARALLEL TO WALL ABOVEcoNrlEcrORs AND 1 FASTENERS SHALL BE STAINLESS STEEL s WALL STRAPPING DETAIL 10 WALL STRAPPING DETAIL 11. WALL STRAPPING DETAIL H wREN wFIEN EN � 12 SHED ROOF BRACKET `DETAIL t3TED oTm TEo : THIS DETAIL .ONLY APPLIES °' ' S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SD. L WHEN NOTE ON PLAN S0. THIS DETAIL APPLIES WHEN ON PLAN S0.2 SCALE: 3 4 l'-; � i i i : i 0 uj w d U UL , I 1/49/118 t Y li>rplt . be 9w a n I�y 9M1f J p .4 ENS.' ry a 66 1 r ry N � s STAT o e /� rr`-,4 ,r 6d` 0 a e 000 r E'•,'', Ii t Ch s o h'erJ-Sabourin PE FL-PE#71461 i i RF11tC�It1AIC nn7c BEING APPkbV ASSOCIATI ADDITIO�IA IN$PE RATION CONTACT LOU rES PRIOR TO :TUBAL FIELD CH MAY VARY ' GG LS IONS FROM )IMENSION IS O THE NINGS OR .O.R. IE _ASSIC I I 75 -5 4'-5" d- _ �O INTERIOR LOAD BEARING WALL 77 10,- » 14'-10" d- I I I - - N I DO NOT S6,LE DIMENSIONS FROM 4 -10Y4 N 10 3-0" 5)-5)) S- N CLEAR TO TiESiON 0 ARCHITECTURAL DRAWINGS OR CD , » 1 -2 PAN NAME » 1 -2 0 CATA'INA°- CLASSIC N 1 CS KM LAP O 9 I I. L � 12.22.17 3 I I Ln I S1.01 i rn I; I I S1.01 N I TOLL -18-00002 UJI c.o I STAIRS BY 5239 BUILDER Bu I ( SHEET 1 I sto _I ' 16x16 CMU PIER w/ 2-#4 DOWEL BAR. TOP OF PIER=TOP OF HOUSE SLAB. 1 -4 I I 75 -5 } FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 11-0" 3-#5 EA. WAY BOT. F3.0 S-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4,_0„ 4'-0" " 4-#5 EA. WAY BOT. F4.5 4'-6" 4'--6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL IFEATURES, 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. 4 1 ol 14x14 CMU PIER w/' 2-#4 DOWEL BAR. TOP R - OF PIER=TOP OF HOUSE SLAB. (2 PLACES) SYMBOLS LEGEND 4'-5" DESIGNATES FOOTING LINE _ 45'-10,, INTERIOR LOAD BEARING WALL 77 10,- » 14'-10" I I I I DO NOT S6,LE DIMENSIONS FROM 4 -10Y4 10 3-0" 5)-5)) S- CLEAR TO TiESiON ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. f , » 1 -2 PAN NAME » 1 -2 CATA'INA°- CLASSIC DESIGN/ RAWN/CHECKED 1 CS KM LAP 9 12.22.17 S1.01 AS NOTED S1.01 Lf'A No. TOLL -18-00002 UJI CCDNT'R©L No. 5239 SHEET sto SHEET 4 OF 9 ^^pp - 7F� 1 S1.01 N 51.01 PAVERS 9 I ��_.__._...�..� I c� MONO FOOTING TO STAIRS Y °I 9 co BY OTHERS S1.01 INV - BUILDER- STEMWALL w/ 2 #5x30 S1.a1 , » DOWELS EPDXIED 6 MIN. 4 CONCRETE SLAB w' f / ( TYP. I - � FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 1`2.0 = - 10-4 - - - 13'-10" WWF ON EMIL VAPOR BARRIER I IN PREPARED GRADE. U) 6 1 CID 6. I S1.01 co 8 S1.01 S1.a1 _ S1.Q1 6' PROVIDE SAW CUTS PER N -- J 5/S1.01, BUILDER TO , Q S1.,01 / MON FOOTING 0 NG I TO elm COORDINATE WITH FINISH 8 .PAVERS , 8 STEMWALL w 2 5x30 FLOOR MATERIAL. d- J_ _/ BY S1.01 DOWELS EPDXIED 6 MIN MI . .1 L ❑ \ „ OTHERS TYP. I>- SLIDING GLASS DOOR F2.0 - - 1- 7ppI » 1 3 ( FRAMES MUST BE RECESSED - 1 4 9 2 - - 7 -2 6 4 _ 8 4 2 9 11 � 9 2'-8" 6p-11"2/1 SEE ARCHITECTURAL PLANSVX , 6 FOR` tOCATON 'OF SLIDING 3-2 GLASS DOORS. F2.5 S1.01 F2.0 i s I I ,3 4 r S1.01 r 7B / , d- _S1.01 / S1.01 ., I� In >. r PROVIDE 2 -#4x4' -O" CORNER CRACK BARS F3 I_ N r7 / Fn�r .. AT SLAB MID DEPTH. c.o I I - 77- P 1 1. S 01 _ I 4 ( :I = I i �I I 6 S 1.01 � I S1.01 -4 STAT Y RS B BUILDER S1.0 I _I 2 F t I .. S T.01 ... I MONO FOOTING TO r� 51,0 I, STEMWALL w 2- 5x30 L s1.a1 DOWELS EPDXIED ;6 MIN. I 6 _ SAW UT ,1 ; n .z (TYP.) I S1.01 -- -- -- I � N I_ 1 o F2.5 8 \ S1.01 r~ n c i.. h II LO I I 4 co I; 10B t. r 1 .a1 S A WC U T `r _ „ 3 2 44�- I I 6 S1.01 I '' 7� 9 S1.01 .. I \ 7B I j 1 F � N ; e: S1.01 F2.5 L_�_-__-_ F3.0 11 I I SAVVCU T 107 U 3 ,.. I PAVERS BY � I SIM. 8 o n >' S1.01 to Q I S1.01 I .,� s OTHERS S 1.01 OB I rn S1.a1 - 10 I I .