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1895 ATLANTIC BEACH DR-DRAWINGS-21, , , i , � , ! ,,� � i '? '.z �, � I I �, :� , I I ! � " ,, 4 � 1"', _ � I -1 � � � �, I '�i t ! , ,� " � v ��J,,,ril�l ,�,! � I I - . , � � �: � I I �, I � �:, �� � ,� ',� � � : ��� - 1� I I - I I . ? i I .1 11 , I ;, I � I �, I I , I I I ! 1�1 � %�, — � I . I � — � I I — — � f:, � I [,� � , - I I �: i - 4 � , , I i, 11 — I A, �,,J� _,,�i;l� DESIGN SPECIFICATIONS I I I �� � �, I I .11 ��I� 11;i" 1- . � : - I I e, �,,�,I � I I , �, V� 11,F'. 111.��,, � �, 11 1: � �� 1, ,4 ` " - USP CONNECTORS � � :11 � .i �, ,,, V�t �:�� - "�" �4 ,�- I � I .1 , � I I � I I I � � I , ­ I ,I � i , 11� � , , , : '), �� T� J 1Ej I" N"'I , , I I I � , I 1� , ` V "" �_,bl ""'?, I 0,11, ", A 4"i �, IE " �#""',",o,W G G RESIDENTIAL EDGE STRIP (PSF): ; i I I � - I I " . I _ !O i�, �t 11 I _016 i , , � ,,, N CODE � 10 , I I I � I :1 I I I I I , I I j� ,,� � , I � i - , , I ' ' "' E �JGW, '11 D . 4P�� , j"i t'�T � ", ; lb S V I I 'O 0 " EAR AFTER - � !I 1 Y' 101'A 1 THE DATE OF THE ORIGINAL PLANS. � � 1: � , ��, - I'' i �: b I 'ESS * ­83,ii i_ �,',LA IAN1',13EEN REVIEWED 1P N � FOR CODE COMPLIANCE. I I I 1, I I I I I �:�, i�,',, F. I 1, � � � -,"I i'��, � . � � I � I I I � � I I IGWLOADt�`AC I TU,AL AND UNIFORM : I 11 � I I I I I I I ROOF FLOOR I- ''I �ROOE LOADING, , (cd=1.25) (cd=1.00) I I 11 I ,,,,, I TOP CHORD�*_IVE LOAD 20 psf � 40 psf I AD 7 psf (ARCH SHINGLES) 10 psf � � 1 20 psf (TILE SHINGLES) 10 Psf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES GARAGE DOOR PRESSURES (PSF) TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): 1 CAR GARAGE (8'x7') __ +22.9 -28.8 ZONE (PSF) I �_. 1 a' = t'_ 6 " 10 +25.6 -27.7 +25.6 -34.2 1;1,11" 11 I 50 +22.9 -25.0 +22.9 -28.8 -," 2 CAR GARAGE DOOR (1 B'x7') +21.8 -23.9 100 +21.8 -2. � 1 -26.6 I U P LI FT— �� . TYPICA . CONNECTOR I 0. 1 31 X,3" - ALM hr -11\ — — L HEA F)�NAILS ly—PICAL DOt I L T —:::: �1' SYP SPF� , I , FASTENERS FL# CODE TYPICAL STU ) NAII ING: 2X6, 2x8 = NAILS TYPICAL_B�e��� I MaUA-aL-a�1a I � I I ; F-----------, , I I " ,; I 1 - I -0. � ;�� I I ,4 , �,� I I , — 0.13lx3" END NAILS: 2xlO, 2x12 = (7) NAILS MIN. SPLICE LENGTH - MINIM 4 END � ��, � I ­ 450 450 -Fg—)10dxl'/— FASTEN ALL TOP PLATES L I , , � , , 11 — 2 __ __.­_� , 9" LVIL, 11" LVL = (7) NAILS / (16) 0.13lx3" NAILS SILL PLATES FASTENLH -_ACH END , �,� -z USP RT7 - I � I - (2) 0 2x4, TOGETHER W/ (3) ROWS "P-1 I . ,'� 585 495 14" LVL, 16" LVIL = (9) NAILS 4 4* -4' �,, - (5)8d EA. END — — — (3) 0 2x6, OF .13lx3 @ 12" D.C. STAGGERED. � kILS � "', 1: -1� � e;__k "I e ,; I ,� USP RT8A 1 775 650 _. (5)10dxl'/2" EA. END TYPICAL WALL FRAMING NOTES: 1 (4) 0 2 - x8. SYP#2 i < 6'-4" (2)2X4 SPF #2 (5)12d TOE NAILS ------------ I ., - I - r , ----j I — � 4 8'-4" � SYP #2 (1)A3 1, , � ,;,", �,' ,,� :­ � , I USP MTW-12 1195 860 (7)'1Odxl'/2" EA, END 1. I ROOF SHEATHING, I _ SYP#2 DBL. HEADER, � ( )2x 4 + (4)12d TOE NAILS � : I ` 6"MAX < 12'-O- ( 2x I A ­,,,", '�, 1, '_ 1450 1245 SEE SPECIFICATIONS. l-_____1 . MIN. I � f I ___ (l2.)lbdxlV2" EA END ALL WALL STUDS.. 1 4'-O" 5 SYP #2 1(1)A35 + (4)12d TOE NAILS �j 1�_ BOTTOM CHORD LIVE LOAD 0 psf . RE ALLOWABLE WIND PRESSURE VALUES (ASID). USP MSTA I --- I 11 , 10 psf THE 24 1640 1455 (9)10d EA. END i I � I I I I , _ �, 1- � — - ,� � I �, I — — ... � I �, �� K,1� � 11 . . r I , ��,'­ :, % --;065 2065 (13)10d EA. END ATES. I 2X -BLOCKING ONLY ­'�_, - D LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE By 0.60 AS PERMITTED BY USP MSTA36 2. USE SYP#2 FOR ALL TOP I SEE 5/SO.O. DEFLECTION CRITE IA: � 11 1-1-1 L� R THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION ' — — _1-1, ,�� 1_-,'-,, , I ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP LTS208 1 1105 _T105 '/2"O ROD, TO FTC. — I REQUIRED IF SHEARWALL. RAISED HEADER i Lou Pontigo a n d FLOOR FRAMING: LIVE LOAD L USP JUS28 l,3b�____i—,3o5--(6jlOd —TO HEADE-�-- 3. USE SYP#2 FOR ALL I I I I � i AssOci ates, Inc. — I I '-� 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 '/�I"o ROD TO FTI I 26.9S gPFD RAI M110 NIMIA, L.D, E�D, P,±..L,, 0.75" MAX ANY CASE �_— I POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. J, I L BLOCKING I i WIND LOADING: LISP HTT_22__�_3_7()__��3_70 — - 4. ALL WALLS SHALL BE : I � FASTENED w/ 3-0.131'*x3" � _� TO FT�C. I I I 1 120 Osceola Avenue __V 0 ROD� BALLOON FRAMED FULL EA. END TYPICAL. — — I — I HEADER 0 LINEAR INTERPOLATION IS PERMISSIBLE. __2535 1 . z_:::::: i ASCE 7/10,FOR ,WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LI V�"o ROD w/ (1,,,)16d HEIGHT TO ROOF OR FLOOR . I � SHEATHING MAY EXTEND 2" � - � I I MIN. DEAD LOAD'CONDITION OF 5 PSF TOP CHORD AND 5 PSF � ------ I Jax� Beach, Florida 32250 ­ - BEARING ELEVATION, U.O.N. ON 1, L - - - - - - i ARCHED PAST BLOCKING- WINDOW Ph. 242-0908 Fax. 241-9557 � BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS * D MINUS = SUCTION. 2535 5/,"O ROD w/ (12)16d I PLAN. :IERMANENT TI LISS 8d TRANSOM SYP#2 HEADER, ATTACHMENTS MUST ' I OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USIP MSTAM24 ____ —_ TO TALLER STUD w/ OPTION PER PLANS. ANCHOR INTO 2x MATERIAL. FL: CA # 8344 SC: CA# 3579 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1545 L3RACING BY OTHER. COMMUN I .. I 1455 (5)'/,,".2-1/+ TAPCONS 2 -ROWS OF 10d COMS SEE RIGHT. � BY 0.75 WHEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WfNDOW/DOOR MANUF./SUPPLIER & SHALL MEET I I I — 5.) FASTEN BOTTOM PLATE OF � I 0 3" O.C. 0 12" O.C. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. � INTERIOR LOAD BEARING KING STUDS, I BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH a I SIMPSON CONNECTORS I WALLS TO CONCRETE SLAB FULL �HEIGHT ANCHOR WINDOW SILL SEE '*,_� �� � IMPORTANCE FACTOR - - - - - - - - - - - - - - - l.CO a I I W/lOd MASONRY CUT NAILS @ AT INTERIOR WALLS � 11 SEE PLAN, I I ­_ I 4-H-.�- ' I —_ �_TYPICALLY %- FULL D21QAL_S= SILL SIZE AND I I , %jtl eft - MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 20.0 FT a - I a UPLIFT 1 48" O.C. MINIMUM. SEE HEIGHT THREADED PLATE NAILING C_­­� 11VIN - - � 0 0 - a _kH_)-_ CONNECTOR I FOUNDATION PLAN ADDITIONAL � � AT TWO STORY ,Oow�;', t� %A- 114- I I J 6'_','N-. � . I 0.13lx3" TOE NAILS: EACH END. i ONS, I -3 - - , V1 V1, . ­�. Oj I'll, RODS 0 6'-o" O.C. WINDOW SILL SEE PROVIDE SOLID I ONDITI IG �11 ,N 0, - r , I I 'FASTENERS ANCHORS AT SHEARWALLS i CIL 2 1 1 1 -_ SYP SPF 1 3 OCKIN S - v - ::� I 1/1 —I'— — : BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 11 A35 I , 450 450 � 12-,8dxl (3) 0 2x4, WITHIN FLOOR SYSTEM AT ALL 91� t- 10446.4 � (4) 0 2x6, 11, , 1�: � C.e _1� I I I I UPPER LEVEL POSTS & JACK -. 'J� I EXPOSURE CATEGORY - - - - - - - - - - - - - - - C H2,5T � I � . � 1�' 0 ;,,- C:) 4-9� DENOTES EDGE STRIP. 60,01, , 520 -8d EA. END ,' 1 (5) 0 2x8. ! STUDS. f i�: I -6 Z , V! - - I , 1, 11 I , — 5 — 11478.3 BLOCKING ONLY REQUIRED I . 4 � N I 't . I ENCLOSURE CLASSIFICATION - - - - - - - - - - - - ENCLOSED I SEE C & C CHART _ � i ; I . 1 . r - . 1 � I HTSI 6 1 INTERIOR RFAIRIN LNA�jL_,- � �, . � I SDWC15600 SCREW I * : I I Ill 1 50 16-10d EA. END 10456.6 . "11 2 . ---� AT SHEARWALLS AND - PT. SYP#2 . . z . * _�; 7� INTERNAL PRESSURE COEFFICIENT - I ABOVE FOR 'a' DIMENSION __ I _E I I __ I : � . I - - - - - - - - - ± .18 1 " MTSI 2 1 000 860 , 7-10d-x'1V," EA. ENE iG STUCCO FINISH. \ . - SEE 8/SO.O. ; ; ; . .", I 1 10456.3 AND O.C. S 1ACIN - i / � * r - I 11 - 11� — . i �� -, .. � - HTS20 145b"� ' �, , I 1: I ,,,� S OF i L- -1 — �" %, j 1245 , 24-ibdxi'/," EA. END 13872.3 1 WALL SHEATHING — . I111 A A .'.. ;�j 't� ._� 11��_ <z) , � — .. ,� ­ ,,, ,, �, "i� — I t. MSTA24 . �. � N �L I /// Q ' - - MATERIAL SPECIFICATIONS -1 1 76�' , '1270 CONTINUOUS BLC 'KIND- 11 I SEE DETAIL 1 /S0.1 , A* � � .­�, � .i -i Id � _' _. 11 1% I r,- . I . -1 -a-'f- _f �a - I I I — 9-10d�'EA. END 13872.4 , - . .. � ..:. .. I .. � � ." 1. — - .- '41 0� , , . . 11 I -11, $1, I I - I — WITHIN FLOOR S ,STEM 11 � - FOR SPLICING ... �� ..- '. ,-, I . :1� �, .. � �, � . � I I I I ,�",. , I I � . _.. .. 1\ Q .1 . . I I I N 2dsb , 1870 D � WHERE POST IS ABOVE, I 11 . - .,� '4� - � . .V. � I , U , I.' , I ­ �, "I I �­ - i - �, I � � �, � .''�,:�_ � I . . �� - S�1' _� . . I � I 11 � . �. . " �, . 'N -P ,�� � 11 I - . S: I - I I — 13-10d EA. EN 13872.8 � OPTIONS. I . �� I I I �1� . , , -� , I I .1 , � 1 , '_�, _� I ".k,% . I __ - a MSTA36 11 I __ _ 16d COMMONS I PLAN, ,. � . I ��� "I 11 :, � A - � 0 8" O. C. — . : � . I I � I , �, - - -11", I . 18-16d TO TRUSS/3EAM I . I 1. ,�4; � '' � I . i ,111�_, 11 : I . I ; ASTM A 307 OR ASTM F 1554 GRADE 36. 1 <3 1 a ' 8d : FLOOR SHEATHING.'- - - 7 WALL FRAMING AT I WALL ; C � DED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] - HTT4 I I 1 3480 3080 1 1, 1 11496.2 C I OMMON I i 2 � � 'I Ra . 11 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). � —� — 1-5/a"O ROD TO FTG SEE SPECIFICATIONI!s. I PLATE CHANCE CoNpITIoN _j� �GAT ' X. MIN. 1 Christopher I Sabourin PE - I IN I LITS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. I I I � " - I 32-16d TO TRUSS_3EAm, � — 0 3' O.C. ... " I RAISED H:ADER CONpITION I S= - i SCOPE OF SERVICE H TTS 1 5260 4670 — / �, I - - I PLATE BREAK I SEE S�CHEDULE� I F L P E # 7 1 4 6 1 1 1 — . � I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 11496.2 I BUILDER MAY CHOOSE EITHER THE DROPPED � EXTERIOR SHALL 13E GALVANIZED. - I __ 1-5/,"o ROD TO FTG , , : I I I . 1 , I MEANS AND METHODS: LU$28 I � � - � 6-10d TO HEADER , . I I I I I I LHEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT � I I �93b , 780 —_ I TYP I - i RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 1 10655.113 1 ICAL WALL FRAMING DROP 'ED HEADER cbNpITION REVISIONS DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/,-, FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES; PRO- 4-10d TO JOIST I I I n DATE I CEDURES, OR I —_ I � I ;1 I SO.0 i LARGER THAN REBAR SIX AND 1/,," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d TO HEADER I I � I I , (U. 0. N.) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF HU4jO 1 905 785 — 10531.36 L - - - i , I 1. . I _j I I I J I 11 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT — 6-16d TO JOIST" . I SOLE PLATE ANCHOR ; I EPDXY,ITW RED HEAD A7 I — 10849.6 1 1 - - - Q& HOLD DOWN. � I (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABIJ44- 2200 5/."O ROD EPDXIED 6" —MIN— SYP#2 DBL.j - _`L -SEE 5/S0O. SEE l/So.l.-/1 I ABU66 2300 , 1 — TOP PLATE. I 2Y4' ' ED ! REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAL ENGINEERING DESIGN RE PONSIBILITIES: — '/."O ROD EPDXIED 6" MIN 10849.6 . I WASHER PUSHED I I � I I � � — I STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 56. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET � N/A I N/A SIMPSON EPDXY�2f!E — 11506.4 BLOCKING ONLY REQUIRED I BUTT JOINT i . I WELDED WIRE FABRIC (WWF): SHALL BE ASTMI A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, — — I __ i 2 -Y4 - � I � - - AT SHEARWALLS AND -/ I' I � � D/BEAM/POST I I � � 20B 1675 1675 � STUCCO FNISH. I TO OUTSIDE . - ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 11496.3 1 � I I SEE DETAIL l/S0.1 � LAMINATED VENEER LUMBER (LVL). WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT 10-16d TO STU — WALL SHEATHING — SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 l---'/,.