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1744 ATLANTIC BEACH DR - STRU. DRAWINGS: TYPICAL flEAb ING DESIGN SPECIFICATIONS USP CONNECTORS R Nau TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE ` r 0.131X3" 'TOE NAILS -. .......- PI ATF SPI I[ F DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL : EDGE STRIP (PSF) AFTER THE DATE OF THE ORIGINAL PLANS DESIGN IS VOID ONE YEAR A , UNLESS PLANS HAVE BEEN REVIEWED FOR: CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TDP CHORD LIVE LOAD 20 psf - 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 1105 1105 USP LTS20B / � ROD z 10 f LADDING COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR : EDGE STRIP (PSF) ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR U�r IVId1fzG IulV IYJJ kzpUU t,. GARAGE +22.9 DOOR -28.8 (8'x7') I JPERMANENT TRUSS;8d,sTO BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR I TE OR WALLS �� TYPICALLY FULL HEIGHT THREADED ' RODS ®6 -0" O.C. BLOCKING ONLY REQUIRED Q AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS „ @ 8 OC 2 CAR 4A_vw%.rn1114v VIYL,- REQUIRED IF SHEARWALL.: � .. - I -- J - - FASTEN LOWER T STUD TALLER STUD wD COMMON. ,, 2 ROWS OF 10d COMS @ 3 O.C. „ ®12 O.C. TYPICAL SOLE NAILING. » : 0.131x3 TOE NAILS. 3 � 2x4. (4) @ 2x6. (5}; � 2x8. PT. SYP#2 SOLE PLATE. „ WALL SHEATHING .. e SEE DETAIL 1 50.1 � . FOR SPLICING .. .. OPTIONS. GARAGE +21.8 DOOR -23.9 (16'x7') 1105 1105 USP LTS20B / � ROD z UPLIFT LAB, LX?J = (5J NAILS .., , ., ,� ,.,.�,.w. TYPICAL STUD NAILING. - '-0" MIN. SPLICE LENGTH 2x10 2x12 I » 7 NAILS - FASTEN AL P P CONNECTOR FA TENERS FL CODE O L. 0 PLATES ' ,, „ ,. 16 0:131x NAILS 0.131x3 END NAILS. 9 LVL,_11 L = SYP SPFVL (7) NAILS 'TOGETHER W 3 ROWS VENLY SPACE ( ) 2 4 _ ,. @ 2x , ( )_ - 14 LVL, 16 LVL 9 NAILS F .1 1x • O 0 3 3 12 O.C. STAGGERED. USP A35 450 450 (9)10dx1 z ;.,.,.,.�.. 3 ®2x6 USP RT7 585 495 (5)8d EA. END (4) 0 2x8. SY 2 USP RT8A 775 650 (5)10dx1 /z" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING,. 6"MAX. USP MTW12 1195 860 (7)10dx1 /z" EA. END 1. USE SPF#2 OR BETTER FORSEE'SPECIFICATIONS. I---' USP H7W20 1450 1245 1210dx /z" EA. END ALL WALL STUDS.. SEE 5/ SO.0. ITI TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps LOAD 0 sf BOTTOM CHORD LIVE 5 f PPLATES P - DEAD LOAD 5 psf BOTTOM CHORD D BO H P 5 psf DEFLECTION CRITERIA. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L240: FLOOR FRAMING. LIVE LOAD L/360 & TOTAL LOADL 240 „ 0.75 MAX ANY CASE VALUES(ASID). T THE VALUES ABOVE ARE ALLOWABLE WIND PRESSUREHE PERMITTED ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMI BY REDUCTIO ESS DESIGN METHODOLOGY. NO FURTHER N THE ALLOWABLE STRESS SHALL L BE PERMITTED NTS SHALL BE DESIGNED FOR BOTH COMPONENT &CLADDING WALL ELEMENTS ABOVE. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE 0 PERMISSIBLE. LINEAR INTERPOLATION ISP _ _ _ _ • PLUS PRESSURE AND MINUS SUCTION. FRAMING IS THE ORS FASTENING TO THE WALL RAMI WINDOWS/DOORS DESIGN OF WINDOWS DO RESPONSIBILITY OF THE WINDOW/DOOR MANUF. SUPPLIER & SHALL MEET / THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a a �-i`- �� r -- --y o v I' a � I 1 -- I t a 4 * DENOTES EDGE STR P. - v r - SEE C & C CHART I , ABOVE FOR a DIMENSION v I 1 v -�-� a U�r IVId1fzG IulV IYJJ kzpUU t,. LIlu (4)12d TOE NAILS Z. UJt Ort -#Z r0m ALL IVF AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION U.O.N. ON L/ PAN.ONDITION BOTTOM LATE OF 5. .FASTEN BO P ) INTERIOR LOAD BEARING CRET WALLS TO CONCRETE SLAB w 10d MASONRY CUT NAILS @ / » 48 O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SIZE" S TEM. ROVE: (5)12d TOE NAILS ` I JPERMANENT TRUSS;8d,sTO BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR I TE OR WALLS �� TYPICALLY FULL HEIGHT THREADED ' RODS ®6 -0" O.C. BLOCKING ONLY REQUIRED Q AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS „ @ 8 OC RAISED 4A_vw%.rn1114v VIYL,- REQUIRED IF SHEARWALL.: � .. - I -- J - - FASTEN LOWER T STUD TALLER STUD wD COMMON. ,, 2 ROWS OF 10d COMS @ 3 O.C. „ ®12 O.C. TYPICAL SOLE NAILING. » : 0.131x3 TOE NAILS. 3 � 2x4. (4) @ 2x6. (5}; � 2x8. PT. SYP#2 SOLE PLATE. „ WALL SHEATHING .. e SEE DETAIL 1 50.1 � . FOR SPLICING .. .. OPTIONS. ------ (3)2x6 SYP #2 HEADER IL USP MSTA36 2065 2065 13 1Od - _A. END 1105 1105 USP LTS20B / � ROD z FTG. 1305 1305 USPJUS28 61OdTHEADER 3x3x0:229" 429 4290 USP HTT16 0 5/,"0 , ;' R0 TO FTG.: USP HTT22 5370 5370 s _ /a,u ROD TO FTG. NO LOADING: WIL_- 'SIGN. WITH A ASCE 7 10 FOR WIND UPLIFT, .TRUSSES SHALL BE DESIGNED MIN.' DEAD LOAD C OF 5 PSF TOP CHORD AND 5 PSF BOT TOM CHORD.. REACTIONS CALCULATED FOR THE. BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY ATTIC FLOOR LOADS COMBINED WITH ROOF LIVE LOADS. SHALL BE MULTIPLIED E w DEAD LOAD. � `7 WHEN COMBINED BY O. 5 E / - _ - - _LATE ASCE 7 10 130 MPH BASIC WIND SPEED ( ) --------------- IMPORTANCE: FACTOR 1.00 MEAN ROOF HEIGHT ---------------- 25:0. FT ROOF PITCH 7/12 Y - - - - - - - - - - - - - --- BUILDING CA,TEGOR,,_ -- EXPOSURE CATEGORY - - - - - - - - - - - - - C - - - - - - - - _ - - - ENCLOSURE CLASSIFICATION ENCLOSED _ - - - - - - - - _ INTERNAL PRESSURE COEFFICIENT t .18 5 ••, USP P AU44 2535 � R0� / a w 12 16d / ( ) PAU66 53 9 R 2 5 /a w 12 16dUSP / ( ) USP MSTAM24 5 x. 1545 .1.455 /a ( ) _� /a TAPCONS SIMPSON CONNECTORS CONNECTOR- UPLIFT. FASTENERS FA NE FL CODE SYP SPF SEE PLAN FOR STD AND O.C. SPACING. CONTINUOUS LOCKING WITHIN FLOOR S WHERE POST IS A35 - 450 450 12-8dx1 /z 10446.4 H2.5T "' 600 520 5-8d EA. _ _ND 11478.3 HTS16 1150 1085 16-t Od EA. ENS 10456.6 MTS12 1000 860 7 10dx1 /z „ EA. END 10456.3 ; . 777 . • 6 ., HTS20 1450 1245 , 24 10dx1 , » z EA. END 13872.3 MATER IAL SPECIFICATIONS MSTA24 1765' 1270' 9 tOd EA. ENO` 13872.4 MSTA36 2050 1870 13-10d EA END 13872 8 SYP#2 DBL. HE ER, TOP PLATE. PE • PLAN. 6 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS S 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS ` 6 8'-4" RAISED .