< X> I» MONO FOOTING TO 3'-5 1,3)-3"12 , -9 4 -6 o » STEM WALL w 2 - 5x,�0 . „ /4\ L 00 ¢ I DOWELS-EPDXIED 6 MIN. 1 7 1 3 I ,< I 36 - TYP. (LI ) S1.01 a - 51.0\11 S1.01 LV �- <- 9 S1.01 3 S1';01 10A 3 >_ » S1.01 S1.01 1 8 J � i-10» 3 5'-10" 51- 15 62'-- 9 75,_ _» le } FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 11-0" 3-#5 EA. WAY BOT. F3.0 S-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4,_0„ 4'-0" " 4-#5 EA. WAY BOT. F4.5 4'-6" 4'--6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL IFEATURES, 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. 4 1 ol 14x14 CMU PIER w/' 2-#4 DOWEL BAR. TOP R - OF PIER=TOP OF HOUSE SLAB. (2 PLACES) SYMBOLS LEGEND - - - DESIGNATES FOOTING LINE _ DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 77 DESIGNATES SLAB RECESS /-\sso!ciates, Inc. i. .420s ceola Avenue.. l ax. beach Florida 32250 NPh. 242-0,908 Fax. 241-9557 N g O I FL: CA # 8344 SC: CA# 3579 _ I Ln Y,04L g.;ilg ro�Pi sw �}y50 • %C.9 • fV0. • N 1 co I 2� � '-' • it wta • s I e N a d a •e.••. a� C •r N d s c N x ti t r v 51.01 O CITristo hIr j Sabourin PE tC) FLIPE#71461 I f REVISIONS DATE I Liz i CO - FIELD ALT ERATION CONTRACTOR O CONTACT Lou PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS A Y C S MAYV R FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. O FIELD ALTERNATI N MADE I NATIONS PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY N RESULT IN ADDITIONAL ENGINEERING EERING DR LO INSPECTION FEES. 1T Z I I i o co V J iLU In I lu Iji, 00 0') W I N i I I L aL..L� _W O 1 J Lpi D 0 1- 4 1200:z W 0 i W 20x2.0 CMU PIER w- / 2-#4 V DOWEL BAR. TOP OF P TER -TOP OF HOUSE SLAB. ! FOUNDATION FLAN I I I I DO NOT S6,LE DIMENSIONS FROM THESE D IS REFER CLEAR TO TiESiON ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. f PAN NAME CATA'INA°- CLASSIC DESIGN/ RAWN/CHECKED CS KM LAP DATE 12.22.17 SCALE AS NOTED Lf'A No. TOLL -18-00002 UJI CCDNT'R©L No. 5239 SHEET sto SHEET 4 OF 9 TYPICAL WALL FRAMING AND FRAMING AND ANCHORAGE TYPICAL WALL F ANCHORAGE PER TYPICAL WALL FRAMING PER CONSTRUCTION SPECS.' AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS(TYPICAL) SOLE PLATE N AT WALLS GREATER. THEN 12" HOOK. INTO SLAB:. 1—#5 `CONT. PROVIDE. » ANCHOR, # , 8 CMU OPEN BOTTOM LINTEL ,_ SEE 3/50.0 , 4 0 HIGH, NOTIFY E.O.R.. SEE 7B 51.-01 0 SLAB FOOTING AT PORCHES CORNER BARS (TYP.) � BLOCK w 1—' 5 CONTINUOUS FOR TEMPORARY BRACING MON , 51 100 LAYOUT � # WHEN SPECIFIED ON PLAN. 2 UT LAN AND SEE ARCH PLAN _ LAYO P ,r PERMANENT LATERAL SLAB ON SUPPORT DETAIL. SLAB ON GRADE, - . �. � :.� ;. GRADE _ SEE- PLAN.41 SEE PAN: 'r -GRADE OR CONC. � SLAB, .SEE PLAN. 8 CMU S \ , TEM: WALL. J . r VERT. T. T MATCH E 111/1 a, _ 4 DOWEL 0 i -, .-�'' .� � SLOPES TO RAIN EE SLAB ON SHOWER- P N D S ARCH STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. ® 48"O.C. 7 TO 10 #4 VERT. © 24"O.C. 11 TO 121 #4 VERT. @ 8» O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT'. REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. #4 VERTICAL DOWELSO.C. U 24 O. L REINFORCING SEE » STEMWALL _ � , 1 _ _ -'' GRADE _ . IN 4 MIN. K r, _ ., _ ; » PLAN. MAINTAIN SLAB THICKNESS. . ,, 90 BEND INTO FTG. INTO SCHEDULE w 6 HOOK �. .. / _ �-'' SEE PLAN l ao E FOOTING. LAP VERT REINFORCING I -. 25 IF STEMWALL IS GREATER .. ,- THAN 3 COURSES. � � d , ,- R - CONTINUOUS CONCRE E CONT. CONCRETE FOOTING r, a„ ,--' STEMWALL, SEE 1 1.01 FOOTING dx16w11—STORY,CONT. 8 _ Q 3 CLEAR w » 10"d x 20"w 2 STORY /()# )# w 3 4 OR 2 5 CONT. » v 10.x20 w 2— 5 CONT. 1 3 GARAGE STEMWALLSTEMWALL FOOTING r2 FOOTING / SHOWER RECESS IF REQUIRED)IF RE REQUIRED) �_o SCALE. 3/4" — l'—O" S1.01 (__ S1,.01 ( Q ) / i TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. CONTINUOUS, 1 5 CO , PROVIDE CORNER BARS TYPICAL ,_, 4 STEP, SEE 12 HOOK INTO SLAB. ARCH. 4 MAX.)( EQ UAL TO SLAB v THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. BRICK VENE 'R IS WALL FRAMING _ ACCEPTABLE WITHOUT INCREASE OF FOOTING SLAB ON GRADE,WALL FRAMING --\SIZE. » _ 1" DEEP SAWCUT w/ 8 CMU STEM WALL W/ SEE PLAN STEP, SEE 4 VERTICAL DOWELS @ 24 O.C. _: r � � SLAB ON ELASTOMERIO SEALANT], ARCH: PLAN SLAB ON -. - GRADE- 90aBEND INTO FTG. f �- f° a:. SEE PLAN SLAB ON GRADE, / �,_ f 0 t. -. -. �, r�,—,, SEE PLAN. , „_. _--___.