-0 ROD TO FTG. 1, I I FOR SPLICING i I - I � MODULUS (E)1�900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY 805 695 —10-10d— 13872.5 1 1 OPTIONS. � ELAN -AEA � I I - . I �, I � I I . ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. . CS16 11705 1705 13-8d - FULL HEIGHT �, I I . I � FIELD A TERATION I . — I I � 1 10852.1 SHEATHING 1� RATED SHEATHING, I I I I BOUNDAF I OF I SHEATHING. PONTIGO a ASSOCIATES PRIOR TO I __ - TO BE, I I PT. SY 12" 1)� . SEE GENERAL NOTES. CONTRACTOR SHALL CONTACT LOU 1_%J1j I I W 2 1 GENERAL NOTES El CONSTRUCTION SPECIFICATIONS CONTINUOUS I I SIMPSON TITEN HID. SILL PLA E. I MAX. MIN. I . . I . . . . .. . . . . . . . . . . . . . . .. . MAIZING ANY STRUCTURAL FIELD FLOOR -SHEAT I ATIONS . — TO UPPER —11,NIMOR--BEARING I � EXAMPLE OF PANEL . . MODIFICATIONS WHICH MAY VARY I I I TOP PLATE. I EDGE w/ BLOCKING . . . . . . FROM I THE INTENT OF THE ORIGINAL 23/32' T&C OSB OR PLYWOOD SHEATHING, CLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD -1 I I I 11 ­ I I I , SOLE A BR AK . CONSTRUCTION DOCUMENTS. ANY � I I I I 11 I �, � � � � � I I'll I � : � ,� � I � FOR STUD SIZE f SECTI )N VIEW I WHERE REQUIRED BY . . . . . � . FIELD ALTERNATIONS MADE PRIOR To I ROOF SHEATHING 5PFC-IFICATIONS6 I I I AND O.C. SPACING. GENERAL! NOTES. . . I I I I � I I BEING� APPROVED BY LOU PONTIGO & . I I I 111111111 : I . . ASSOCIATES MAY RESULT IN I 11 1, I , . I � - I I I i . . I I . I I ,,, I SOLF . . ADDITIONAL ENGINEERING OR 5FUNG - MIN. 7/,,, ", 24/16, APA RATED OSE3 OR PLYWOOD SHEATHING, NAILED w/ 0.1 13x2" RING SHANK NAILS 0 6" O.C, EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING To 4- 1 1 PLATE SOLE PLATE ANCHOR SCHEDULE I . .. . . .... . . . . 1. . . �, INSPECTION FEES, / LE - I I O.C.' WITHIN 4'-O" )F ROOF EDGE). I . . . . . . ..... . . . . . . .. .. . . .. . . j I I I 8d 0 3" SEE DETA LS SEE DETAILS RAISE Y,3" FROM EXT. WALL SH NAIL SPACING AT . - . . 1*��� � TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING - ON S1 BOTTOM ANC� 1� ffA—RWALLS — I I TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). .01 _�� ON S1.01 ,017 SOLE I 11OF SPACING WASHER EMBEDMENF EDGE SUPPORTED EDGES, . . . . . . . 1, METAL - MIN. 1/2-, 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0 , I I � � - _', PLAN AN�'F — SPACING SPEC. DEPTH DISTANCE GENERAL I NOTES. . � .113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT G ' I F _,_ I Z_ - F- I 11 - _� - - _l W/Bd _ ASTEN _W0 EPDXY 11 .. � � . I � I AB DGE NAIL SPACING TO 4" D.C. WITHIN 4'-O" OF ROOF EDGE). 11 -1 11 .� - - -I F - COMMON @ 42"" 24 3x3xO.229" � .. � . . . � WALL SHEATHING SPECIFICATIONS: I I � - -I c � 3" 1 —_ I . � � I I I .1 �� � ... . . LL IA O.C. I )�"04" TITEN HD . � I . 11 I k I . '. * -1 � : ,� t. ,� .. -4 . - - _. ,­ . I � 42" ,- EXAMPLE OF UNSUPPORTED . I 1� I I . � � I x:111 - 7'. I ; �, - -.4 : - � IT., I I � ". :��o � ! . . I . . I . - .. � . : ., .- - � - * . � .- . , : . . 11 - I NOTES: EDGE, - .. ; . .. I - . � 11 . WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDE.140) BRITTLE FINISH. LL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. . .. . "L� - . .. - I I � 1, � U * I . . . � FLEXIBLE FINISH WALLS INCLUDE: TURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EPCE­-AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FLI I ­ ,, I .. . . I �, NEL FLEXIBLE FINISH -MIN. 7/,,", 24/16, APA RATED I I 0- � , 4 �i, (UNB . � I I I � - 11E. .. - � (TYPICAL). . . . . + . I � - . I L - - - �' . � . , , I A i . STUCCO FINISH, -MIN. I - 7 Z I I 1 - SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND"AD4ACENT TO I i . . .. j � - - - - - i - _ � "L I � . . 1 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 19D 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM 130TTOM PLATE TO UP I - ]I-. BREAKS AND KING STUDS. � NAILING TO INTERMEDIATE .. � bd SONR C� I I I . . r� - - - - - - - - - i L - - - - - --- j, I I . I I � I :� i - I . I 1 2. WASHERS SHALL BE SLOTTED. SUPPORT IS 6" O.C. MAX. . . . � U I � � I" - I 1, ; ROOF � 4< un I I ; TRUSSES, OR � 11 � 3- AS AN ALTERNATE TO THE 3"X3")W' V/ " i - - CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I 1'� � S�UM P� MORTAR SHALL CONFORM TO ASTM C270 AND TYPE Im OR S. TYPE N MORTAR MAY BE USED N BRICK VENEER. - PLATE WASHER, A 3"X3 , - 8 W � I -1 ___ - I. " . I I �. � - .1 I I I �, STEEL WASHER MAY BE USED. I 1/1 IV, "O ROUND I � _T� FLOOR JOISTS. : MASONRY HAS 13EEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALI BE CONSTRUCTED IN ACCORDANCE WITH AC1530,1-0,5. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF TOR Y I (LION). C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO ' SINGLE S MULTY STORY CONCRETE MASONRY UNITS (CMU): I � I I T -T - 1 � 11 �­ I " � Uj n I ''I 1 17, -� Typ - I � Uj I CMU SHALL BE IN ACCORDANCE WITH ASTIA C90-75, HOLLOW LOAD , . WAL L__,S[X,T1ONS � . — 11 I , 11 1� -BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. 11 -_ _71`% \�A 11 I � I ,- i - , I t , _;- 1, - ; ,mkITH A MINIMUM ,COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT, ALL CELLS CONTAI� ING VERTICAL VSO.O/ I � I 1*'�4ROOF AND FLOOR SHEATHING NAILING I ^010% REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1 , 1 1�3� SOLE PLATE ANCHOR DETAIL Et SCHEDULE -02 IN THE BOTTOM OF COURSE OF MASONO W!F-%,THE WALL HEIGHT EXCEEDS 5'�o". �-� �� 'Iv, SCALE: 3/4* = 1'_&�—, I- - 1, ,� I - �,� I I" - , ,�z , — - � _14� . - � I I ­ I , � I MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTIM C90E, E GRADE N - ­ � 7� 1 . � k1"_10 . 77 LIJ I I I _­ : ; I - ''I SO.0 SCALE: 3/�" = 1' I --1 � - I �1.1 ,*,�,, � � ': " - , I I �, ,2*', , -0" 1, I � 1, _1­111,�,�", � WI TH RETE M JRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BDNID SHALL NOT BE ­ - - �Z, �,�,,� ,1�1,11­! I I ,,�, . I I I I 1A - - -1-11 � ." I , FORCED TULL HEIGHT I � , ,'_�, __ t , - � I �,� I � "I � . REINFORCI-W WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REIN � _ - � Uj , PEA ROCK CONCRETE GROUT. SPLICES IN � �IN � �, USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI, I HOLLOW CONC '_ ��` - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECT) - � �, A4�_, : , - , I ,�c I ': 4W_ ­ � I I rl - , , ,I �� ; DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCFMENT A_T_-,_4%V_O, -IONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR I ­. , , - I I -, U LLJ , - l/Sl.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 11 - , _� OTHER COURSE), AND VERTICAL REINF. SHALL BE INCRE %SED AS, NOTED ON I 1 12. '%411/2 " � 6' - � I , ,� b�� I I ! 1 (3) ROW OF 10d - - I I � I -, I "I I I , I I � �11, 1�� - �, I L, " � I I " I CLAY MASONRY (BRICK): :, , , ��-,,�, ­,�,,-,,, `� I � : I � I I � 1: � I �, I .. ,,,,,,, I, - � i ,� I I . " O. C. � . ,,, . I - �, I L � I I I 1 2 PLY NAILS @ 8" O.C, I I � , I I �'1111, , - � SIMPSON 11 I I I I "I I I I , � ", 1, I , � I , I I � I,- I BEAM. . STAGGERED - " I I SDWC1 5600 1 - . . I . 11, I I BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I " ! � it— �— < . . I"'!- �i f,ONrRETE SPECIFICATIONS* I I 11 �, SEE ROOF . I- - 3 PLY BEAM. *1 -1" . �'� I I 2x4 BLOCKING 11 I 1_� 04 C14 1 1 �' � i I I . \ ", . 024" O.C. FASTEN I L � yl I � ,� I � CONCRETE AT -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 EXTEND SHEATHING 'VERT. I � 1 , . "-2x4 MEMBERS- 1� -1 ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 FRAMING I I GARA I GE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 0001 -PSI A' YS DETAILS. (1) ROW OF 10d � . 0 Z 0. I 11 � .�� � -1 f GEbIERAL NOTES: I I - - - I ,�, �,� 1$4 - T6 TOP OF TRUSS AS SHOWN. 1� 4 - (4) ROWS 12d . NAILS @ 4" O.C. ,_� �: TOENAILS. I I 11 - - - - % , I PROVIDE 2x4 BLOCKING AT 12" O.C. , . I I ., I 1:1, . � � � 1, I EQOTING ANQ I FOU DATIONSm I AT HORIZONTAL JOINTS. ROOF SHEATHING, I SEE 9- .- EA. SIDE. . 2_x6 MEMBER& in I � < Uj � I FOOTIN ;- 11 I �, - I , .11 11 I I I . I �� I 9-oll SPECIFICATIONS BELdW. (3) ROWS 12d �� �� _1:1�_ (2) ROW OF lod ___L_,;__j STUD BELOW ^^ ` ' - 11 I I : � I ­ �, NAILS @ 4" O.C. . I GS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL 13UILDING CODES. FOOTING HAVE 13EEN DESIGNED WITH A SOIL 13EARING (DESIGN MAXIMUM) OF I' `VE�,STIGATION �REPORT'IS RECOMMENDED To VERIFY SUITABLE 2x SPIF BLOCKING HEEL ;w - . I PRE-ENGI W - 11 PLATE AT BREAK. Ln 1 2,000 PSF. A SO LS�'��I� AT 12" O.C. LOWER Top 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 AN' I I EA. SIDE. 4-10d i Uj SHALL BE COMPACTED TO A MIN. OF '957.' MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 D CQHESI�VE (CLA`0 SOILS. SOIL COMPACTION AND FILL RIPPED To FIT - `�',�," I i OVER LAP DOUBLE i �,��,-, I I I I I 1, I ROOF TRUSSES. '�,, :'2 & 3 PLY BEAMS TOP PLATES. I II-_ D I -, I FOUNDATION PLAN ONLY CONVEYS STRI � AL INFORMATION. FOR GENER ' 'i :_ I I WITH GAP SHOWN. - R I 1. I 13L " 2x4 0 _2Aa_EOU I ORTHOGONAL VIEW tLALL INTERSECTION i < I : . 20�p 1OS I I , � � � � , I , 00 'C_ I AL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE 0 - , '1�1 I . I I OFCORNER QQNDITIQNS � , , � FOUNDATION PLAN SHOWN ON SI.O. N - DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT - I ,, � DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) ­ I I I I - I I < n I SIMPSON �, _. I I'll - t I (3)ROWS OF 5" � I . SDWC15600-'-,, I �� t_ I � 11 - � I � TRUSSLOK (3)ROWS OF 6�Y4- I � PROVIDE: CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORN M � SEE ROOF I I I I TRUSSLOK � . � 0 r, LIJ AIRS. FRAMING � I I I I ENGINEERED WOOD ENGINEERED WOOD I . I BAR DIAMETERS I ER BARS, MINj,MUM OF 40 BAR DIAMETERS INTO EACH ELEMENT, SPLICES IN REINFORCING, WHERE PERMITTED, SH 1 1 . 77, UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND ESH SHALL�BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CH I I I I __ I - IL � I I 11 11 FASTENERS 0 24"o.c FASTENERS 0 24"o.c CONCRETE SLABS ON GRADE: 1� I A , I PLAN FOR � SIMPSON I ,% AS SHOWN ',I I � R_ ; z 11 DETAILS. SH THING MAY DWC15600 AS SHOWN �� � I I , t SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER C Sim TERNINATE AT SIMPS4 SEE ROOF ` I I \ 1 3 In I AWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS SDWC1 00 TOP OF DBL SIDWC1.5600 FRAMING . � I LEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN 3 -PLY I MNQITIONS I � TERMITES. aAMC��- FOR CONTROLLED CRACKING CUT A 1" S PSON )N_/ S � QQRNER LNALL INTER -SECTION 56 00 . SEE NOTE 1. TOP PLATE. SEE NOTE, 1. I I . THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 4 -PLY I I i WOOD FRAMING SPECIFICATIONS, I �, NQTE& I ��� � � � - - 11 I . I - DETAILS. � 14" LVIL E P � 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. i � � I 1, I - TYPIC& CONNEC-nON I 11 I -1 I 1 2 ; L SOIL S I IoNS (NDS) FOR TRUCTION,�-LATEST EDITION. ALL WOOD MEMBERS 5" < HEEL < V-00 DENOTES 3%0.1311" GUN NAILS @ 6" O,C, VERTICAL, ! ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECFICAT �— '3 a-- , I S I NOTE& I " . . DENOTES SOLE PLATE ANCHOR SEE SCHEDULE. - I I I I FASTENER S-�SHALL BE HOT DIPPED GALVANIZED. IF ACZA � PRESERVATIVE S U ED, ALL ATTACHED FASTEI'4ERS SHALL BE NOTES: ,� - 1. TYP. CONNECTION AT STUD COLUMNS, i I- 4. OLE P�ATE ANCHOR NOT REQUIRE6 WHEN HOLD DOWN IS INSTALLED, i HALL BE PR SSURE-TREATED. IF, ACQ OR NON --DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED OR IN CONTACT WITH MASONF Y, CONCRETE OR Uf EL_<�� 3' STAINLESS STEEL. � I I � I 1 5. S � 0 0 PRE-ENGINEERED VOOD_T&US50. 