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568 Timber Bridge Lane STR DRAWINGS: I I � �, l�[ i, I I I � I - I - , ! I ; I , I � � 11 � I -: 1, I i ;J., I 11-1 � ...--i , i, � A, . I I - .. I � ­ I - � I � ! � i � : � I i i I i � 4'- 6-"- - . I � - 1 � "CID rnKItS,IPr-1-n1?q +25.6 -27.7 ! I K, �,' : —T— AL HEADER NAILING IYP& TYE!CAL DOUBFF TOP I "I,----.-- ­-- � T 0 C, 1 n'lly-1," Tr)E7 NAILS ­­ WNDOW SILL SCHEDULE , ! I ,,,, , -�) r—!7--- — 77= 1 16. : 1 ,,,;, . I I I � �, ­ li-, I , I �11 , l�,,, 7 " +22.9 -28.8 1 I . - 1.1 — DESIGN -'-3FJLL-IHL-A I IUN-`-) - . 2XIS, 2x8 = (5) NAILS - TYPI L TO . 0 .. ­ ELAIE NAILING: -- I N � ( . I I KIAII C K. ....- ­ 4'- 0" M N. SPII LE GTH I �----- TYPICAL STUD NAILING- . 11 � - : -- 1 - I DESIGN CODE: l 2017 FLORIDA BUILDING CODE - RESIDENTIAL I I DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. � UNLESS PLANS HAVE BEE OMPLIANCE. I I DESIGN LOADS: ACTUAL AND UNIFORM � ROOF FLOOR I ROOF LOAUING (cd=1.25) (cd=1.00) � TOP CHORD LIVE LOAD 20 psf 40 psf 7 psf (ARCH SHINGLES) 10 I , COMPONENTS & CLADDING - , I ALLOWABLE DESIGN PRESSURES I 11 — TRIBUTARY AREA (SO INTERIOR EDGE STRIP (PSF): —a'= ZONE —(PSF) � 4'- 6-"- - -- 10 +25.6 -27.7 +25.6 -34.2 1 1 -- 50 +22.9 -25.0 +22.9 -28.8 1 100 ------I +21.8 -23.9 +21.8 -26.6 GARAGE DO PRESSURES 1 CAR OPENING GARAGE ' rPSF + 22.9 9 DOOR � rCA 8 8 -28.8 (8'x7') 4 6'-4- 2 R --- (5)12d TOE NAILS -.,..---- GARAGE +21.8 DOOR -23.9 (11 6'x7') _ UPLIFT - - 4XIIJ, ZxIz- = ki) r /A S I E I ALL I�Jr' rLt-NIII wl (16) O131x, NAILS FASTENERS FL# CODE 0.11310" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER vv/ (3) ROWS �VENLY SPACEP I SYP SPF (2) 0 2x4, 1 14- LVL, 16" LVIL = (9) NAILS OF,li,110 @ 12" O.C. STAGGERED. ' I I 450 450 (9:):l O:d::x �1' � " ­­­-- 1 (3) 0 2x6, " �b I'! 2 (4) 0 2x8. i SYP i _] � ,#2 r � 11 oA r7 A r,mn SYPJ12 DBL. j I HEADER 11 I G HEAD ---- --- MINIMUM END OPENING OR SILL PLATES FASTENER EACH END 4 4'-4" (1)2x4 SIDI #2 (4)12d TOE NAILS 4 6'-4- (2)2x4 SPF #2 --- (5)12d TOE NAILS -.,..---- < 8'-4", (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS --- 24" 3x3xO.229" TOE NAILS I I -,--- , , ,,, � A � ,�- I r.- -1 , ­: I I �' , , � ,,­',��:, I ,,I e,�",I ­ A, " , :�,,� ­ " " ­ L�1: ,, I ",-, I --- I I � ... 11 � , �­, �1, - , 11 J: � I —1 ­ 77, ­ ' ��­ I \,,,,,I.-,, 1. I �­ � A , , , ,// \ : �,',,��',� 1 ,&4��� 1 1 - 303 �Z?� -A-Ij . I I �, i I 1 650 (5)1Odx1'/," EA, END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. I � PER PL�N. - . I , 4 1 1 11 I ; . USP RT8A 775 -- I F - - '� I-, .1, :,I I ­ -- � -1 I I .. � I - ----- 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. a I � : I I - I II 'I I I k- � � USP MTW12 1195 860 (7)10dx1V," EA. END ALL WALL STUDS.. � — i I , , , I ,. -�T i ii III I I Lou onti.go and :� I , - ,---- P ", ", ,- - , , , l I ' ��;, , I 1450 — — r � Associates, Itic. . I LY RAISED I - I I ir.in 1 141,", 1 (q)ln,l EA. END I . ­ , 9, '' � 'I I' , I I lr�a���o- 1245 )10dxl'/," EA. END I I SEE 5/SO.O. 2x -BLOCKING ON P+ , r, 111,1 I 11CO KAC!TA')A 1 2. USE SYP#2 FOR ALL TOP � � � �'y F DC'nl IIDC"r'% IC'QL1C'AID%A1A1 I -\ m , ­ ��flf I 20 psf (TILE SHINGLES) lu Ps I LUES (ASO). THE � — PLATLS AND tiULL 1'LAIt'z>- . I I -i I ­ I I---: �. -1 1-11- --11- ,: I-- . I -- - - \ l� 1I ED 1-- - FASTENED w/ 3-0.131%3" I I I ---7105 1 11 I I ", "I 11 DROPP I- -: I EA. END TYPICAL. Ilix. Bea i ch, Florida 32250 BOTTOM CHORD DEAD LOAD 5 psf US --TjG5 1/2"O RCD TO FTG. 3. USE SYP#2 FOR ALL 11 1, J ­ i THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION — = I I \ I HEADER I 0 RE ALLOWABLE WIND PRESSURE VA 0 HEADER HEADERS ,\\� [� 1 H 'I I BOTTOM CHORD LIVE LOAD 10 psf 0 psf USP MSTA36 2065 2065 (I 3)1 Old EA. END / - - - - - -1 4206, sceola Avenue ' 1 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY, 0.60 AS PERMITTED BY \ ,/'SHEATHING MAY EXTEND 2" i USID JUS28 I I i - WINDOW Ph. 242-Oi9O8 Fax. 241-955"' I USP HTT16 4290 4290 5/8 11 0 ROD TO FTG. 4. ALL WALLS SHALL BE .- ''I -- I I � I - I ARCHED j; � � I / ATTACHMENTS MLI FL: CA # �344 SC: CA# 3579 1 1 � I .11 � DEFLEC11ON CRITERIA: COMPONENT & CLADDING WALL ELEME -BE DESIGNED FOR BOTH --�-3-05 1305 (6 1 1 L I ANCHOR INTO 2x MATERIAL. SHALL BE PERMITTED I - : \ �, 1 , PAST BLOCKING I il I I I ROOF FRAMING: LIVE LOAD 0 ' - T 1 -1.1-----7 , FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 N TS SH,ALL USP HTT22 — --� 3 7-0 BALLOON FRAMED FULL I I ! EADER, � 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. -5370 '/, "O ROD TO I TRANSOM , IT." � i PER PLANS. 'It I I ! - . � - — HEIGHT TO ROOF OR FLOOR I � L-- - - - - - i Or I I ON I I I I I 4 2535 5/8"O ROD w/ (12)16d i� � WIND LOADING: NED WITH A . LINEAR INTERPOLATION IS PERMISSIBLE. I USP PAU4 -- BEARING ELEVATION, I ON 'PERMANENT TRUSS 8d TO TALLER STUD w/ _ SEE RIGHT. I, i l - KING STUDS, �— ­� I FOR WIND UPLIFT, TRUSSES SHALL BE DESIG �, �, � I [ I I I . CAD CONDITION OF 5 PSF TO I , USP PAU66 2535 5/i,"o ROD w/ (12)16d PLAN. BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS ---­_, WINDOW Sl I' 11 . ! � SEE PLAN. I I � it I �ItJ11111111111111111# MIN. DEAD L . D MINUS = SUCTION.� I � 0 3" O.C. 0 12" D.C. LL btt. J, I ING POINTS I , ot 0411 � BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEAR I � USP MSTAM24 1 1545 11455 (5)'/,%2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF � E FOO, I — III I, �kv m J, 11 � - , , OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, A - _ I . INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SILL SIZE AND z Z,. ( 9 A�.- I � �, \ AT TWO STORY CONDITIONS, ­ !- Im I'— - ­%vN9, '6) ,�,, � ADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE WALLS AT INTERIOR WALLS TYPICAL SOLE ' -% 0 r- ­.- ­ , , :;� - , I LIVE LOADS COMBINED WITH ROOF LIVE 1-0 RESPONSIBILITY OF THE UF./SUPPLIER & SHALL MEET I CONNE ON � I WINDOW SILL SEE PROVIDE SOLID BLOCKING . %,j & , NW 4. % COO -,� I � - :)-� I PLATE NAILING- I , . $ 1 BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNECTORS S @ TYPICALLY V' FULL EACH T' r v - �,- WINDOW/DOOR MAN \- CEN�'. WITHIN FLOOR SYSTEM AT ALL . # THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/10d MASONRY CUT NAIL - I . 'i E. * I I I * ; - 1 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x,3" TOE NAILS: "I', * - I - - - - - - - - - - 130 MPH . I '10 , ,:�; .. � BASIC WIND SPEED (ASCE 7-10) a I a j i �fo N16. 1 0. Z �, I # 71, ­ UPLIFT DDITIONAL RODS @ 6'-O" O.C. (3) @ 2x4, � Ili, STUDS. . I = I. I I -------- I IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1,00 I --n= I 11 - FASTENERS ANCHORS AT SHEARWALLS (4) @ 2x6, I IT = . i 0 11 l , I � = CA I - 25.0 FT f t, SYP SPF ­ � I I = . . * 5 - MEAN ROOF HEIGH T - - - - - - - - - - - - - - - I I I I — 1 (5) 0 2x8. I I SDWC15600 SCREW = I I 1 �F- --I t 11 i I - -- ; I ; = = I . A35 450 450 12-8dxl'/2 10446.4 BLOCKING ONLY REQUIRED � I � I SEE 8/SO.O, - ' :: , � I ., 4 Q,- ,�� 2 1 — -\ I ! % I ,q% StAT F 0 - z G - - - - - - - - - - - - - - - H2.5T 600 520 5-8d EA, END 11478.3 AT SHEARWALLS AND i '� 'P, *" A� 1 0, 414 :,, i��I` - INTERIOR aEARmLW6LLL:— I 0 *0 410 r., .. �� :,;, r-- BUILDI.NIG CATEGORY - — STUCCO FINISH. I , - . - ,�� DENOTES EDGE STRliP - � - - ­ - -11 �, � � I -1:1 -- - I 1. 10456.6 SEE PLAN FOR STUD SIZE I / " 11 0, q;zz � - - - - - - - - - - - - - - C I IF__ SEE C & C CHART HTS16 1150 -10d E ----� -11 "�, ­.� ., , N: � ,,F C, I � . - , I — — PT. SYP#2 IE � J � -1- '. . � - 11 , I /// I � 1085 16 A. END ; A k . . � I EXPOSJRE CATEGORY 11 a A R. � �� A I I I �� A .. 4 .. .. "I I—* - N, ,;, *V I � I AND O.C. SPACING. I 11 1. �� - , "I J, ,z �, .m,- - I 'O 1� �, I I ,,,,,,, Q /0 I -ENCLOSED . .. , . -,; , � .4 1 � , V ". , - 1 , , � * � � �, , " , , l : ENCLOSURE - CLASSIFICATION ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-10dxIV2" EA. END 10456.3 �, WALL SHEATHING ... ,,, I I " I , d , , . � " , 0 ,,, — ,� - 4 1 1 -, I , , I 1 4 ] ,, 11 .� I , . 1� �� , , , , , , � I I — . I 1. 1 � , , 4 . "I . , , � . . I , � U4 � I I � ., A � , � . - '4 . � " , - , U � . 11 .� I � , � '4i 1 1 � . , . � , - - - - - - - - - - ± .18 - 13872.3 1 SEE 'a , : .,�".'-� .z I , ,- �A t. 1: � � 11 I , � -, I � ", .1 ."'Folo,*W� � -41310%%v ,/ — . I NTERNAL PRESSURE COEFFICIENT 1450 24-10dxl'/2" EA, END DETAIL 1/SO.1 � - � � . � ,. �. I I .4 ' I 11 . I I 1, �', 1 ,-­ �­ � I I 1:1 I I i - 1245 CONTINUOU B ,CKING _ - . � . " I - � , . . �. I�PLAN, I .11 , , , , I - HTS20 I FOR SPLICING t I -L — FOUNDATION. SE I — - I I I I . 1 13872.4 WITHIN FLOOR S STEM 16d COMMONS OPTIONS. I ,; ' 1 12" 1 1 '/,. I' I CI)ristoph"i"r j Sabourin IPF ' I III ... --]] t- MSTA24 1765 1270 9-10d EA. END '; ,� � J - - � --- . I I i I I MATERIAL SPECIFICATIONS -1 F -t �, WHERE POST IS IBOVE. I 0 8" O.C. -\ WALL FRAMING AT WALL FRAMIN( '�AT i �MAX. " MIN.' � \- SOLE PLATE ANCHOR: F IJ P E 4 714 61 I'll I � - -f-a� MSTA36 2050 1 1870 13-10d EA. END 13872.8 r---- 7 .1C FROM SOLE i SEE SCHEDULE I l I J! 8d . FLOOR SHEATHING r I PLATE CHANGE CONDITION RAISED HEADER:::1C I PLATE BREAK l I I I I 18-16d TO TRUSS/BEAM I — l I 1;. �-—.m-_j 11496.2 COMMON I SEE SPECIFICATIO�k BUILDER MAY C ' dbSE -- OPPED ; - i 1-5/,,"o ROD TO FTG. ­ I I WALL FRAMING AT ---�) I � : : -1 't � t- 3080 1 \ I DATE HARDNARE'AND ANCHORS: HTT4 3480 1THER THE DR EVI�IIONS - --t- - ­� `AISED HEADER CONDITION. � [NOT ACTUAL PLAN] f�a fo — @ 3" O.C. r �� I I NDITI N,OR '� r R I i . I ADED ROD: SHALL BE IN ACCORDANCE WITH — �� I TE I -- - ONDITION i I 1554 GRADE 36. ,32-16d TO TRUSS/BEAM - I I I I l I I -- l ') I (AR `�� ---!� z 7ADER ,z T C 4S RA I DID T I I/ SEE ) I -�� I/ I -.0 �� - �--!--4, " 11 I I 11496.2 = --- 2�1 � WALL FRAMING ,� ---- I WASH -,RS::: SHALL 13E IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 ICAL i I I I ; 1-5/,,"o ROD TO FTG. I I 1 12� TYP I I : SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. . � i , — - I I I l 1, i i NUTS: — I T I � I 16-10d TO HEADER I - I f - � METAL CONNECTORS: ALL METAL CONNECTORS WHI . 10655.113 T I-- I �Ej I `1�0 m � I I ' MEANS AND MMODS* LUS28 930 780 1 , - <, 5 I I I " � EXTIEF OR SHALL BE GALVANIZED. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE ) JOIST I I I SOLE PLATE ANCHOR i I I I I I t I i RETR6 T REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR — I - - - � -jI I , Q& AOLD DOWN. l . -- I OCEDURES, OR 16d TO HEADER I -- i, I ) FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PR 14- i , I I l I DOWE S SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/," L - - - - 1 - --J 1" I I , i I i I SEQUENCES; FOR THE ACTS OR cmissibNS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 � I I LARGER THAN REBAR SIX AND '/iI LARGER THAN THREADED ROD SIZE. FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SEE 1/SO.1.-/- I 2,Y4�--,� � l I --- - - � � — — SYP#2 DBL. �- 0. I -� - : I l i 5/81, 1 // To OUTSIDE 'BUTT ,.-,INT : ,) i (U.OI THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE. I 1, i " .. I I -.--* � ANC RING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. — � I 3x3xW' SLOTTED -1 : - ; I ABU66 I l I . (DUAL CARTRIDGE INSTALLATION ONLY): I I � i i — -- J : ! I LIMITS OF STRUCTURAL NIGINEERING DESIGN RESPONSIeiLmESv SET N/A N/A SIMPSON 11506.4 1 AT SHEARWALLS AND WALL SHEATHING ! I EPDXY:ITW RED HEAD A7 - -A�� � I I FIELD! ALTERATION - ! � I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE 2300 5/,"O ROO EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED_/ 2%';," I -A . , i FOR WIND UPLIFT, --- 10-16d 10 STUD/BEAM/POST I STUCCO FINISH. 1 SEE DETAIL 1/SO.1 . - I I . ...... � I � I I 1� I I , �STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH 1/ -FOR SPLICING . i4r PLAN -AEW ; / � I I CONI RACTOR SHALL CONTACTLOU I AND LTT208 1675 1675 — 11496.3 I I'l ! 4 I -RATED SHEATHING, PONJ . IGO 0 A' ,SOCIATFS PRIOR I 0 � � � WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING I I , OPTIONS. I � ND O ­�\- . . . . . I .. SEE GENE . RAL . NOTES. MO0IFICA:I ION -LD 11 I SHEATHING. ­\, . . . . .1 � WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 1-1/,"O ROD TO FTG. I I I I I A / I HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED � � I � ,MAKING, _jNY STRUCTUr-1kL FIELD I LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER 805 1 1 Y2" THREADED ROD i [- 12" 1)�" I i . . . . . . . .. . S WHICH MAY VARY SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT 695 10-10d 13872.5 \ I LSTA12 FULL HEIGHT 1 1 i PT. SYPO --J — — � FROM'IHE 1TFNrOF THE ORIGINAL — i I I EPDXIE 2"04" , MAX. MIN \-1. .. �� I MODULUS (E)1,900I BENDING STRESS (I 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY D 4" OR Y SILL PLATE�, EXAMPLE OF PANEL I . . I CONSTRU&InN DOCUMENTS. ANY 1 1705 1705 13-8d 10852.1 SHEATHING I I SIMPSON TITEN HD. � . . . CS16 I - j- i ! I KING j FIELD ALTERNATIONS MADE MOR TO � I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. ­­ TO BE I ; �­ EDGE w/ BLOC. . . I � I v I I I I I . . . BEING APPROVED BYLOIJ PONTIGO a I 1 WHERE REQUIRED BY -1-1' . I ­ I 11 —INTERIOR BEARING � 4, . ASSOCIATES MAY RESULT IN El A CTION SPECIFICATIONS TO UPPER \1 � GENERALN�TES. J � GENERAL NOTES Et CONSTRU I ; . . . � ADDITIONAL ENii OR ,-� - INSPECTION Fms. : . ! - FOP PLATE. I SECTION \AEW I I -��. "----I- - - ... , /. 