�.��____ �___� W—__� GRADE, _ � ,- NOTES. > 00 SEE PLAN. \ ." -' -. 1s I .r #x' e., ., \ ,fir f- 0 \ •. 1 PROVIDE SAWCUTS TO CREATE \ aOD / ;. `>> .r. I r00-1 CONTINUOUS CONC E . .,, - APPROXIMATE 12 X 1 MAX. SQ. 2 SAWCUT CONIC. SLAB WITHIN 4' TO FOOTING ._. ) 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8»x16" 3 3 CLEARx 1—STORY, w/(2)#5 CONT. �, Q 2 FLAIR 8"x20" 8'x16„ 1—STORY, w/(2)#5 CONT. Ld 10"x20" - � 2—STORY, w/(2)#5 CONT.- 8„x20” 2—STORY, w/(2)#5 CONT. w 2—#5 CONT. SAW C T ETAIL BEARING AT INTERIOR _ I 4 STEMWALL AT GARAGE 5 MONO. FOOTING AT STEP D WN 51.01 SCALE: 3/4 — 1 —0 �-o S1.01 �-o TYPICAL WALL FRAMING AND ANCHORAGE PER3 » CONSTRUCTION` SPECS. PAVER BY MATCH DOOR /4 RECESS OTHERS. WITH, SEE ARCH. BOND BEAM w/1—#5 % SLAB ON I 4 Ad. GRADE,..... SEE PLAN. $� �� B ON -'' / � PAVING BY Q ” ry SLAX8 MASONRY BUILDER GRADE, z _ / STEM WALL w/ 12 x12" 1 #5', CONT. 1 a SEE PLAN. » E.J. DETAIL 10B - 0 1— #4 @ 48 0. C. I ,� GRADE OR CONC. N \ MATERIAL Q 1 r \\ SLAB, SEE PLAN. SLAB ON p r \ d.. a n N z -r�-' `/, -� / GRADE, `� \ ) SEE PLAN. ALT. FOOTING AT • • % BUILDERS DISCRETION. 3 C� 48" O.C. OR � . # / THICKENED EDGE 8,.x8„ DETAIL 10A ROD CHAIRS (TYP. ) w 1—#5 CONT. 121, itµ W/(2)#5 CONT. 12" ..HICK x 20" WIDE w/ (2)#5 CONT. I t ,^ 8 MONOLITHIC EDGE FOOTING g PORCH STEWALL 1 o THICKENED SLAB 51.01S1.01 �_o r uj ; U e a } S N6. , o0 STAT O nf iii lL�RyeCeee�e te® ChristoP � npr I eS- bourin PE FLIP E#71461 I REVISIONS O ...DATE i FIELDS ALTERATION CONTRA ACTOR SHALL CONTACT LOU PONTIGO P' O MAKING Ag ASSOCIATES RIOR TNY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY .FROM THE INTENT OF THE'ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELDALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCI p,TES MAY RESULT IN ADDITIONAL ENGINEERING OP INSPECTION FEES. iT. f f r) ■i NAME ---) - CLASSIC NN/CH ECKED .. i. . SYMBOLSLEGEND DESIGNATEST SHEARWA�LL. HE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED, Sd @ j DESIGNATES8d COMMONS @ 3" O.C. .C. EDGE & 6 „ O.C. IN THE ,, FIELD DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK KING STUDS NEEDED _ ,< STRUCTURAL (2)2x8..-1 /2 JACK/ KING SUPPORT HEADER. CANTILEVER'S BEAM PAST CANTILEVER BEAM PAST ._ . ., DETAIL L _ _ _ >�� Lou G'ontl o and (2)2x6-1/2 2 2x6 1 2 2 2X8 1 -2 2 2x6.. 1 2 2 2x6 1 2 POST 'TO SUPPORT POST TO SU'PP'ORT � 2 PLACES 1 S0.2 �----- A .. . 2 _._ � _ e 5soclate --�_._._-------_ ---�----��-�-wBEAM OR TRUSS SEE PLAN / ( ) - _ _ . TRUSS 2 2x12 TRUSS ABOVE 5, Inc. , ANCHOR I 6x6 P.T. SYP' 2 POST LEGEND _ # 420 sceola Avenue SHEATH CONT.: PRIOR TO i I �� HUC210 2 Q ax.Bea'ch FASTEN TOP OF WALL w ABU66. SEE DETAIL 1 I Floridaa 3 250 FRAMING POCKET FOR ____�.l i N HANGER N / 3„ Ph -242- - ...___.____._P ' X 7C 2 50.1. (TYPICAL) ri1 A307 .DIAMETER FULL HEIGHT 0;�08 Fax. 241 9557 SGD AND BUMP OUT PER DETAIL 5/S0.1. I I I / ( L) THREADED`ROD, SEE DETAIL 12 S0.1 FL: STRAP HEADER PER cv, N /� / CA #s344 sc. CAN 3579 I I SEE 3/S0.1 .;FOR BEAM �.. .-. , N CV I DETAIL 7/S0.1.---,,, N I / � CONN. TYPICAL . I I 1 Us A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12 50.1 TRUSS T18 ABOVE I x t r , r c , i o 4 3 a a 4d A' fi A307 DIAMETER THREADED � r 1 / 2 2x6 I � ..� �. ,� ( ) ROD' TERMINATES FIRST FLOOR �` '� . y w Ar I 70P PLATE SEE DETAIL 12 S0.1 SPF#2 : 2 In POST. I s lq. 9 /s A307 DIAMETER THREADED �,• I S1.1 I ROD TERMINATES AT FLOOR LOOR I(95 � � TOP PLATE,'. SEE DETAIL 12/50.7 o ti S cv I c� '0 STAT F s �. N O ; .