1. TOP PLATE TO STUD SD NC ONLY REQUIR JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. I I CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE I , OW TRUSS, � 1, PTION� ARE SHOWN. � I � 2. H2.5T MAY BE SUBSTITL TED FOft TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T I � I i � I U I i � RIFY THAT ADEQUATE TRUSS BE, AT TOP PLATE TO STUD SPACE,10 48* O.C. ,­ y 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I AIRING IS INSTALLED AT ALL TRUSSES AS i I I ; -TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'CO ROO I IN ADDITION TO (2) PLYS 1k I j INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS C 100. CONTRACTOR SHALL VE SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AFT ED WHEN STUD IS DIRECTLY BEL - 0 ; RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS &CONNECTION FRAYED WALL CORNER AND � SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. JAMENTARY' AND F - TP,U! ' I - I , � I VERING SPECI I 11 . WHEN USING (2) STRAPS ON I 1, r6 -**N BUILT-UP MEMBER FASTENING 1 7 INTEI�SECTIONS STUDS CONFIGURATIONS ��" FlICATIONS, . � 4 \1� I I I I �, SO.0 SO.0 I I I - I : KING STUD To TOP PLATE: \�2_ Y I � I 1�_� � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND 13E INSTALLED ACCORDING - I I AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. 11 AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL 'ROOFS 'SHALL COMPLY TO THE MANUFACTURER'S REQUIREMENTS. CLAY I 11 I I I � - - I � TRUSS TO PLATE: � I � I I NOT�-REQUIREID AT GABLE ASTENING: I i I ACCORDING � TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WITH ASTM E1514 AND BE INSTALLED I I 'SL OR k, I I SDWC SCREW � , I I I I . :1 END OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED 10-P PLATE To HEAbE FASTENING- , �, � DESIGN WATEIRPROOFINGb , I - I KING STUD To Top PLATE- I , ". L ., I FOR GABLE ENDS. 1� - . , I I SDWC15600 SCREW :- THAN 4'-6" 11 I I I I I � � THE, CONTRACTOR, SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. I - SEE DETAIL A] RIGHT. NOT REQUIRED I I � I ; I — � � NOT REQUIRED AT GABLE- TOP� PLATE TO HEADER FASTENING: " " - FOR GABLE ENDS. i I : I I � " I � � �, ; I I 'CRITERIA I ENDS OR OPENINGS LESS SEE DIETAIL AT RIGHT. NOT R RED / I " I I (_ IFOW,tABLE ENDS. I I � i WOOD FASTENING SCHEDULE THAN 4'--6. , I ,� / i �, � � - I I I 1-1, � — . - 1� I I "Z�,, I , ,� � . I : .1 - 1. - . �. " I � � ,,,4�!, � I BRICK NOTES / LINTEL.!ICHD PLAN LEGEND AND ABBREVIATION'S \, � I I �,,.�.� i AND I MEMBERS CONNECTION- FASTENER — I KING & JACK I . I - 11 �' . ��� � -1, . - , I 'Iz��_, � . — TYPE LINTEL DIMENSION MIN. BR G--. MAX. SPAN INTERIOR LOAD BEARING WALL � STUDS SEE PLAN- I I ­ �, , KING & JACK . I � I I O 11 I — 11;�_71 I � "Il- 1� 1� I I I PLATE TO HEADER: FACE NAIL 2 -GUN NAILS @ 12" STAG. — 11 — L I Lnsl BUILT -UP POST IN THE WALL \ - - STUDS SEE PLAN - � __ — GENERAL � L3'/,x3'/,xl/, 4 6'-O' -- , 6 ",�,_",", (2)12d TOE :,, 1:11 I TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS — — ,__:::_� GABLE X -BRACE, SEE DETAIL 10/S0.1 . . I -INAILS E.E. I �, HEAD QR SILL 24" O.C. i I I - � - i -W-_ —0- I - r r .� L4x31/2 "XI/4 6" . I � I � 11 - I FACE NAIL (2-16d) 3 -GUN NAILS — LL. THE (2)2x8-1/2 HEADER SIZE, JACK AND (MIN) - � SCHEDULE P_ I i NOTES -_ STUD QUANTITY. _,­ �,_ , � RIM JOIST TO TOP PLATE 4 6" KING I - L5x3'/2 "X'/ , x HEAD QR SILL I,, TOE NAIL (8d @ 6") GUN NAIL @ 6" 110'-O" HIDDEN LINE DESIGNATES SIDE OF �111� I ­ I - PLATES SEE __LL -_ 11 2 j 011 =__ WALL THE SHEARWALL SHEATHING HEAD OR SILL ,�,,�� I KII I I I I ­ _X6 WALL 5 - CEILING JOIST TO TOP PLATE — Lft3l/2 "xl/, 6" 12'- - I ,,�t:ii .- FU ­_ . ROUGH OPN'G, SEE ARCH. SCHEDULE I Do NOT CALE DIMENSIONS FROM TOE NAIL (3-8d) 5 -GUN NAILS — — TO BE APPLIED. 8d _11 I �_' THESEj DRAWINGS, IF A DIMENSION IS ___ , CS18 STRAP w/6-10d,le I " I L7x3 61, 16. 1 SW 3"/e" I 0 3/6 KATES SEE i �z ,, TRUSS To , , - CEILING JOIST, OVER PA — V2 "X'/4 -0.1 711 --__, DESIGNATES Bd COMMONS @ 3" SCHEDULE I 1� - PLATE: SDWC UNCLEAR REFER TO THE * I RTITIONS FACE NAIL (3-16d) 4 -GUN NAILS KING STUD To BOTTOM PIAX . , I I ­� . _NGSOIR 1 O.C. EDGE & 6" O.C. "IN THE NAILS:EACH END. STRAP ROUGH OPN'G, SEE ARCH. '� SCREW APdHITECTURAL DRAL�S OJR I � ATTACHMENT CAN'.BE INTERIOR OR --I � . ,,, — 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" CONINECION: SIMPSON ­ , -* ------------------------- =--:-- . Z:�!, I 0 1 1 �Mp CEILING JOIST TO' ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION SDWC15600 SCREW. OMIT IF ROUGH OPN'G, SEE ARCH. EXTER[Ok SIDE OF WALL. . I I I : CONTACT THE E.O_P_ I - — . , I - I � I ­'­ � I , - - i �,-, , , I "��>,_ PLAN f JAME - I — ! ­ I . � — SPECIFIED. NOT REQUIRED AT 11 FOLLOWINb.-� GABLE ENDS OR-\, - , '_� i JOIST/TRUSS TO PLATE RESISTANT COATING OF EPDXY BASED F4--- BRICK — SHEARWALL HOLD DOWN IS-\ - � STRAP NOT I REQUIRED AT THE � I TOE NAIL (2-16d) 3 -GUN NAILS 4__ LG - Lo PAINT. i VENEER ng - Al - ", -1 I ' I - . DAVENPORT - CARIBB I _� I 1- . I : AN 2. LINTEL MORE THAN 8'-O'. SHOULD I BARRIER - , " 0 OPENINGS LE ... _,_�� - RAFTER TO PLATE TOE: NAIL (3-8d) 3 -GUN NAILS ======zL WEATHER I MANUF - Manufacture GABLE ENDS OR 2 -STORY - JACK TRUSSES LESS 7 � BOT - BOTTOM MONO - Monolithic WALLS - THAN 8' - IR SS I JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS =======4 BRG - BEARING OC - On Center I , - ", I - I I DESJGN/DP,AWN/CHEC ED - THAN 3* -6" � BE LATERALLY SUPPORTED NOT TO I: i CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board I vi, � � 24" C. ; ROOF RAFTER TO 2x- RIDGE BM. 1 i I I . , I TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/40" WD. ­�====4 PERP - Perpendicular \ � A" �1, I . . 2X4 WALL CS / KIM /LAIP I I I . I '� ',�­ I I I DIA - DIAMETER I - 11L I �� I — — I 1 LINTEL - A . l-, CONT. HEADER, Two PIECES FACE NAIL 16dg 16" O.C. @ EDGE PRE ENG - Pre Engine � _& - I HEADER FA15;TFNINjr,. (Z�7('Tll N i DATE SCREWS INTO HEADER PROVIDE A 1/2- F=11 ered I 11 - " I L' � - VERTICAL SLOTTED HOLE FOR SCREW. I - A 17ACHMENT - PSF - Pounds per Square Foot . - - . ,_ , ". .� I � I . � I CONT. HEADER TO STUD TOLE NAIL (3-16d) 4 -GUN NAILS � ,., . ..� � -1 .: . - ii-�� �--`-. -. .� .., '1�1 . , : .. - , . - I 1 11.29.17 . .� . . . : .,;., " . j"-====::11 SEE NOTE 2 PSI - Pounds per Square Inch - . . 4� � _i , F_� - - I", I - - : . .. I. .�' .� . , - _..� - KING STLLD TO FRAMING BELOW: i SCALE 3. BRICK VENEER ATTACHMENT. ITOR - ENGINEER OF RECORD PT - PRESSURE TREATED . . I .. I , . � '0 . _ - 71, . _ E NAIL �3-16d) 4 -GUN NAILS 1 � � %,� TOL HORIZONTAL TIES 0 24' O.C,, VERT. I IFXT - EXTERIOR , uick Tie SOLE PLATE CON I � I __11 - � f I �� , , I . CS18 STRAP W/6-10DX1)�" I SOLE PLATE TO I JOIST/BLOCKING FACE NAIL 1(16,i @ _16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR llOmph . FLASHING REINF - Reinforce NECTOR I — � _ LATE ANCHOR "' _' STUD OR 2X10 NAILS EACH END. STRAP ATTACHMENT CAN BE _ � AS NOTED � WIND -ZONE VERT. TIES 0 16- O.C.). HEADEF FBC - FLORIDA BUILDING CODE SF - Square Foot I LOCATED WITHIN 6* OF STUD 1, PER SCHEDULE STRAPPIN',G� NOT REQUIRED BLOCKING FAS N- � INTERIOR OR EXTERIOR SIDE OF WALL. i LPA No. AT ALL OPENINGS SPACE TIES WITHIN IF SHEARWALL � I I ,"�:- `��LE� I COMM TE � NAIL SPECIFICATIONS ?ICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur PACK. OMIT I AT LOWER __ .,____,,_ W/8 -10d (DNS STRAP NOT REQUIRED AT THE FOLLOWING: I ,',',,'��Z, L UNIL K HOLD DOWN IS SPECIFIED : "" I , " ESS -SPECIFIED ON PLAN . , I TOLL -1 7-01187 2"xO.113'0 = 6d & "O WEEP FTG - FOOTING - SING I "I YxO_131"O = GUN NAILS 2%0.113"o = RINK SHAN 12" OF OPENINGS. PROVIDE3 SYP - Southern Yelio,A Pine ST , I MUL] STORY THRU - Through m4 , ','�,,-,, 11 I —_ .- ,:�, I 11 I ,. � " - �- I (STACKED WIN MULTI STORY I CONTROL No. I 2'1,"xO.l3l"o = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE - I 3%0.148"o = 10d 3V,"xO.l62"0 = l6d SEC11ON VIEW ­ TYP - Typical -1 11 DOWS) I THAN 8' OR OPENINGS LESS %,�! � � 1 � � FLASHING. HORIZ - HORIZONTAL 1 /78'� TYPICAL HE kDER STRAPPING'..' I I 11/,"�XO.l 48"O = 10dxl'/2" V/2%0.131"o = Eldxll/2" OE BRICK LINTEL �LB I � I UON - Unless Otherwise Noted - L THAN 3'-6" 3598 1 4E�- � I —4 I , - -, I 11 i I �* II _ IP '' /" " 1 10456 - 6 - 10456 3 - 13872.3 ,j. I � L U L__ .1 Ic -1 OIL � j _t 1_0'_05_e I I VERT - Vertical - — I � �SO.oj I - I I I — - I %%-.., � I SHEET I WWF - Welded Wire Fabric - � � I � � I I . — I I I I � I I I � I 11 - - � I I I I I I � —,- _� I . I I I 1i - , . I I —_ , I 1-1 L ,i � : I - I I , I . I � I � I � SO.0 I I . .I :­ , - �,­ I , ,,,,, . I I � "'T : I " � i I I ­ - -, 1, - -1 I , `�� I � ! I I Ii I I I I I I'll � I I ,. i � ( , I I i , I � � 1� I ­­ I I j -.1) SHEET 1 OF 9 I - I 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4» O.C. PLATE w/ 10d 0 3 O.0 WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRENILS w/ 2x SOLID BLOCKING I TO BLOCKING CSD 3 „ O.C. i I AT SHEATHING EDGE C � I \ 6 I DBL. TOP MAX NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE AT'SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. � STUCCO FINISH TRUSS. ATTACH AT EACH WALL U P RCH SHEATHING, 5-8d COM HEADER , ` S E SPECIFICATIONS I STUD w/ 3-16 NAILS ATEA. EACH SIDE EQ PORCH pyy L FRAMING INTERSECTION. MIN. OF OF SPLICE COMMONS , B L -' HEADER { 16d COMMONS 16d n 2x4 SYP 2 HORIZ. BRACING ® 8 GUN NAILS °; 6-16d BETWEEN EACH " 0 8 O.C. .. # m m SEE PLAN. CH TRUSS). 0 8 O.C. SHEATHING SPLICE S EA C - 24 O.C. BETWEEN OUTER WALL CH PAR HEADER &SUPPORT FULL .HEIGHT RST INTERIOR TRUSS. NAIL 2 MSTA24 & FI PORCH POST,. PER PLAN. � ( ) _ „ L ANCHOR OR DTT2Z TO WALL CONT. RIBBON CONT. RIBBON I 8d COM ® STRAPS F�ERPENDICULAR TRUSS EACH END w/ 3 .0.131.x3.. NAILS. PERPENDICULAR HOLD DOWN AT MIN. {2)2x4 WOOD BOARD TYP BOARD (TYP) 3 O.C. ( ) (TYP) TO WALL BASE OF POST BELOW. & (1) ADI. DETAIL B _ - EACH SIDE FLOOR TO PORCH HEADER. WALL OPTION A FLOOR FLOOR OF SPLICE:TRUSS ,, SHEATHING I POST BASE`. ,TRUSSES TRUSSES 24 16 GUAGE , 4x4 POST: OR JOIST. STRAP w 11 POST 24 16 GUAGE I STUD WALL FRAMING OR JOIST. 2x4 SYP#2 I / I n A II SHEATHING SPLICE BE OW _ 6x6 POST. ABU66 DIAGONAL 1'Odx1 EA. END STRAP w 11 W/ 2x SOLID BLOCKING ' LSTA12 FOLDED OVER TOP AT SHEATHING EDGE FASTEN EA. f�- 10dx1 EA. END .� I' kz DOUBLE TOP PLATE _ 8d COMMON WIRE NAILS PLATE w 5 10d NAILS „ END w / , CONTINUOUS OVER \ or PLYWOOD PORCH. TO BLOCKING ®3 0 3/a ..OSB INTO TOP PLATE & 5 10d .C. I 3 COMMONS 10d CO ON - v , ° HEADER PORCH HEADER, LAB. \ I, H A S RIM BOARD AILS INTO BEAM. SP _ Y - - - - - - - 6 N N O .ACE �..,��-------_-- a SEE PLAN , »SHORTER THAN MAX -1 » C� 48 O.C.OOMIT IF 'WALL z TS 16 L I , ST ALIGN CEILING f FLOOR SYSTEM. s 1 J I r SHEATHING IS INSTALLED � TRAPS ROD f WALL FRAMING WALL FRAMING i WALL FRAMING MSTA24 � , VERTICAL JOINTS WITH LINE f' ON FACE OF BEAM = ROOF TRUSS STRAPS EPDXIED 6 MIN I OR JOIST \ .