11���� ;, . . I . i FOR STUD SIZE 1� I � j I I i � 11 - I. I I FLOOR SHEATHiN-, SPECIFICATIONS ON 0 6" D.C. EDGE & FIELD I I I I A I ND O.C. SPACING. I � 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMM I I I SOIF PLATE � I I " ! I I RAISE )�" FROM I !� PjHiNG 5EECIFICATIONS: K NAILS 0 6" 1 D (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O�C. THIN 4!-O" OF ROOF EDGE). 8d 0 3" SEE DETA LS I SEE DETAILS BOTTOM OF SOLE � �G- MIN., 7&", 24/16, AIDA RATED OSB OR PLYWOOD SHEATHING, NAILED w1l 0.113x2" RING SHAN D.C. EDGE & 6" D.C. FIEL - -ON 51-01 ON S1.01 -""' I I i _/ .11 -L - - - ­�,- - w/Bd COMMON @ 3" CING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). l - - ­ _ _ _ - - - - nj -Z �--, - L& 0 C � 0 32116- APA RATED PLYWOOD SHEATHING, NAILED wl 0.11,3x2" RING SHANK 0 6" O.C. EDGE & 6" &.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPA \ I F I [� - SOLE PLATE ANCHOR SCHEDULE - I�! � � ; 1 ­ — EXT. WALL ANCHOR SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT . DEPTH ED; I ,'DIST 'NCE Y2"O EPDXY 42" 24" 3x3xO.229" 4 11 1 2 �," - , )�"W TITEN HD 42" 24" 3x3xO.229" — 4)/2" 24�` , I . . . . . . .. .. .... .. . . . . . .. . —. ­ m . . : � — — NAIL SPACINCGEAST, .. I SUPPORTED ED . . . , . . I GENERAL NCITES-�� , , .* I i . . . .: . � I E� : . ). ! T z EXAMPLE OF UNSUPPORTED ' . . � I . . (UNBLOCKED) PANEL EDI �A . i zi . I r M I 1ILt - Mi io/04 I I I I I I I I . . I I I (TYPICAL). . I I -d I . .. . 7 AIL SPACING TO 4" O.C. WITHIN 4'-O" OF I I I .. I- I . . � I I i . .1� "I . -- I . i , --,- � " �,� � * " �.­ I i . .� . � -4 : r-,. - , ". . 1. 11, , . I . I . � � .. I I I - 1. I .. .1 - . � I I , j i . . I 11 I - I . ,I- . � , , I I I w/ 0.113x2" RING SHANK NAILS @ 6" O.C, EDGE & 6 , " O.C. FIELD (AT GABLE ENDS DECREASE EDGE N I" , , . I -. . , � . . .� I " , .. I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR, WALLS!, AND Aft'.)JA I U U METAL - MIN. 1/2". 24/16, APA RATED PLYWOOD SHEATHING, NAILED I .11 -,� , � �� I- I I NOTES: i .. I I I I . I �� � � � � I � . 1C. � . 4, 11 I ; I 01 � ,� 1. I �` ., .. . �, 4,i� . I I NAILING TO INTERMEDIATE . I 4< 1 1 - i � �, . , I 1, WALL SHEATHING ECIFICATIONSO � , 11, . I CORNERS AND PLATE BREAKS AND KING STUDS. �: , . i -2 . I � I , � I " 1, ­ , ki , I UCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" C.C. EDGE AND 6" O.C. FIELD, SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT I 11 ­­,�', � "I "j, l� 1� SUPPORT IS 6" O.d. MAX.--" - - ROOF 1 1 . I , " , I I/Ir,", 24/16, APA RATED OSB OR PLYWOOD SIR - - - - - - - - 1-i " , ­, I I -MIN. I -Z,�'­:� I I , � FLEXIBLE l L BE CONSIDERED BRITTLE FINISH, 1� I ,;, 11 ��, ,1 i :1 (I TRUSSES, OR 2. WASHERS SHALL BE SLOTTED. I ­",� , FLEXIBLE FINISH WALLS INCLUDE- WOOD, CEMENT, OR VINYL SIDING, HARD] PANEL & BRICK. ALL OTHER WALL SHAL I .­;,,�, �, �,,�",: , -- I ,;� � W � , , I l I � . - ­�,, ,�� "I'll �,�� l�l I I FLOOR JOISTS, I LU � � STUCCO' FIN��-MIN. '/,,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d a 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM DLATE TO UPPER TOP PLATE I --; ­ � i 'o...* I - � A 3'X � I i . , . I -I , �- , I k i QR� MULTY STORY 3. AS AN ALTERNATE TO THE 3"XY04" PLATE WASkE ,,, " W/ 1'/,"O ROUND � i . SINGLE ST� Y I ..�'lr, 1-, . V) i JWI.^ I I MPRESSIVE STRENGTH OF � I STEEL WASHER MAY BE USED. " ­ I L.J i i WI TH j 05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY CO ,,,%, t' ; Ljj , , L , ! Il I . MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE ACI'30.1 - N MORTAR MAY BE USED IN BRICK VENEER. I I , : i 8", TO 11" SLUMP. MORTAR SHALL CONF D TYPE M OR S. TYPE r4`�ROOF AND FLOOR SHEATHING NAILING L i 1 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZ "" �, I ---� TY -"\ SO � ! — I 0 1 ­�,�- � CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ­� ri P. WAL111- SECTIONS r3 LE PLATE ANCHOR DETAIL Eat SC E LE, , � 111", ! .j ­ -, 11 I � 11-,�., . -0" ; � , t \,SO.O SCALE:' 3/4" = 1'-O" I I -11`1� , -1 I I SCALE: 3/4�' = 1' I I I �) � U v li, I l `I,,,,S0.O "I �-O � , � i Uj ! A �, -- ­� � I RY I -,,�,��­n, � \,�;', l I i � CONCRETE MASON UNILa-CMUL AD -BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGN." � -A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'M=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL I I I LU CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LO . �,�14 1 � � � "I ,dtli, + � AV, I O�R),­,*HIFN THE WALL HEIGHT EXCEEDS 5'-O". 1. 11,i,�­l,­ , , I � � i � � -02 IN THE BOTTOM OF COURSE OF 7--" .-, - �� � � i i 112. 1 ,,, �z � � I l /L - I - I I . -1 HOLLOW CON.,i MASON6 UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND, SHALL NOT BE � ''I I I 1 2 i ' � : ,� I 11 - " -- ,�� i .ao "I" I � � ! III— ; REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1 , " I-, I ­­­. 11 T. I,' � IMASQNRY STEMWALLSm ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N RCiN'G, WHERE PERMITTED, SHA REINFORCED FULL HEIGHT I I (3)'ROW O- -\ � - - - � - " � 11 @ - 1, . NAILS @ - .C. ! I I - � �"' N'' , -�� ��"I 1� -1 -� - ' 7� : "'USED. jGROUIT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA TE GROUT. SID I REINFO LL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE I I I leee.- i I I I ­ I -1 - ''I I � � . I I z <, ,� . , - ' TE . . : ', ­ 2x4 BLOCKING I i � I 7 _ � F'R" 2 PLY ED , �, � ' I'N � ,­ ,- i E,O i � D 14S,, - � R k- 0%1,1; 1 000F*I RCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR � -A I 1� I . .GGE 11 � i WITH - #4 @ 4'-O" O.C.' M AX, AND,,AT,:.EACH,, CORII MW,�ALL�,�IEXRI,','* �­ND � WALL, lu - R' I I I I 1�1 I I I � "I -, , �`­' i � , - , PROVIDE 11 I I �, � I COkS'TRUCTED OF 5 Ok­�O'RE COURSES - Q BEAM. �, 11", � ­ � 1-- , 11, ­ - i DIAMETERS INTO EACH ELEMENT. AT STEMWA­' A011,010AL"JOINT REINFO CEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1 1-21 ll ,!I I 0 � C. I , . - ! l INIMUM OF 6". -TO SIMPSON I � 1 3 PLY BEAM. N " I I, I IN i 024" D.C. FASTEN- I -d 11 � � , 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A M I 11 -- 11. I : I 'L 'i 'Olit::::� , 11, I 11 � SDWC15600-'-, , - - I I . '�,- , MEMBERS:�l I I ­ � I I I , � I SEE ROOF ---��Iy I � 2x� ' I I, � I TOENAILS. � I I I I I . ,- (1) ROW OF . I I I .� I i 4RY (BRICK): I I 10d I f, I � � W � BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. - FRAMING I- I I I 1 4" O.'C. �` I � I I � 4) ROWS 12d . NAILS @ . � � I : i I I I EXTEND SHEATHING VERT. 1 4 - ( 11 O.C. . 1�1, � I ov,% I IAP% I I I DETAILS. O OWN. AT 12 1, I 1�;�" - I 11 uwmj III j - >- 11 � -, I � CONCRETE SPECIFICATIONS: I AT 28 DAYS � 0- 11 - 2x6 MEMBER , I r---- Uj 1 WITH ACI 301, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS -- , PROVIDE 2x4 BLOCKING F- EA. SIDE. ��l I i i ALL CONCRETE HAS BEEN DESIGNED I N H ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE . -� � I . (2) ROW OF 1 Old STUD BELOW I 4-10d � I I ROOF SHEATHING ­SEE --k- --"l- - U. LOWER TOP I 1-"`e- D *' I CONCRETE AT GARAG HALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. � I - SPECIFICATIONS BELOW. (3) ROWS 12d 2 - - NAILS @ 4" Olp. A�l kK I OVER LAP DOUBLE I �jll � AT HORIZONTAL JOINTS. i 11 � I o !:j.al I AT 12 D il PLATE AT BREA , I < � GENERAL NOTES: - -011 I / " O. C. I I I TOP PLATES. � 11 I - PRE-ENGINEERED WOOD EA. SIDE. I ll� � WALL INTERSECTION . i I - - . / � I � . 2 & 3 PLY BEAMS I 2xi POST I ORTH GONAL VIEW CONDITIONS 0 I FOOTING ND- 2x SPF BLOCKING ROOF TRUSSES. POST I - , OFCORNER l BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT I S RECOMMENDED TO VERIFY SUITABLE . 11 � I � ! O DATIONS SHALL BE IN ACCORDANCE WITH LOCAL E (CLA�) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - I Ii . � �!: I I i � I I I 1�, ,: I SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL WITH GAP SHOWN. a- 11 I I i r ^ Uj i SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 < I - - � �. 1;� I I U i I , 0 1 ­ - I -- ! (3)ROWS OF 5" 1 (3)ROW§�, OF 6-Y44" I 1 I I I � : kND LOCATION FROM THE - � . I 0 IGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS �� r. TRUSSL6k ll I IIIeeeeeI 1 j`% CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, � STEP HE SIMPSON , �, E—L — ­ It TRUSSLOK 'I I � 7I � i 4411%, z ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT ENGINEERED WOOD ENGINEEitD W000 I I --� I � "I � � HOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE SDWC1 5600 , I I . ' I I CORD (EOR) I FASTENE @ 24,1 a. c � 0%^ � DETERMI NTACT ENGINEER OF RE I I � I :�- AS SHOWN . AS SHO ill �. I � 11, i � I � 1 "— LJJ I I 11 I : � I � � ; I I I I I I I : , I 1,110mi"Ir-K , : I I WALL I�LFF-RKC�ILQN I , , ! 3" IN FOOTINGS AND IMESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" &C. OR ROD CHAIRS. FRAMING SIMPSON Ill I . I I I UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE ERMITTED, SHALL BE 48 7 1�11 I �� .. I I , � BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE P I I � � CONDITIONS �;'. CONDITIONS ! leeeeel� 2 SDWC1 5600 1 � . ! PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS DETAILS. SHEATHING MAY . I :1l:: � , I I : �� � I I I I SEE ROOF � :ii, i 11 I � BAR DIAMETERS TERMINATE AT SIMPSONJ I. 3 -PLY 4 -PLY I Ill NOTES: i I I : i � I !, I I I SIMPSON TOP OF DBL. SDWC'15600 _ J1 FRAMING � 1. OVERLAP TPP PLATES AT CORNERS AND INTERSECTIONS. I A=M% SDWC15600 l I - SEE NOTE 1. TOP PLATE. SEE NOTE 1. DETAILS. 14" Ill AND GREATER I l i 2. - DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL. I U -AN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN �� I Il 3. . DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. i � I RIDER WITH JOINTS LAPPED 6" AND SEALED OVER CLr l I 0 , � I SHALL BE: INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETA RS OF' CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I � , 1 A 1" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOU TYPICAL CONNECTION I ,I I TERMITES, SAAQQj4z4 FOR CONTROLLED CRACKING CUT NOTES: I I "I 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. I - . 5" < HEEL < V-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, i� 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE, 1 ; . I .j U I I wN. I � � WOOD FRAMING SPECIFICATIONS:-- . I I I ; : I ! 1 � D 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 JACK -TO -KING ASSEMBLIES. CORNER POST, ETC OPTIONS Aff SHO ALL WOOD FRAMING HAS BEEN DESlGNE IRS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: I � . � t PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENE 1. TOP PLATE TO STUD SDNC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. i I I i SOIL SHALL BE PRESSURE- TREATED. IF, ACQ OR NON -DOT BORATE � 2. SPECIFIED NAILING REQUIRED FOR EVERY 'PLY 'I I I I , 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION, PROVIDE ADDITIONAL H2.5T I 1-' : STAINLESS STEEL. IN ADDITION TO (2) PLYS 11 FRAM�u WALL CORNER AND I . - 1�1 AT T I ; r7"\ INTERSECTIONS STUDS CONFIGURATIONS I I ---� -`1\ BUILT-UP MEMBER FASTENING. : i , � PRF -ENGINEER D WOOD TRUSSES- L TRUSSES AS F TRUSS CONNECTION -1 , � ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT AL OP PLATE TO STUD SPACE 0 48" O.C. i i SHALL BEAR THE SEA SIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND / 5 ROO / 6 1 1 1 !!! I INDI S SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPON 1! \zf�--;�e i � I CATED IN THE TRUS - WHEN USING (2) STRAPS ON ; I i i ES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS \11 �-O \,S -0-0,j � 1 1 i RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSS I - :; I I SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. . . KING STUD TO TOP PLATE: ��� I � - � SDWC SCREW i I , .1 � I - SDWC15600 SCREW. R FASTENING- I -1 DESIGN ; � I NOT REQUIRED AT GABLE IL AT RIGHT. NOT REQUIRED ! R! I­A�51LNING: I ROOF COVERING SPECIFICATION& SEE DETA � I CORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY i - SEE DETAIL AT RIGHT. NOT REQUIRED , � ,,� C RITERIA � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED AC ENDS OR OPENINGS LESS FOR GABLE ENDS. � FOR GABLE ENDS. ! ­ � Ui--ACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6" i: �­ ! . � AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MAN I KING STUD TO TOP PLATE: I I I : / 1� �, I ATION OF ALL METAL FLASHING AND VALLEY MATERIALS. . . . I ! / I I 'I- - i . I I ; - I I -11 " 11 --- " I 1: I � — —r I I I I .. I — 1". !AND I i -.. / I I � ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND Ij,1STALL I . NOT REQUIRED AT GABLE- DETAIL AT RIGHT. NOT REQUIRED 1 1 � : : I I SEE I � 4 1 1. i I ! I` � , I `,��11 I ; � WATERPROOFING: ENDS OR OPENINGS LESS FOR GABLE ENDS. \ I . 