(1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 HEADER IL 4" 2Y4' DROPPED HEA REA. DE 42° FASTENED w/ 3-0.131"x3" END TYPICAL. SHEATHING MAY A EXTEND 2" 3x3x0:229" 4h" (:ARCHED ANSOM OPTION SEE RIGHT. SYP#2 HEADER, PER PLANS. ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. WINDOW SILL SEE SCHEDULE FOR JACK AND SILL SIZE AND CONNECTION KING STUDS, EACH END. SEE PLAN. x a FOUNDATION SEE PLAN ON ROUGH DROPPED HEAD OPENING OR SILL PLATES MINIMUM END I FASTENER EACH END 6 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS S 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS ` 6 8'-4" (3)2x4 SYP #2 .(1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS Imi I I IP AM TnAd WE A MAX. MIN. SOLE PLATE ANCHOR: v I I v r WALL FRAMING AT WALL FRAMING AT L J 18 16d T TRUSS BEAM 8d FLOOR SHEATHING FROM SOLE SEE SCHEDULE R PLATE CHANGE CONDITION ARE AND ANCHORS: I ER CONDIT . HARDw A � � t Hrr4 34so 3080. ,, 11496.2 COMMON SEE SPECIFICATIONS. PLATE BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH 0 ACTUAL PLAN* ��1 -5 „ [NOT A ] a a 1 /e, G ROD TO FTG. � I I @ 3 O.C, BUILDER A 1 F 1554 GRADE 36. BU LDE MAY CHOOSE .. HER THE DROPPED ASTM A .307 OR ASTM -I WALL FRAMING AT 32-16d 0 TRUSS/BEAM HEADER CONDITION OR ISED HEADER CONDITION. WASHERS SHALL- BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - - - - - - - HTT5 5250 4670 11496.2 F I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE 1-% 2 ROD TO FTG: �: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I I 2 TYPICAL WALL FRAMING 6-10d TO HEADER. I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I71 f S0.0 RETROFIT REBAR" R OD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HA R _ LE I I ' FOR CONSTRUCTION MEANS METHODS TECHNIQUES 'PROCEDURES OR f. I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, :HOLES` SHALL BE /q � I I SOLE PLA:, ANCHOR , 14-16d TO HEADER � i SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY L - - - - - - J - - - � �• • HU41-0 905 785 10531.36. LD DOWN. LARGER THAN REBAR SIX AND / LARGER THAN 'THREADED ROD SIZE. s OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST» (U.0.N.) CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 1/S0.1.-/ 2 " 3x3xYq SLOTTED THEM TO S RUCT s » # SEE 5 SO 0.WASHER PUSHED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 /a 0 ROD EPDXIED 6' MIN 10849.6 / DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT J T (DUAL' CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/, "0 ROD EPDXIED 6° MIN 10849.6 • ,. 3x3xYa" SLOTTED FACE OF WALL: «_ EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES. BLOCKING ONLY REQUIRED 2 WASHER PUSHED SHALL BE ASTM A615, GRADE 60. SET N A N` A SIMPSON EPDXY-TIE 11506.4 I REINFORCING STEEL. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE / /AT SHEARWALLS` AND WALL SHEATHING A 992 GRADE 50. TO OUTSIDE - STRUCTURAL STEEL. SHALL BE STM A LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT STUCCO FINISH; s to -16d To STUD/BEAM/POST. I SEE DETAIL. 