- WALL SHEATHING I ATHING SPLICE m♦ SHE F P JOINTS INSTALL FLOOR TO OR PERPENDICULAR k PLAN VIEW OF ELEVATION VIEW OF ♦ ♦ - h TRUSS CONNECTION FLOOR STRAPPING PER PLAN F IRED - BLOCKING ONLY REQU 5 $d COM B -GUN. ♦ ♦ _ .._. ._ - - - - SEE DETAIL B ABOVE OPTION 1 OR 2 PORCH HEAD R PORCH HEADER' PORCH HEADER I: AT SHEARWALLS AND EACH SIDE CONTINUOUS A E T POST NAILS 2x6 SYP#2 AT POST 9 STUCCO FINISH OF SPLICE LEDGER FASTEN WITH . _ FULL HEIGHT OPTION -L OPTION 2 5-0.131x3" EA. ,. ANCHOR OR DTT2Z STUD. OPTION E IF 0 OVER LAP SHEATHING APA RIM BOARD FLOOR TRUSS PARALLEL _-A HOLD DOWN AT MIN. (2)2x4 WOOD '. 1/2" n n. PROOF GREEN w COL i /2 GYPSUM (WATER ) BOARD, / 5d COOLER NAILS � 6 O.C. EDGE &FIELD BASE OF POST J, OPTION B BELOW. � (1) AD PARALLEL. TRUSS' NOTE L OR TO PORCH HEADER. Y CHOOSE OPTION t 2 OR 3. 3 DETAIL A -, 1. CONTRACTOR MA C 0 0 / OR CREATE OSB. OR PLYWOOD, w 8d COMMON NAILS � 6 O.C. EDGE. AND FIELD: 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 1_ FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS WEN4WA LL ADJ. T O ROOF CONNECTION ALPO2 CHFRAMIBETAILS 3TYPICAL PORCH BEAM CONNECTION STEo 1 50.SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 SO.1 S0,1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ 1 IF TRUSS REACTION EXCEEDS 23001bs PROVIDET CRIPPLE STUDS ROOF TRUSS, DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF „ „ A A - BOT." CHORD W 0.131x3 0 3 O.C. A 2 SIMPSON H2.5T. / IJ I Ix- I B TRuss: » II B .FLOOR OR FASTENED TO SHEATHING w 8d 0 3 O.C. ROOF - - _ _ - - - A` 10) 2x4 SYP 2 CATS AT 12 / - �t ft ---------- ' ROOF TRUSS. TRUSS. O.C. FASTENED TO TOP SDWC 15600 � -- - - - - - - - -,- - - - - - - 111 -0.131x3 /a SHEATHING' FASTENED TO " PLATE w/ 4 „ � 32 O.C. II II I) MAX. I COMMON. TOP PLATE. w/ 1Od � 3 O.C. SCREWS. „ SHEARWALL 16 MAX. OSB WALL g D D D END w 72x SYP#2 CONT. ATTACH- B C B C FASTEN CATS EACH / SHEATHING C C » TOP PLATE AND TRUSS3-0,131x3 COMMON TOE NAILS 0.131x3„ 0 „ O.C. EDGE OF / MAY OVERHANG TOP PLATE: SHEARWALL C G SHEARWALL OR SHEARWALL » n n n i EXTERIOR WALL S SCI®38d@,3/6 ED SHEAR EN . PERFOR WALL ` SEGMENTED SHEARWALL STRAP KING POST To -mi ALTERNATE A ALTERNATE B ALTERNATE C ALTERN TE G7 POST BELOW WITH 2-CS16 STRAP KING -POST TO STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 - UPP TO LOWER STUDS (A -UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT, 7 ROOF FLOOR DECK -\ 04"O. C. SW 8d03 6> 2 CS18 STRAPS SW 8d03 6: 2 CS18 STRAPS ANCHORS ARE NOT USED /,R OSB DIAPHRAGM FASTEN {) / {) ANCHORS ARE NOT USED -- NAILER , .. _ ..... ,.. � roI Ice 1 � � � I FLOOR O NAILER w/ (1) KVV4 OC 0 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d 0 3 O.C. 2x4 SPF SYP# 2 2x4 NAILER FASTENED ( ALL AROUND N TO TRUSS BOT. CHORD w/ I (2) ROWS 0.131x3" 0 3 O.C. II INTERIOR II SHEARWALL. SW -2- i; ,,jar `s STUDS TO FOUNDATION - END STUDS TO FOUNDATION , ,%< 707/1, fI BLOCKING �', PANEL �t�f/f /�/fes✓,/� 6: : R U5 6. HTT5 OR HDU5 5W 8d03/ HTT50 HD - : TRUSS WEBS WIT w/3 -0.131x3" SHEARWALL - NOTES: (FEE PLATEANCHORS -SOLE PLATE ANCHORS oEE COMMON. SCH DULEONDETAIL 3 S0.0 SCHEDULE ON DETAIL 3. S0.0 FLOOR � 1. AT ROOF 2x4 SPF#2 CONTINUOUS TRUSS.'. -END �W STUDS TO FOUNDATION - END STUDS TO FOUNDATION LEDGER FASTENED 8d03 6: : R U5 6. HTT5 OR HDU5 5W 8d03/ HTT50 HD - : TRUSS WEBS WIT w/3 -0.131x3" SHEARWALL - NOTES: (FEE PLATEANCHORS -SOLE PLATE ANCHORS oEE COMMON. SCH DULEONDETAIL 3 S0.0 SCHEDULE ON DETAIL 3. S0.0 FLOOR � 1. AT ROOF TRUSS, D FRAMING CONTRACTOR MAY SHEARWALL NOTES TRUSS CHOOSE ,B,C,D, OR G. 1. PROVIDE /s OSB SHEA ING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6» IN THE FIELD. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12„ PROVIDE 2x BLOCKING AT' LL PANEL EDGES. I 3-0.131x3" NAILS 0 6" O.C,O.C. FASTENED TO TOP 2. USE ALTERNATE I A. „ PLATE w 4-0.131AT EXTERIOR / x3. WALLS 2. PROVIDE A MINIMUM OF 2 S D EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS COMMON ENDIN G WE F END P TS FOR SW ET EN R00 OS SHEARWALL OR 5-16d NAILS �.,�.., ... ...... TP[IqqP'qll HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ® 32" O.C. & BO TOP T B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE P06N OR HTT4 HOLD DOWN AT BASE (O.N) ALTERNATE D ALTERNATE E (TYPICAL. 3. FASTEN ALL INTERIOR S TO R OF OR FLOOR TRUSSES PER 5/S0:1 3. USE LTERNATE. -_ ALTERNATE F , E & F F R FLOOR 4. I INTERIOR F TING BELOW SHEARWALL PER DETAILS ON 51.0 rTACHMEN-4• INSTALL E 00 W } A T AR SHEARWALL ATTACHMENT AT ROOF E FLOOR s TYPICAL S E WALL ELEVATION 7 HEADER TIE OWN_ 5 , .: - - WHEN ; OTEo �3 S0.1 PROVIDE SOLID BLO KING WITHIN R AT W N DE ONLY APPLIES WHEN T S0.1 FLOOR SYSTEM S END POSTS. 50.1 THIS D NOTED ON PLAN I 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICiX.TIONS. 8d COMMON NAILS » HEADER UP CONNECTION CONNECTION CALL OUT ROOF - UPLIFT CONNECTOR A 2x4 SYP#2 OUTLOOKERS LS18 0 32" O.C. B (4) TO SEE PLAN C TMRv (1)CS16 STRAPS D ,/2 „0 FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O,N) ALTERNATE D ALTERNATE E (TYPICAL. 3. FASTEN ALL INTERIOR S TO R OF OR FLOOR TRUSSES PER 5/S0:1 3. USE LTERNATE. -_ ALTERNATE F , E & F F R FLOOR 4. I INTERIOR F TING BELOW SHEARWALL PER DETAILS ON 51.0 rTACHMEN-4• INSTALL E 00 W } A T AR SHEARWALL ATTACHMENT AT ROOF E FLOOR s TYPICAL S E WALL ELEVATION 7 HEADER TIE OWN_ 5 , .: - - WHEN ; OTEo �3 S0.1 PROVIDE SOLID BLO KING WITHIN R AT W N DE ONLY APPLIES WHEN T S0.1 FLOOR SYSTEM S END POSTS. 50.1 THIS D NOTED ON PLAN I 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICiX.TIONS. 8d COMMON NAILS » CHART THREADED ROOF NAILS TY ( ) 2x4 SYP#2 OUTLOOKERS AT 3 O.C. TYP ROD 0 (4) TO TRUSSES APPLIED BACKSIDE OF WEB. WASHER SPEC. TMRv ,� 0 24 O.C. 2x4 BLOCKING. FASTEN ,/2 „0 1/,"o TRUSS BRACING APPLIED TO 2" 3,: 5 8 / EN EACH -1 C D w /3, Od WALL STUDS WALL STUDS 2x12 OR 2 2x6 OR 2 2x4 SYP 2 LEDGER, TOENAILS {) {) # �a � 3x3x �a FRONT SIDE OF WEB 2Y2 3 H3 OR H2.5T HURRICANE CLIP 0 EA. - OUTLOOKER TO TRUSS: „ AT 16 O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW MONO STEM MONO STEM wl 4-12d NAILS AT EACH RAFTER. ° 6^10d CONTINUOUS LATERAL BRACING, SEE ROOF SHEATHING COMMONS TRUSS SHOP DRAWING FOR QTY. AND Y' a OVERFRAME RAFTERS SEE PLAN. LOCATION. IF MORE THAN (1) LATERAL BRACE 1S NEEDED, OVERLAP BRACE AS SHOWN. 2X6 I ROOF TRUSS -/ROOF TRUSSJ - 1.1 SIMPSON H3 w/ 10-8d COMMON ANGLE BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO THESE STRAPS I; ROOF MEMBER. SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED # 2X4 T -BRACE. ONLY WALL SHEATHING UP F BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. - A -SINGLE. LEDGER B DSUBLE LEDGER RAFTER LENGTH. ALT. TO BOTH H3 ABOVE LENGTHS > 8'_0". � �� PRODIDE MTS12 Q$ CS16 DIRECTLY LESS THAN 4 -0 VERTICAL VERTICAL FASTEN w Od COMMONS /1 M ,, 0 6 ON CENTER 2X4 2 SYP BLOCK 0 EACH ROOF MEMBER. BETWEEN OVERFRAMING RAFTER REACTION LEDGER' SIZE &NAILING REACTION LEDGER SIZE & .NAILING ,--GABLE BRACE. FASTEN EACH 0-775 2x6 wl 5-0.1310 1850-2345'2x8 w 6- / .0x6 SDS SCREWS AND ROOF MEMBER. END W 3-10d TOENAILS - - .131x3" " 776 1250 2x8. w/ 8 0 '2346-3125 2x12 w 8- / �x6 SDS SCREWS / a BLOCK TO DBL TOP » 1251-1540 2x10 w/ 10-0.131x3 PLT W/ 2-H2.5T 1540=1$50'2x12. w/ 12-0.431x3" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LEDGER A NOTES:. WHERE A LEDGER IS INDICATED I" 0.131x3" TOE NAILS 0 8"O. C. .... ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS SINGLE TRUSS BRACING �0 I°I Iml II 1I lel i Lol i II T -BRACE; FASTENED TO1=1 WEB w/12d 0 6"O.C. I I T -BRACE TO BE THE I°I SAME !SIZE, SPECIES, AND GRADE AS WEB TO B R I°I E BRACED. II ; I F L BRACING NOTES AND SPECIFICATIONS 1 )ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED' TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM - CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE' DIAGONALS AT. END WALLS PROVIDE' DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERNALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS 'PARALLEL TO BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED E TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE USE A x6 LEDGER PER NAILING SCHEDULE OF DECK. 2 ROOF BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I „ , 8-1 0d LSTA12 0 48 O.C. OR DBL TOP PLT LINE OF BOTTOM 'CHORD BRACING AT A X -BRACE W/ 2-16d INTO BOTTOM I COMMONS TO GABLE TRUSS BOTTOM CHORD W CHORD OF EA. TRUSS. MAXIMUM SPACING OF 20 FEET. W » SD C15600 0 36 O.C. OMIT IF ABL END BRACING " PERMANENT TRUSS BRACING 8 LEDGER CONNECTION e DECK LEDGER AT OVERFRAME RAFTERS ,O' E RA SHEATHING OVERLAPS GABLE 1.2 MIN 11 RU RA G WHEN WHEN OTED _ TED N BY TRUSS:. I 0 TRUSS TO LEDGER CONNECTION _ SCALE. 3 4 1 0 TR S S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.. S0.1 NOTES. L `SPACE GABLE. END BRACING 0 4 6 MAX. S0.1 / 50.1 R. NOT SHOWN FOR CLARITY ENGINEER. 2.` ALL MATERIAL TO BE SYP#2 MIN 2 PLY 2 ST MIN 2 PLY STUD IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS s�- ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS -a N TO SISTER 'A TO SISTER A OR BEAM GIRDER TRUSS -I FULL HEIGHT n » _ 36 LONG'STUD, 36 LONG` T WASHER .• _ i w .;:-, _� PLAN I X I r MIN 2 PLY STUD OR BEAM TA24 TRAP ., � ANCHORING SPECIFICATIONS 1)Ms s s sruo - - D - V Y ( FASTEN w/12 FASTEN w/12 FO OVER TOP PLATE 2 MSTA24 STRAPS f ; ( ) 1 1 I 0.1 1 0.13 x3 GUN 3x3. GUN N I -- -._. � __•_-+ -- AILS , e - I SIMPSON HTT5 OR ANCHORING SYSTEM. THE THREADED -ROD ANCHORING FASTEN w/18 l Od FOLD OVER TOP PLATE e � 2 MTS12 FULL HT. . NAILS I ) ;' 1 DOUBLE � ;- SYSTEM SHALL CONSIST OF � A3O7 THREADED _ HDU5. FASTEN � 2 MTS12 SOLE � FASTEN: w/18 10d • II { ) _FULL HT. ANCHOR RODS ORIENTED VERTICALLY AND ATTACHED TO THE - I UPLIFT TOP PLATE. 1 26 10d COMONS0. PLATE I ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I CONNECTOR SIMPSON DTT2Z II . DOUBLE TOP _ LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SEE PLAN »; » n ; ,:, - PLATE TOP PLATE, PROVIDE A 2 x 2 x X STEEL WASHER. � w/8 Ya x1Y2 I - r WALL STUD ' FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS I\! I o SIMPSON FULL EIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT:. TYP. 3 " : I I OR POST. _- t � ( } /e .FULL HE GHT a MINIMUM 2 PLY I LTT20B THREADED ROD (2)H2.5T (2)H2.5T ROD I » -- STUD WITH FULL HEIGHT i__.. , ROD INSTALLATION. AT ALL PLATE PENETRATIONS, THREADED ROD N 6 OF MINIMUM MINIMUM .