7 - I I i � THE, CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I .1 - 6" .. I I "'ERAL � I I TH AN 4'- \ I 6 -) i � I I PLATE TO HEADER: / GEI\j 1 � I 1- I - . . CREW @ - , � I . . - 1. --� I 11, I SDWC S 24" O.C. I i I : � �j /LfiNTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK _ - KING & JACK_/ 11 11 - : �, I � 'WOOD FASTENING SCHEDULE BRICK NOTES IF 1' I i I -- ,�, I 1 Ll � "OTES : STUDS SEE PLAN . ----1,2- IN I'll - \ \ \ \ I ,­ I I � SILL - I � 1 CONNECTION INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL � � -1 ) (2)12d TOE HEAD OR, \ - I Izz-1 I DON TS I ALE ; I TYPE PLATES SEE ,,; 1, 2X6 WALL DIMENSIONS FROM � I — , - � , \ - I TRUSS TO & IF A DIMENSION IS I LINTEL DIMENSION MIN. BRG. MAX. SPAN x - NAILS E.E. -4L- , I I I I- D QR SILL "I'll, THESE DRA /ING GABLE X -BRACE, SEE DETAIL 10/50.1 (MIN) , 1.�. I "I UNCLEAR REFER TO THE I . ------ :_-�:� , I I , ­ , , � FACE NAIL 2 -GUN NAILS @ 12" STAG. 1. , - I O ATE L 3 '/,. x 3 '/, x'/., 4 6'-O 11 11 III-' � I ,� PLATE: SDWC ARCHITEC�URAL DRAWINGS OR I . 1 I — :j� ! ­ SCREW � . HEADER SIZE, JACK AND ROUGH OPN'G, SEE ARCH. � I I I , "Ill coN-rACT THE E�O.R.' � (2-16d) 3 -GUN NAILS 6" 8'-O" (2)2x8-1 - I 11 � i I I TERSECTION FACE NAIL L4x31/2 " X1/4 DESIGNATES SHEARWALL. THE /2 KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW. t` I '. L.) I I 101 HIDDEN LINE DESIGNATES SIDE OF ­ - - , IRPU OPN'G, SEE ARCH. I 11 I C A I � DBL. TOP PLATE TO STUD FACE NAIL I 3 -GUN NAILS )11 -011 I----.-- CS18 STRAP w/6-10dx1Y2" - I I "­� : ---� -- - .1 I I TOE NAIL 11 - I - I , � I — ---4 ­� ­ PLAN NAME � - - - L5x31/2 `Y/4 - ---. WALL THE SHEARWALL SHEATHING SCHEDULE NAILS EACH END. STRAP --I-- - !l I RIM, JOIST TO TOP PLATE (8d @ 6") GUN NAIL @ 6" L6 x3'/, " x 1/4 6 12'-O" SW 3"/6" TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PL6TE ATTACHMENT CAN BE INTERIOR OR "," - E'� - I ". -, — .E-- - � ASSIC � - 11 . I DESIGNATES 8d COMMONS @ 3" CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. 11 �; I I I � � — . I i CEILING JOIST To TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L7x3'/2 %'/. 6" — 16'- 0 1 . O.C. EDGE & 6" O.C. "IN THE ­ EXTERIOR SIDE OF WALL. � I .� 1 DAVENPORT - CIL I SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE - � --- I -..---,Fl ED I CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SHEARWALL HOLD DOWN IS-\ I FOLLOWING: GABLE � -- - - DESIGN RAWN/CHECK - 1. STEEL LINTELS TO BE MINIMAL 36" . . P AS / LAP — _ _ -4 . I i SPECIFIED. NOT REQUIRED AT * . I : CS -- (6 LINTEL MUST HAVE CORROSION -- F.�­ BRICK ENDS OR r --F �� 11 : 24" O.C. I � JOIST To ROOF RAFTER FACE NAIL -16d) 8 -GUN NAILS 1==2z=== ­ LG - Long GABLE ENDS -STORY THAN 8' OR OPENINGS " - I : 2X4 WALL ��==� I _� OR 2 3�l i a I I I i CEI � LING I RESISTANT COATING OF EPDXY BASED ii I VENEER MA�UF - Manufacture '6� - 11 11 11 11 . I DATE I I � � TE TOE NAIL I 3 -GUN NAILS PAINT. III I WEATHER BOT - BOTTOM I MONO - Monolithic I I WALLS THAN - I � I - a --- HEADER FASTENING SECTION. 02.07.18 1 . -- (3-8d) 3 -GUN NAILS . 11 W======i I BARRIER BRG - BEARING OC - On Center I - �: I I � — - -- I TO PLATE TOE NAIL , . I I . ; : I - - -� L�, - �� RAFTER -- 2. LINTEL MORE THAN 8'-O". SHOULD ­=====� CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board I � . . - I i TOE NAIL (3-10d) 4 -GUN NAILS I! I PER:' - Perpendicular . N, � 11 l' A I i ,�� ,I KING STUD TO. FRAMING BELOW: I JACK RAFTER TO HIP BE LATERALLY SUPPORTED NOT TO I DBL - DOUBLE - � I I I . - I i I :� � ­. . . , I t CS18 STRAP W -1I 11 * I , : , .. : �,� � -t, � . :1 - I 1 4 'i I 11 11 I � P , I � I I .1 f� -,-- � (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. i I DIA - DIAMETER �� � , .. ,.' I - I " .1 I - .+ 1� I I B U ; --- - ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL 1 LINTEL - � " �. - . � �. I . . . I - A . � � 1� "' NAILS EACH END, STRAP ATTACHMENT CAN YFICE ( I I =======,1 PRE ENG - Pre Engineered * - � /6 1 E - I PSF Pounds per Square Foot L ['A No. l ! � SCREWS INTO HEADER PROVIDE A '/2" y==2=m==i - �� 1, " . ; I I . ; II. 41 ''I � . �. .� I ,1 I I .INTERIOR OR EXTERIOR SIDE OF WALL. 0 1 1 1 i I � FACE NAIL 16d@ 16" O�C. @ EDGE I I .1 I ATT�61­IMENT PSI - Pounds per Square Inch . . . '' I I I I STUD OR 2X1O li� I --L- l CQNT. HEADER, TWO PIECES — ­­ VERTICAL SLOTTED HOLE FOR SCREW. , --- STRAP NOT REQUIRED AT THE FOLLOWING: TOLL -18-00165 11 I , f=== -1===j SEE NOTE 2 . BLOCKING FASTEN - I I -- I EOR - ENGINEER OF RECORD � - F PLATE ANCHOR I 11 � I � CONT. ,HEADER TO STUD . i OT - Quick Tie SOLE PLATE CONNECTOR STRAPPING NOT REQUIRED w/8 -10d COMMONS ��l i CONTROL No. 1, I � I TOE NAIL (3-16d) 4 -GUN NAILS - I - _ZZ - I , l: � GABLE ENDS OR 1 3. BRICK VENEER ATTACHMENT. I -- AT LOWER LEVEL HEAD :i � 11 -LI I , I t I STUD T TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" D.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF STUDY Id k" 1—ilI I � I MULTI STORY �i ­ � I . FBC - FLORIDA BUILDING CODE SF - Square Fool: PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN � I! " l THAN 8, OR � 4038 - 11 I !I � I HEADER,] FLASHING � I MULTISTORY I THAN 3 -6" ifftilk-mb FOR CODE COMPLIANCE � � �" l SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY (STACKED WINDOWS) ll 11, � i SHEET ! � _ _ - WIND -ZONE VERT. TIES 0 16- O.C.). BRICK LINTEL, SYP - Southern Yellow Pine - 11 � (UNSTACKED WINDOWS) I CITY OF ATLANTIC BEACH i I Il 11 I I I . ,� I - I A,"% 0, I I NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN 11 THRU - Through ;,I �, I E R � ;L: I I I -S616 PERMITS FOR *8 ITIONAL . I .1 ,:: I - , 1 3 12" OF OPENINGS. -"� 11 I � I 1; xO,131"O = GUN NAILS 2"xO.113"O = RINK SHANK PRombE 3& "O WEEP TYP - Typical r8 TYPICAL HEADER STRAPPING '! � � 11 LON - Unless Otherwise Noted I J � IREOUIREMENTS, AND CONDITIONS I � I I 1; 2 xO.113"O = 6d 2'/,"xO.131"O = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION \AEW HORIZ - HORIZONTAL �SO.0) I :� r sue I i I I � � . 1: � . � ,I — , 1D�—, ',f-,-,,,\, --)-11—'-��, ' T—fl�—r R ��- I ' `�, I H DU -" — 'r t I i I -1 - Plll C', I I i 11 -f-" " � �- W ' P t *, OVER L/ K, : 3'/2"xO.162"O = 16d FLAS�HING. OF BRICK LINTEL VERT - Vertical `-.� t i .1 � 3"xO.148"O = 10d -1 - I I I I 11 I 11 � d Wire Fabric T 1 OF 9 � I WWF - Welde . IF I '/2"xO.148"O = 1Odx1I/211 11/2"xO.131"O = 8dxl'/," I I I ) I ftgVIZWF /T I-11- � I ; 11 -11111: � ED 0M E'2'&L6a` \,­� I �. I � . -" il — I IS"k I I . L I v I I I � I I I I - I : I t � I I I . I , � I 41, i 11 11, I .1 11 . . �� I , , I - �: �, I I o �'l , . I - I � 1\ I I;, I . ; , I I � I ,� I �l � 11 i � i : i ; I I", : [ I I I 1,� I , 11 I'll L ,� � l I I - ­.- --1 I � I . , I I ill I � i I I, 2x6 SYP 2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP {I, 2x6 SYP#2 NAILER PLATE w/ 10d 0 4» O.C. FASTENED TO TOP WALL SHEATHI G PLATE w STUD WALL FRAMING 10d � 3" O.0 I I, AIL / 8d COMMON WIRE � w 2x SOLID BLOCKING TO BLOCKING0 3 O.0 NII - I » i 11 AT SHEATHING EDGE ' � 6 , l DBL. TOP MAX NOTCH LOCKING ONLY REQUIRED 0 CH HEADER B Q \ TE AR WALLS AND PLA BELOW TOP PLAT AT SHE � 2x4 BLOCKING BETWEEN EA. H - Lou STUCCO' FINIS P RCH SHEATHING, TRUSS. ATTACH AT EACH WALL 5-8d COM HEADER. S E SPECIFICATIONS ° STUD w 3-16 'NAILS AT EA. A s. EACH SIDE END { ° ° PORCH; / 16d COMMONS OF SPLICE 16d COMMONS I BLOW FRAMING INTERSECTION, MIN. OF 8 -GUN NAILS - 6 -16d HEADER, „ 2x4 SYP#2 HORIZ. BRACING @ I 6-16d BETWE N T 0 8 O.C. ®8 O.C. II » E EACH RUBS) 42( SHEATHING SPLICE ° ° SEE PLAN1 I 24 O.C. BETWEEN OUTER WALL HEADER & SUPPORT PORCH PA FULL HEIGHT B ax. 6 & FIRST INTERIOR TRUSS. NAIL 1 I PORCHPOST PER PLAN. � 2 MSTA24 LSO I I 0 WA ANCHOR OR DTT2Z , CONT. RIBBON CONT. RfBBON T WALL - I Ph: 242 8d COM 0 EACH END w 3 0.131x3 NAILS PERPENDICULAR STRAPS PERPENDIC LAR TRUSS / P HOLD DOWN AT MIN. (2)2x4 WOOD :. u - BOARD (TYP) BOARD (TYP) 3 D.C.: FL. CA (TYP) TO WALL BASE OF POST BELOW. & (1)-ADJ. DETAIL B` EACH SIDE FLOOR TO PORCH HEADER. WALL __ - OPTION �� A FLOOR �� ��__� _ OF SPLICE. .FLOOR�jv � TRUSS SHEATHING - "TRUSSES TRUSSES F ••• 24„ 16 GUAGE POST BASE: .IciII, ,�.'. i1IIkjII .OG._ ING Az_ OR JOIST. . IIIII . IIL! a I -- --� STRAP w111- - , PO T 24 16 GUAG E.f 4x4 POST,.A BU 44 i II STUD U D WA LL F.. A MING SHEATHING SPLICE DIAGONAL 1-0dx172 EA. END BELOW STRAP -/11 xPOST. ABU66 w/ 2x SOLIDBLOCKING AT SHEATHING EDGE I 0 •n • � t P♦° fPPg 'At z r� rt c �. t J , -i i tl i.i io►l� ,l. i 1 A i - I FASTEN EA. _ 10 Y -EA. END LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS8dCOMMON WIRE NAILS w CONTINUOUS OVER- INTO TOP PLATE & 51Od TO BLOCKING 0 3, O.G. .OSB or PLYWOOD PORCH.0ebR JOIST. 2x4 SYP 2 3_10d COMMONS . PORCH HEADSR SLABeHEAD RRIM BOARDYa„ 6 NAILS IHTOBEAM. SPACE SEE PLAN . SHORTER THAN TS16 MAX CEI ®48» 0.C. OMIT IF FLOOR SYSTEM. ALIGN LNGSHEATHING IS INS ALLEDSTRAPS WALL � WALL FRAMING LINE WALL FRAMING MSTA24 R0DROOF TRUSSVERTICAL JOINTS WITH I, , N0 STRAPS EP( MIN ON FACE OF BEAM I WALL SHEATHING OR JOIST SHEATHING SPLICE INSTALL FLOOR TO FOR PERPENDICULAR PLAN VIEW 0F ELEVATION VIEW OF TR sCONNEC CONNECTION REQUIRED , 5-8d COM FLOOR STRAPPING PER 8 GUN -ATF AT SHEARWALLS AND EACH SIDE OPTION 1 OR PORCH HEAPORCH HEADER PORCH HEADER xSEE DETAIL B ABO OUS 26 SYP 2NAILSCONTINUN ATCORNER PPOST C STUCCO FINISH OF SPLICE FULL HEIGHT LEDGERFAT WITH OPTION 1 OPTION 2".rv.r o : P �ANCHOR OR DTT2Z 5-0.131x3„ EA. STUD. Vol,P OVER LAP SHEATHING APA RIMBOARD FLOOR TRUSS PARALLEL HOLD DOWN AT sIx0d/z »GYPSUM (W MIN. WOOD A R PROOF) GREEN BOARD w/ 5d COOLER NAILS � 6» O.C. EDGE F1ELD BASE OF POST ♦,'. � • [o VP br �. .oNNaaM-.�d. BELOW. & 1 ADJ. PARALLEL TRUSS 1 OR OPTION O NOTE F.i , TO PORCH HEADER. Christo a heel Salo rIn [' I� u E DETAIL .A 1 CONTRACTOR MAY OPTION 1.2 OR 3. P 1. / OR, GREATS OSB OR PLYWOOD, w 8d COMMON NAILS C� 6 O.C. EDGE AND FIELD I II CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL,.I'E#71.461 I 2 CI I I z L FRAING .DETAILS 3 CTION wwEN4FLCOR T FLOOR WALL SHEATHING AND TRAPPING OPTIONS TY IAPORTYPICAL PORCH BEACONEWALL ADI. TO ROOF CONNECTION ON I I CITED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF it S0.1 R E U S S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. , I 1 II I I I SEE DETAIL 5 FOR I I /SQ.1 I II - DIAPHRAGM ATTACHMENT WHERE APPLICABLE , 1. I } I F TRUSS REACTION EXCEEDS i I r 23001bs P I ROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS I I, O II SYP 2 2x4 NAILER FASTENED TO TRUSS. I ROOF » „ A A - BOT. CHORD w DT31x3 (� 3 D.C. A 2 SIMPSON H2.5T. 1 FIE L TRUSS. 1 1 I I ,, I � I B B FLOOR OR RO F A FASTENED TO SHEATHING w 8d � 3 O.C. _---__--- _-_ 2x4 SYP 2 CATS AT 12 i N F T TRUSS. CO lRA TOP- R00 RUBS O.C. FASTENED TO 0 „ CJD WG 156DD-.. - - - - -..- - - - -. _PONTIGI 11 / n a FASTENED TO PLATE w 4 O.T31x3 SHEATHING MArwt I /C� 32 O.C. COMMON; MAX. TOP PLATE w 1pd C� 3 O.C. II II II II MODIFIC / SCREWS FROM TH ,I CON I STR ' » SHEARWA L i I 16 MAX. OSB WALL B D 2x SYP 2 CONT. ATTACH D D I # CATS EACH END w B C B C FASTEN / I SHEATHING TO TOP PLATE AND TRUSS C 3- I: 1x COMMON TOE NAILS I ,� 013 3 " " , w 0.131x3 CSA 3 O.C. EDGE -0F I h / I I T. 2x MAY OVERHANG TOP PLATE. I SHEARWALL SHEARWALL OR I C C LII SHEARWALL EXTERIOR WALL S 8d@3 F) SW 8d'C�3 /6 . I , OR TED SHEARWALL SEGMENT SHEARWALL Uj ALTERNATE A ALTERNATE B A LTERNATE' C A TERNATE G PER ED S R STRAP KING POST 70 POST BELOW WITH 2-CS16 STRAP KING POST TO - STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 CS16 I UP TO LOWER STUDS A -UPPER 0 LOWS STUDS ,. 0 Q T R S 0 ,E TRAP � S WHEN FULL HEIGHT 7 ANCHORS ARE NOT USED ROOF. FLOOR. DECK 10d c�4 O:C. 8d03 6. 2 CS18 STRAPS SW'8d03 6: 2 CS18 STRAPS lis OSB DIAPHRAGM FASTEN SW O / ( ) ANCHORS ARE NOT USED TRUSS. � FLOOR I HEADER DOWN CONNECTION TO NAILER w/ (1) ROW Sd_ UPLIFT CONNECTOR A H2.5T"°i6 3(" ;O;C, TOP &,BOT B 2x4 SPF#2 CONTINUOUS TRUSS. (1)MSTA24 STRAPS END STUDS TO FOUNDATION �- EN0 STUDS TO FOUNDATION FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) @ 3" O,C. FASTEN TO TOP li EDGE DISTANCE f�..: Fr , ' rl LEDGER FASTENED 2x4 SYP#2 OUTLOOKERS 2" 3" SW Sd03 6: HTT5 OR Hl SW 8d03/6: HTT5 OR HDU5, 3 / � + PLATE w% C2) ROWS ' BRACING APPLIED < JO ✓. /iOSB ,r•; ,,,, TRUSS WEBS WITH 2x4 BLOCKING. FAS © SO PLATE ANCHORS C SOLE PLATE ANCHORS O -0F 8d ®3 O.C. TRUSS . ,f, , ,. ;: ?. BLOCKING, PANEL n,. ,, _ " w 3 0,131x3 SHEARWALL NOTES. SEE SCH DULE ON DETAIL 3 S0.0 SEE SCHEDULE ON -DETAIL 3 S0.0 / / WALL STUDS' 2x4 SPF ', % a; , T ,' FLOOR COMMON. LS 1.- AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED ALL AROUND �> ,� fir✓ f. �• �•��- �.� ,,,-. ,. FRAMING I LOCATION'. IF MORE THAN (1) LATERAL CONTRACTOR MAY SHEARWALL NOTES ° " TO TRUSS BOT. CHORD w/ II I, FASTEN TO ROOF 0 FRAMING 'BELOW I FASTEN CATS EACH END w/ ;, „ 2x4 SYP#2 CATS AT 12 CHOOSE A B C D 'OR G. , PROVIDE OSB SHEATHING 1• /�s WITH 8d, COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE F FIELD. „ ,, (2) ROWS 0.131x3 0 3 O.C. E r. ,I 3-0.131x3" NAILS 0 6" O.C. I D.C. FASTENED TO `TOP 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT LL PANEL EDGES. , , a INTERIOR SHEARWALL. i _ „ PLATE -w 4.0.1.31x3 / AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING &JACK STUDS AT HEADERS MAY SERVE AS SW -2 f.; ;I SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. 5-16d- NAILS r CVTrolno was I TRUSSES: ' sw HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T"°i6 3(" ;O;C, TOP &,BOT B SEE PLA I C (1)MSTA24 STRAPS D FULL HGT THREADED RtJ ;SEE PLAN OR HTT4 HOLD DOWN AT 6A:SE \ (U.O.N) --------------- a H�ADER UP CONNECTION CONNECTION CALL OUT 1 UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) (TYPICX) 3. FASTEN ALL INTERIOR 5 TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE D ALTERNATE E 3. USE ALTERNATE ALTERNATE F[TRUSS ATTACHMENT E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 r 5 SHEARWALL ATTACHMENT AT ROOF & FL00R , TYPICAL SHEARWALL RWALL ELEVATION HEADERTIE WHEN 7 µ$.u - N j� I S0.11 S0.1 PROVIDE SOLID BL KING WITHIN FLOOR SYSTEM AT SW END POSTS. 0 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I� I 8d COMMON NAILS 4-1 - d TOMULTIPLE BRACED TRUSSES AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS I TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4PF I S 2 OR BETTER. A (LION) . co i 2.) BRACING LUMBER SHALL INTERSECT THE WEB OF THE::BRA CED TRUSS PER i , I,I DELEGATED TRUSS ENGINEER. I IL I 3. PERMANENT PERMANENT BRACING I ) °I WHERE` NOTED ON TRUSS MFR. SHOP DRAWINGS.. THE CONTRACTOR SHALL I PROVIDE 1x4 SYP 3 OR BETTER IL T BRACE FASTENED TO BOTTOM CHORD BRACING „ I°I PERPENDICULAR TO TRUSS BOTTOM WEB w/ 12d 0 6 O.C. I I CHORDS AND ATTACHED ED TO EACH. T BRACE TO BE THE I°I TRUS WITH - SAME I H 2 8d COMMON NAILS. AT SIZE, ,SPECIES, II AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS II (APPROXIMATELY 45%) TO THE ADJACENTX °I E TERIOR PERPENDICULAR I ! WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS R I EQU RMENT 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 DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST 2x4x6 SYP 2 LATERAL BRACE EA. I - ABOVE. ATTACH ROOF DECK PER GENERAL. NOTES. # _ " 8 10dINE OF BOTTOM CHORD BRACING AT A _ _ °I LSTA12 0 48 O.C.QC_OR DBL TOP PLT X BRACE :w/ 2 16d INTO BOTTOM MAXIMUM COMMONSTO GABLE TRUSS BOTTOM CHORD W ; MU SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 CSA 36 D.C.T IF C. G AT GABLE END BRACING PERMANENT LEDGER CONNECTION DECK' LEDGER OVERFRAME RAFTERS 10 RAC NG 11 ERMAN NT TRUSS BRACING #&USE _, SHEATHING OVERLAPS GABLE 12 MIN I „ „ TRUSS TO LEDGER CONNECTION -BY TRUSS" _ _ THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 50;1 _ SD.1 SCALE, _ 3- 4 - 1 0NOTES. 1. SPACE GABLE END BRACING 0 4 6 MAX. / Y ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PL ST MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 TLIDS IN LIEU OF 2 STUDS ITS ACCEPTAB ITS ACCEPTABLE GIRDER TRUSS A WASHER FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS PLAN I X MIN 2`PLY 36 LONG STU' 36 LONG STUD OR BEAM • 4 O ANCHORING SPECIFICATIONS - 1 MSTA24 STRAPS D F V Y _ O STUD FASTEN w/12-' FASTEN w/12 - FO VER AT I I " I " : 0 TOP PL E (2)MSTA24 STRAPS 0.131x3 GUN 0.131x3 GUN NAILS e - i ANCHORING SYSTEM. THE THREADED ROD ANCHORING FASTEN w/18 -10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 1 FULL HT. I NAILS I (2)MTS12 _ DOUBLE SYSTEM SHALL CONSIST OF )6-0 A307 THREADED HDU5. FASTEN I 1 2 TS12 SOLE _FASTEN w/18 10d I I ( ) FULL HT. ANCHOR ORIENTED TI AND ATTR TO THE I I o TOP PLATE. RODS, 0 IE TED VERTICALLY ATTACHED E COMONS I UPLIFT PLATE _ � ff - ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I. CONNECTOR ! SIMPSON DTT2 DOUBLE TOP : LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE i I . . SEE PLAN2"xi I - PLATE -.- TOP PLATE, PROVIDE A 2x}6 STEEL WASHER. I w/8 Ya x1Y I WALL STUD FASTEN WITH A NUT AND, ALLOW AT LEAST 3 ; I SDS SCREWS 1 i 1 _- f • I I I o• HEIGHT POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. SIMPSON FULL (2)H2.5T � ULL HEGLTT20B THREADED OD T: ROD I " 1 „ ST 1 FULL HEIGHT ��, D INSTALLATION. T N UD _..__._ _ _: BO AT ALL PLATE PENETRATIONS, THREADED D WITHIN 6 OF k MINIMUM I Yz i » rr MINIMUM _ PROVIDE, A HOLE' IN THE PLATE LARGER THAN THE L THREADED ROD 4 EPDXIED 4 MI ` OR IR _ _, .__ I GIRDER SEE 2 PLY �� i (PLAN) 2' PLY -1, : IIAT 2ND STORY ED. WHILE TURN TITEN HD DIAMETER OF :THE THREADED ROD USED. THREADED ° „ SEE 'PLAN AT 2ND STORY � I 1 .ELEVATION STUD � N 72x6 TITS HD' ; I , STUD r SI CONTINUOUS ROD .ARE PREFERRED COUPLER STUDS PROVIDE SINGLE U S COUPLER TIGHT I ROD EPDXIED I I „ w STUDS. PROVIDE O A O I I I Yz THREADED ROD SIMPSON CNW OR EQUAL MAY BE USED IN CASES ° ° .,,, 2 C518 STRAPS g ( ) AGAINST PLATE 7.5 MIN I » STEEL COUPLER 1 CS18 STRAPS f' EPDXIED 4 MIN OR . - --- WHERE ONE CONTINUOUS ROD 1S UNFEASIBLE: THE I AT A C B SE OF STUDS F HT. FULL O AT AS OF T TI NAL LOCATE BASE SUDS OP 0 ROD SHALL: BE INSTALLED APPROXIMATELY ENTERED ( C SIMPSON � Yx6:.TIT FLOOR TO FLOOR) ANCHOR TITEN HD ROD COUPLER I z EN HD ( L00 ) - IN HOLE. RODS MAY BE SLANTED FROM TRUE » (FLOOR TO FLOOR) I I AS NEEDED) _ I I MINIMUM RODS THD37634RC ( x63/a ) VERTICAL BY A,MAXIMUM'OF 2 INCHES IN 10 FEET TO I I' I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ' '.< STUD s FLOOR FRAMING' FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN, EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (1)DIAGONAL DIAGONAL BRACE PER O O AT 3 " 0. C. TYP ROD 4 () 4 TRUSSES APPLIED WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE ROOF NAILS TY . C ) 2x2x'/8 „ 2x4 SYP#2 OUTLOOKERS 2" 3" 5/8 / 3 /a �D 3 / � + 3x3x / a BRACING APPLIED < JO 2 3 Y2 2x4 BLOCKING. FAS LEN TRUSS 0 24» O.C. WALL STUDS' WALL STUDS , , 2x1 x 2 OR 2 2 6 OR 2 2x4.. SYP 2 LEDGER O �) # EACH -END w/3 -10d TOENAILS LS CONTINUOUSLATE L RA BRACING SEE TRUSS SHOP DRAWING FOR QTY. AND H3 OR H2.5T HURRICANE U CANE CUP ,D,EA. OUTLOOKER TO TRUSS. LOCATION'. IF MORE THAN (1) LATERAL „' AT 16 O.C. A T 16 O.C. FASTEN TO ROOF 0 FRAMING 'BELOW AS SHOWN. _ E r. .F ROOF SHEATHING _ w 4 1 N 2d AIL SA TEACH RAFTER. 6-10d :.COMMONS :.OVERFRAME f.; -RAFTERS, SEE PLAN. sw J 2X6 ROOF TRUSS ROOF TRUSS SIMPSON- C 1 H3 ' w/ 10 8d COMMON ANGLE BRACE SYP'2 LEDGER ATTACH # DBL. SYP 2 LEDGER # NAILS FROM RAFTER TO LEDGER TO EACH STUD, PER SCHEDULE BELOW ATTACH TO EACH STUD, PER SCHEDULE BELOW. 2x4 SPF#2 G AND LEDGER TOR OF MEMBER. THESE STRAPS MAY BE OMITTED 2X4 T BRACE: ONLY WALL SHEATHING UP BLOCKING , WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS:. ._ SINGLE LEDGER B - DOUBLE B DOUBLE LEDGER TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0" L VERTICAL VERTICAL .ALT. PRODIDE MTS12 OR CS16 DIRECTLY - THAN '- " LESS N 4 0 FASTEN w 10d COMMONS / „ 0 6 ON -CENTER 2X4 2 SYP BLOCK D EACH REACTIONLEDGER SIZE &NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE -BRACE. FASTEN EACH „ 0-775 2x6 w 5 0.131x3.:. / i 1850 2345 2x8 w 6 ttlx6 SDS SCREWS / /a AND ROOF MEMBER.. END W' 3-1D d TOENAILS 776-1250 2 x8 w 8 0.131x3 / _ - 8 bx6 SDS SCREWS 2346 3125 2x12 w / / a »` - 10-0.131x3 1251 1.540 2x10 w / v� BLOCK TO DBL TOP 1540-1850 2x12 w/ 12-0.1310" vPLT W 2-H2.5T PROVIDE SOLID A SPF# 2 BLOCKING PANEL JOINTS ADJACENT T ITO LEDGER A NOTES. WHERE A LEDGER iS INDICATED TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING, - „ 0.131x3 , TOE NAILS ;0 B„ O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,/-FROMT. CH BO ORD OF TRUSS SINGLE BRACING NOTES AND SPECIFICATIONS I TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4PF I S 2 OR BETTER. A (LION) . co i 2.) BRACING LUMBER SHALL INTERSECT THE WEB OF THE::BRA CED TRUSS PER i , I,I DELEGATED TRUSS ENGINEER. I IL I 3. PERMANENT PERMANENT BRACING I ) °I WHERE` NOTED ON TRUSS MFR. SHOP DRAWINGS.. THE CONTRACTOR SHALL I PROVIDE 1x4 SYP 3 OR BETTER IL T BRACE FASTENED TO BOTTOM CHORD BRACING „ I°I PERPENDICULAR TO TRUSS BOTTOM WEB w/ 12d 0 6 O.C. I I CHORDS AND ATTACHED ED TO EACH. T BRACE TO BE THE I°I TRUS WITH - SAME I H 2 8d COMMON NAILS. AT SIZE, ,SPECIES, II AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS II (APPROXIMATELY 45%) TO THE ADJACENTX °I E TERIOR PERPENDICULAR I ! WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS R I EQU RMENT 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 DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST 2x4x6 SYP 2 LATERAL BRACE EA. I - ABOVE. ATTACH ROOF DECK PER GENERAL. NOTES. # _ " 8 10dINE OF BOTTOM CHORD BRACING AT A _ _ °I LSTA12 0 48 O.C.QC_OR DBL TOP PLT X BRACE :w/ 2 16d INTO BOTTOM MAXIMUM COMMONSTO GABLE TRUSS BOTTOM CHORD W ; MU SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 CSA 36 D.C.T IF C. G AT GABLE END BRACING PERMANENT LEDGER CONNECTION DECK' LEDGER OVERFRAME RAFTERS 10 RAC NG 11 ERMAN NT TRUSS BRACING #&USE _, SHEATHING OVERLAPS GABLE 12 MIN I „ „ TRUSS TO LEDGER CONNECTION -BY TRUSS" _ _ THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 50;1 _ SD.1 SCALE, _ 3- 4 - 1 0NOTES. 1. SPACE GABLE END BRACING 0 4 6 MAX. / Y ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PL ST MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 TLIDS IN LIEU OF 2 STUDS ITS ACCEPTAB ITS ACCEPTABLE GIRDER TRUSS A WASHER FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS PLAN I X MIN 2`PLY 36 LONG STU' 36 LONG STUD OR BEAM • 4 O ANCHORING SPECIFICATIONS - 1 MSTA24 STRAPS D F V Y _ O STUD FASTEN w/12-' FASTEN w/12 - FO VER AT I I " I " : 0 TOP PL E (2)MSTA24 STRAPS 0.131x3 GUN 0.131x3 GUN NAILS e - i ANCHORING SYSTEM. THE THREADED ROD ANCHORING FASTEN w/18 -10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 1 FULL HT. I NAILS I (2)MTS12 _ DOUBLE SYSTEM SHALL CONSIST OF )6-0 A307 THREADED HDU5. FASTEN I 1 2 TS12 SOLE _FASTEN w/18 10d I I ( ) FULL HT. ANCHOR ORIENTED TI AND ATTR TO THE I I o TOP PLATE. RODS, 0 IE TED VERTICALLY ATTACHED E COMONS I UPLIFT PLATE _ � ff - ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I. CONNECTOR ! SIMPSON DTT2 DOUBLE TOP : LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE i I . . SEE PLAN2"xi I - PLATE -.- TOP PLATE, PROVIDE A 2x}6 STEEL WASHER. I w/8 Ya x1Y I WALL STUD FASTEN WITH A NUT AND, ALLOW AT LEAST 3 ; I SDS SCREWS 1 i 1 _- f • I I I o• HEIGHT POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. SIMPSON FULL (2)H2.5T � ULL HEGLTT20B THREADED OD T: ROD I " 1 „ ST 1 FULL HEIGHT ��, D INSTALLATION. T N UD _..__._ _ _: BO AT ALL PLATE PENETRATIONS, THREADED D WITHIN 6 OF k MINIMUM I Yz i » rr MINIMUM _ PROVIDE, A HOLE' IN THE PLATE LARGER THAN THE L THREADED ROD 4 EPDXIED 4 MI ` OR IR _ _, .__ I GIRDER SEE 2 PLY �� i (PLAN) 2' PLY -1, : IIAT 2ND STORY ED. WHILE TURN TITEN HD DIAMETER OF :THE THREADED ROD USED. THREADED ° „ SEE 'PLAN AT 2ND STORY � I 1 .ELEVATION STUD � N 72x6 TITS HD' ; I , STUD r SI CONTINUOUS ROD .ARE PREFERRED COUPLER STUDS PROVIDE SINGLE U S COUPLER TIGHT I ROD EPDXIED I I „ w STUDS. PROVIDE O A O I I I Yz THREADED ROD SIMPSON CNW OR EQUAL MAY BE USED IN CASES ° ° .,,, 2 C518 STRAPS g ( ) AGAINST PLATE 7.5 MIN I » STEEL COUPLER 1 CS18 STRAPS f' EPDXIED 4 MIN OR . - --- WHERE ONE CONTINUOUS ROD 1S UNFEASIBLE: THE I AT A C B SE OF STUDS F HT. FULL O AT AS OF T TI NAL LOCATE BASE SUDS OP 0 ROD SHALL: BE INSTALLED APPROXIMATELY ENTERED ( C SIMPSON � Yx6:.TIT FLOOR TO FLOOR) ANCHOR TITEN HD ROD COUPLER I z EN HD ( L00 ) - IN HOLE. RODS MAY BE SLANTED FROM TRUE » (FLOOR TO FLOOR) I I AS NEEDED) _ I I MINIMUM RODS THD37634RC ( x63/a ) VERTICAL BY A,MAXIMUM'OF 2 INCHES IN 10 FEET TO I I' I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ' '.< STUD s FLOOR FRAMING' FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN, EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (1)DIAGONAL DIAGONAL BRACE PER O O O ROD 4 () 4 TRUSSES APPLIED WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 TO BACKSIDE OF WEB. 2x2x'/8 „ 4„ 4;, 2" 3" 5/8 / 3 /a �D 3 / � + 3x3x / a BRACING APPLIED < JO 2 3 Y2 I FRONT SIDE OF WE0S. ° CONTINUOUSLATE L RA BRACING SEE TRUSS SHOP DRAWING FOR QTY. AND r LOCATION'. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. _ SINGLE BRACING NOTES AND SPECIFICATIONS I TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4PF I S 2 OR BETTER. A (LION) . co i 2.) BRACING LUMBER SHALL INTERSECT THE WEB OF THE::BRA CED TRUSS PER i , I,I DELEGATED TRUSS ENGINEER. I IL I 3. PERMANENT PERMANENT BRACING I ) °I WHERE` NOTED ON TRUSS MFR. SHOP DRAWINGS.. THE CONTRACTOR SHALL I PROVIDE 1x4 SYP 3 OR BETTER IL T BRACE FASTENED TO BOTTOM CHORD BRACING „ I°I PERPENDICULAR TO TRUSS BOTTOM WEB w/ 12d 0 6 O.C. I I CHORDS AND ATTACHED ED TO EACH. T BRACE TO BE THE I°I TRUS WITH - SAME I H 2 8d COMMON NAILS. AT SIZE, ,SPECIES, II AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS II (APPROXIMATELY 45%) TO THE ADJACENTX °I E TERIOR PERPENDICULAR I ! WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS R I EQU RMENT 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 DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST 2x4x6 SYP 2 LATERAL BRACE EA. I - ABOVE. ATTACH ROOF DECK PER GENERAL. NOTES. # _ " 8 10dINE OF BOTTOM CHORD BRACING AT A _ _ °I LSTA12 0 48 O.C.QC_OR DBL TOP PLT X BRACE :w/ 2 16d INTO BOTTOM MAXIMUM COMMONSTO GABLE TRUSS BOTTOM CHORD W ; MU SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 CSA 36 D.C.T IF C. G AT GABLE END BRACING PERMANENT LEDGER CONNECTION DECK' LEDGER OVERFRAME RAFTERS 10 RAC NG 11 ERMAN NT TRUSS BRACING #&USE _, SHEATHING OVERLAPS GABLE 12 MIN I „ „ TRUSS TO LEDGER CONNECTION -BY TRUSS" _ _ THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 50;1 _ SD.1 SCALE, _ 3- 4 - 1 0NOTES. 1. SPACE GABLE END BRACING 0 4 6 MAX. / Y ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PL ST MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 TLIDS IN LIEU OF 2 STUDS ITS ACCEPTAB ITS ACCEPTABLE GIRDER TRUSS A WASHER FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS PLAN I X MIN 2`PLY 36 LONG STU' 36 LONG STUD OR BEAM • 4 O ANCHORING SPECIFICATIONS - 1 MSTA24 STRAPS D F V Y _ O STUD FASTEN w/12-' FASTEN w/12 - FO VER AT I I " I " : 0 TOP PL E (2)MSTA24 STRAPS 0.131x3 GUN 0.131x3 GUN NAILS e - i ANCHORING SYSTEM. THE THREADED ROD ANCHORING FASTEN w/18 -10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 1 FULL HT. I NAILS I (2)MTS12 _ DOUBLE SYSTEM SHALL CONSIST OF )6-0 A307 THREADED HDU5. FASTEN I 1 2 TS12 SOLE _FASTEN w/18 10d I I ( ) FULL HT. ANCHOR ORIENTED TI AND ATTR TO THE I I o TOP PLATE. RODS, 0 IE TED VERTICALLY ATTACHED E COMONS I UPLIFT PLATE _ � ff - ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I. CONNECTOR ! SIMPSON DTT2 DOUBLE TOP : LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE i I . . SEE PLAN2"xi I - PLATE -.- TOP PLATE, PROVIDE A 2x}6 STEEL WASHER. I w/8 Ya x1Y I WALL STUD FASTEN WITH A NUT AND, ALLOW AT LEAST 3 ; I SDS SCREWS 1 i 1 _- f • I I I o• HEIGHT POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. SIMPSON FULL (2)H2.5T � ULL HEGLTT20B THREADED OD T: ROD I " 1 „ ST 1 FULL HEIGHT ��, D INSTALLATION. T N UD _..__._ _ _: BO AT ALL PLATE PENETRATIONS, THREADED D WITHIN 6 OF k MINIMUM I Yz i » rr MINIMUM _ PROVIDE, A HOLE' IN THE PLATE LARGER THAN THE L THREADED ROD 4 EPDXIED 4 MI ` OR IR _ _, .__ I GIRDER SEE 2 PLY �� i (PLAN) 2' PLY -1, : IIAT 2ND STORY ED. WHILE TURN TITEN HD DIAMETER OF :THE THREADED ROD USED. THREADED ° „ SEE 'PLAN AT 2ND STORY � I 1 .ELEVATION STUD � N 72x6 TITS HD' ; I , STUD r SI CONTINUOUS ROD .ARE PREFERRED COUPLER STUDS PROVIDE SINGLE U S COUPLER TIGHT I ROD EPDXIED I I „ w STUDS. PROVIDE O A O I I I Yz THREADED ROD SIMPSON CNW OR EQUAL MAY BE USED IN CASES ° ° .,,, 2 C518 STRAPS g ( ) AGAINST PLATE 7.5 MIN I » STEEL COUPLER 1 CS18 STRAPS f' EPDXIED 4 MIN OR . - --- WHERE ONE CONTINUOUS ROD 1S UNFEASIBLE: THE I AT A C B SE OF STUDS F HT. FULL O AT AS OF T TI NAL LOCATE BASE SUDS OP 0 ROD SHALL: BE INSTALLED APPROXIMATELY ENTERED ( C SIMPSON � Yx6:.TIT FLOOR TO FLOOR) ANCHOR TITEN HD ROD COUPLER I z EN HD ( L00 ) - IN HOLE. RODS MAY BE SLANTED FROM TRUE » (FLOOR TO FLOOR) I I AS NEEDED) _ I I MINIMUM RODS THD37634RC ( x63/a ) VERTICAL BY A,MAXIMUM'OF 2 INCHES IN 10 FEET TO I I' I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ' '.< STUD s FLOOR FRAMING' FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN, EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A O O O O ROD 4 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2110 '/2 "0 2x2x'/8 „ 4„ 4;, 2" 3" 5/8 / 3 /a �D 3 / � + 3x3x / a 7.5 12 2 3 Y2 THE NUT ABOVE THE UPPERMOST PLATE SHALL 8E SIMPSON DTT2Z ROD = J1 ILL SECURED OVER THE; WASHER TO A SNUG -TIGHT w/8- x172 HTT5 � ROD =HTT5 ObNdTIDN PLUS' ONE-HALF :TURN. Of A STANDARD Ya W SDS SCREWS � BUILT-UP - POST BUILT UP POST MATELY 30 FT. -185. Of � POST, - DUE (APPRO� TOROUE� , SEE PLA SEE PLAN. DILE TO°SHRINKAGE AND COMPRESSION OF BUILDING ONTRACTORS SHALL RE -11tH NUT TO 30 I TR TEN , 11 L FT. LBS. OF TORQUE AFTER ALL TRADES ARE INSULATION. AN TO OOIytPLETE D PRIOR OXY ANCHORING: ALL THREADED RODS SHALL BE Era HTT5 or HDUS DTT2Z : LTT20B I D ANCHORED SEE INSTALLATION BILLED &EPDXY E � OPTION ALTERNATE FOR ''ALTERNATE FOR OPTION 2- DEPTHO MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS FULL HEIGHT ANCHOR Q 3 5 HEI : /s FULL HEIGHT ROD /$ FULL GHT ROD FULL HEIGHT TR WALL SECTION THREADED ROD' INSTALLATION CHARTpy II s�� FULL HEIGHT ROD ALTERNATE FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT /-74 FULL HEIGHT THREADED ROD s HOLD DOWN ATTACHMENT DETAIL 1� GIRDER /BEAM STRAPPING 12 Ym Em ' S N NOTED N PLAN so SO.T I5 DETAIL ONLY APPLIES WHEN 0 THIS S0.1 S0.1 oTEI S ALTERNATE Q .1 THIS DETAIL ONLY APPLIES .WHEN NOTE ON P D LAN ' I I i_ OVERLAP SIDEWALL SIDEWALL TOP PLATE TOP PLATE Ir wr• n< . x.,. OVERLAP SIDEWALL ALWAYS PLACE >I < ,r , ALWAYS PLACE TOP PLATE HEADER AT . HEADER AT .. TOP OF ROUGH TOP OF ROUGH .. ' . OPENING OPENING' / THREADED ROD GARAGEs ... : ..w . .. . _ L—A _. :a " w 3x3x PLATE 2 20 a STRAPS .. : HEADER. ."`� / /a O 9 _ s;. .,` HEADER TO JACK ..,; 2 20 a STRAPS HTT5 w ALWAYS PLACE () 9 / OAL POST. FASTEN TO STUD HEADER TO JACK THREADED ROD HEADER AT — ' „ 1 PACK WITH 2 ROWS OF 16d .. /s Lou o n t I o and „ THREADED ROD TOP OF ROUGH .. : : „ • .. ..... EPDXIED 12" a RING SHANK. NAILS 0 12 O. C: - MAX 3 EPDXIED 12 �. o f A s S C. OPENING i later, Inc. (2)20ga STRAPS , 0 EXTEND HEADER HEADER TO 'JACK R ... TO TAH GARAGE DOOR THRU AT C GAR G HEADER TO2x4 BLOCKING _4FAR SID F 0.131x3 TOE 0 WALL E NAILS 2 EA. SIDE 420 SC201�?...[EXTEND( ) Avenue K DIRECTLY INTO 2 INC STUDS UPRIGHTBUC DIE , 2 2x6 KAR SI F / E 0 WALL 6x6 POST / / AS SHOWN: x ( ) 2 OUTLOOKER ' HTT5` W x a Beach, Florida c 2 / D PACK, PER GARAGE DOOR NOTE a a 3 50 STU C " O 2 2x6 0 0 ., 2 2x6 SPF#2 S SHOWN. ' ( ) AT 24 O.C. ' ) # OUTLOOKER PLACE GABLE END 6 TRUSS. JACK STUDS THREADED. `RODSUPPLIER6 6 _ 2 2x6 5/s _ Ph: 24 2 0908 F O, , ax: 241 955 JACKS �, „ 7 _ _ TO THE INT. 6 ... :. N .FACE OF 6 6 6 4 0x4 0 PIECE F WA 1 0 LL :: EPDXIED 2 AND 1 „ " L. F CA # 344 SC _ _ BALLOON FRAMED- WALL " . LA# 3579. {) L ... ` . 4 0x4 0 PIECE OF WALL . , : :: SHEATIN INS: 0 G TALL AT UPPER ROOF STUD SPACING, I G SEE AND FA KING / ,,: STEN TRUSSTOP r,. SHEATHING . ... .. SEATING INSTALL AT UPPER i HTT5 w (2)2x6 CORNER 1 BELOW GARAGE HEADER. HTT5 w FRAMING PLAN A AND BOTTOM HO / -4 / 4B 0 CHORDS TO „ CORNER 1 BELOW GARAGE HEADER DETAIL A L G DE I JACKS ON E XTERIOR STUD' TRIMED AS-SCHEDUL . STUD CORNER THREADED ROD E BALLOON FR FRAMED WALL 2 2x . _ D ROD � I THREA ED a ,• I DETAIL A 5 12d`TOE » " - I I 0 EXTERIOR STUD TRIMED AS AND .� sTuos w 2 a.13 ( (1 SHOWN / 1x3 ' EPDXIED 12 NAt EPDXIED 12 . r LS EACH 2x4 BLOCKING AT s s NAILS AT EA. STU0. ss ss 1LLJ a S OWN) KINGTRUSS .t 48"O.C.-BETWEEN t I` eta P.T. SOLE PLATE LJ 9 ie N • • • FASTEN SHEATING TO HEADER w 8d COMMON ,r� , j /Q$ GALV. BOX NAILS GABLE AND FIRST t " INTERIOR TRUSS. 4! r o+ FASTEN I TIN T HEADER w OR G V. BOX NAILS '� S ASE SHEA G 0 E Sd COMMON AL IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN FRAMING GARAGE. 7HTT5 w / —XALL FR �$, o e r AT FA N SOLE PLATE „ sTE Gae ND � e L H TT5 w LEE a s ±F. � �a a I 3 R PATT R A SHOWN AND IN ALL FRAMING �, w FLOOR ` N � ID E N 3 0 C STUDS, BLOCKING &SILLS TYP.- . THREADED ROD 5 { ) ]4r ,ANCHOR TRUSS w/.FULL HT. .� � +i s* ���i �. ' *.• THREADED ROD (STUDS, BLOCKING & ILLS TYP. 2 ( ) I ; . ANCHOR AND HA4 EPDXIED 1 .. RI EPDXIED 12 EA. END • .'� SOLE PLATE :, , - 4 A :'. i ^ - +. M.. 9 1 SECTION I ANCHOR GARAGE WING WALL SE _ _ w DOUBLE BLOCKING AT PANEL JOINT NAILED TOGETHER. w 3 16d SINKERS w N 4 a DOUBLE BLOCKING AT ANEL JOINT, NAILED .TOGETHER w/ 3 16d SINKERS: . , / _ .J ,� •b. A THICKENED SLAB EDGE .B P AT GARAGE OPENING. _.:..._ ...... _ ... ........, , ._, __.. '..�...,...' n. 6x6 POST WITH ABU66 _ • 5/s THREADED ROD (OVER ADDITIONAL PLATE BETWEEN EEN I ' I I rN Sw/ 5/B"THREADED ROD O . AT F NOTES: STUDS) DRILLED AND EPDXIED w 12" EMBEDMENT &3x3x a"WASHER.EPDXIED 12" MIN. .. OR f` 1 { ID f a i r v R _ 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. ••„"R c INA t t s 4 t s r / O l t t GARAGE WING WALL ELEVATION SW CONVENTIONAL n D ANCHOR PER SCHEDULE. D LE. NO FULL HEIGHT AN . CHOR , Chrlst� h l Sab�urin PE i P 1 REQUIRED. I` � FL� (, I L#7141 I RE VI - IONSNS DAT WHEN1GARAGE HEADER FRAMING WHEN2GARAGE PORTAL WING WALL WHEN WING WALL FRAMING LESS THAN IZIBALLOON FRAMED GABLE ENO E _ OTEO OTED OTED 50.2 THIS DETAIL ONLY APPLIES WHEN NOTED S0:2 SQ.2 THIS DETAIL ONLY APPLIES WHEN NOTE -0N PLAN E T ON PLAN �SO.2,1 SPLICE 2x8 x 4'-6” P.T. SYP N . 02 EXPOSED RAFTER TAIL TO EACH ROOF tI PORCH BEAM SUPPORT POST TRUSS 0 14" O.C. FA JACK STUD IF 4x4 IS SPECIFIED ON PLAN JACK STUD a I .-- 2xP.T. . AT DOOR USE 2 2x4 SPF#2 SUPPORT. ` 4 P. SY No 2 AT DOOR O # MIN. 22x4 P SYP2 BLOCKING CLOSURE FASTEN T i „ IF 6x6 IS SPECIFIED ON PLAN WALL e 3 w/ 3-12d TOE NAILS, RIP 4 MA X. DOWN TO REQUIRED DEPTH 2 D 0 0 FIELD SHEATHING G - LD ALTERATION USE (3)2x4 SPF#2 SUPPORT. � PRE ENGINc RED 12 MIN. W00 R00 TRUES. i RSHEATHING w D ATED WALL , _ Ya x 3Y2 8d ®6 O.C. EDGE & FIELD. — ATTACH CH -POR CH BEAM TO CS18 w 7 1 dx1 Y z z— EACH END 12d CO MMON • � FCIEOLND T ARL4TCETRO' N tATS IHOA NLSL MCAODNEI APR TIO LOU T U PLAN VIEW PLAN VIEW S1MPS0N LTT2QB WRE'N NAILS PONnGO SASSOCIATE P IOR lO TA ON SUPPORT POST w 2 HTS20. EACHEND 48" � nAtiwG ANY STRUCTURAL FIELD SCREW RECESSED IN SLAB @ 4„ O.C.MODIFICATIONS WHICH MAY VARY w THREADED O.C.OCSTRAP BE STAGGERED . FROM THE INTENT F THE ORIGINAL LATTACHSUPPORT POST TO INSTALLED ETHER CONSTRUCTION DOCUMENTS. ANYROD EPDXIED 4 SOLE PLATE FOUNDATION WITH HTT4 FACE OF STD CS18 w 7-10dx§» ANCHOR w /,Ox6" EMBED EPDXY ROD. U.O.N. 0 48" O i BEING APPRpVEO BY LOU PONTIGO fr I �: � ASSOCI TESMAYR RESULT N _O.C.STRAP . 0 CAN BE P PT SOLE. PLATE d UPLIFT SY 2 ( ADDITIONAL ENGINEERING O CONC. CONC. INSTALLED EITHER , Rl R CONNECTOR IN PECTION FEES, BOX COLUMN E S. SLAB I I FACE OF STUD i _ SLAB ” MAY 6. 8d 03 MA ED IN LIEU OF 4x4 OR 6x FLOOR FLOOR FLOOR WATER PROOFING AT _ TRUSSES T USSES TRUSSES -:DOUBLE ELEVATION LOWER PORTION OF JOIST. OR JOIST: TOP PLATE VIEW ELEVATION VIEW OR JOIST. O Y BOX COLUMN BY BUILDER 4 IF PT MATERIAL IS NOT USED. BE SEE OPTION B AM i OPTION A PLAN .: OPTION A OPTION B OVERLAP i STRAPPING SHEATHING OPTION C I DROPPED BEAM V o� FRONT ENTRY `IAMB FASTENING r' BOX COLUMN DETAIL /'� WALL STRAPPING OVE BEAM /'� I2AFTFR TAn nFTIAI .�10 t 1) L tV 00 O N rz N 0 32" O.C. TRUSS BOT. CHORD TO v 32"O.C. GABLE BRACING TRUSS FASTEN :TOP CHORD" „ MAIN ;HOUSE WALL f , w 10d @ 12 O.C. GABLE BRACE TRUSS WALL SHEATHING UP STUDS TO TOP PLATE STUD TO BOT PLATE: ,,,--- DAA WALL w 1 d Cs�- GABLE END TRUSS. _..�_. ��: _ / 0 O.G. ,,. CONTINUOUS THRU OUTSIDE CORNER CHIMNEY FRAMING FASTEN STUD TO MAIN DESI 2 TOTAL HOUSE STUD w/1—ROWS GABLE BRACING WALL SHEATHING "x6" SDS SCREWS @ 32" D.C..FASTN BOT PLATE TO TRUSS —COF SDWC15600 SCREW. TOP PLATE BELOW .TRUSS TO WALL w i0 - i SEE CONSTRUCTION 10 tl A. E END ' SPECS CS. 2X4 STUD 0 16" GABLEBRACING TRUSS TO WALL :SEE E ECTIO N a '. SECTION A A ELEVA TI NSOLE PLATE ANCHOR Y x3 LAG SCREW 4 Y2 —\I 0 32" O.C. IN (M IMUM -2 PER SIDE) 10d TOE NAILS 0 8" O.C. DE OF BUILDING ATTACHMENT I FROM BOT_ CHORD OF TRUSS HEADER$TUB• 1 MSTA24 . T TO DBL P PLATE O i WITH ROUND WASHER DOUBLE TRUSS BOT. CHORD TO GABLE ,,TOP BRACING TRUSS w Od 0 12 O.C. 1 LSTA12 ®48 D.C.OC� DBL 0 PLT M CHORD W To GABLE TRUSS aorro / 13 1 -STORY CHIMNEY FRAMIN ' '12 GABLE ENO BRACING W " D.C. OMIT IF SD C15600 0 36 0 C so.2 AT EACH FLOOR TRUSS SHEATHING OVERLAPS GABLE 12 MIN S0:2 .2X4 TOP PLATE BOT 'PLATE 70 FRAMING " BELOW. CS180 32 O.C. BOT PLATE TO FRAMING LOW CS180 32" D.C.16 GAUGE C01 STRAP 2K 5z 5z STUD TO BOT PLATE: EACH CORNER BOT PLATE TO TRUSS RUSSES PERPENDICULAR TO WALL ABOVE E SDWC 15600 SCREW. „ �" Y x317 LAG SCREW .. 