� I01 .. x - 04 Ax HTT5 SEE DETAIL 15/S0:1 �+� ,t ��pp •" +`` O CIA 1: AN ter. •„ 0 F>,. risep0"h Pf/ tb4 C'V J 6' tG Rms ire SIMPS � ON DTT2Z SEE DETAIL 15 S .l" I M Cp X �r Christo hel Sa t- N P ) boulln PF i 1 SIMPSON LTT208 SEE DETAIL 15/S0.1 F l 6 121- EN 3 w 2x4 { ) REV1 IONS � � WAL STU DATE J L D SCHEDULE o SPF#2 J N Q m W I W PLATE STUD SIZE I 'IPOST: L� > � � 'LOCATION O W HEIGHT &SPACING i PER v STRAP HEADER r2 � �ml 9 -1 2x4 SPF#2 @ 16 O.C. (n 2 EXTERIOR # DETAIL 7 S0.1, MAX 2x8 w �. cD10,_12x6 SPF#2 @ is D.C. or X W EXTERIOR WALL co MAX a><a-sPF z @ 12O.C. J z GIRDER. FG03 ABO F N F ti , x6 v. 10 1 ro 32 Q ( ) EXTERIOR 2x6 SPF#2 @ 16 O.C. "rl-"r 14 0 SPF 2x6 ' I 0 # _ v - 2x6 O IN 4 A INTERIOR 2x SPF#2 @ 16 O.C. ��3 2x �L � X MAX:. ' WALL POST. � C� � 3 2x6 N ; f �L „ „ SPF` 2 v I { ) # �O 2x6 SPF @ 16 O.C. or t SPF �. 1.2 0 INTERIOR „ i- R A D ALTERATION `N ON '�SHEATHI G SPF#2 , `L „r/ , POST. � # � ..... MAX 2x4 SPF#2 @ 12 O.C. 1 !r I o POST. FACE OF 2x6 WALL ST. I CONTRACTOR SHALL ✓ r ' +"'- P O TUG .NOTES.. AL CONTACT LOU i s a PONTIC,O 8 ASSOCIATES PRIOR TO f Y r I 1: WALL STUDS SPECIFIED ON'P AN EDE THIS TABLE. r L SUPER MAI.IN ANY TRU .T G 5 C URAL FIELD 1 -, r i MDDIFI ATI f i (� C ,pN5 WH CH MAY VARY I FROM E INTENT F T I f 2. MINIMUM STUD I O HE ORIGINAL 3 D S ZE AND SPACING ARE SHOWN N 4 2x6 BE OW POST 2 2x BELOW POST I { ) ( CO CONSTRUCTION DOCUMENTS. ANY W \ _ _ ___ CONTRACTOR MAY INCREASE, STUD SIZE TO MEET r � FIELD ALTERNATIONS MADE PRIOR T _ I ,� i s j# ABOVE.` PROV DE SOLID ABOV PROVIDE SOLID I_ � ARCHITECTURAL REQUIREMENTS. N ROk o I I > BEING APPROVED BY LOU PONTIGO & ..m I _. SEE D T IL I �y - o E A A SSOCIATES MAY , ___. �_.__. I I M RESULT IN ,. LOC INC WIT BLOCKI G WITHIN B HIN 3. P , TRAP HEADER, PER I ) S F DENOTES SPRUCE PINE FIR.. SYP LiENOTES SOUTHERN S r,. m x X ADDITIONAL ENGINEERING OR I I N 1 SO. YELLOW PINE. N N r L I N 2 ,, � ¢ I .-. f SYSTEM. L00 SYSTEM. / I � I FLOOR STEM. � F INSPECTION FEES. I i€ DETAIL 7/50.1. } ! i N I I N I, I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. fI N -- a p sl( U -� 5.) FASTEN BOTTOM PLATE OF: INTERIOR LOAD BEARING WALLS N !Il LL TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16 O.C. I I MINIMUM. SEE 3 SO.0 FOR ADDITIONAL ANCHORS AT N / .✓ I I W I' SHEARWALLS ! W \ , 11 D } N i. O 7w I m _j COMBINED , I oUSE PANEL NOTES r > s J i I W i V I _ 1 EXTERIOR WALL SH 1 _ EATHING SHALL BE ;, OI Lo CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TRELLIS ' & + \ W o0 TOP PLATE. SEE DETAIL 1 S0.1 FOR SHEATHING V l 6 ,. LL I / \ ... , A BRACKETS i, I SPLICE LOCATIONS FOR d `1 w. ( G MULTI STORY CONDITIONS 'a 3 2 x 6 o (JJ I B Y BUILDER LD E R >- _ . SPF 2 Nw R, _ . 2 SEE SHEET ET S0.0 FOR __.____ __ # WALL SHEATHING S0.1 FOR BEAM , < L EATHI E 3 I -a J SE f W L_ V 1 ,. C7 � SPECIFICATIONS. I T PICAL �,n _�a__. -- __ .-....__.., __________._ ____� _ __ POST. �_ CONN.. (TYPICAL) I I L� - LL--- _ N _._.. I a I , 5. UPPER m -`{jr- J ER .MOST -TOP PLATE SUPPORTING ROOF SHEATH cs� �' I, MEMBERS SHALL BE STRAPPED AS SHOWN IN CONT. PRIOR o DETAIL 1 SO:O I B-H�I I FRAMING _ TO �- T P HEA 4. IN R A STALL S SOLE PLAT IU Lij DER E ANCHORS PER DETAIL Ln T , _.. E L BUMP OUT i , I I 3 /S0.0 i i I PER 7 S0.1 / S FASTEN' TOP OF WALL 3 2x6 SEE DETAL a �� e PER DETAIL 5E S0.1. { ) J / GENERAL ..,�, ���.� sPF 2 ._ NOTES 1;. I # 1 /50,2 SIM. r7 S1.1 .. POST. l BEAM FB01 ;ABOVE 1. SEE DETAIL 2 S0.0 FOR WALL FRAMING ,, � / RA NG DETAIL. I SEE WALL STUD SCHEDULE THIS .y- ; SHEET FOR STUD 3 2x6 � I L N, O I s r IZES AND SPACING. AT GIRDERS AND BEAMS, 9 N SPF#2 PROVIDE ,T SUDS BELOW TO MATCH BEA M GIRDER / W ' I I POST. r N - PLIES. c N 6X6 POST. X N I Ln n X w A BU66 2. SEE s V J W I HEFT 50.0 FOR r N cV ROOF AND .FLOOR i . N L / , :. � J SHEATHING. SPECIFICATIONS. , .