- I I -- � PROVIDE A H THE PLATE LARGER THAN THE THREADED ROD _ ____ R OLE IN ,4 - r 4 ;N GIRDER SEE , i 2 PLY ,> r EPDXIED MI OR PLAN Y m a I L AT 2ND STORY - DIAMETER. OF THE THREADED ROD USED. WHILE TURN. TITEN HD � THREADED ° a » I SEE PLAN C AT 2ND STORY I ELEVATION STUD ` x6 TITEN HD I _ o Yz I STUD STUDS PROVIDE. ; SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT ROD EPDXIED » w STUDS PROVIDE I O, A I )z THREADED ROD r � (SIMPSON CN AL ' MAY BE USED 1N CASES ° _ 2 CS18 STRAPS STEEL COUPLER ,,, ( WOR EQUAL) Y AGAINST PLATE 1 CS18 STRAPS 7.5 MIN 1 ,, - ° I EPDXIED 4 MIN OR -�----- � i WHERE ONE CONTINUOUS :ROD IS UNFEASIBLE. THE I AT BASE OF STUDS C .. I ., AT BASE OF STUDS O FULL HT. LOCATE Y CENTERED OPTIONAL L ROD SHALL BE INSTALLED APPROXIMATELY (OPTIONAL, ' . ; , _ ___ SIMPSON TITEN HD ROD COUPLER I '. Y2x6 TITEN' HD FLOOR. TO FLOOR ANCHOR FLOOR TO FLOOR I ( ) ,� IN HOLE. RODS MAY BE'SLANTER°FROM .TRUE ,� » f. ( ) I AS NEEDED) _ s MINIMUM RODS THD37634RC (�'e x6/4 ) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO <I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD 3 " ROD _ DTT2Z _FLOOR FRAMING .FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH E FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (1)DIAGONAL BRACE PER 0 � T) ROD 0 (4) TO TRUSSES APPLIED BACKSIDE OF WEB. WASHER SPEC. TMRv EDGE DISTANCE 3/8 ,/2 „0 1/,"o 2x2x'/8 » BRACING APPLIED TO 2" 3,: 5 8 / 3 � 4 �a � 3x3x �a FRONT SIDE OF WEB 2Y2 3 MONO STEM MONO STEM ° CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE 1S NEEDED, OVERLAP BRACE AS SHOWN. SINGLE TRUSS BRACING �0 I°I Iml II 1I lel i Lol i II T -BRACE; FASTENED TO1=1 WEB w/12d 0 6"O.C. I I T -BRACE TO BE THE I°I SAME !SIZE, SPECIES, AND GRADE AS WEB TO B R I°I E BRACED. II ; I F L BRACING NOTES AND SPECIFICATIONS 1 )ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED' TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM - CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE' DIAGONALS AT. END WALLS PROVIDE' DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERNALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS 'PARALLEL TO BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED E TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE USE A x6 LEDGER PER NAILING SCHEDULE OF DECK. 2 ROOF BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I „ , 8-1 0d LSTA12 0 48 O.C. OR DBL TOP PLT LINE OF BOTTOM 'CHORD BRACING AT A X -BRACE W/ 2-16d INTO BOTTOM I COMMONS TO GABLE TRUSS BOTTOM CHORD W CHORD OF EA. TRUSS. MAXIMUM SPACING OF 20 FEET. W » SD C15600 0 36 O.C. OMIT IF ABL END BRACING " PERMANENT TRUSS BRACING 8 LEDGER CONNECTION e DECK LEDGER AT OVERFRAME RAFTERS ,O' E RA SHEATHING OVERLAPS GABLE 1.2 MIN 11 RU RA G WHEN WHEN OTED _ TED N BY TRUSS:. I 0 TRUSS TO LEDGER CONNECTION _ SCALE. 3 4 1 0 TR S S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.. S0.1 NOTES. L `SPACE GABLE. END BRACING 0 4 6 MAX. S0.1 / 50.1 R. NOT SHOWN FOR CLARITY ENGINEER. 2.` ALL MATERIAL TO BE SYP#2 MIN 2 PLY 2 ST MIN 2 PLY STUD IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS s�- ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS -a N TO SISTER 'A TO SISTER A OR BEAM GIRDER TRUSS -I FULL HEIGHT n » _ 36 LONG'STUD, 36 LONG` T WASHER .• _ i w .;:-, _� PLAN I X I r MIN 2 PLY STUD OR BEAM TA24 TRAP ., � ANCHORING SPECIFICATIONS 1)Ms s s sruo - - D - V Y ( FASTEN w/12 FASTEN w/12 FO OVER TOP PLATE 2 MSTA24 STRAPS f ; ( ) 1 1 I 0.1 1 0.13 x3 GUN 3x3. GUN N I -- -._. � __•_-+ -- AILS , e - I SIMPSON HTT5 OR ANCHORING SYSTEM. THE THREADED -ROD ANCHORING FASTEN w/18 l Od FOLD OVER TOP PLATE e � 2 MTS12 FULL HT. . NAILS I ) ;' 1 DOUBLE � ;- SYSTEM SHALL CONSIST OF � A3O7 THREADED _ HDU5. FASTEN � 2 MTS12 SOLE � FASTEN: w/18 10d • II { ) _FULL HT. ANCHOR RODS ORIENTED VERTICALLY AND ATTACHED TO THE - I UPLIFT TOP PLATE. 1 26 10d COMONS0. PLATE I ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I CONNECTOR SIMPSON DTT2Z II . DOUBLE TOP _ LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SEE PLAN »; » n ; ,:, - PLATE TOP PLATE, PROVIDE A 2 x 2 x X STEEL WASHER. � w/8 Ya x1Y2 I - r WALL STUD ' FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS I\! I o SIMPSON FULL EIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT:. TYP. 3 " : I I OR POST. _- t � ( } /e .FULL HE GHT a MINIMUM 2 PLY I LTT20B THREADED ROD (2)H2.5T (2)H2.5T ROD I » -- STUD WITH FULL HEIGHT i__.. , ROD INSTALLATION. AT ALL PLATE PENETRATIONS, THREADED ROD N 6 OF MINIMUM MINIMUM .- I I -- � PROVIDE A H THE PLATE LARGER THAN THE THREADED ROD _ ____ R OLE IN ,4 - r 4 ;N GIRDER SEE , i 2 PLY ,> r EPDXIED MI OR PLAN Y m a I L AT 2ND STORY - DIAMETER. OF THE THREADED ROD USED. WHILE TURN. TITEN HD � THREADED ° a » I SEE PLAN C AT 2ND STORY I ELEVATION STUD ` x6 TITEN HD I _ o Yz I STUD STUDS PROVIDE. ; SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT ROD EPDXIED » w STUDS PROVIDE I O, A I )z THREADED ROD r � (SIMPSON CN AL ' MAY BE USED 1N CASES ° _ 2 CS18 STRAPS STEEL COUPLER ,,, ( WOR EQUAL) Y AGAINST PLATE 1 CS18 STRAPS 7.5 MIN 1 ,, - ° I EPDXIED 4 MIN OR -�----- � i WHERE ONE CONTINUOUS :ROD IS UNFEASIBLE. THE I AT BASE OF STUDS C .. I ., AT BASE OF STUDS O FULL HT. LOCATE Y CENTERED OPTIONAL L ROD SHALL BE INSTALLED APPROXIMATELY (OPTIONAL, ' . ; , _ ___ SIMPSON TITEN HD ROD COUPLER I '. Y2x6 TITEN' HD FLOOR. TO FLOOR ANCHOR FLOOR TO FLOOR I ( ) ,� IN HOLE. RODS MAY BE'SLANTER°FROM .TRUE ,� » f. ( ) I AS NEEDED) _ s MINIMUM RODS THD37634RC (�'e x6/4 ) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO <I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD 3 " ROD _ DTT2Z _FLOOR FRAMING .FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH E FULL HEIGHT ANCHOR INSTALLATION CHART THREADED 0 @ 0 � T) ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 ,/2 „0 1/,"o 2x2x'/8 » 4,t 4„ 2" 3,: 5 8 / 3 � 4 �a � 3x3x �a 7.5 12 2Y2 3 MONO STEM MONO STEM THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /e SECURED 0 0 A Ufi-TIGHT " „ s „ OVER THE WASHER T SN w 8- Y xt /a ROD =HTT5 CONDITION PULS ONE-HALF TURN OF A STANDARD SDS SCREWS HTTS BUILT UIP POST BUILT-UP PO WRENCH (APPRO)aMATELY 30 FTrLBS. OF TORQUE). � ST, DUE TO SHRINKAGE AND COMPRESSION OF BUILDING ; LAN. SEE PLAN. - SEE R CONTRACTOR SHALL RE TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANQWRING: ALL THREADED "RODS SHALL BE HTT5 Or HDU5TD T2Z LTT206 DRILLED & EPDXY ANCHORED. SEE INSTALLATION V ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 CHART FOR EMBEDMENT AND EDGE DISTANCE n 5 n FULL HEIGHT TS 3/8 FULL HEIGHT ROD /8 FULL HEIGHT ROD TR CONVENTIONAL FULL HEIGHT ANCHOR. REQUIREMEN WALL SECTION THREADED RSD INSTALLATION CHART 3 �� /V FU L HEIGHT ROD ALTERNATE HOLD DOWN O N ATTACHMENT. DETAIL ° 13' 14 FULL HEIGHT THREADED ROD. 15 GIRDER BEAM STRAPPING 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTA HMENT _ WHEN 1s / Tm S0.1 S0.1 0 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 ALTERNATE 50.1 .THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I I -mm x • i Lou Pontigo and Associates. Inc. 1120 Osceola Avenue axl Beach Florida lorida`32250 Ph. 2 9 �12 0 08 Fax. 241-9557 FL: CIA # 8344 SC: CA# 3579 Fc�l Okf 8 i &3Ie X z 4 " f STA E " I- ♦ Q O I A 4. �,<,♦ t s•.� m •!�"'d > eel' m J s: v a I •r � ±' tri• ; Raa '`�+13a18iifiL8iiC4aifl� Chris ton her l SabODrin PE FL PE#71461 RIEVISIONS DATE l ALTERATION �cueil rnr.lrerr, nrl 10 SHEET H_.._ I OVERLAP SIDEWALL OVERLAP SIDEWALL 6T.0PATE TOP PLATE OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE : ALWAYS PLACE :r HEADER AT . . . HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING GARAGE %"0 HEADER THREADED ROD .. w 3x3x�/a» PLATE ALWAYS PLACE . . _ . / (2)20ga STRAPS f GOAL POST. FASTEN TO STUD (2)20go 'STRAPS HEADER TO JACK HEADER AT HEADER 'T0 .. .... PACK WITH 2-ROWS OF 16d JACK HTT5 W/ HTT5 w '< TOP OF .ROUGH R „ • ::.. „ � - - - / RING SHANK. NAILS Co? 12 O.C. ..: - %THREADED ROD 1 /s <-, OPENING . . THREADED 2)20ga STRAPS » ROD EPDXIED t2 MAX „ ,...; �., _,. HEAD :.. :. .. EPDXIED 12 ER TO JACK I 0 0 . ATTACH GARAGE DOOR THRU ; - •.. Lou P or 1 tl 3 o a nd. 2 2x6 KING TU . , f , O STUDS UPRIGHT BUCK DIRECTLY LY IN TO ... .. EXTEND HEADER :- .. E I - 0 EXTEND HTT5 HEADER ADER Ass o TO c1a at es, I n „ STUD PACK 2 • C. PER � 2 2 GARAGE E D0 .. 2 2 OR FA . . 2 ` . R SIDE 2x6 JA OF // O CK STUDS THREADS WALL EAR SIDE OF WALL _I D ROD 2 2x6 ( ) 2x4 BLOCKING „ 2 2x6 ` CKIN SUPPLIER SPF 2/ 6x6 P / G _ „ O AS SHOWN. OST AS 4 EPDXIED o o' SHOWN. 0.1 1x3 TOE NAILS 2 EA. ED 12 JACKS ( SIDE) H3 a 420 Osceola Avenue o s EA2. 2x4 =0U TL00KER AND 1 66666 N O ,6 NOTE OUTLOOKER AT-24 D.C.a x beach .. 4 -0 x4 - � 4'-0%4'-0" � , Florl da 0 PIECE OF WALLPIECE OF WALL PLACE AB I 32250 HTTS w/ KING.G LE END TRUSS 2 2x T SHEAT ` STUD CORNER SHEATIN ING IN To O G INSTALL AT UPPER STALL AT UPPER THE INT. FAC Ph. 2 THREADED'R00 TT E of 512 0908 Fax. 241 9557 H 5 w ... .. „ 2 2x6 B „ / BALLOON 0 0 ( N F } ROOF RAM CORN CORNER 1 1 OF ED WALL BELOW GARAGE STUD SPACING, 1 L I EPDXIED 12 ER 1 BELOW GARAGE HEADER � HEADER ING, SEE FL. A # 8344 JA A G SC. CA# 3579 THREAD JACKS SHEATHING AND FASTEN TRUSS TOP s s s / ON EX � ED ROD ON EXTERIOR FRAMING PLAN B e s,.� EXTERIOR STUD TRIMED AS DETAIL A IOR STUD TRIMED AS DETAIL A 4Ei A / ...: ... ( „ .::.:.. ( AND BOTTOM CHORDS P.T. SOLE PLATE EPDXIED AND (1 SCHEDULE. RDs rQ .... . , L �' SHOWN} 12 ) ....... SHOWN) � E I _ BALLOON FRAMED WALL w, :KING: ... 5 12d TOE , I STUDS w 2-0.131X3 GARAGE ..: .. - • 2x4 BLOCKING AT NAILS: EACH / a SOLE. HTT5 w PLATE / •, FA FASTEN SH_ NAILS AT EA. STUD. EATING TO HEADER w 8d CO 48 O.C. BETWEEN TRUss' FLOOR 5 �� HTT5 w STEN SH _ATING TO HEADER W/ 8d COMMON GALV. BOX / COMMON Q$ GALV. BOX NAILS ,- ANCHOR THREADED ROD / „ „ O3 NAILS „ GAB IN 3 GRID PATTERN AS SHO LE AND FIRST 5 iN 3 GRID PATTERN AS SHOWN AND 3 WN AND 3 O.0 IN I ALL FRAMING � INT s:asorese SOLE PLATE � EPDXIED 12 � THREADED ROD O.0 IN ALL FRAMING ERIOR TRUSS. seas rrr (STUDS, BLOCKING &SILLS TYP. - "jn a rr '' - . „ (STUDS, BLOCKING &SILLS) TYP. ) ,w er ANCHOR � EPDXIED. 12 .�.._ FASTEN GAB LE END GARAGE WING WALL SECTION ° •.. - � , a. TRUSS w/ FULL HT. THICKENED " SLAB EDGE A .. � � .� d DOUBLE BL) ,... .. CKING AT PANEL J01 _ ANCHOR � �. NT, NAILED TOGETHER w 3 16d SINK RAND HA4 •e,♦♦ "L„ f s8 a / ERS I `, 1 • • DOUBLE-BLOCKING AT I AT GARAGE OPENING. PANAi.EL JOINT, NAILED TOGETHER - A EA. END v .: � � ER w/ 3 16d SINKERS .. m 5/,,"o ♦ d .° .a:.. ,. a .. THR ADED • - NO ROD OVER ADDITION 6x6 POST N TES. _( AL DOUBLE PLATE BETWEEN , .... WITH ABU66 ...- ... i "P � . �• .. .. ..... .. SEN' �: . STUDS ,. I } DRILLED AND EPDXIED w 12 � w THREADED EMBEDMENT & / �s READED ROD. �. <. .. / 3x3x /a :WASHER. � . h 1. ALWAYS i PLACE GARAGE HEADER AT TOP OF ROUGH OPENING EPDXIED 112- MIN q o d rn STT y GARAGE WING WALL I ELEVATION. ♦ lir Vii,: 9 ti` CONVENTI ONAL SW ✓o-..,, t,� d � �.,., ys ANCHOR PER SCHEDULE. I ,s FULL HEIGHT ANCHOR asses REQUIRED. ChrlstO her (� 1 'Saboucln PE GARAG I F L f E#71461 wHav 1 E HEADER FRAMING ARAG oTEoE PORTAL W NG V1/ I S0.2 g&�TH ALL ARAGEWING WALL FRAMING LESS THAN 12IS DETAIL ONLY AP'P I 4 BA REVISIONS L ES W ISN NOTED ON .PLAN OlED .. BALLOON FRA D A MEG' GABLE i DATE S0.2 THIS DETAIL ONLY .APPLIES: WHEN N END OTED ON PLAN... I S0. F-1 P SPLI _ „ _ORCH BEAM-SUPPORT CE 2x6 x 4 6 P.T.JACK STUD JACK STUD T POST SYP NO.2 AT .DOOR AT DOOR IF 4x4 1S SPECIFIED ON PLAN, EXPOS D RAFTER: TAIL TO EACH ROOF USE (2)2x4 SPF#2 SUPPORT. TRUSS C� 24 D.C. , MIN. (2)2x4 PT SYP 2 „ IF 6x6 IS SPECIFIED ON PLAN ,- 2x4 P. T* SYP No.2 24 MAX. � _ 6 USE < 3 2x4 LOCKING cLo _ O SPF#2 SUPPORT. , „ „ RATED 12 MIN. # WALL G/CLOSURE FASTEN T WALL SHEATHING w ,, � _ Ya x3 / � w/ 3 12d TOE NAILS. RIR Y SHEATHING PLAN VIEW 8d `PLAN VIEW 6" O.C.EDGE & FIELD. _ O DOWN TO RE TAPCON_ SIMPSON LTT20BATTACH PORCH BEAM TO PRE ENGINEERED � REQUIRED DEPTH , CS18" w 7 1 � . F SCREW RECESSED IN SLAB SUPPORT / 1 dx. Y2 WOOD ROOF TRUSSES. IE L D ALTERATION „ o T POST w/ (2)HTS20. EACH .END 48" a 12d COMMON �` ; w THREADED Y2 D 1 WIRE NAILS CONTPACTOR SHALL CONTACT LOU O.C. STRAP AN BE p .. \ I ONTIGO & ASSOCIATES SOCIATE S .:ROD EPDXIED 4" SOLE PLATE ATTACH SUPPORT POST TO l ', PRIOR TO @ 4 0. C. MAKIN INSTALLED ETHER G ANY srizuCTURaI_ FIELD FOUNDATION WITH HTT4 STAG � ANCHOR s „ FACE OF I STAGGERED MODIFICATIONS WHICH MAY VARY " w/ /B �x6 EMBED EPDXY ROD. U.O.N. STD z CS18 w/7-10dx1�" �+ FROM THE INTENT OF rHEORIGINAC CONSTRUCTION - CONC. CONC, SYP#2 PT SOLE PLATE EACH END 48 DOCUMENTS: ANY SLAB _ ; SLAB I FIELD ALTERNATIONS MADE PRIOR TO BOX COLUMN d- O.C. STRAP CAN BE ..... «. .. ." -a.. _ If BEING�APPROV ED BY LOU ULT IN O & .. MAY BE USED IN ;, I INSTALLED EITHER UP LIFT ASSOCIATES MAY RESULT LIEU OF 4x4 OR I FA-111 CE ACE OF STUD j"D CONNECTO FLOOR R ADDITIONAL WATER PROOFING AT FLOOR 8d ® 3 _ D ONAL ENGINEERING OR ELEVATION VIEW FLOOR ) , ELEVATION VIEW R INSPECTION F LOWER PORTION OF TRUSSES USSES t SEs. OR TRUSSES. I ' BOX COLUMN BY BUILDER JOIST. 