0.32 O.C. WITH ROUND WASHER n 2X4 LEDGER FASTEN TO TRUSS ` 24, O,C w/2 -12d COMMONS I 16 GAUGE 24„ STRAP HTS16 STRAP. WRAP I AT EACH SIDE OF EACH AROUND MAIN HOUSE TOP CORNER 6 TOTAL PLATE I I � ” 16 GAUGE 24 STRAP I HTT5 1 AT ( EACH AT EACH SIDE OF EACH CORNER6 TOTAL CORNER,, 2 TOTAL) UTSI_DlIE TSS OR BEAM PARALLEL TO WALL ABOVE - /0 r, DOUBLE 2X4 TOP PLATE MAIN HOUSE WALL 2)2X_STUDSDOUBLE (2)2X STUDS WHN9WALL STRAPPING DETAIL WHEN1D WALL STRAPPING DETAIL WHEN 11 LLSTRSTRAPPING DETAIL AT SAME ELEVATION AS HOUSE TOP PLATE , SHEATHING CONTINUOUS THRU .. 0 TEO 50. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED WHEN T SO THIS DETAIL- ONLY APPLIES NO ED ON PLAN OTEOCHIMN S0. THI PPLWHEN,DON P DETAIL ONLY A IES NOTE LAN Y F E FRAMING I HTS16 STRAP. WRAP AROUND MAIN HOUSE TOP 9 PLATE MAIN HOUSE 4-12d TOE I EXTERIOR WALL ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS ,f TRUSS ®24„ O.C. - i I • RR H3 OR H2.5T HU IG�PIE CUP ®EA. � HTS16 T I 6 S RAP. WRAP OUTLOOKER TO TRUSS I AROUND 'MAIN HOUSE TOP DOUBLE PLATE 2X4 STUDS I ;o AT CORNERS , TRUSS BOT. CHORD TO - TRUSS PER -PLAN. I GABLE BRACING TRUSS I,.; I w 10d @ 12” O.C. % — (2)2X -STUDS TRUSS BOT. CHORD TO GABLE BRACING TRUSS FASTEN :TOP CHORD" „ MAIN ;HOUSE WALL f , w 10d @ 12 O.C. GABLE BRACE TRUSS WALL SHEATHING UP TO ,. SHEATHING HTT5 (1 AT EACH ,,,--- DAA WALL w 1 d Cs�- GABLE END TRUSS. _..�_. ��: _ / 0 O.G. ,,. CONTINUOUS THRU OUTSIDE CORNER CHIMNEY FRAMING FASTEN STUD TO MAIN DESI 2 TOTAL HOUSE STUD w/1—ROWS GABLE BRACING WALL SHEATHING "x6" SDS SCREWS @ 32" D.C..FASTN —COF TOP PLATE BELOW .TRUSS TO WALL w i0 i SEE CONSTRUCTION 10 tl A. E END ' SPECS CS. 2X4 STUD 0 16" GABLEBRACING TRUSS TO WALL :SEE E ECTIO N a '. SECTION A A ELEVA TI NSOLE PLATE ANCHOR PLANA IN (M IMUM -2 PER SIDE) 10d TOE NAILS 0 8" O.C. DE OF BUILDING ATTACHMENT I FROM BOT_ CHORD OF TRUSS . T TO DBL P PLATE O i TRUSS BOT. CHORD TO GABLE ,,TOP BRACING TRUSS w Od 0 12 O.C. 1 LSTA12 ®48 D.C.OC� DBL 0 PLT M CHORD W To GABLE TRUSS aorro / 13 1 -STORY CHIMNEY FRAMIN ' '12 GABLE ENO BRACING W " D.C. OMIT IF SD C15600 0 36 0 C so.2 SHEATHING OVERLAPS GABLE 12 MIN S0:2 SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE 60'-4" INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS I Ass ciates, Inc. 1 Op- 3 1-0 -p 60'-4" 1,31-10)) 01 2p-0)1 2 Q _ { . I <. I I � i, I 3 S1.01 ., S1.01 F I I - - a y}( x .. .,.._..... _X. ...... _.. ..." ,-_.._...,.... _,... ._. <...._:, ._. ......_, r.,, _.-.x ...._,,,[. .._ ,) .. a x .5:..'�•c-T i _ ..._ ..... _ .. ,.,.1 "'1+ '`. y y\ *s-. t <y` _ SIUhLI-J]M :+# .. .. . : >r " _».. .ir S1.01 ,. LJ 4 1 1-0 . ,, . ,.. , f , 6 - 4 1 ; S1.01 , IF I I 1 _ coi r 7 OB �- _ 1_ 11 4 � 6>{ _ I 7 p f -_ r 4� .,. SAWCUT .. _ .._: I 4 , r I 9 `` S1 01 I I I - S1.01 l \ .. rn \ 6 y S1.01 f :♦ I I I e ,. j Q STAIRS BY cn BUILDER. SIM ' E E I O I \ I, < oo I I -- 7 E _6 I fl I I I S1.01 1i I} S1.01� 1 i S1.01 r I L_ , , STAIRS BY BUILDER. � 4 MONO NG 0 _ ,, e ,. � `\ � I . ..,.. ! .STEMWALL w t..__._r., � I_.__.,i.,._ -ar__._r_..- T 7� -�t -sr- � I .... ; c . f 2- 5x30 DOWELS ,XX 8 S1.01 , EPDXIED 6 MIN: (TYP) F2. . ,., F; i I I � 6 S1.01 _ - b 4 ^ I s1.0 (, , � V PA ERS BY OTHERS I 4 CONCRETE SLAB W/ 11 -0 8'-10" 6 co L 8 �I 51.01' FIBERMESH @ 1.5 LBS/CU.YD. , S1.01 S1.01 } I;f OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL_VAPOR BARRIER I I F2.0 ----� ;Y I IN PREPARED GRADE. -\ 1 t E n: 15-5 � � 4 6 15-6 iI w. w♦ ,.0 ,..:. f ,R ;x i PROVIDE SAW- CUB`S PER .. I 1 ,ODER TO 5 51.0 B.� _ Y v COORDINATE WITH FINISH I C00 I _� _ _ �_ ._..._ �:._ __� ._ .._ _. _. _ 0 Y N t It I 6 I I. d- .' ,' ' 42-#4x4'-O" �. - s 1 _ ._ _.-_-"""-`3 r'S`♦ - PROVIDE CORNER AT SLAB CRACK'BARS - MID -DEPTH. TH. I 8 S1.01 } ... I FL >> iMATERIAL. 3 r i I z f I LO .,. ;... PAVERS BY OTHERS I_ ( MONO FOOTING TOIk' f STEMWALL w- . ,. I 2-# x 30DOWELS EPDXIED 6 MIN.. TY 1 I1 t t $ f 'l ' - Y _ ?° aN. r :✓n' .-r" tr' !1� f ted-. •I F2.5 9 1 1 S1.01 S1.01 S1.01 77)-Op)7 10'- 3 -2 94)-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)) 1'-0)) 3-#5 EA. WAY BOT. F3.0 3)-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'-O" 4'-0 1'-0" 4-#5 EA.' WAY BOT. F4.5 4'-6" 4'-6" 1'-0 4-#5 EA. WAY BOT. 1. THIS FOUNDATION FLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN, ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FIND. 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. 420 sceola Avenue I' )ax. 6e each, Florida 32250 I Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA#3579 2 0 eayeaeo �ea*:ue 1u�t�itttl►r�,����� �, • d I �. 7 .. r CD 6 Y t'V I • S,' OF I `?i1tPt0{Citlftl{{iU Christon heI, 1 Sabourin PE FLiPE#71461 ! I REVI IONS DATE � I N 0)1 II ! I - I i FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO ASSOCIATE P I R T s Ro 0 MAKING ANY STRUCTURAL FIELD MODIFICA IONS WHICH MAY VARY O FROM THE TENT OF THE ORIGINAL CONSTRUC TION DOCUMENTS. ANY FIELD ALTE ATI N i O 5 MADE PRIOR TO N ! BEING APPR VED BY LOU PONTIGO & ASSOCI TES MAY RESULT IN ! ADDITIO AL ENGINEERING OR � NSPECTION FEES. i 1 0 ` I f STAIRS BY I BUILDER. I ZI'I iL0Ln I Uj I I i 0 I N I` Lij 9 O I S1.01 iIni ® I 0 Yip W I N I a, I I : i 24x24 MASONRY i 0 RY PIER TO SUPPORT POST W ABOVE. REINFORCE w/ U j z (1)#5 IN EA. CORNER. LU S 2 -0 G I 0 _ -- -� U TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER: CONSTRUCTION SPECS. >` 1 CONSTRUCTION SPECS. 5 CONTINUOUS, PROVIDE CORNER BARS TYPICAL AT WALLS GREATER THEN 12 HOOK INTO SLAB.,.... _ » :SOLE PLATE ANCHOR >, 1 #5 CONT., PROVIDE 8 CMU OPEN BOTTOM LINTEL SEE 3 SO.0 4' O HIGH, .NOTIFY E O.R SEE 7B S1.01 CORNER BARS TYP. - MONO SLAB FOOTING AT PORCHES, » ( ) � BLOCK w 1 5 CONTINUOUS FOR TEMPORARY BRACING � ---_ / # .WHEN. SPECIFIED ON PLAN. 2 , LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL _ SLAB ON GRADE SLAB ON SUPPORT DETAIL. " -�-- - ar ., O SEE PLAN. - r" GRADE SEE PLAN. GRADE OR CONC. rr ,- r'� ..,1: ,, � '� - r ✓ - r\ .ter'. y,r e r, : ,r'' r :;:: " -:' SLAB SEE PLAN. ..�' MU STEM WALL �.. T MATCH VR _. 4 DOWEL 0 ATC VERT. # r t ,.� `'` P T SLAB ON '� SHOWER N SLOPES 0 DRAIN SEE ARCH STEMWALL SCHEDULE CMU REINFORCING COURSES 1' TO 6 #4 VERT 0 48 O.C. T TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O. C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE-HORIZ. JOINT REINF. BETWEEN EVERY OTHER - COURSE, FILL CELLS SOLID, rr, rr r' STEMWALL REINFORCINGSEE # :_ 4 VERTICAL DOWELS,, Q 24 O.C. � �r :-�.: � r✓.GRADE - ,�: � -- ,r -r' PLAN. MAINTAIN 4 MIN.. SLAB THICKNESS. � 90 BEND INTO FTG. SCHEDULE w 6 HOOK INTO r. , riI. r 00 q _ t t -SEE PLAN 1 i A VERT REINFORCING , } ... FOOT NG. LAP� \ - 25 IF STEM WALL IS GREATER r r � r t .. i I . : e w r~ AN 3 COURSES. x . 4 THAN E �s I 1 r , r a .. ,. r 4 �.1. � _ CONTINUOUS CONCRETE s T. CONCRETE 'FOOTING CON � ,.r- FOOTING .-'� STEMWALL SEE 1 S1.01 8"d x 16"w 1—STORY, ` w/(2)#5 CO NT ry u..a_ ..<' ....�...3 CLEAR <C 10 d x 20"w - w 2 STORY,.. w 3 4 OR 2 5 CONT , /( )# O# r , -' 10"x20" v W/ 2—#,-) C 0NT. . FOOTING W SHOWER E / R REC 5S 1 STEMWALL FOOTING K-2 3 GARAGE STEM WALL _l'—O"1 1F REQUIRED) S .01IF REQUIRED S1.01 SCALE, _3 4 _ ( S1.D1 ( ) / r r r .TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION NSTR CTION SPECS. ` I 5 CONTINUOUS PROVIDE CORNER BARS TYPICAL STEP SEE 12 HOOK INTO SLAB. _ ARCH. 4 MAX.)( I EQUAL TO SLAB I THICKNESS. SLA, A B ON GRADE 7B @ SLAB. RECESS . SEE PLAN. ELI m WALL FRAMING RICK V B ENE R IS ACCEPTABLE WITHOUT INCREASE OF FOOTING WALL FRAMING SIZE. :. SLAB ON GRADE, � 1" DEEP SAWCUT w/ 8 CMU STEM .WALL W/ _ _ SEE PLAN STEP SEE VERTICAL DOWELS C� 24 O.C. _ w SLAB ON ELASTOMERIC SEALANT , #4 GRADE— - ARCH. PLAN SLAB ON ,.. _ ,' — - 90 BEND INTO FTG. __ _ -_ .k _ .. , �. SLAB ON . ; _,� GRADE, f SEE ''PLAN GRADE ,, _ f� _ __. _. ... Y; . i SEE PLAN 00 NOTES. SEE PLAN ., E r' _ <.:f - 1 PROVIDE-SAWCUT TO CREATE APPROXIMATE 12 X 1 MAX. �. 2 SQ. CONTINUOUS CONCRETE---" �, �, 2 SAWCUT CON SAB W THI w FOOTING C CONITHIN 4 TO ., , .... ,:.. . "., » 3 „ 12 HOURS OF CO�1C. PLACEMENT. bP'TIONAL „ 8x16 3 CLEAR 2 F 1—STORY, w/(2)#5 ;CONT. LAIR » "' 8 x16 1 -STORY w 2 5 CON . w 8x20 � %( )# T 10"x20" J 2—STORY, w/(2)#5 CONT. v 8"x2O" 2—STORY, w/(2)#5 CONT w/ 2—#5 CONT. = i d SAW CU DET BEARING AT INTERIOR MONO. FOOTING 4 STEMWALL AT GARAGE AIL 6 7 GAT STEP D WN » — — S1.01 01 �-OS101SCALE. 3/4 1 0 S1, TYPICAL WALL FRAMING AND ANCHORAGE PER3 PAVER BY CONSTRUCTION SPECS. MATCH DOOR /4 RECESS WITH,.: SEE ARCH. OT ERS ON BOND BEA vi w/1—#5 °a. GRADE, SEE PLAN. PAVING BY x _ �� , l SLAB ON _ » �c - - 8 MASONRY \ / BUILDER GRADE,, z , �w �2 x12 1#5 CONT. _ _ STEM WALL w SEE PLAN. E.J. DETAIL 10B Y t-; o - -' 1- 4 Ca? 48,, O.C. x co �,, , GRADE OR CONC. t - # MATERIAL N r >r \ SLAB SEE PLAN. ' . Y,�I , _ - ti -_. --ifSLAB ON --4 GRADE r ,. ,. ., , r- ✓ . SEE PLAN. 6a ALTAT . FOOTING 1, e. -''. 's • ;<� r r„ BUILDERS DISCRETION. r, ^4 r . `;,�— #3 @ 48 O.C. OR THICKENED EDGE; 8 x8 ROD CHAIRSTYP. �: DETAIL 1 O ( ) w 1 5 CONT. w/(2)#5 CONT. 12 THICK x 20 WIDE w (2)#5 CONT. 8 MONOLITHIC EDGE FOOTING 9 PORCH STEMWALL 1 a THICKENED SLAB �-01 �-O S1.01 P ^FFICE Com i s ✓ 7 No. 1 i • fV o �S� A E F �.w o �w •• A�y L e �a4" 011 I Christopher 1 Sabourin'PE FLI PE#71461 RELIC MONS DATE BEIf IF CD Z:ATION CONTACT LOU SES PRIOR TO =TURAL FIELD CH MAY VARY : THE ORIGINAL :UMENTS. ANY MADE PRIOR TO LOU PONTIGD & RESULT IN JEERING OR FEES. MW .e I 1 J 1 (2)2X6 SPF#2 't I SPF#2 / ROD TERMINATES AT FIRST FLOOR > #0 ICE Ree+ynr�P 'wiwwwww " ���1/// # T SEE 1 S0.'2 TOP PLATE, SEE DETAIL 12/SO 1 ,.> ♦pm��GE +♦o % III POST. I � POS Imo _ SPF#2 ._._ A307 DIAMETER THREADED I_� _. 2 2x 2 2x8 1 2 2 2.6 1 1 ( ) / N 14 ( ) � ROD TERMINATES AT FIRST FLOOR + POST. N /'� TOP PLATE, SEE ..DETAIL ct2 -50.1 N I fo ♦ r I i i IMPS N T SE TAIL 15 S0.1 a S 0 HT5 E DE L _ I FASTEN TOP OF WALL.. .: / N OSB WALL p ••:.•' 4.':, r^ L ,� ♦ 0 TH CON T SHE ,, ,♦ . , PER DETAIL 5G S0.1. I \ , .,,. . N I .. SHEATHING. ti i SH 1 ,� S , s a AMI a TO FRAMING OSB WALL PRIOR G a P _ ! or 15 S d .- � SIMPSON DTT2Z SEE DETAIL t .. � : OUT' , , BUMP. L : E 1 I SHEATHING. � I t. SHEATHI FASTEN TOP:.. OF WALL, r !, Chrlsto h I Sabourin PE rC4 PER DETAIL 5 S0.1.: 1 \ ,. I I � FL PC#7 461 SIMPSON' LTT208 SEE DETAIL 5 SO 1 ri:2 2x6 E x _ ._ f l: W I I D REVISSPF 2 WALL STUD SCHEDULE co POST.OSB WALL SHEATHING. PLATE sruD SIZE E s I Q LOCATION HEIGHT SPACING TO 2ND LEVEL W N r, ,: / 6 O.C. x. 9 1 2x4: SPF#2 C� 1 TOP PLATE. LAP AT R I EXTERIO I i _: N. MAX / _.. t I , \ I t 1 S0.1 _ s D.C. or CHIMNEY SYSTEM SIM TO 2xs SPF#2 @ 1 1 ..... EXTERIOR , I � � I MAX 2z4 SPF#2 @ 12 1 i , FRAMING SEE .. , I 11 6 tt P OF WALL __ , , , I � l FASTEN TO '� � .. ( I - EXTERIOR ,, ?.x6 S F 2 cs 16 O.G. Q S I 14 -o DETAIL 13 4 PER DETAIL 5G I O lr _ I _ „ + � 2x4 SPF#2 C�7 16 O.C. � / ,, Lji O _ ✓ I INTERIOR it x !E , •• MAX ,/� f 1 C'CONT.I ,., w dLI E 2 POST SHEATH THRU .- ,. 6x6 P.T. SYP ;�. � ___ _ � I TTr 2x6 SRF#2 16 O.C. or FIEtD \ �. / ..., I ,I INTERIOR , r X _ { N OO.C. i PERPENDICULAR .WALL � ..=� F MAXMAx 2x4 PF 2 c 12 . `SEE DETAIL � __ I . , -�-..:. , w ABU66 � �, ,�_, O n._:.. I, � _ __ .- O ! , I SEE 1 S0.2 / .O _ , . ... .� - / CONTRACT o ! D NOTES f _ ,. _ I � I .;_�� Q � r s7u -2 S0.1. TYPICAL ,.� .c* jj _ ,;, i ._, d 2 2 _ �•,!} 1 I ! I PONTIGO ( @ ,o O / L _.._.__.__ ___ A �1E _ .:___.__... _.___._. _._ _. ___ 2x10 1 GIRDER - BO,. jr �' 1 ,'� ,: '�., , � F PAN SUPERSEDE THIS. TABLE MAKING w R � r ,, ( ) ,- �: � 1>) WALL STUDS SPECIFIED ON L .... ,.. : l O . .,� ,,,::., , : r. / / .� ...� 7:zN._ .:..._ ..� �. I I MOOIFICAI SHEATH CO a. I II , r t . t WN. FROMTHE, i ,- _.-.� NT , : 11 , r �' ! 2.} MINIMUM STUD SIZE AND SPACING ARE 5H0 i € a I � , t I, F S 1 I I 3 2x12 � I s II I ,I , , 1. I : CONSTRU( ( ) % \ I R TO FRAMING R AY INCREASE STUD SIZE TO Mf ET ! R O I PR Q CONTRALTO M STRAP HEADER L 2x4 SPf 2 (� 12 O,G. s ..µµ € '*:.___._... % F FIELD ALTEF C�- 1T I .�__. ;. x � ARCHITECTURAL REQUIREMENTS, , _ � , _.. I RCI 0 E I I h n I BUMP OUT BEING APPF SOLI EACH END �, I :I N cn - : I , �, � , � I , , I �� I 2 @ 12 O.C. I -. 2x4 SPF -� .. _... ..a:: O ( # e Assoc .. L, - I 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN .(3)2X4 '�:..\. ..: ! I. 4- I l I.. -.. ) ADDITIC � C' �' I I I 3.. , s : E W MSTA24. I ;� �,,..� �. � , , i e � € YELLOW PINE. t 1 _..: I _ ._; IR I SPF#2 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. ._.r. 4 -._._....-Vis.... _._.