-. I' � r7 I- N E t0 J 1­1�I I` FASTEN TOP OF ALL __ W 3. WHERE FRAMING ., G MEMBERS CONSIST OF M M I I- _ S MULTIPLE 1 WAL PER DET A L 5E S .1: OSB In PLIES (BEAMS, HEADER, EADER A' I ND STUDS FASTEN PLIES , w TH I TOGETHER N G E ER PER" DE I SHEATHING. oo TAIL 6 S0.0 SHEATH CONT. I I -, / I cn � I L=_ FRAMING PRIOR TO f ' ' 4. INSTALL SOLE PLATE. ANCHORS PER DETAIL 2 2x6 BELOW POST' r W POCKET FOR SGD { ) <c 3 SO.o SYP 2 POST' s II I I i / I 6x6 P.T. # � _ c,� �., , OUT ABOVE. PROVIDE SOLID I AND BUMP TRELLIS & '' SHEATH WALL CONT. TO N , .... 5. AT H S EARWALLS. PROVIDE DIA GM DETAIL , PHRA I ABU66. SEE E 0 w I` M I I BLOCKING WITHIN / I- I K N BRACKETS I .. I IATTACHMENT PER A VE � DETAIL 5 SO.t WALL BO OVERLAP F 2 S0.1. TYPICAL LOOK SYSTEM. ` % {BY BUILDER � r■ U) FLOOR SYSTEM L 12 MIN. FOR ATTR W . GHMENT OF EXTERIOR WALLS. THAT i TERMINATE BETWEEN TRUSSES SEE 5A S0.1 I ILE VER BEAM PAST I CA NT B _ _ t 2 2x6 1 1. 2 2x6-1 1 2 2x8 1 1 2 2x8 1 1 __ , 2 8 1(2)2x8-1 1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING ; POST TO SUPPORT _ AND HOLD HUC210 2 ,, , � SEE DETAIL DOWNS TRUSS ABOVE I I I S , HANGER O ,, a I, , 1 S0.2. 0 2 2x6 BELOW POST X1,1 yI C I I ABOVE. PROVIDE SOLID , I S 8 STRAPPING DETAIL al; � BLOCKING WITHIN „ CS18 STRAP w 10 FLOOR SYSTEM. FASTEN THIS END w/ 9-10d. Ijj z� I WA 1 w LL FRAMING: �w ROOF I J TRU,. - SSSS 2x4 SYP 2 FIRST FLOOR R N0 NA1LS REQUIRED OUTLOOKERS I ; „ TRUSSES I IN CLEAR SPAN ©24 O.C. FLOOR r� r,l FRAMING MING SHEATHING NAILER OR JOIST. II 2X6 FLATWISE BLOCKING r _ i z � PLAN ' w 3 .131 X t't_.f'iN / 0 3 EA SIDE Irl W , WALL FRAMING a I ow I SHEAR ALL OTE. SW. 3/6 J CRIPPLE STUDS. ._ .. >!_... " 1 » GS18 STRAP w/ 10 I @116 o.c NAIL TO ROOF END LENGTH. FASTEN I SW. 6 D SIGNATES SHEARWALL ADJACENT STUD THIS END w 9-1 TRUSSES. / Od. Ai LI G : d C�? 3 N EDGE AND 6 FIELD DO NOT SC LE DIMENSIONS FROM ' O S O w/3 -10d COMMONS ESE DRA INGS. IF DIMENSION IS 2' THESE REFER THE ARCHITEC CRIPPLE STUDS _ AT EA BLOCKING 2ALDRawwisDR SOLE PLAT ANCHORS SEE SCHEDULE ON CO - » I = ACT THE E.O.R. 16 o.c, NAIL TO , WALL SHEATHING ON D---TAILS0 : .0 WALL SHEAT , / RING ADJACENT STUD I CONTINUOUS. PAN NAME w/3 -10d COMMONS FIRST FLOOR F MING PLAN (2)2X8 sYP 2 » CATA�INA -CLASSIC SCALE: 1 4 1 -0 PLATE WALL SHEATHING OSB SHEATHING (2)2X8 SYP 2 PLATE WALL SHEATHING 10d COMMONS- „ CONNECTING BUCK AND PLATE @ 6 ox w/8d @ 3" EACH SIDE SOLE PLA E ANCHOR SPACING SCHD ALL EXIERIOR LL 42" O.C. UNLESS OTHER TED SHEA WALLS 24" O.C. =(SW d@3"/6 SOLE PLT WHEN NOTED ON PLAN SEE NOTE 2 I DE51 GN/ RAWN/CHECKED 10d COMMONS WALL SHEATHING cs '/ KM/ SAP » CONNECTING BUCK AND -P ATE @ Cox C DATE » I_ . w /8d @ 3 EACH SIDE / 112.22.17 2x4x12 LONG SCALE ADJACENT I TO STUD. FASTEN TO HEADER S NOTED WITH 2-SDWC15600 SCREWS.LPA No. C.� I TO iL-18-0000 2 CONTROL No. 1. INSTALL SO PLATE ANCHORS PER DETAIL •-- 5239 3/ 0.0 U. WOOD F SHEET SLIDING GLASS � FRAMED HEAD WOOD FRAMED HEAD ABOVE 5 NG ABOVE SLIDING CLAS 2 2, ANCHOR SP 'GING SHALL BE AS NOTED. FOR UL SHEET EXAMPLE -" - OLE PLT L @ 36 36 SIAS1;.1 S1.1 ON CENTER SPACING S HEST 6 OF 9 14i - . SYMBOLS LEGEND �. I _ l ; HTS -16 - DESIGNATES UPLIFT CONNECTION. { FRAMI SIG PLAN NOTES-. 77 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SEE SHEET SO.0. SIM. $ PORCH CEM -TNG SHEATHING 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. 1 SDWC CONNECTOR. A RAF ER TAILS, SEE 2 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.AT BOTTOM CHORD OF So.2 4. EN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DETAIL 8/50.2 (TYP.) 50:1 TRUSS SEE 2 S0.1. DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH ACH.OTHER; H3 Lou)'onti3 o and LL - _ . __�_. � RAFTER TAILS SEE Associates Inc. 4 TRUSS I DETAIL 8 50.2 TYP. �--._ �r 2 ' �'` 420 Osceola A dB _ s venue N FASTENING NG D . DETAILS >_ N 14_ S , ax. Beach Florida Li Ij3 S0.1 o da 3220 s w LJIZ2 Ph. 242-0;008 Fax. 241-9.55 L 2�' DETAIL I � 5 SHED FL. A S0.1 C # 8344 SC. CA# 3579 PER 12 50.2 � so.o / 1' 2 HTS16 , HTS 1L -L 6 - 11611 _ a / SHED ®®� DETAIL N�®v , CD ® ♦ X o a H TS16d ®®® ff, a�3 'C: 4. A»� [ ^ 0 � f ✓-� FRAME UPPER LE EL ONT. -� 1Dk_' � PER 12 S0.20 w w w ww FROM 1ST LEVEL:.. OP PLATE 1�©� m e • P'/� �- »eo 1 T Ip . 