0 JOIST. DOUBLE � OR JOIST. r , IF PT MATERIAL IS NOT USED. TOP PLATE OPTION A T B I 1 -4 OPTION A OPTION B BEAM SEE STRAPPINGOVERLAP PLAN SHEATHING I OPTION O ,. N C T 5�T:���Al ENTRY JAMB FASTENING 6 BOX COLUMN DROPPED BEAM DETAIL7 W ALL STRAPPING RAPPING OVE REAM rr nn I V L ONLY APPLIES WHEN NOTED ON PLAN SO: I oTEo s RAFTER T �✓ S0. THIS DETAIL ONLY APPLIES WHEN NO ED ON PLAN AIL DETIAL � S0. Ln r 'KING STUD TO .TOP PLATE. SDWC15600 SCREW. 00 Uj .::O TOP t S .:. �. ' SOWC15 00 SCREW. `L STUD T 0 TO _ �..1. P PLATE- ® D.C.0 ,. 32 C $DWC1 STUD Tfl T(lP P A'i'F.•' ;, 5600 SCREW. SD WC15600 S ` ®32 O.C. SCREW. ® 32 O.C. � , STUDS TO TOP PLATE w Z STUD TO BOT PI ATF• 0 In ' OT T U S SOWC15600 SCREW. HEADERo .1Acic S Ya"x37' LAG SCREW » TUD. -- ® 3 2 O.C. - WITH 1 . R ND WASHER HE STA2 F, R AT EACH OOR TRUSS I V J , i BOT PLATE TO FRAMING T—PPS cs1 s " BELOW � 32 o.C. I BELOW c S 18® 32 O.C. OT PLA TRUSS STUD TO BOT PLATE ES PERPENDICULAR ULAR TO W sowc ALL ABOVE 15600-scREW Ya"x37¢ LAG SCREW , WITH R ND WASHER ®P 32 D.C. rr un 24 O.C. I I j''� W i s r 1 0 i J f V T, RUSS OR BEAM PARALLEL TO WALL ABOVE s WALL S�T�PPIN G DETAIL 10 WALL STRAPPI NG DETAIL11 WATAIES WHEN NOTED ON PLAN OLEO LL STRAPPING NG DETAIL S0. THIS DETAIL ONLY, APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I I I MISC t. I FRAMING 1 DETAILS I : DO NOT SCALE DIMENSIONS FROM THESE; DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ' ARCHITECTURAL DRAWINGS OR CONTACT THE E:O.R PLAN NAME DAVENPORT - CARIBBEAN DES`GN/URAWNICH ECK EU �S KM LAP DATE 11.29.17 I SCALE- AS NOTED LPA No. TOLL-17-011 87 CONTROL No. L 3598 I SH EET j SO.2 I �HE£T 3 of 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 74g77 DESIGNATES SLAB RECESS 00 1 2 t4 3 HB o I S1.0i S1.01 S1.01 ^ S1.01 N I I_ 5-8)) 4P-4)) f - >ff»_ 10 -0' 590-01) 5-Y 2 -9 FOUNDATION FF_ 77) -Op) 14 f 10 14 418-9 THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R 0 ONO FOOTING TOo » I FOUNDATION PLAN PLAN NAME FOOTING SCHEDULE AND NOTES r- DAVENPORT -CARIBBEAN SCALE: 1/4" V-0" o 9 TYPE LENGTHWIDTH DEPTH BOTTOM BARS _ STEMWALL w 2 5x30: / # DESIGN/DRAWN/CHECKED -� ^ I ^ N I s�:01 ,_ '-6" 1'-0° 3-#5 EA. WAY BOT. F2.5 2 6 2 S1.01 DOWELS EPDXIED 6 MIN. » 4 CONCRETE SLAB w/ 11.29.17 6 3-0 1,_0.. 3- 5 EA. WAY BOT. F3.0 3'-0' ' " # g 0 _I Co^ " '-6" 1'-0" 4- 5 EA. WAY BOT. F3.5 3 -6 3 # ^ o I AS NOTED - © 1 - I �_ - -T FIBERMESH @ I/ II I II L'E_:o, I OF CONCRETE 1.5 LBS C - OR 6x6 W 1.Y � .4xW1.4^iWWF s1`, I = N '` TOLL -17-01187 S1.01 _ 1 S1.01 ^ rO DIMENSIONS, CONDUITS ELECTRICAL EMBEDS FOUNDATION.. FOR GENERAL FEATURES, D , FPAVERS ON EMIL S PAR IN PREPARED VAPOR BA GRADE. BIER REFERENCE ONLY. SHEET 2. FTGS . & FND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. STAIRS BY Y OTHERS 4 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED • PROCTOR IN ACCORDANCE WITH ASTM D 1557. / MONO FOOTING TO I BUILDER I I I \STEMWALL PROVIDE 2 -#4x4' -O" w/ 2 #5x30 CORNER RACK BARS E C DOWELS EPDXIED 6 MIN. PROVIDE SAW CUTS PER -- AT SLAB MID -DEPTH. - - - - - - - / 5/S1.01, BUILD f ER T0- I I 1 I / COORDINATE WITH FINISH - ^ I � S1.o1 ,,� / FLOOR MATERIAL. � MONO FOOTING TO 8 I O I 11 Xev 'IX^ / ,` L » EMWALL w/ 2-#5x30 » S101 p g S1.01 STAIRS BY ^ -.�. S t7� 1 / ./ DOWELS EPDXIED 6 MIN. S1.01 I BUILDER ^ c.fl / 4 -1 8 -2 6 -7 8 -8 5 -4 14 -8 I g ^ / PAVERS` I I ^ ) F3.0 zX,I �3. BY OTHERS 51.01 I 1 co ^ I ^ o - - - r MONO FOOTING TO _ T -te y- /-J- STEMWALL ao 6 DOWELS EPDXIED 6 MIN. L <, - - - S1.o» l STAIRS BY BUILDER S \ 6 AIRS BY \ 101 \ 6'-8$j �_ 13 7 B ILDER I L 00 \� � \ 2 5 � ;r s I I I I 4 L I f Ln S1.01 [ I S1.01 p S1.01 � _ I I I i 10$ S1.01 ^ �o N.__ SAWCUT ^ 7B o� 1 iS1.01 r v . � 1 S1.01 ) ^ I LOI ff, 1 -11 Q I - I 3 2 ;, 12-7 I I I 4 C7 1 I - - I S1.01 r I I I © r- S1.01 ^I II I I S1:01 ( 3 I : L I ^ �' I I � I I I I�_ �_ S1.01 -- -- • N SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 74g77 DESIGNATES SLAB RECESS I Associates, Inc. I 420 Osceola Avenue Jax!. Beach; Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 g��y�aeaeaaaeaaaasesaatu'sa"�a,�, e'E R 40 N 5 9 A p h 0 No. J* STA E s C s'pd �}�,,.6•,QJ'G°� Ota 1A tl6°d' �� <Oi. �I Christopher I Sabourin PE =L PE#71461 RjEV1S ONS _ DATE j I I FIELDALTERATION !E L ERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR 1'0 BEINGI APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADITIONAL ENGINEERING OR I. INSPECTION: FEES. i T .�Ll�aa V I Ln W '. I W C) LiJ W I ; .a.i�.. z i cz, LLI Lf) Z L , i I I W 1 t' I 00 1 2 1 3 HB o S1.0i S1.01 S1.01 ^ S1.01 N I I_ 5-8)) 4P-4)) 10 -0' 590-01) 5-Y 2 -9 FOUNDATION 77) -Op) _I ! _I . . .PLAN. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R FOUNDATION PLAN PLAN NAME FOOTING SCHEDULE AND NOTES DAVENPORT -CARIBBEAN SCALE: 1/4" V-0" TYPE LENGTHWIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED GS KM LAP „„ » F2.0 2'-0 2'-0" 1 -0 3-#5 EA. WAY BOT. DATE ,_ '-6" 1'-0° 3-#5 EA. WAY BOT. F2.5 2 6 2 11.29.17 3-0 1,_0.. 3- 5 EA. WAY BOT. F3.0 3'-0' ' " # j SCALE " '-6" 1'-0" 4- 5 EA. WAY BOT. F3.5 3 -6 3 # I AS NOTED '_ " # EA. WAYO F4.0 4' -0" 4'-0" 1 0 6 4- 5 T LPA No. '- " 4'-6" 1'-0" 4- 5 EA. WAY BOT F4.5 4 6 # '` TOLL -17-01187 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. DIMENSIONS, CONDUITS ELECTRICAL EMBEDS FOUNDATION.. FOR GENERAL FEATURES, D , 3598 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS . & FND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. i S 1 O 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED • PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET.4 OF TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. .. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. I CORNER BARS TYPICAL AT WALLS GREATER THEN 12 HOOK INTO SLAB. 1-#5 CONT., PROVIDE VIDE SOLE PLATE ANCHOR 8 CM N BOTTOM U OPE B T M LINTEL SEE 3 SO.0 HIGH NOTIFY E.O.R. / 4'-0" CORNER BARS TYP. SEE 7B S1.01 MONO SLAB FOOTING AT PORCHES, 1 ff ( ) BLOCK w 1 5 CONTINUOUS FOR TEMPORARY BRACING 5- / # WHEN SPECIFIED ON PLAN. 2 LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL I F I I - N RADE SLAB ON W SUPPORT DETAIL. SLAB 0 GRADE, -_ - SEE PLAN. d �' a �, GRADE, SEE PLAN. GRADE \, SLAB, SEE PLAN. \ \\, .�--\ _ 8 CMU STEM WALL W . \ AT VERT. / #4 DOWEL TO CH SHOWER fDh N SLOPES TO DRAIN SEE ARCH SLAB ON STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. " Td 10 #4 VERT. @ 24"O.C. 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. �;> 4 VERTICAL DOWELS " "�.`-lel,- 5 �, LS @ 24 O.C. STEMWALL REINFORCING SEE # ! ( \ _ a ®o r \ !'' RAD ! G E _ ti r \ \ AIN _.. .. ._ PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. SCHEDULE w 6 HOOK INTO /. s , . 90 BEND INTO FT . ' !!' / \ SEE PLANLjEj \ ao \ r �+ REINFORCING !- FOOTING. LAP VERT REINFORC � -- a 1 ! - , . IF STEMWALL IS GREATER / 4 25-. THAN 3 COURSES. \ 4. !'! e 4 .. • CONTINUOUS CONCRETE CONT. CONCRETE FOOTING / _ d FOOTING STEMWALL SEE 1 51.01 _ 8"d x 16"w1 -STORY, .w 2 5 CONT. \ Q 3 CLEAR 10"d x 20"w � — -TORYf w /3)# OR ON. wJv 10"x20" — , _ i w/ 2 #5 CONT. FOOT ING SHOWER RECESS 1 STEMWALL FOOTING 2 3 GARAGE STEM WALL - IF REQUIRED) S1.01 Q RED IF RE UIRED SCALE. -3 4: - 1 0 ( ) S1.01 ( REQUIRED) S1.01 / i I I TYPICAL WALL FRAMING AND ANCHORAGE I PER -CONSTRUCTION SPECS 5 CONTINUOUS PROVIDE 1 ,_ O# .. CORNER BARS (TYPICAL) STEP SEE 12" HOOK INTO SLAB. ' ARCH. . 4 MAX.)( EQUAL TO SLAB , i THICKNESS. RAD 7B @ SLAB RECESS SLAB ON G E> _ S S SEE PLAN. 4BRICK VEN ER IS WALL FRAMING ACCEPTABLE WITHOUT a -}: INCREASE OF FOOTING SLAB ON GRADE, WALL FRAMING SIZE. 8" CMU STEM WALL W n == 1" DEEP SAWCUT w/ SEE' PLAN „ � SLAB N ELASTOMERIC SEALANT � STEP, SEE #4` VERTICAL DOWELS @ 24 O.C. . � �: '� � . <, � �— ARCH. PLAN r � SLAB ON BEND INTO FTG. ``�, \ GRADE—- _��:� :a 90 _� SLAB ON _- GRADE, ° S'EE P1..A1`1 � d- _ - SEE PLAN. A 0 - - GRADE co �:. NOTES: � S a �.. EE PLAN. , 1 PROVIDE SAWCUTS TO CREATE \ / CONTINUOUS CONCRETE__z� _ APPROXIMATE 12 X 1 MAX. -SQ. FOOTING 2 SAWCUT` CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. OPTIONAL 3» CLEAR � 8„x1 s 2” FLAIR 1 -STORY, w/(2)#5 CONT. „ Q 8 x16 1 -STORY, w/(2) 5 CONT. ff ff w 8"x20" 10 x20 v 2 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. w/ 2-#5 CONT. w� SAW CUT DETAIL BEA 4 STEMWALL AT GARAGE 5 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN SCALE: 3 4 = V-0 S1.01 /51.01 S1.01 S1.0T I TYPICAL WALL FRAMING AND ANCHORAGE PER 3„ MATCH DOOR /4 RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. OTHERS BOND BEAM w/1-#5 SLAB ON GRADE � 4 SEE PLAN. "t a 11 SLAB ON x �\\!���� PAVING BY Q / 8" MASONRY / BUILDER GRADE, � \\ „ „ - / STEM WALL w/ 12%12" 1#5 CONT. SEE PLAN. o 08 /' - 4 E. J. DETAIL 10B b4 ' . - \\ GRADE OR CONC. 1 # @ 48 O.0 MATERIAL - a !- �t, � SLAB, ::SEE PLAN: ,� / f SLAB ON N0 47 GRADE, . \!-' / �,!- SEE PLAN. Y !,r'\ ALTFOOTING AT �. ,!-' \ � .. d / 11 0 k • f \ ,..." BUILDERS DISCRETION. �\ 3` @ 48 OR O.C. \ '' # — /'- .. THICKENED EDGE ,f „ '• a � $ x8 ROD CHAIRS (TYP:) \ DETAIL 10A \ w/ 1-#5 CONT. 12" w/(2)#5 CONT . 12„ THICK x 20”..:WIDE w (2)#5 CONT. - I I � MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 1 o THICKENED SLAB I 5 �_011.01�-o I r ra. y, 2 Lou Ponti=o and Associates, Inc. 420 Osceola Avenue Jaxl:Ueach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Y j °sT FCA �° p p /'� .• w .ti . /¢g>S001 Christopher } Sahourin PE FL PE#71461 REVISIONS DATE: I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD M06FICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEINGIAPPROVED BY LOU PONTIGO ASSOCIATES MAY RESULT IN ArbDITIONAL ENGINEERING OR ` INSPECTION FEES. 11 N, PLAN NAME DAVENPORT CARIBBEAN DESIGN/DRAWN/CHECKED CS KM LAP DATE 11.29.17 SCALE AS NOTED SHEET 5 OE y T 'I SYMBOLS LEGEND -- ; DESIGNATES SHEARWALL, THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SWr 3/6 SHEAR WALL SHEATHING TC BE APPLIED. i L p 8d @ j DESIGNATES 8d COMMONS @ 3„ O.C. EDGE & `6" O.C, "IN THE I FLELD I DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pon p tlgo and -__ BEAM OR TRUSS, SEE PLAN Associates, I n c ANCHORLEGEND ,, LEGEND 420 Osceola Avenue ax Beach Florida 32250 /e A307 DIAMETER FULL HEIGHT Ph. 2412-0908 fax. 241-9557 THREADED ROD SEE DETAIL 1 2/so.1 FL. CA # 8344 SC. CA# 3579 I i I 5 A307 DIAMETER FULL HEIGHT % i X5 THREADED ROD SEE DETAIL 12 S0.1 will A307 DIAMETER THREADED .I ', I'll, s DED$ > ;3,; .+ ROD TERMINATES AT FIRST FLOOR �s"w.. A'j, ° .hN'A. M.;� P�" .p4 x ��4 �',g.. .. �f4> .may TOP PLATE S IL ary " .., :" �o G , EE DETAIL 12/S0:1 ..k ♦ • �.« 0. m 5/8" A307 DIAMETER THREADED a L w cr ROD TERMINATE F Q : I N 6 `)` r S AT FIRST FLOOR ! TOP PLATE, SEE DETAIL 12/SO.1 r 1� ST o .