__..... .. ..__. ,_._, ._...«....._..._: _.�,..,,..,...,.... __...] 6 t y } # � POST. �-- ; L - 3 AB E 1 I GIRDER ' FGO 2 2x 2 w 2 2x12 , E ._. I I . I ( ) 3 2x STUD TOP PLA TE. 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS. I O (2)2X6 - TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16 O.C. O I1\-SPF#,')- STRAPSDWC15600 @ 48 O.C. HEADER I MINIMUM. SEE 3 S0.0 FOR ADDITIONAL ANCHORS AT m#SPF#2 I / r f.. # AR WALLS { a I POST. I I EACH END I I sHE POST. I` i I f I A24. N I w MST �`�.: x NOTES I ## E O 5 o � 1 �- 6.x6 P.T. SYP 2 PO T COMBINED USE PANEL I { , E N N N I I w ABU66. SEE DET IL I / (1') '-' � .-.��,' ` 1. EXTERIOR WALL SHEATHING SHALL BE I I L .,a l N _ J N ii 1 I 2 S0.1. TYPICAL M PLATE TO UPPER MOST , � I _..._..,�.�...___...__, � � (TYPICAL) CONTINUOUS FROM BOTTOM �I _w_ I - I { _._ `- _-�m1.�._._________.�._ _� I I DETAIL 1 S0.1 FOR SHEATHING W i i ! TOP PLATE SEE E / O [ } 1 , : , ( I LOCATIONS FOR MULTI STORY CONDITIONS SPLICE LO ATIO 0 • , I � , I I ; , I (3)2x4 E I I ! N E , _ > SPF#2 1 ,.._„ 2. SEE SHEET So.O FOR ,WALL SHEATHING I O I r _ SPECIFICATIONS. s , m ' F, ; w r. I I I ,, II I , , LJ ``� 2 2x6 I t O j N >,, 3. UPPER MOST TOP PLATE SUPPORTING ROOF r SPF#2 I S S E STRAPPED A SHOWN IN : x I � t N I O �r, `�. # \ MEMBER HALL B STRA E S , I__l-_.::___�:.__�____...t,:____..a_____�.__ � I, Im M 1 DETAIL 1 50.0 1- mIky POST. / W !I Q LL t _ �» I I I I FASTEN TOP I � „;. 4: INSTALL SOLE PLATE ANCHORS PER DETAIL I cs� 1 I 4 OF WALL I 3 so.o r , i / T \ l s Q r7 3. N, I5/S0.1.� I I I ( I I I� i w PER w I � P I m _ I I x E E ! GENERAL NOTES .I \ I Vl Q j I N j I I � F 1- W _ � 1. SEE DETAIL2/S0.0 FOR WALL FRAMING. DETAIL. � I, , , , F T I SEE WALL STUD SCHEDULE THIS SHEET OR STUD _I I SIZES AND SPACING: AT GIRDERS AND BEAMS I r to f 1 I , I ,, PROVIDE STUDS BELOW TO AT AM RD R I I B MATCH BE GI E I f ,II I I X I _ PLIES. I i N t I , i I _. E _ I 2 2x6 L. N I , I WALL E : I I f 1 � €€ 2. SEE SHEET S0:0 FOR ROOF AND FLOOR , I , m , SPF#2 , , I f k I THING , i I # E I I SH , , I ~ - SHEATHING SPECIFICATIONS, H ADER i TRAP HEADER I cn € E I I I i , t , _ I POST. 0 0 T .. � I = s I I , I I -� ; 2x12 : 2 : 7 S0. 1 t R E PE I ,. , , : - 3. _WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I .I r, , , x12 3 2 PLIES BEAMS HEADER' AND STUDS. FASTEN PLIES L........_._-.._. r TOGETHER PER DETAIL 6/S0.0 x(2)2x6-1 1 2 2x6 (2)2x6--- 2 2 6 1 1 3)2x8-1/2 3)2 K6 (2)2x1,2 1 /2 3 2x6 O / � ( ) SPF#2 4. INSTALL SOLE PLATE ANCHORS PER. DETAIL G # SPF#2 SPF#2 SEE 3/S0.1 FOR REAM PO POST. � � 3/so.o S POST. N.. TYPICAL SEE 3 50.1 FOR CON _ I ' S. 'AT SHEARWALES PROVIDE DIAPHRAGM J , BEAM CONN. ATTACHMENT PER DETAIL 5 SO.1 (TYPICAL) 6. FOR ATTACHMENT OF EXTERIOR. WALLS THAT ; TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 I 1 7. AT PORCHES, SEE' DETAIL 2/SO.1 FOR FRAMING I AND HOLD DOWNS i , w CSIB STRAPPINGDETAIL I ,� T; CS18 STRAP w% 10 I END- LENGTH. FASTEN I I• THIS END w 9-10d, I ,I 1 WALL FRAMING III w c G w rI I NO NAILS REQUIRED. FIFA. I, j FLOOR ,I IN CLEAR SPAN. TRUSSES I FF OR JOIST. d , �I o Z� LI , q WALL FRAMING II z • i SHEAR ALL NOTE. SW. 3 6 " CS1'8 STRAP w/ 10 LENGTH. ' FASTEN END LEN S R ALL I THIS END w/ g-lOd. SW. 6 DESIGNATES .SHEA W s „ "FIELD" DO NOT S, NAILING 8d @ 3 EDGE AND ,6 FIELD THESE DRA ARCHITEI SOLE PLATE ANCHORS - SEE SCHEDULE 0N col I ON DETAIL 3/S0.0 I F I G PLAN HAVEN I FIRST FLOOR RA N � SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. SYMBOLS LEGEND OTHER NOTED _ I WALLS 24" O.C. (SW d@3"/6") 4spLE PLT 0 # WHEN NOTED ON PLAN SEE NOTE 2 ---= == SW: 3 6 DESIGNATES SHEARWALL, THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. _ LINTHE 8d @ 8 DESIGNATES 8d COMMONS @ 3,, O.C.-0. C. EDGE & 6 O.C.0C. :.. j i FIELD" j DESIGNATES THE HEADER SIZE; NUMBER I` '1 i, _ (2)2x8 1/2 OF PLY'S & JACK KING STUDS NEEDED JACK/KING SUPPORTHEADER. Lou I --- BEAM OR TRUSS, SEE PLAN I A 5 5 O ANCHOR LEGEND 420 C Jax. Bea u %" A307 DIAMETER FULL HEIGHT Ph: 242-0 THREADED ROD,` SEE DETAIL 12/So.1 FL: Cts # A307 DIAMETER FULL HEIGHT u� � THREADED ROD, SEE DETAIL 12/S0.1 2 2x6 fy j i I 2 2x6 ' it ( ) I tt% � ,r / A307 DIAMETER THREADED 8 (2)2X6 SPF#2 't I SPF#2 / ROD TERMINATES AT FIRST FLOOR > #0 ICE Ree+ynr�P 'wiwwwww " ���1/// # T SEE 1 S0.'2 TOP PLATE, SEE DETAIL 12/SO 1 ,.> ♦pm��GE +♦o % III POST. I � POS Imo _ SPF#2 ._._ A307 DIAMETER THREADED I_� _. 2 2x 2 2x8 1 2 2 2.6 1 1 ( ) / N 14 ( ) � ROD TERMINATES AT FIRST FLOOR + POST. N /'� TOP PLATE, SEE ..DETAIL ct2 -50.1 N I fo ♦ r I i i IMPS N T SE TAIL 15 S0.1 a S 0 HT5 E DE L _ I FASTEN TOP OF WALL.. .: / N OSB WALL p ••:.•' 4.':, r^ L ,� ♦ 0 TH CON T SHE ,, ,♦ . , PER DETAIL 5G S0.1. I \ , .,,. . N I .. SHEATHING. ti i SH 1 ,� S , s a AMI a TO FRAMING OSB WALL PRIOR G a P _ ! or 15 S d .- � SIMPSON DTT2Z SEE DETAIL t .. � : OUT' , , BUMP. L : E 1 I SHEATHING. � I t. SHEATHI FASTEN TOP:.. OF WALL, r !, Chrlsto h I Sabourin PE rC4 PER DETAIL 5 S0.1.: 1 \ ,. I I � FL PC#7 461 SIMPSON' LTT208 SEE DETAIL 5 SO 1 ri:2 2x6 E x _ ._ f l: W I I D REVISSPF 2 WALL STUD SCHEDULE co POST.OSB WALL SHEATHING. PLATE sruD SIZE E s I Q LOCATION HEIGHT SPACING TO 2ND LEVEL W N r, ,: / 6 O.C. x. 9 1 2x4: SPF#2 C� 1 TOP PLATE. LAP AT R I EXTERIO I i _: N. MAX / _.. t I , \ I t 1 S0.1 _ s D.C. or CHIMNEY SYSTEM SIM TO 2xs SPF#2 @ 1 1 ..... EXTERIOR , I � � I MAX 2z4 SPF#2 @ 12 1 i , FRAMING SEE .. , I 11 6 tt P OF WALL __ , , , I � l FASTEN TO '� � .. ( I - EXTERIOR ,, ?.x6 S F 2 cs 16 O.G. Q S I 14 -o DETAIL 13 4 PER DETAIL 5G I O lr _ I _ „ + � 2x4 SPF#2 C�7 16 O.C. � / ,, Lji O _ ✓ I INTERIOR it x !E , •• MAX ,/� f 1 C'CONT.I ,., w dLI E 2 POST SHEATH THRU .- ,. 6x6 P.T. SYP ;�. � ___ _ � I TTr 2x6 SRF#2 16 O.C. or FIEtD \ �. / ..., I ,I INTERIOR , r X _ { N OO.C. i PERPENDICULAR .WALL � ..=� F MAXMAx 2x4 PF 2 c 12 . `SEE DETAIL � __ I . , -�-..:. , w ABU66 � �, ,�_, O n._:.. I, � _ __ .- O ! , I SEE 1 S0.2 / .O _ , . ... .� - / CONTRACT o ! D NOTES f _ ,. _ I � I .;_�� Q � r s7u -2 S0.1. TYPICAL ,.� .c* jj _ ,;, i ._, d 2 2 _ �•,!} 1 I ! I PONTIGO ( @ ,o O / L _.._.__.__ ___ A �1E _ .:___.__... _.___._. _._ _. ___ 2x10 1 GIRDER - BO,. jr �' 1 ,'� ,: '�., , � F PAN SUPERSEDE THIS. TABLE MAKING w R � r ,, ( ) ,- �: � 1>) WALL STUDS SPECIFIED ON L .... ,.. : l O . .,� ,,,::., , : r. / / .� ...� 7:zN._ .:..._ ..� �. I I MOOIFICAI SHEATH CO a. I II , r t . t WN. FROMTHE, i ,- _.-.� NT , : 11 , r �' ! 2.} MINIMUM STUD SIZE AND SPACING ARE 5H0 i € a I � , t I, F S 1 I I 3 2x12 � I s II I ,I , , 1. I : CONSTRU( ( ) % \ I R TO FRAMING R AY INCREASE STUD SIZE TO Mf ET ! R O I PR Q CONTRALTO M STRAP HEADER L 2x4 SPf 2 (� 12 O,G. s ..µµ € '*:.___._... % F FIELD ALTEF C�- 1T I .�__. ;. x � ARCHITECTURAL REQUIREMENTS, , _ � , _.. I RCI 0 E I I h n I BUMP OUT BEING APPF SOLI EACH END �, I :I N cn - : I , �, � , � I , , I �� I 2 @ 12 O.C. I -. 2x4 SPF -� .. _... ..a:: O ( # e Assoc .. L, - I 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN .(3)2X4 '�:..\. ..: ! I. 4- I l I.. -.. ) ADDITIC � C' �' I I I 3.. , s : E W MSTA24. I ;� �,,..� �. � , , i e � € YELLOW PINE. t 1 _..: I _ ._; IR I SPF#2 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. ._.r. 4 -._._....-Vis.... _._.__..... .. ..__. ,_._, ._...«....._..._: _.�,..,,..,...,.... __...] 6 t y } # � POST. �-- ; L - 3 AB E 1 I GIRDER ' FGO 2 2x 2 w 2 2x12 , E ._. I I . I ( ) 3 2x STUD TOP PLA TE. 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS. I O (2)2X6 - TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16 O.C. O I1\-SPF#,')- STRAPSDWC15600 @ 48 O.C. HEADER I MINIMUM. SEE 3 S0.0 FOR ADDITIONAL ANCHORS AT m#SPF#2 I / r f.. # AR WALLS { a I POST. I I EACH END I I sHE POST. I` i I f I A24. N I w MST �`�.: x NOTES I ## E O 5 o � 1 �- 6.x6 P.T. SYP 2 PO T COMBINED USE PANEL I { , E N N N I I w ABU66. SEE DET IL I / (1') '-' � .-.��,' ` 1. EXTERIOR WALL SHEATHING SHALL BE I I L .,a l N _ J N ii 1 I 2 S0.1. TYPICAL M PLATE TO UPPER MOST , � I _..._..,�.�...___...__, � � (TYPICAL) CONTINUOUS FROM BOTTOM �I _w_ I - I { _._ `- _-�m1.�._._________.�._ _� I I DETAIL 1 S0.1 FOR SHEATHING W i i ! TOP PLATE SEE E / O [ } 1 , : , ( I LOCATIONS FOR MULTI STORY CONDITIONS SPLICE LO ATIO 0 • , I � , I I ; , I (3)2x4 E I I ! N E , _ > SPF#2 1 ,.._„ 2. SEE SHEET So.O FOR ,WALL SHEATHING I O I r _ SPECIFICATIONS. s , m ' F, ; w r. I I I ,, II I , , LJ ``� 2 2x6 I t O j N >,, 3. UPPER MOST TOP PLATE SUPPORTING ROOF r SPF#2 I S S E STRAPPED A SHOWN IN : x I � t N I O �r, `�. # \ MEMBER HALL B STRA E S , I__l-_.::___�:.__�____...t,:____..a_____�.__ � I, Im M 1 DETAIL 1 50.0 1- mIky POST. / W !I Q LL t _ �» I I I I FASTEN TOP I � „;. 4: INSTALL SOLE PLATE ANCHORS PER DETAIL I cs� 1 I 4 OF WALL I 3 so.o r , i / T \ l s Q r7 3. N, I5/S0.1.� I I I ( I I I� i w PER w I � P I m _ I I x E E ! GENERAL NOTES .I \ I Vl Q j I N j I I � F 1- W _ � 1. SEE DETAIL2/S0.0 FOR WALL FRAMING. DETAIL. � I, , , , F T I SEE WALL STUD SCHEDULE THIS SHEET OR STUD _I I SIZES AND SPACING: AT GIRDERS AND BEAMS I r to f 1 I , I ,, PROVIDE STUDS BELOW TO AT AM RD R I I B MATCH BE GI E I f ,II I I X I _ PLIES. I i N t I , i I _. E _ I 2 2x6 L. N I , I WALL E : I I f 1 � €€ 2. SEE SHEET S0:0 FOR ROOF AND FLOOR , I , m , SPF#2 , , I f k I THING , i I # E I I SH , , I ~ - SHEATHING SPECIFICATIONS, H ADER i TRAP HEADER I cn € E I I I i , t , _ I POST. 0 0 T .. � I = s I I , I I -� ; 2x12 : 2 : 7 S0. 1 t R E PE I ,. , , : - 3. _WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I .I r, , , x12 3 2 PLIES BEAMS HEADER' AND STUDS. FASTEN PLIES L........_._-.._. r TOGETHER PER DETAIL 6/S0.0 x(2)2x6-1 1 2 2x6 (2)2x6--- 2 2 6 1 1 3)2x8-1/2 3)2 K6 (2)2x1,2 1 /2 3 2x6 O / � ( ) SPF#2 4. INSTALL SOLE PLATE ANCHORS PER. DETAIL G # SPF#2 SPF#2 SEE 3/S0.1 FOR REAM PO POST. � � 3/so.o S POST. N.. TYPICAL SEE 3 50.1 FOR CON _ I ' S. 'AT SHEARWALES PROVIDE DIAPHRAGM J , BEAM CONN. ATTACHMENT PER DETAIL 5 SO.1 (TYPICAL) 6. FOR ATTACHMENT OF EXTERIOR. WALLS THAT ; TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 I 1 7. AT PORCHES, SEE' DETAIL 2/SO.1 FOR FRAMING I AND HOLD DOWNS i , w CSIB STRAPPINGDETAIL I ,� T; CS18 STRAP w% 10 I END- LENGTH. FASTEN I I• THIS END w 9-10d, I ,I 1 WALL FRAMING III w c G w rI I NO NAILS REQUIRED. FIFA. I, j FLOOR ,I IN CLEAR SPAN. TRUSSES I FF OR JOIST. d , �I o Z� LI , q WALL FRAMING II z • i SHEAR ALL NOTE. SW. 3 6 " CS1'8 STRAP w/ 10 LENGTH. ' FASTEN END LEN S R ALL I THIS END w/ g-lOd. SW. 6 DESIGNATES .SHEA W s „ "FIELD" DO NOT S, NAILING 8d @ 3 EDGE AND ,6 FIELD THESE DRA ARCHITEI SOLE PLATE ANCHORS - SEE SCHEDULE 0N col I ON DETAIL 3/S0.0 I F I G PLAN HAVEN I FIRST FLOOR RA N � SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d@3"/6") 4spLE PLT 0 # WHEN NOTED ON PLAN SEE NOTE 2 DESIGN Cs TO c INSTALL TALL SOLE PLATE ANCHORS PER DETAIL _ 1. 