7 4 1 TO 2ND LEVEL TOP PLATE. s1.2 _ � • N. r r✓ HTS1600 DO NOT FRAME -K EE :WALL 5 , HTS I \ T04 C FLOOR SYSTEMLEVATION. a so.o N a TR �» T20 S . qtr O I //,gy r , e r c3 a A r � � T2 ' d f N 5 STU DIR T I , EC LY yyra T05 fi ed R p TOP T T BELOW PLATE 0 I smaa / /// 2HTS6 so. a EL W TRUSS ( SDWC15600 STUD SDWC15600 SI M FRAME UPPER LEVEL CONT. `�' Christopher Sa(�ourin PE OSB BLOCKING PANEL n I FROM 1ST LEVEL TOP PLATE ' T06 5 , TRUSSES PER FL; [�E#7t46i BETWEEN U 50.0 P TE TO 2ND LEVEL TO PLA oa .1 SIM: Tos DETAIL 5E SO , y TRUSS TIE D -1-- . OWN WITH SIMP SON SDWC DO NOT :FRAME KNEE WALL 2 co REVISIONS DATE J C�? FLOOR SYSTEM ELEVATION. 2x6 SPF#2 HD2 ,, I 1 G N T07 HT 16 � 2" O.C. FULL Rafter To :Plate shown o P s w , m SHEATH WALL CONT. T2 Truss_to To' Plate similar s�,2 � HEIGHT WALL. _p I JUS2 THRU LOW ROOF TO 4 Optimal 2 SHEATH W C 23' GIRDER BELOW E ALL CONT. T � : T2 I THRU LOW ROOF TO PI l BEAM BELOW JUsza 10 F li II {i \\ 30 G03 II 1 I THD 2 HTS16 . I i 2 HTS16 JUsza p T28' Poo `2 MSTA24 I r� FT - -FIELO. ALT ERATION ,. r,.. HTS16- > 3 H TS 16 CONTRACTOR SHALL CONTACT LOU THD2 ,, w a ST ; w U DIRECTLY PON AS % _ O GO $ ASSOCIATES PRIOR TO PO4 BEL W TRUSS` MAKING ANY STRUCTURAL FIELD T29 ,r - - MODIFICATIONS WHICH Y FT r Max C ,ONS C MAY VARY � p o 0 0 0 0 0 0 4 Yz _ O FROM rHE INTENT DF THE ORIGINAL BRACE TOP -- � CONSTRUCTION DOCUMENTS. THD2G 7-� LL LL LL LL Le LL LL: LL LL C� � ANY OF WA _L PER FIELD ALTERNATIONS MADE PRIOR TO I 0 7 ENG APPROVED BY LOUO YIGO PO4 N a ATH WALL COIIT. p 2 HTS16 SHE ) I SDWC15600 TOP. PLATE TO ASSOCIATES MAY RESULT IN FT! 1 50.1 SIM. I W ROOF TO .2ND STUD sowc15600 THRU LO THD2 F07 ADDITIONAL ENGINEERING OR _ I i ,SPECTIDN FEES P LEVEL BOTTOM PLATE T07 RAFTER TAILS, SEE 1 _ __.___ _.:... _..___.__.__. __ J PO4 11 �.__...__.,__� Note. 1. Sloped-roof.rafters may 5 I DETAIL 8 S0.2 'TYP. -y be sloped: up to and including 07 a 12:12 itch and " i 1 p must be birdsmouth cut. S0.0 Dzk 1 I TH 2. Reference detail 4 f FTO to or Installation Instructions. I PO4 { I F 07 8 , SI P SON DW l I S C INSTALLATION E TH 2 ON RANG i �I EJUI D I L, L FT 07 S 0.2 : 04 �I , P Y FosLJU H TS16 ..._ HDA THD26 2 FTO L 2 HTS16 ,1.. .. \ ) v , n Y u _. FT01 4' -� S2 , ; JU -�- J F06 JUS24 W s. e P4 0 v I FT W 0 I R -TAILS SEE FTO ®® RAFTER as ®® I r V 1 ® ay ,f , OSB BLOCKING PER S0.2 TYP. , , DETAIL 8 r f -- JUS24 2x10 BLOCKING I JUS24 6 � .. .. e FTo4 f i JU5E/S0.1 LL � DETAIL FT BETWEEN EACH r r; JOIST. J . ,. 2 H TS 16 JUS24 f FT , f r 0 r r I FTO 4_ _ _ I a. D2 f . I: PO T TRELLIS &' ,3 s' r FT 02 JUS24 f/ M I / .... � BRACKETS G SHEATHING TNG _ R o HTS16 -FICIN I PORCH C > _ s N : /, _ BY BUILDER o-reTDzz- - 0 0 0 0 I AT BOTTOM CHORD OF- F . o _ T3S P03 _ I I- TRUSS SEE 2 S f f NOT DIRECT CL I r 3 HTS18 : __. BELOW TRUSS i , uzs SDWC15600 I P03 I 1 2 HT 2 HTS16 , I Note. Reference detail 2a for Installation an le limit r r�ff T1 % THD26I o TRELLIS & aJ V 1 I T PO2 T1 BRACKETS 2x6 BLOCKING. I , / I \ / S WC INSTALLATION , 1 r 03 FASTEN EA END BY BUILDER € r /, THD26 T1 1 r. S0. I w/(4)10d TOE -NAILS. r, 1 / P01 \/ T1 € T 9 r / / SHEATH WALL CONT Rafter to To Plate shown r I P lr err 8 > : / 03 V . Truss t 1 / o To Plate similar) I THRU `LOW ROOF TO 1 S ( p / ; :• r :f.