� OF SIMPSON HTT5 SEE DETAIL 15 SO.1 / Q, ,�1 e♦ SIMPSON DT E Bn E� T2Z SEED TAIL 15/SO.1 Y T 6x6 P.T. S P 2 POST 3 2X6. Chr1-stb her aho- 3 2x6 ( ) � 1 S urin PE w ABU66. SEE DETAIL ( ) I SPF#2 I,F L P E#71 4 :. / SPF#2 # ,/� SIMPSON LTT20B SEE DETAIL 15/S0.1 7 6I # f S0.1. (TYPICAL) (2 x8 1 /2 =2) 6-1 1 2 2x6-1 1 2/ ( C ) IIB POST. ) � POST. / O / , 4FDATE WALL STUD SCHEDULE REVISIONS \ I 2 2x6 \ 0 I PLATE STUD` SIZE 0 =EI II I SPF#2 LOCATION HEIGHT & SPACING _ ---- I I 1 PO T. 9'-X 2x4 SPF#2 @ 16 O.C. .- EXTERIOR # 1i I I I MAX • I FASTEN TOP- OF WALL I' OSB WALL <o N \ 10 -1 2z6 SPF#2 @ 16 O.C. or SHEATHING. PER DETAIL 5 S0.1. EXTERIOR / I MAX 2x4 SPF#2'@ 12„ O.C. ; 10'-1 TO „ } N EXTERIOR2x6 SPF#2 @ 16 O.C. Cts I 14'-0"# X t0 I I.! N I I \ 10'-0" L INTERIOR 2x4 SPF 2 @ 16 O.C. � MAX " " I I I I I 12 0 2x6 SPF#2 @ 16 O.C. or I I N � INTERIOR �� ! 1 I I ! I FIELD ALTERATION,_ 4 W �-. F 1 I W W (n MAX 2x4 SP 2@ 2 O.C. ,I I .. I SB WALL # I j I N I I ! > I > I. I � `-� STUD NATES. ".. CONT,RACTOR SHALL CONTACT LOU E -�'- =-_' __ o 0 o SHEATHING. ENTRY JAMB � ®_ PONTIGD &ASSOCIATES PRIOR TO co { CD m f I _... - _ __. � 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD x FASTENING Q 1 Q ) I Q MODIFICATIONS WHICH MAY VARY ' cl,2. MINI FROM THE INTENT OF THE ORIGINAL N � ) MUM STUD SIZE AND SPACING ARE SHOWN. I� T I I PER 8 50.1 I I I o l v / � CONTRACTOR MAY INCREASE' STUD SIZE TO MEET CON• TRUCTION DOCUMENTS. ANY I m I FAST N TOP OF WALL I- 1- ARCHITECTURAL REQUIREMENTS: FIELD ry4LTERNATIONS MADE PRIOR TO LL I 1 1 BEINGIAPPROVED BY LOU PONTIGO a PER DETAIL 5E S0.1. I A650CIATESMAY RESULT IN / in (n 3.) SPF DENOTES SPRUCE PINE FIR.: SYP DENOTES .SOUTHERN (n _w YELLOW PINE. ADDITIONAL ENGINEERING OR cl,i Q INSPECTION FEES. W � ,� � 4:) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. i - � m � ( I I 5: FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB I w/ 16d MASONRY CUT NAILS @ 16 O.C, ---- MINIMUM. SEE 3 S0.0 FOR ADDITIONAL ANCHORS AT I / / I ! N�' SHEARWALLS 7 + / 1 STRAP HEADER \ SEE 3/S0.1 FOR BEAM � x COMBINED USE PANEL NOTES f PER 7 S0.1 I N 1 CONN. (TYPICAL) / C. 1 x 1 (� T. EXTERIOR WALL SHEATHING' SHALL BE .�. I 2 2X4 (5)2X4 1 1 C14,.� SEE 3 S0.1 FOR BEAM { ( ) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 'i SPF 2 SPF#2 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING CONN. TYPICAL # I (TYPICAL) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2 2x8AJ P O G O 1/1 POST. GIRDER FG01 ABOVE ST. (2)2x8 ���-- 2. SEE SHEET S0.0 FOR WALL SHEATHING r , r, V'' 1 P. 2 2x4 3 x4,. SPECIFICATIONS. III, 3Y2 x7 1.8E ( ) O . �. , , 16\ I, Q _------ - 3. UPPER MOST TOP PLAT ROOF I j SPF 2 SP �2' ,I- E SUPPORTING �„ I PSL POST # ci 1 1 � _ SEE DETAIL MEMBERS SHALL BE STRAPPED AS SHOWN IN N Q T. i �K O w:: SHEATH CONT. THRU I t POST. PO i ,x, I I DETAIL 1 /SOLO 1 50.2Lij N ISL Q �.� PERPENDICULAR WALL:..: I / TRUSS T30 ABOVE o - I W _E � 4: INSTALL Dz O ALL SOLE PLATE ANCHORS PER DETAIL -F 3 S0.0 �l• h 2:.2x6. 1 I / ..�. J 3 2x4 I 2 2x6 ( ) z O � BRACE TOP I I . � I ..SPF I I P I # 2 , S F 2 O I OF WALL PERJ GENERAL T � I E NOTES POST. ,� OST. l L POST. r S01 1 SI S M I N TRELLIS BY r � T. SEE DETAIL 2 SOLO FOR WALL FRAMING DETAIL.. ! W N N BUILDER SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Q I I < I SIZES AND SPACING. AT GIRDERS AND BEAMS W; > PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER + \ IUj $ I = PLIES. M I OS WALL SHEATHING. ^ CO TTO 2nd LEVEL EL w - -�/ I I` 2. SEE SHEET S0.0 FOR ROOF AND. FLOOR. CO cn, PLAT C.7 TO E. LAP AT FLR SHEATHING SPECIFICATIONS., I W I SIM TO 1" .1 1 SYSTEMSO . L o/ Q 1 1 I 1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE �. o CO FASTEN TOP OF WALL I c� N I .,,, I PLIES BEAMS 'HEADER AND STUDS FASTEN PLIES I <C I I � STRAP HEADER I TOGETHER N oo PER DETAIL 5E/S0.1 I I PER DETAIL s/SOLO N PER 7/S0..1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N I- M vi .-, I � � l 3/SO.0 I - 0II' N �i (n ( 0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM N _ I .� ATTACHMENT PER DETAIL 5/S0.1 I- SEE DETAIL TLn 0I SB WALL I I 0 m 6. FOR ATTACHMENT W I 1 50,2 ENT OF EXTERIOR WALLS THAT Ft' SHEATHING. OSB ..WALL / I I I I TERMINATE ATE BETWEEN TRUSSES, SEE 5A/S0.1 a SHEATHING I { 7. AT PORCHES, SEE DETAIL 2/50.1 FOR FRAMING .- .___ - ------- AND HOLD DOWNS t 6' 0 - 2 2x6-1 1 - 3 2 2 2x6-1 - 2 2x6 1 1 O / 2 2x6 1 2 O 1 �' 0 2 sPF Hg CS18 STRAPPING DETAIL r POS-_- I CS18 STRAP w 10,, END LENGTH.'FASTEN I THIS END w/ 9-10d. ,I WALL FRAMING-/IIL w ; yy �W I II NO NAILS REQUIRED FIRST FLOOR III FLOOR IN CLEAR SPAN F I TRUSSES , FMIP-NIMING OR JOIST. ti ca L z� PLAN I WALL FRAMING ca {� a W SHEAR ALL NOTE: SW: 3/6 ii IL CS18 STRAP w/ 10 6 DESIG END LENGTH. FASTEN ! SW. / NATES SHEARWALL THIS END w 9-1od. / DO NtOT SCALE DIMENSIONS FROM NAILI G '- 8d Q 3" EDGE AND 6„ :.,,FIELD" o THESEI DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS SEE SCHEDULE ON i CONTACT THEE.O.R ON D ETAIL 3/SO.0 PLAN NAME FIRST FLOOR FRAMING PLAN DAV �NPORT -CARIBBEAN SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d@3"/6") SOLE PLT 0 # WHEN . NOTED ON PLAN SEE NOTE 2 DES�GN/DRAWN/CHECKED CS / KM / LAP DATE _I 11.29.17 SCALE _ AS NOTED LPA No. TOLL -17-01187 L i CONTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3598 3/,,0.0 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" 36" CENTER` SPACING ON S1.1 HT EE 6 OF 9 d VIF PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2I S0 .1. f d'f 1 O BALLOON I f FR i ! SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION; r"F4G u: MING PLAN NO 4• . ; ;- ..... 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 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.' Lou Ponti o and 3 associates 1 TRUSS I Inc. - I I20 Osceola Avenue `FASTENING DETAIL J Beach Florida225 1 3 0 Ph. 212-0908 Fax. 241-9557 FL: CIA # 8344 SC.,CA#3579 i I vo ,, ,� ♦yT{�9 r� .. : �q0 _�®. nom b .�. rysx " p♦ 8Y o` • oma' oo"'� \bm\bd °' O&.. :: � ♦ �/' �, N + V VOF T Y V >fa _ TUD DIRECTLY I �� .n RAFTER TAILS, 2 1 8 3 z RAFTER TAILS � TOP PLATE: To 8p , ,� 5 �ELOW TRUSS t6ra • gk�� S 1 1p , t SEE DETAIL 8 0.2 SDWC156 00 S0.1 / I STUD SDWC15600 50.2 SEE DETAIL SO.O E AIL 8 SO.2 . S0.1 S0.1 / - i Chrism her.. Sabourin PF. 2 H TS16 4- TS16 1 �) 2 FL PE# .�-�. 714.61 1 T15 F10 T06 ! THD46 JUS24 / \ Ju ' 30' SHEATH CONT THD46 / `\ f -- THRU LOW ROOF' BALLOON I F09 / 1 / I i I I ; oB A / \ M B OW F A R ME WALL FIELD ALTERATION I THD46 JUS24 , I I � THD46 L _ SEE 1 S1.2 / - CONTr2ACT0 R SHALL CONT (�STUDL� SB BLOCKING DIRECTLY ACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING PER DETAIL BELOW' TRUSS ANYSTRUCTURALFIELD » MOD FICATI' N O S WHICH MAY THD46 THD46 JUS24 J 24 Y Max J VARY --�— ------ "` --:, FROM THE INTENT' OF I 5E S0.1 / � , HE ORIGINAL CONSTRUCTIO r I T % N DOCUMENTS. ANY AME WALL F09 FIELD LTERNATIONS MADE'P PPI OP � � R OR TO / / r r . � I BEING APPROVED BY LOU PONTIGD & df I SDWC15600 DWC156 . /' f 00 SEE 1 S1.2 /f / TOP PLATE TO / t /, THD46 r / d THD46 JUS24 J 4 ASSOCIATES -MAY RESULT IN STUD SDWC15600 A DITIONAI ENGINEEP�NG OR IN5PE TO VI CTION FEES. f !. : I 0 / '• - Note. 1. SIslopedI ' o ed roof rafters may be LT u to and / J S24 P YP T D 6 M 4 T H 6 » Y I a .12.12 pitch and must be blydsmouth cut. { d 2. Reference detail 4 for installation I nstructlon . s I d? f d / JUS24 THD46 f THD46 I ,.. f d s .f I T 2 SIMPSON SDWC INSTALLATION RANGE.7 F09 S 0.1 r JUS24 THD46 THD46 '+ T09 �. F09 2 HTS16 2 HTS16 JUS24 T09 PORCH CEILING r � � I ( ) SHEATHING. .. ' AT BOTTOM CHORD OF W ( a TRUSS' SEE 2 50.1. � / I = I �\®q\®\b\ T 6 o \b band ii O \ 39 _ I I i : b bb \ TS1 H 6 bb ( b M) ID,. b I f N N s N O O N N N N ,.I -D cn T r LL LL I t > > > _ z _ _ ! JUS24 50.1 T T30 F04 I T1 W 38 I I co i 2 HT 1 . w S �? JU 4 I F— F -,W 2 HTS16 � o F z -- 03 T T1 S EA H CONT TH 37 R U 0 1 OSB BLOCKINGQ PER 3 a. w ,Q L W ROOF TO 1ST i TRELLIS BY Lt > � Ju a STUD NOT DIRECT � ,DETAIL 5E/50:1 w; w w L VEL BOTTOM PLATE0 n 8 o F03 W 0 0- W I T1 BUILDER BELOW TRUSS T36 > F— O Z w I SDWC15600 W \ I J-1~ - 1 W J W W Note. Reference detail 2a for Installation an le limit L SHEATH CONT TH , i— s, R F03 > W � T1 , 5 -- I T3 _ W - Ul ,. w I i , > Q Lf) SB BLOCKING- � LOW ROOF TO 2ND 1 PER oo � � M N r CL J >— ' I W� O O 'O O O O O I .,O cn > DW c>_ > > > > > > > C INSTALLATION LEVEL BOTTOM P ATE DETAIL 5E S0.1 8' (n T35 JUS / F02 � U F— fY O I T1 g SO.2 l \ / 1 / 1 / ( CV O tfl, ++ S0.2 i J F- JUS24\ I Q � .y I Rafter to Top Plate shown r I' O O W LL' O � _ (Truss to Top Plate similar) T35 F02 w [r f— o U — — \ I \ 1 \ , 1 / T13 8 I \/ \/ \/ LL_ C� O \( \/ \/ a ii JUS24 SC.2 (n i F•— — _ T35 / l / \ / \ / \ STUD NOT DIRECT o RAFTER TAILS �2 L l 111 1 \ 1 \ l \ O JUS24 / 1 I \ / / BELOW TRUSS J o — SEE DETAIL 8 SO.2 T35 F02 W T13 RAFTER TAILS / \ / \ / \ F— I SEE DETAIL 8 SO.2 ALn / _ �. o not Install SDWC +n T34 � hatched area T12 0 0 2 HTS16 HB �'--SDWC15600 I 10 ) I 1 10 SCIA S0.1 S0.1 T Overhang1 1/2 MIN 2.. MAX � DWC INSTALLATION RANGE I FLOOR AND R OF TRUSS Rafter or Truss h"', minimum edge LAC I V TEN d' t f f 11 Floor Truss Connector List Manuf Product Qty USP THD46 23 Is ane or u values {with or Splice may be in upper or PLAN without a plate lower plate splice} " DO NI DRAWINT SCALE DIMENSIONS FROM 2X4 I THESEI GS.IF A DIMENSION IS t; UNCLEAR REFER TO THE BLOCKING- I ; V from top plate ,Y ARCHITECTURAL DRAWINGS OR I CONTACT THE E.OR. ROOF " U 48" U. U. „ I 4-0.113x2 splice offset SHEATHING II for full values STUD NOT DIRECT' II BELOW TRUSS PLAN NAME TRUSS / ROOF RAFTER NOTES. STRAPPING NOTES FLOOR AND ROOF T USS PLACEMENT PLAN L BALLOON' — .