3/!;0.0 I 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE SOLE PLT Q 36 - 36 " OFFICE ON CENTER SPACING Y SHE SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1 . FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN, (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou ontigo and TRUSSAssliates, Inc. FASTENING DETAILS 420 Osceola Avenue ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 344 SC: CA# 3579 OUTILOOKERS, SEE J SIM DETAIL 8/SO.2 SIM. A 'CA J. SO.0 SO.0 (2)HTS16 HTS1 6-\ F-HTS16 SO.1 T16 T26 C, Na. 4 L­�- Ll- I- J I M 00 OD n 00 Q Z, 00 61- 00 C3 CD 0 C 0 0 CD C:> CD CD 0 L 0 L LL — LL LL LL ILL LL LL LL LL LL J06 sl E F QQ/ 0 J12 40 0 V2C (D .... .... STU� DIRECTqY� J05 T25 TOP PLATE TO SDWC15600 STUD SDWC15600 Christoph r Sabourin PE Nksb.2)7 J161 J05 8 V21 RAFTER TAILS, F Li P E # 714 61 SHEATH UPPER WALL (2)HTS16 I V22 SEE DETAIL 8/SO.2 --OR T�IJSS TIE DOWN WITH SIMPSON SDWC NS X CONT THRU LOW ROOF REVIS DATE J 0 5 J16 TO BOTTOM CHORD OF- /:=(2)MSTA24 CHIMNEY LOO TRI S /J23 Rafter to Top Plate shown FRAMING SEE Truss to Top Plate similar �SO.2) DETAIL 13/SO.2. V24 Optimal V03 PORCH CEILING SHEATHING 111 1 J16 I u AT BOTTOM CHORD OF-\ PORCH CEILING SHEATHING 39 V S I M TRUSS SEE 2/SO.1 SIM. SHEATH CONT THRU J16 AT BOTTOM CHORD OF -L TRUSS SEE 2/S0.1 SIM FIELDI ALTERATION V2( OW ROOF TO 2ND CD > �T­UUD DIRECTLY CONTRACT DR SHALL CONTACT LOU III I il PONTIGO �i ASSOCIATES PRIOR TO LEVEL BOTTOM PLATE o-1 I'D I Io 'D 11 6 /1,TS1 6 / 1-1 K I I [!. RAFTER,�: TAILS, MAKING A NY STRUCTURAL A[ 2 SEE DETAIL 8 SO.2 MODI Y2"Mox FROM THE INTENT OF THE ORIGINAL IV[. CONS ]ON DOCUMENTS. ANY ATIONS MADE PRIOR TO -U� LL J16 I FIELD AIPTE Sl V28 SDWC15600 TOP PLATE TO ASS NTES MAY RESULT IN %DDITIO,NAL ENGINEERING OR '�'(2)HTS`l 6 L! F -J'0311 HT 116--\,� - ------- STUD SDWC15600 IN PECTION FEES z //1 LVAJ X (o to a e: pe -roo ra ters may be sloped up to and including L co CO CD CD CD C:) 0 C:) a 12:12 pitch and must be "birdsmouth" cut. 0- OL a- (L IL CL I-- F- 1-- 1- r— Z01 X M :C > 2. Reference detail 4 for installation instruction LO X Lo < SIMPSON SDWC INSTALLATION RANGE LLJ Z/ I /"%',/"/ 1-- I = z X X F�fl UJI 55' z C:) V27 1:�\-, S I M. LD LL Sl X 2 C3 . ...... V, SO.1 c; (2)HTS1 6 V215 "A OR -A' Lij Lf) (2)MSTA24 V25 z CONT. THRU LOW - SHEATH UPPER WALL LU 7— ROOF TO BEAM BEL W Lij X V24 > LU V '�X ,/,�,,/X IX r '4\ F V22 7 z "X -oo X//a/ V22 S D NOT DIRECTL L V02 LOW TRUSS iiF:P ii I SDWC15600 X, V21 Reference detail 2a for installation angle limit __V V2 j QL CD cc 00 CD go CD TALLATION LO CD �2 00 co '61- i 00 1 0 C) CD CD 0 — CD CD CD CD C� CD CD CD CD CD CD F- F- F- F- U- u- U- U- U- U- Ff (2)H TS1 6 CNI C14 ce) Cq N 4— 1-— —1 - —; - 1� - j;-, I I H, i I Lo M T1 Rafter to Top Plate shown EE7 — (Truss to Top Plate similar) (2) HITS 16 1 -41 - 8 SO.1 5 2 Uj 2 o Ln SO.1 SO.2 SO.0 VOUTLOOKERS, S 0.1 z RAFTER TAILS, SIM SEE DETAIL 8/SO.2 SIM. ISTUD NOT DIRECT 7 J16 Sl M. SEE DETAIL 8/SO.2 SIM. aE-LOW...TRUSS Do not install SDWC in hatched area 0 Floor Truss Connector Products Manuf Product PlotlD Length Product Plies Net Qty FBM2 20-05-00 FBMI 14-09-00 onCENTERO LVL 2.OE 1 3/4" x 16" 2 onCENTER@ LVL 2.OE 1 3/4" x 16" 2 2 2 Floor Truss Connector List Manuf Product Qty USIP THD26-2 USIP THD46 2 13 SDWC15600 U u Overh 1 1/2- MIN vernang "-I 2" MAX CnkAff- I&I -rA L-L-JIA I KJIN 11`11�1/�IN!ur- TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES TO BEARING Rafter or Truss wl ou a p ate splice) lower plate r-L%.IUM ROOF PLACEMENT tAINU TRUSS 1. STRAP TRUSSES AND ROOF R�FTERS WITH 2-12D TOENAILS & 1—S �IPSON SDWC15600 DO NOT SCALE THESE DRAWINGS, UNCLEAR ARCHITECTURAL CONTACT h*" minimum edge DIMENSIONS FROM IF A DIMENSION IS REFER TO THE DRAWINGS OR THE E.0,R. SCREW UNLESS OTHERWISE NO -FED I � I distance for full values (with or Snlice mov be in unner or I I 4N] ROOF TRUSS PLACEMENT wl ou a p ate splice) lower plate A' from top plate_ splice Offset DO NOT SCALE THESE DRAWINGS, UNCLEAR ARCHITECTURAL CONTACT DIMENSIONS FROM IF A DIMENSION IS REFER TO THE DRAWINGS OR THE E.0,R. for full values STU D FLOOR.AND ROOF TRUSS PLACEMENT PLAN RFl OW rDAVEN'PORT LAN NAME SCALE: 1/4" DESIGWDRAWN/CHECKED — CLASSIC 1'-0" CS AS / LAP DATE SDWC AT TOP PLATE SPLICE 02.07.18 SCALE NS NOTED No. TO�LPA L-18-00165 CONTROL No. 4038 SHEET "IFFICE C^r- U U13y S1.2 T 7 O�Fq SYMBOLS LEGEND _._. DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW. 3 6 SHEARWALL SHEATHING TO BE APPLIED, 8d @ j DESIGNATES 8d 'COMMONS @ 3., O.C. EDGE & 6" O.G "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK/KING STUDS NEED (2)2x8.-1/2 /KIN D E FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN LEGEND ANCHOR D G N 3 A307 DIAMETER FU ,8 L HEIGHT L X THREADED ROD, SEE DETAIL 12/SO.i A307 DIAMETER FULL HEIGHT X5 THREADED ROD SEE DETAIL 12 S0:1 A307 DIAMETER THREADED SHEATH WALL CONT... ROD TERMINATES AT FIRST FLOOR P PLATE, SEED TIL 12 50.1 : L DETAIL 00 THRU LOW 'ROOF TO , TO { GIRDER BELOW 5 /1 (2)2x6 1 /1 (2)2x6-1 /s A307 DIAMETER THREADED U (95 ROD TERMINATES' AT FIRST FLOOR ------------- TOP PLATE, SEE DETAIL 12/S0.1 17i � SIM SON HTT5 SEE DETAIL 15 1 lb S0.1 SHEATH CONT THRU LOW00 Lrl _ E> I. _ I, F TO BOTTOM HORD .. 1- , N I • .. OF FLOOR TRUSS. - . SIMPSON DTT2Z'SEE DETAIL 15 S0.1 IJ ; <c J , I I � IIILdm .I m SIMPSON LTT208 SEE DETAIL 15/S0.1 , _ a._ Iw I Q J , I mow— I;. I_cn� WALL STUD SCHEDULE 0, — f , : W, I I PLATE STUD SIZE I , ILOCATION W , I HEIGHT &.. SPACING ! I F 9 -1 2x4 SPF#2 @ 16 O.C. r € 9 EXTERIOR # MAX J 10 1 2x6 SPF#2 @ 16 D.G. or EXTERIOR MAX 2x4 SPFf/2 C 12„ O;C: ;. 10'-1 TO ( ,/ I EXTERIOR 2x6 SPF#2 @ 16„ O. C. n � � � , 14...0 Ii I , I INTERIOR 10 -0 2x4 SPF#2 @ 16 O:C: iZ' I� . MAX #: i SHEATH CONT THRU_.�., 12'-0” 2x6 SPF#2 @ 16 O.C. or INTERIOR _- .LOW ROOF TO 1ST � MAX 2;<4 sPF#z @ 12O.C. I �I �. I• ;. i I' i 4 I , I, LEVEL BOTTOM PLATE sn>ib Nates. I I; +--.-.---:----. •-:"-- .--.._-.- .- • •: ,•_-.- - { 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE I! \ I E } 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN. ) CONTRACTOR MAY INCREASE STUD SIZE TO MEET I II C I NIREQUIREMENTS. ARCHITECTURAL 0 p F - I 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN Is jj 1 1 YELLOW PINE. JL._.__.1__ r, J 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. 91 W ) 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I - .••- ICL TO CONCRETE SLAB w/16d w/16MASONRY CUT NAILS 0 16" O.C. Q MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT ry 0 SH EAR WALLS w COMBINED USE PANEL NOTES m 1. EXTERIOR WALL SHEATHING SHALL BE I C C14S18 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING a "w ” SPLICE LOCATIONS FOR MULTI STORY CONDITIONS w \,^�` �- CS18 m r I I , ,l 2. SEE SHEET SO.0 FOR WALL SHEATHING J I , SPECIFICATIONS. cn oQ IL I I CS18 C�? BOTTOM OF STUD 12 N 3. UPPER MOST FOP PLATE SUPPORTING ROOF WC, ( I - w � MEMBERS SHALL BE STRAPPED AS SHOWN IN > ! WHERE NOTED. SEE DETAIL I U) DETAIL 1/SO.O d m I ATBOTTOM RIGHT OF PAGE. W I { I 1 4, INSTALL SOLE PLATE ANCHORS PER DETAIL Q D- i I J 3/SO.O k a �o C cnI I <C w GENERAL NOTES t w 11( �. �p m I50.0 FOR WALL FRAMING DETAIL. �I ( / 1. SEE DETAIL 2 -Q W SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, I— PROVIDE STUDS BELOW SHEATH WALL CONT. I � (n 3:WTO MATCH BEAM/GIRDER. p PLIES. THRU LOW ROOF TO- BEAM O BEAM BELOWm I 2 SEE SHEET SO.O FOR ROOF AND FLOOR I C SHEATHING SPECIFICATIONS. S G 3, WHERE FRAMING MEMBERS CONSIST OF MULTIPLE � PLIES BEAMS .HEADER AND STUDS FASTEN PLIES _..__ �__ _-._______ _ TOGETHER PER DETAIL 6 SO.O (2)2x6-1 /1 C (2)2x6-1 /1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL a 3/S0:0 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/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING RA PING DETAIL I CS18 STRAP w/ 10" END LENGTH. FASTEN Ij THIS END w/9 -10d. WALL FRAMING z II w z h' `o J i NO NAILS REQUIRED FLOOR ESI IN CLEAR SPAN TRUSSES OR JOIST. F -- WALL FRAMING I L CS18 STRAP w/ 10" END LENGTH. FASTEN � THIS END w/ 9-10d. SECOND FLOOR FRAMING PLAN LE:, 1/4" = SCA 1-0OFFICE CO%Pl" I a 4 i I jax. Ph` 24 FL: Ci TA o ✓� s b O Hkyr. i i S e i �@F t .:lYC�11161i C1i 1r s toph: r) Sabourin ['E FLIP E-#71461 1V i i I FIELD ALTERATION 5 FI r'L /-kl N DO NOT SCALE DIMENSIONS FROM THESE DPA INGS. IF A DIMENSION IS UNCLE AR REFER TO THE ARCHITEC URAL DRAWINGS OR CO TACT THE E.O.R. PLAN NAME rDAVENPORT - CLASSIC DESIGN/DRAWN/CHECKED CS AS LAP - DATE 02.07.18 SCALE S NOTED SHEET 1. 3 SHE T OF 8 9 I GABLE END 12 ew4��� �pj►i� BRACE GEB01SO. ®� S 2bib SEE 12 S0.2 ® ®® / a - ;. : b� ®b bd o.�` ® .p'L 1a� �a ' Rf [A' ♦�, N ,.+�,. f.y bb bbd d°m • 6 � r T27IN 6rn 00 I a 4 \. i F a /'j I p 110 /^y Cq I ff y� {! o. STU DIRECTLY ff 28 f, . fly TOP` PLATE TO d.� I�IBELDW TRUSS „ I i SDWC15600 STUD UD SDWC15600 6 , Chrlsto h I Sabounn PE T28 I P 1 I. FL PE#71461 I T `USS TIE DOWN WITH. SIMPSON SDWC T28 REV[ I DATE \ ,,. t j _ Rafter to To Plate shown t p Truss to To Plate similar P T28 I i G> Optimal 2 P 2Yz T28 10 I l FIELD! ALTERATION I, E> CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR oc 5TO BEL W TRUSS MAKING ANY STRUCTURAL FIELD p t� 1 5 !I hI i' I II 7 MOX : MODIFICA IONS WHICH MAY VARY I IL _ i I I SIM 1. E � I 2 FROM THE INTENT OFTHE ORIGINAL 50.0 1, p I! I l 44i !I 5 ' CONSTRUdTION DOCUMENTS. ANY T I I 11i I i 28 ,� ,. j (� ( ,� 1 I FIELD ALTERNATIONS MADE PRIOR TO SIM II � .. I � � II R � ! BEING APPR VED BY LOU PONTIGO & I I I !SDWC15600 TOP PLATE TO A SSOCI TES MAY RESULT IN !♦ I. ,, jj I ! r e � �, i � AODITIO AL ENGINEERING OR �.,;. 4� �_._.J ,L�� ... � � STUD SDWC15600 T "... .._:..:.;:_ _�........::..r .rte...: �ss:a:�u ! INSPECTION FEES. Note. 11. Sloped roof raftersmay be sloped up to and including .' _._:.:.::_.....,..._. t?�L__1 " ;... ! a 12.12 pitch and must be blydsmouth cut. ! T 2. Reference detail 4 for installation instructions. , J ! T 5 SO'N SDWC INSTALLATION RANGE T28 IWIP I ..i. " � I I , T28 i Uj Q T28 un W ;= Von b�q d aq.N,on A 0 T28ba„ `�4 �� m , - U Uj L T28 ,�{ I I I ! �.. I T28 �` f STD NOT DIRECT � ILL T2$ B LOW TRUSS 0 ! , SDWC15600 Uj Note:_ Reference detail 2a for Installation angle Amit T28 mLn S WC INSTALLATION T27 SDWC AT TOP PLATE SPLICE I I I Rafter to Top Plate shown Truss to Top Plate similar SYMBOLS LEGEND , y GABLE END HTS16 DESIGNATES UPLIFT CONNECTION. w x' v � 1. F 2 F 3. FRG 4. WHEN DIAGONALLY G PLAN NOl'ES. R TYPICAL ROOF SHEATHING A D FRA N MING, SEE SHEET 50.0: R SPECIFIC-UPLIF T CONNECTORS .SEE .PLAN. MIN. (1)SDWC CO GENERAL DESIGN- SPECIFICATIONS SEE SHEET So.O. „ USING 2 H2.5T CLIPS N 1 i ( } 0 l2 WIDE LUMBER, PLACE CLIPS ACROSS DOUBLE TOP PLATE FROM EACH OTHER. , - ,. , Lou , ;.; ; „. Fonti o and I 3 TRUSS RUS TO L-18-001.65 Ass elates . Inc. _ No. FASTENING DETAILS 420sceol (�� Jax: 6eaich, Ph. 242-01908 0908. _a Avenue Florida 32250 Fax. 241-9557 4038 _ _ ^FFICE FL: CA #4 : 3 4 SC. CA# 3579: I SHEET o: CORY 1.4 { I GABLE END 12 ew4��� �pj►i� BRACE GEB01SO. ®� S 2bib SEE 12 S0.2 ® ®® / a - ;. : b� ®b bd o.�` ® .p'L 1a� �a ' Rf [A' ♦�, N ,.+�,. f.y bb bbd d°m • 6 � r T27IN 6rn 00 I a 4 \. i F a /'j I p 110 /^y Cq I ff y� {! o. STU DIRECTLY ff 28 f, . fly TOP` PLATE TO d.� I�IBELDW TRUSS „ I i SDWC15600 STUD UD SDWC15600 6 , Chrlsto h I Sabounn PE T28 I P 1 I. FL PE#71461 I T `USS TIE DOWN WITH. SIMPSON SDWC T28 REV[ I DATE \ ,,. t j _ Rafter to To Plate shown t p Truss to To Plate similar P T28 I i G> Optimal 2 P 2Yz T28 10 I l FIELD! ALTERATION I, E> CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR oc 5TO BEL W TRUSS MAKING ANY STRUCTURAL FIELD p t� 1 5 !I hI i' I II 7 MOX : MODIFICA IONS WHICH MAY VARY I IL _ i I I SIM 1. E � I 2 FROM THE INTENT OFTHE ORIGINAL 50.0 1, p I! I l 44i !I 5 ' CONSTRUdTION DOCUMENTS. ANY T I I 11i I i 28 ,� ,. j (� ( ,� 1 I FIELD ALTERNATIONS MADE PRIOR TO SIM II � .. I � � II R � ! BEING APPR VED BY LOU PONTIGO & I I I !SDWC15600 TOP PLATE TO A SSOCI TES MAY RESULT IN !♦ I. ,, jj I ! r e � �, i � AODITIO AL ENGINEERING OR �.,;. 4� �_._.J ,L�� ... � � STUD SDWC15600 T "... .._:..:.;:_ _�........::..r .rte...: �ss:a:�u ! INSPECTION FEES. Note. 11. Sloped roof raftersmay be sloped up to and including .' _._:.:.::_.....,..._. t?�L__1 " ;... ! a 12.12 pitch and must be blydsmouth cut. ! T 2. Reference detail 4 for installation instructions. , J ! T 5 SO'N SDWC INSTALLATION RANGE T28 IWIP I ..i. " � I I , T28 i Uj Q T28 un W ;= Von b�q d aq.N,on A 0 T28ba„ `�4 �� m , - U Uj L T28 ,�{ I I I ! �.. I T28 �` f STD NOT DIRECT � ILL T2$ B LOW TRUSS 0 ! , SDWC15600 Uj Note:_ Reference detail 2a for Installation angle Amit T28 mLn S WC INSTALLATION T27 S .2 BRACE GEB01 x SEE 12 S0.2 .. o STUD NOT DIRECTL BELOW TRUSS Do not Install SDWC In I ®, hatched area TRUSS ROOF RAFTER NOTES. STRAPPING NOTES 0 SDWC15600 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH - —12D TOENAILS & 1—SIMPSON SDWC15600 1 1/2" MIN 9 SCRE ' UNLESS OTHERWISE NOTED 2 MAX II -SDWC ._ INSTALLATION RANGE i R0 F TRUSS Rafter or Truss PLACEMENT Jf"" minimum edge distance for full LAN "values with or without a plate Splice may be in upper or splice).,. ! lower plate DO NOT SCALE DIMENSIONS L FROM i THESE DPAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS Ys from to late RA OR P P �. CO TACT THE E.O.R. splice et P Offs for full values STUD NOT S 0 D RECTL PLA FT BELOW TRUSS N NAME ROOF BUSS' PLACEMENT PLAN ; DAVENPORT CLASSIC SCALE: 1/4" = 1'-0„ I DESIGN/DRAWN/CHECKED I CS AS LAP DATE SDWC AT TOP PLATE SPLICE I Rafter to Top Plate shown Truss to Top Plate similar GABLE END SCALE 0 S NOTED S .2 BRACE GEB01 x SEE 12 S0.2 .. o STUD NOT DIRECTL BELOW TRUSS Do not Install SDWC In I ®, hatched area TRUSS ROOF RAFTER NOTES. STRAPPING NOTES 0 SDWC15600 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH - —12D TOENAILS & 1—SIMPSON SDWC15600 1 1/2" MIN 9 SCRE ' UNLESS OTHERWISE NOTED 2 MAX II -SDWC ._ INSTALLATION RANGE i R0 F TRUSS Rafter or Truss PLACEMENT Jf"" minimum edge distance for full LAN "values with or without a plate Splice may be in upper or splice).,. ! lower plate DO NOT SCALE DIMENSIONS L FROM i THESE DPAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS Ys from to late RA OR P P �. CO TACT THE E.O.R. splice et P Offs for full values STUD NOT S 0 D RECTL PLA FT BELOW TRUSS N NAME ROOF BUSS' PLACEMENT PLAN ; DAVENPORT CLASSIC SCALE: 1/4" = 1'-0„ I DESIGN/DRAWN/CHECKED I CS AS LAP DATE SDWC AT TOP PLATE SPLICE I 02.07.18 SCALE S NOTED LPA No. TO L-18-001.65 CONTROL No. 4038 ^FFICE SHEET o: CORY 1.4 I SHEET 9 OF 9_ I