�, % / THD26I > -- SHEATH WALL CONT. VEL BOTTOM P L C 50.2 W . , LE_ LATE T1 i\ \ U LOW ROOF OF TO 2ND i - =03 EVEL BOTTOM `PLATE. T1 THD26 / 1 0 STUD NOT DIRECTLY r I -TI-7 �. I v 1 \ I \ , RAFTER TAILS SEE BELOW TRUSS ' f r / I / I r T17 >; : s :T DETAIL 8 S0.2' TYP. , 1 7-41 F02 I T16 1 I- - - Do not install SDWC In :.2x8 SYP#2 LEDGER. � hatched area I S0.1 I i FASTEN w 7 1 d I o o 2 1010 @ 16 O.C, Ii SDWC15600 S0.1 S0.1 SO.1 � Up* I I SIM. �Dvehng 1 1/2 MIN � CONT. WALL 2 MAX I :- SH ATHIN . ROOF DECK TO G BLOCKING w 8d RING -- NOTES 2x6 LEDGER INSTALLED / I TRUSS / ROOF RAFTER NOTES: STRAPPING N OVER SHEATHING w/ SHANK @ 3 0. C. 5D C INSTALLATION RANGE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING:'5-10d @ 16" O.C. c WITH 2-12D TOENAILS & 1-SIMPSON SDWC15 00 ROOF FLQOR AND SCREW UNLESS OTHERWISE NOTED TRUSS ROOF TRUSS Rafter or Truss t P E X minimum edge �C MENT C3; distance for full values (with or Splice may be in upper or PLAN without a plate dower plate 2x4BLOCKING @ 48" splice) i O.C. FASTEN `' EA. END W/ SDWC15600 SCREW DO NOT SC',ALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 2ND LVL INSTALLED SIMILAR TO ARCMTEC URAL DRAWINGS OR FLR ELEV r." from top plate _ F TOE -NAIL APPLICATION. ___ COTACTTHE E.oR. splice Offset for full values STUD NOT DIRECTL FRAME UPPER LEVEL BELOW TRUSS PLAN NAME STUDS CONT. TO 2ND A INA - .CLASSIC DESIGN/DRAWN/CHECKED h LEVEL` TOP PLATE. 1 CS KM / LAP _DATE 2x4 BRACE. FASTEN wI EA. END w/ (4)1 od SD CAT TOP PLATE SPLICE , t 12 22:17 FLOOR AND ROOF TRUSS PLACEMENT PLAN FACE NAILS. SCALE SCALE: 1/4" = V-0" S NOTED LPA No. TO IL -18-00002 UU C NTROL No. r SECTION t I 5239 - SHEET I 1 S1.2- 1.2 _ SHEETF 7 0 9 a � 6' s ti A J � C SHEATH -WALL CONT. I t THRU LOW ROOF TO BEAM BELOW / J w 1. N J J J J � Cn �� 1I N 2 2x6 <o� 1 O SHEATH WALL CONT. -1 � f I SPF#2 � W � n U THRU LOW ROOF TO 2ND J m _ _I POST. cn STRAP WALL TO TRUSS N o LEVEL BOTTOM PLATE Q BELOW PER DETAIL 11 SO. a © N D / 2 � I- ,� w STRAP BEAM TO x F-Qw �� N�2 wo �c J ---------------- � WALL w 2 HTS16. �. i - ---- Q GjY' G i O 2 2x6 SPF#2 , j � 74 I C� POST. STRAP 0 _ + HU 1 2 0 2 50.1 ♦ (� \ TO .BELOW �. - SKEWED. ti (2)2x6-1 1 W/ (2)CS18. f I I 11 1 6x6 SYP 2 PO (2)PLY 9.25 LV STRAP TO POST L 2 2x � BELOW w2CS 18. G SPF#2 POST. TRUSS T55 AB VE N STRAP BEAM I I EACH ND w/ 2 MS A24. N ( ) N �o WQ \ (2)2x10 N SEE 3 SO.1 FOR BEAM v / o CANTILEVER BEAM PAST �. Q - CONN. TYPICAL I- POST TO SUPPORT J W - o TRUSS ABOVE _ CS18 Q f �; 1 w --.-.- CS18 C�? BOTTOM OF STUD-] _ HUC210-2_ I I � z 'rZ CS18 w WHERE NOTED. SEE DETAILT w I HANGER I i- AT BOTTOM RIGHT OF PAGE m . , Q CD i' w STRAP WALL TO TRUSS{ { m x x BELOW PER DETw JL 1 T S0.2. , / I.n N N f, a cn - _ w._ _ I HUC210-2 HANGER 2210 1 I CS18 -� ( ) - J - L I • I � CANTILEVER BEAM PAST � .II cn N POST TO SUPPORT G ;wt - o TRUSS ABOVE U) cn I. � � 4x4 P.T. SYP 2 POST a # F- w ABU66. SEE DETAIL J _ co 2 S0.1. o TYPICAL _x SHEATH WALL CONT I I w, .. , x -i THRU LOW ROOF TO 1ST N J LEVEL BOTTOM PLATE i N 2 2x6 SPF#2 POST. STRAP TO w STRAP `HEAD R 1- 1 � I , cn o BELOW; W CS18. C J / S d PER DETAIL SO:1. v . / w w a e0 _ 00(2)2x6-1 _ 2 2x 0 -2 2 2 2x6 1: 1(2)2x6-1 1 , 1 x6 SPF#2 (2)2 # 0 SHEATH WALL CONT. , POST. STRAP TO U CJ .THRU LOW ROOF TO 2ND .; BELOW w CS18. LEVEL BOTTOM PLATE. 1 5YM13UL5 LEUENU DESIGNATES SHEARWALL. THE IhIDDEN T ---- - LINE. DESIGNATES SIDE OF WALL THE mmrv---- SW: 3/6 A� SHEARWALL SHEATHING TO BE APPLIED. 8d @S1 @ DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1 /2 OF PLY'S & JACK KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND s" A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12 SO.1 / A307 DIAMETER FULL HEIGHT X5/8" THREADED ROD SEE DETAIL 12 S0:1 3 %8„ A307 DIAMETER THREADED. ROD TERMINATES ATF IRST FLOOR TOP PLATE SEE DETAIL 12 SO.1 5..,�.: a A307 DIAMETER THREADED (S� ROD TERMINATES ATf+RST FLOOR V ' TOP PLATE, SEE DETAIL 12/50.1 IL 15 SO.1 SIMPSON HTT5 SEE DETAIL / SIMPSON DTT2Z SEE DETAIL 15 SO.1 SIMPSON LTT20B 5 SEED TAIL E 1 50.