- — r; II DAVENPORT CARIBBEAN STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1 SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SCALE: 1/4 = 1 -o I FRAME WALL II ' DESIGN/DRAWN/CHECKED CS / KM /LAP I' DATE MSTA24 / SDWC AT TOP PLATE SPLICE 11.29.17 II 2x6 LEDGER w ' (2)SDWC15600 SCALE 1 @ EA. END AS NOTED DTT2Z w/ Y2x6 LPA No. LAG SCREW TOLL -17-01187 48�, CONTROL No. O.C. j 3598 1 BALLOON FRAME WALL � SHEET S1.2 , S1.2 SHEET 7 OF . R USS TIE DOWN WITH SIMPSCON SDWC —_. -- 0 \ \ / I RIE VISIONS I DATE N N M N � �t N AO I� N F O N F— r C1 H TS16 � O; F- O O O Ct O M O F— N O F— i THD46 THD46 tl F09 JUS24 J S2 - Rafter to To P P Plate shown i I \ J 0 Truss , to To .Plat P. a similar i ._ 4�- THD46 THD 46 THD46 JUS24 JU S24 Optimal 12 P �L I F09 /\ _ /\ 1d o THD46 JUS24 / \ Ju ' 30' SHEATH CONT THD46 / `\ f -- THRU LOW ROOF' BALLOON I F09 / 1 / I i I I ; oB A / \ M B OW F A R ME WALL FIELD ALTERATION I THD46 JUS24 , I I � THD46 L _ SEE 1 S1.2 / - CONTr2ACT0 R SHALL CONT (�STUDL� SB BLOCKING DIRECTLY ACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING PER DETAIL BELOW' TRUSS ANYSTRUCTURALFIELD » MOD FICATI' N O S WHICH MAY THD46 THD46 JUS24 J 24 Y Max J VARY --�— ------ "` --:, FROM THE INTENT' OF I 5E S0.1 / � , HE ORIGINAL CONSTRUCTIO r I T % N DOCUMENTS. ANY AME WALL F09 FIELD LTERNATIONS MADE'P PPI OP � � R OR TO / / r r . � I BEING APPROVED BY LOU PONTIGD & df I SDWC15600 DWC156 . /' f 00 SEE 1 S1.2 /f / TOP PLATE TO / t /, THD46 r / d THD46 JUS24 J 4 ASSOCIATES -MAY RESULT IN STUD SDWC15600 A DITIONAI ENGINEEP�NG OR IN5PE TO VI CTION FEES. f !. : I 0 / '• - Note. 1. SIslopedI ' o ed roof rafters may be LT u to and / J S24 P YP T D 6 M 4 T H 6 » Y I a .12.12 pitch and must be blydsmouth cut. { d 2. Reference detail 4 for installation I nstructlon . s I d? f d / JUS24 THD46 f THD46 I ,.. f d s .f I T 2 SIMPSON SDWC INSTALLATION RANGE.7 F09 S 0.1 r JUS24 THD46 THD46 '+ T09 �. F09 2 HTS16 2 HTS16 JUS24 T09 PORCH CEILING r � � I ( ) SHEATHING. .. ' AT BOTTOM CHORD OF W ( a TRUSS' SEE 2 50.1. � / I = I �\®q\®\b\ T 6 o \b band ii O \ 39 _ I I i : b bb \ TS1 H 6 bb ( b M) ID,. b I f N N s N O O N N N N ,.I -D cn T r LL LL I t > > > _ z _ _ ! JUS24 50.1 T T30 F04 I T1 W 38 I I co i 2 HT 1 . w S �? JU 4 I F— F -,W 2 HTS16 � o F z -- 03 T T1 S EA H CONT TH 37 R U 0 1 OSB BLOCKINGQ PER 3 a. w ,Q L W ROOF TO 1ST i TRELLIS BY Lt > � Ju a STUD NOT DIRECT � ,DETAIL 5E/50:1 w; w w L VEL BOTTOM PLATE0 n 8 o F03 W 0 0- W I T1 BUILDER BELOW TRUSS T36 > F— O Z w I SDWC15600 W \ I J-1~ - 1 W J W W Note. Reference detail 2a for Installation an le limit L SHEATH CONT TH , i— s, R F03 > W � T1 , 5 -- I T3 _ W - Ul ,. w I i , > Q Lf) SB BLOCKING- � LOW ROOF TO 2ND 1 PER oo � � M N r CL J >— ' I W� O O 'O O O O O I .,O cn > DW c>_ > > > > > > > C INSTALLATION LEVEL BOTTOM P ATE DETAIL 5E S0.1 8' (n T35 JUS / F02 � U F— fY O I T1 g SO.2 l \ / 1 / 1 / ( CV O tfl, ++ S0.2 i J F- JUS24\ I Q � .y I Rafter to Top Plate shown r I' O O W LL' O � _ (Truss to Top Plate similar) T35 F02 w [r f— o U — — \ I \ 1 \ , 1 / T13 8 I \/ \/ \/ LL_ C� O \( \/ \/ a ii JUS24 SC.2 (n i F•— — _ T35 / l / \ / \ / \ STUD NOT DIRECT o RAFTER TAILS �2 L l 111 1 \ 1 \ l \ O JUS24 / 1 I \ / / BELOW TRUSS J o — SEE DETAIL 8 SO.2 T35 F02 W T13 RAFTER TAILS / \ / \ / \ F— I SEE DETAIL 8 SO.2 ALn / _ �. o not Install SDWC +n T34 � hatched area T12 0 0 2 HTS16 HB �'--SDWC15600 I 10 ) I 1 10 SCIA S0.1 S0.1 T Overhang1 1/2 MIN 2.. MAX � DWC INSTALLATION RANGE I FLOOR AND R OF TRUSS Rafter or Truss h"', minimum edge LAC I V TEN d' t f f 11 Floor Truss Connector List Manuf Product Qty USP THD46 23 Is ane or u values {with or Splice may be in upper or PLAN without a plate lower plate splice} " DO NI DRAWINT SCALE DIMENSIONS FROM 2X4 I THESEI GS.IF A DIMENSION IS t; UNCLEAR REFER TO THE BLOCKING- I ; V from top plate ,Y ARCHITECTURAL DRAWINGS OR I CONTACT THE E.OR. ROOF " U 48" U. U. „ I 4-0.113x2 splice offset SHEATHING II for full values STUD NOT DIRECT' II BELOW TRUSS PLAN NAME TRUSS / ROOF RAFTER NOTES. STRAPPING NOTES FLOOR AND ROOF T USS PLACEMENT PLAN L BALLOON' — .- — r; II DAVENPORT CARIBBEAN STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1 SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SCALE: 1/4 = 1 -o I FRAME WALL II ' DESIGN/DRAWN/CHECKED CS / KM /LAP I' DATE MSTA24 / SDWC AT TOP PLATE SPLICE 11.29.17 II 2x6 LEDGER w ' (2)SDWC15600 SCALE 1 @ EA. END AS NOTED DTT2Z w/ Y2x6 LPA No. LAG SCREW TOLL -17-01187 48�, CONTROL No. O.C. j 3598 1 BALLOON FRAME WALL � SHEET S1.2 , S1.2 SHEET 7 OF SYMBOLS LEGEND DESIGNATES SHEARWALL ,HE HIDDEN ----=== LINE DESIGNATES SIDE OF WALL THE " SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. T 8d @ 9 DESIGNATES 8d COMMONS @ 3" D.C. EDGE & 6" O:C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED 4 FOR SUPPORT HEADER. r:.. x> Lpu Pontigo and _ - - BEAM OR TRUSS SEE PLAN Associates, I: n c . ANCHORLEGEND EGEN X20 Osceola Avenue Jaxl Beach, Florida 32250 3i A307 DIAMETER FULL HEIGHT Ph. 242 0908 Fax. 241-9557 X THREADED ROD, SLE DETAIL 12/S0.1 FL:A # 8344 SC: CA#3579 G /a A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/S0.1 I `�tsueeaueasurur�*r 3/8" A307 DIAMETER THREADED �r�` ssssss�s ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/50.1 e r, G4 5/a° A307 DIAMETER THREADED �:11 it *a (95 ROD TERMINATES AT FIRST FLOOR NO + - TOP PLATE, SEE DETAIL 12/ 50.1 w � - SIMPSON HTT5 SEE DETAIL 15/S0.1 a F BALLOON FRAME WALL TO OUTLOOKERS1j SIMPSON DTT2Z SEE DETAIL 15/S0.1 Jts,_, tlA ,rib` w 2x6 SPF _2 @16 O.C. PER 4 S0.2 � Christopher 1 Sabourin PE ao ( , co SIMPSON LTT20B SEE DETAIL 15/S0.1 F L P E # 714 1 (2)2x6-1 /2 ((2)2x6-1/23 (2)2x6-1 /2 v I �_„_ WALL STUD SCHEDULE R�Ev1sIONS DATE °o °Q PLATE STUD SIZE LOCATION HEIGHT & SPACING - i 1 - EXTERIOR 9 1 2x4 SPF#2 @ 16 D.C. SHEATH CONT I MAX THRU LOW ROOF ( EXTERIOR 10'-1 2x6 SPF#2 @ 16° O.C. or TO BEAM BELOW ( MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10TO 2x6 SPF#2 @ 16" O.C. (Z. - INTERIOR MAX 2x4 SPF#2 @ 16 O.C. 0I 0_ 12'-0" 2x6 SPF#E2 @ 16" O.C. or N INTERIOR FIELD ALTERATION W O I W MAX 2x4 SPF#2 @ 12" O.C. I CONTRACTOR SHALL CONTACT LOU m I STW� NOTES. PONTIGO 8 ASSOCIATES PRIOR TO J1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD OIC I Q MOO IFICATIDNS WHICH MAY VARY J I 2,) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL CS18 Q BOTTOM OF STUD ,.n..l-, ^I-- -.., ,.r,,.. ,.,�, II- eT,,,,-1,,.,.,.--1 A-1 INSPECTION FEES.' / Q I Q 2 FOR ALL TOP PLATES AND SOLE PLATES. \ / rY W I m 4. ) USE SYP # CL P I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING. WALLS Z TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. I W MINIMUM. SEE ,3 SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I Q L� I COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE .v... CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I' TOP PLATE. SEE DETAIL 1 SO.1 FOR SHEATHING v , SPLICE LOCATIONS FOR MULTI STORY CONDITIONS l W CS18 --- -_ �_ __ -- -- -- -- -- -- -- -- I 2. SEE SHEET SO.0 FOR WALL SHEATHING V, Uj n CS18 I � _ „� I I I f sI I I SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF 0,/ I LU MEMBERS SHALL BE STRAPPED AS SHOWN IN 0 I DETAIL 1 /SO.0N U [A -1 { 4 INSTALL SOLE PLATE ANCHORS PER DETAIL r I �o I SHEA N CONT THRU 3`=so.o :LOW [ROOF TO 1ST I 1 LEVE BOTTOM 'PLATE GENERAL NOTES I FOR S0.0 1. SEE DETAIL 2 CD / WALL FRAMING DETAIL. I; I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING, AT GIRDERS AND BEAMS, I I PROVIDE STUDS BELOW TO MATCH .BEAM/GIRDER W ^4PLIES. S0.1 18 I 2. SEE SHEET S0.0 FORV 0 � J R OF AND .FLOOR N SHEATHING SPECIFICATIONS. i O L I SHEATH CONT THRU Q � 3. WHERE FRAMING. MEMBERS CONSIST OF MULTIPLE PLIES BEAMS HEADER, 1 E ER AND STUDS) FASTEN 1 LOW ROOF TO 2ND L ( s ) T PLIES i .TOGETHER PER DETAIL 6/SO:D , LEVEL BOTTOM PLATE I' W 4. INSTALL SOLE PLATE ANCHORS PER .DETAIL I a_ W 3/SO.O I L J 1 -� 5. AT SHEARWALLS PROVIDE DIAPHRAGM Z Q ATTACHMENT PER DETAIL 5/S0.1 ap Z 6: FOR ATTACHMENT OF EXTERIOR WALLS THAT W IW TERMINATE BETWEEN TRUSSES, SES, SEE 5A/S0.1 I c� Q 7. AT PORCHES, SEE DETAIL 2/S0:1 FOR .FRAMING_ - W AND HOLD DOWNS (2)2x6- 2 2 2x6-1 2 00 0 a U) N CS18 STRAPPING DETAIL I J U BALLOON AL ON FRA E WALL TO OUTLOOKERS;, CS18 STRAP w/ 10 I w/2x6 SPF#2 @ 16 O.C. PER 4 SO.2 � I END LENGTH: FASTEN' � THIS END w/ 9-10d. � 4 ,7 ; a z� I WALL FRAMING w ;I o W ail I SECOND II� N0 NAILS .REQUIRED III FLOOR IN CLEAR SPAN �I I I TRUSSES FLOOR OR JOIST. , 0 RAMING (y WALL FRAMING ` I I� Wz , it a J - II{ I -I PLAN 4CS18 STRAP w/ 10" �� END LENGTH. FASTEN 0.131x @ 6 O.C. THIS END w/ 9-10d. DO NUT SCALE DIMENSIONS FROM 2x6 BLOCKING THESEI DRAWINGS. IF A DIMENSION iS UNCLEAR REFER TO THE AR UHITECTURAE DRAWINGS OR CONTACT THE E.O.R. X Ilk TOP PLATE TO STUDS w SECOND FLOOR FRAMING PLAN SDWC15600 @ 32C.C.("DAV I PLAN NAME " -NPORT - CARIBBEAN SCALE. 1/4", 1'-0" DESIGN/DRAWN/CHECKED I 9S / KM / LAP DATE 11.29.17 XX GIRDER SCALE TRUSS FLOORPLATE TO T USS: As NOTED 1 SDWC15600 LPA No, TRUSS TOLL -17-01187 CONTROL No. 1 SECTION 3598 SHEE1 I �.3 I S1.3 SH ET F E 8 0 9 Ph. 242-0908 Fax. 241-9557 FL: A #f_8344 SC: CA# 3579 �i €q �', rw y°°a ,°'J. r7ii+ry "•aa« cod rr`rr I 91 « � a 7 6? 0 a --I 0F. }r''di80dliSiiii55i485tSYt hristo'pher l Sahourin PE FL PE#71461 RIE`VIS10NS DATE _I T41 INSI Not : 1. Sloped—roof rafters may be sloped up to andincluding a 12:12 pitchandmust be "birdsmouth" cut. r installation Instructions. , T41 2. Reference detail 4 f o nstal atl SYMBOLS LEGEND SIMPSON SDWC INSTALLATION RANGE T41 HTS16 DESIGNATES UPLIFT CONNECTION. T41 1. AMING PLAN NOTES, FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. I 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0, 5r1 T41 ✓' _ __,_ 4. WHEN USING (2)H2.5T CLIPS ON VA," WIDE LUMBER, PLACE CLIPS SO.O; DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. I IFTT T Fill I j - TRUSS SIM. T41 FASTENING DETAILS i I SIM. 5 I II qc.=ggC^+q ®q - 4 �Mpyo BALLOON FRAME WALL TO OUTLOOKER' V I S0.0 w 2x6 SPF#2 / # 16" O.C. PER 4 SO.2 / DIRECTLY KOW TRUSSUD LTOP PLATE TO SDWC15600 STUD SDWC15600 4 SETTRUS TO C STUD NOT DIRECTL INSIDE FACE OF SO.2 WALL PER 4/SO.2 BUSS TIE DOWN WITH S MPSON SDWC 141 T40 SDWC15600 Note: Reference detail 2a for installation an le limit i Rafter to Top Plate shown T41 T41 - I Truss to Top Plate similar SDWC INSTALLATION Optimal 22)2' T41 T41p i 10 30' T41 Rafter to Top Plate shown L� (Truss to Top Plate similar) T41 STUD DIRECTLY T41 t mox �2 STUD NOT DIRECT BELOW TRUSS BELOW TRUSS T41 Y2"Max T41 T40 Do not install SDWC in XXX I SDWC15600 TOP PLATE 70 TO hatched area 4 INSIDE FACE STUD SDWC15600 Ph. 242-0908 Fax. 241-9557 FL: A #f_8344 SC: CA# 3579 �i €q �', rw y°°a ,°'J. r7ii+ry "•aa« cod rr`rr I 91 « � a 7 6? 0 a --I 0F. }r''di80dliSiiii55i485tSYt hristo'pher l Sahourin PE FL PE#71461 RIE`VIS10NS DATE _I T41 INSI Not : 1. Sloped—roof rafters may be sloped up to andincluding a 12:12 pitchandmust be "birdsmouth" cut. r installation Instructions. , T41 2. Reference detail 4 f o nstal atl t I �IDWC INST ALLATIONRA NGE TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES s , 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING g._ WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED Rafter or Truss Y,"' minimum edge distance for full values (with or Splice may be in upper or without a plate lower late P splice) - p Y.° from top plate„ . splice Offset for full values STUD NOT DIRECTL I I ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME _ DAVENPORT — CARIBBEAN SCALE: 1/4" 1,_O,€ DESIGN/DRAWN/CHECK ED KM QS / / LAP I DALE S DWC AT TOP PLATE SPLICE 11.29.1 QCT LOU IOR TO FIELD f VARY RIGINAL -S ANY 'RIOR TO INTIGO 8 T IN 3 OR SHEET9 C SIMPSON SDWC INSTALLATION RANGE T41 T41 I 5r1 T41 ✓' _ __,_ SO.O; /' IFTT T Fill I SIM. T41 SIM. 5 I II I S0.0 STUD NOT DIRECTL BELOW TRUSS 141 SDWC15600 Note: Reference detail 2a for installation an le limit T41 - I 3 SDWC INSTALLATION T41 i Rafter to Top Plate shown (Truss to Top Plate similar) T41 T41 t mox �2 STUD NOT DIRECT BELOW TRUSS T41 T40 Do not install SDWC in XXX X SET TRUSS TO hatched area 4 INSIDE FACE OF SDWC15600 So.2 BALLOON FRAME 'WALL TO OUTLOOK€RS WALL PER 4/SO.2 w/2x6 SPF#2' _16 O.C. PER 4/SO.2 Overhang 1 1/2,€.MIN : 2" MAX t t I �IDWC INST ALLATIONRA NGE TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES s , 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING g._ WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED Rafter or Truss Y,"' minimum edge distance for full values (with or Splice may be in upper or without a plate lower late P splice) - p Y.° from top plate„ . splice Offset for full values STUD NOT DIRECTL I I ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME _ DAVENPORT — CARIBBEAN SCALE: 1/4" 1,_O,€ DESIGN/DRAWN/CHECK ED KM QS / / LAP I DALE S DWC AT TOP PLATE SPLICE 11.29.1 QCT LOU IOR TO FIELD f VARY RIGINAL -S ANY 'RIOR TO INTIGO 8 T IN 3 OR SHEET9 C