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 @ 16" O.C: MAX EXTERIOR ' 10'-1 2x6 SPF#2 (b 16" O.C. c MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 10'-0"MAX 2x4 SPF#2 @ b6" O.C. INTERIOR 12'-0" 2x6 'SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ ,12" O.C. STUD NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT SHEARWALL5 COMBINED USE PANEL NOTES C) 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.O FOR ` WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1 /SOO 4. INSTALL SOLE PLATE ANCHORS. PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL" - SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT `GIRDERS AND BEAMS, PROVIDESTUDS BELOW TO MATCH BEAM/GIRDER PLIES, 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER; AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN' TRUSSES SEE 5A SO.1 7. AT PORCHES, SEE DETAIL 2/S0.`1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP W/ 10" END LENGTH. FASTEN THIS END W/ 9-10d. 0 :WALL FRAMING --/II wz ca a �w O ir- J II I� II NO NAILS REQUIRED FLOORI 1�1 IN CLEAR SPAN TRUSSES OR JOIST. z WALL FRAMING w c� z O J F CS18 STRAP W/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. N. A I • I • O,'_ cn 4 tJ acc i a p S r h ya �A •ese 0 7 uo�` (��+��` `•®� Cil d 99 i� eel 9 i S ti• dF�J tf �;1n u £ £ £ £ 6' £ 99969999�� Christopher ) Sabourin PE I FLI PE#71461 REVI�,LONS DATE -FIE CONTR,, V I LOU 2 TO ELD /ARY JINAL ANY OR TO rIGO & N )R 4 1 SYMBOLS LEGEND TS1'6 DESIGNATES UPLIFTCONNECTION. 1.. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. 1 SDWC CONNECTOR. ' 3.'' F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. - TRUSS FASTENING DETAILS 4 -1 -em 1 m mm ®m ®tea T®waw m.® 8 RAFTEF TAILS SEE SO.2 DETAIL 8/S0.2 TYP: v b STUP DIRECTLY TOP PLATE. TO BELW Q TRUSS U �. SDWC15600 STUD SDWC15600 8 � s TRUSS TIE DOWN WITH W SIMPSON-.SDWC OVER -FRAME LEDGER PER D£TAIL 9 S0.1:X0.2I 8 :�EHS16 HTS16 8 Rafter to To P Plate t shown Truss to Top Plate similar SIM. S0.2 T 5 SO.0/—(2)HTS16 2 Optimal 22Y, 10 8T AILS S RAFTER E E 39 HTS16 S0.2' DETAIL 8 S0.2 TYP. /, Q � '' HTS16 O co b �• rr STU DIRECTLY �„ Lo I LO Max �I 2 HTS16 r` I— D26- SDWC15600 TOP PLATE TO N N 0 0 55 0 2x6 SYP 2 # .- _ � ,, , STUD SDWC15600 x _ s RAFTERS_ C� H P TO T5 I w 24 -0. C. ' Note: 1. Sloped—roof rafters may be sloped u to and including P Y P„ g (4 SDWC15300 � S0.1 a 12.12 pitch and must be birdsmouth cut. it 2. Reference detail f • • i • eta 4 or installation instructions. ' 2 S0.1 S IMP DW SONS C INSTALLATION RANGE - N - d F-• PORCH .CEILING 'SHEATHING AT 'BOTTOM CHORD' OF m TRUSS SEE 2/S0.1. m 0 :,. - r f�_,. F. SIMX •. 2 2 _ S0:1 ® 24 > T D RAFTER TAILS, SEE STD NOT DIRECTL —,_ DETAIL 8 S0.2 TYP. ( ) BELOW TRUSS T SDWC15600.. ,EJ34 Note: Reference detail 2a for installation ' _ an le limit 2 o i EJ34 S0.1 S131WC INSTALLATION EJ3 8 Rafter to Top Plate shown S0.2 Truss to To Psimilar) ( p late EJ3 RAFTER TAILS SEE o S16 N � DETAIL 8 S0.2 TYP. ( ) xHT\.EJ33 0 T STUD NO DIRECTL 0o r` t r� cn u� iop M ao h-�� rr �� W BELOW TRUSS x , F- h H H 1— t— t- I-- F- Do not install SDWC in hatched area 8 RAFTER TAILS, H TS16 SEE SDWC15600 So.2 DETAIL 8 SO.2 (TYP. ) „ 112"MIN Overhang / :; 2" MAX SD WC INSTALLATION RANGE TRUSS ROOF RAFTER NOTES: STRAPPING NOTES STRAP TRUSSES AND ROOF RAFTERS TO BEARING 1. _ WITH 2-12D TOENAILS 8c 1 SIMPSON SDWC156 0 'CREW UNLESS OTHERWISE NOTED Rafter or Truss X*" minimum' edge distance for full values (with or Slice may be in upper or PP without a plate lower late splice) P Y" from top plate splice Offset_ STUD for full values STUD NOT DIRECTL TRUSS ROOF TRUSS PLACEMENT PLA SCALE: SD WC AT TOP PLATE SPLICE - - 1 /4 — 1 0 LL! LL_ s: LL k { i JaN Ph. 2 FL: C 1168 P9eo fA I\.— GE A pfd O ♦ a STAT rqap� J � Q / N "ryrrl�aira�;,9 {•w�'t6tiaa=sa ChristoP h'er Sabourin PE , 1 FL PE#71461 REVI IONS DATE I I I L ON SHEET 9 C I IE _ASSIC NECKED LAP