1 S0.1 FACE OF WALL. - SHALL BE ASTM A185. 1 / WELDED WIRE FABRIC (WWF): WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 167 1675. �, .. LTT206 5 11496.3 FOR SPLICING : LAN P VIEW LAMINATED VENEER LUMBER (LVL). ALL LAMINATED VENEER .LUMBER HEADERS DIRECTLY: SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/,"o , R D TO FTG: RATED SHEATHING _ _ .OPTIONS. TIC BOUNDARY F D THE FOLLOWING DESIGN PROPERTIES ELAS TRUSSES, `FLOOR FRAMING NOT SHALL'. MEET OR EXCEED PRE-ENGINEERED WOOD FLOOR AND ROOF USSE - SEE GENERAL NOTES. LSTA12 805 695 10 10d 13872.5 „ I 12 1 SHEATHING: SPECIFICALLY ADDRESSED TRUSS -TO -TRUSS CONNEu.110N AND ANY FULL HEIGHT E Yz MODULUS E 1,9OOksi, BENDING. STRESS (Fb) 2600psi I Okz THREADED ROD .. .. .... .: _ . u „ Y ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING PT. 'SYP#2 EPDXIED 4 - OR kz �x6 1;, MAX. MIN. . . TO BE SILL PLATE. EXAMPLE OF PANEL CONTINUOUS VSIMPSON 11TEN HD v EDGE W BLOCKING ' 7' �' � ' 7' SOLES PLATE BREAK / GENERAL NOTES � CONS I RUCTION SPECIFII�A SPECIFICATIONS TO UPPER INTERIOR BEARING WHERE REQUIRE BY TOP PLATE. WALL: SEE SCHEDULESECTION VIEW GENERAL NOTES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD AND O.C. SPACING. # >/ � WALL SHEATHING TO RQOF SHEATHING SPECIFICATIONS: SOLE PLATE RAISE "FROM' 7 „ " „ Y8 24 16 APA RATED OSB OR PLYWOOD SHEATHING NAILED w 0.113x2 RING SHANK NAILS 6 O.C. EDGE & 6 O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 -0 OF ROOF EDGE). » SEE DETA LS SEE DETAILS SHINGLE MIN..: /�s / / ( ) 8d @ 3 BOTTOM OF SOLE " „ „ , ON S1.01 PLAN AND FASTEN AT GABLE ENDS DECREASE GE NAIL SPACING TO 4 O.C. WITHIN 4 -0 OF ROOF EDGE). - 2 16 APA RATED SHEATHING NAILED w 0.113x2 RING SHANK � 6 O.C. EDGE & 6 O.C. FIELD ECRE ED •• TILE MIN. 15/32 3 / / ( ) -- - - --- w/8dCOMMON";@ 3 » » O.C. SOLE PLATE ANCHOR SCHEDULE j ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING { 42" 24" 3x3xO.229" 4" 2Y4' DROPPED HEA REA. DE 42° FASTENED w/ 3-0.131"x3" END TYPICAL. SHEATHING MAY A EXTEND 2" 3x3x0:229" 4h" 2-" PAST BLOCKING- WINDOW SYP#2 HEADER, PER PLANS. ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN. 0. A7: TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING P 0 G SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW ///,- SEE 8/SO.O. F�� 3 12" MAX. MIN. SOLE PLATE ANCHOR: v I I v r WALL FRAMING AT WALL FRAMING AT L J 18 16d T TRUSS BEAM 8d FLOOR SHEATHING FROM SOLE SEE SCHEDULE R PLATE CHANGE CONDITION ARE AND ANCHORS: I ER CONDIT . HARDw A � � t Hrr4 34so 3080. ,, 11496.2 COMMON SEE SPECIFICATIONS. PLATE BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH 0 ACTUAL PLAN* ��1 -5 „ [NOT A ] a a 1 /e, G ROD TO FTG. � I I @ 3 O.C, BUILDER A 1 F 1554 GRADE 36. BU LDE MAY CHOOSE .. HER THE DROPPED ASTM A .307 OR ASTM -I WALL FRAMING AT 32-16d 0 TRUSS/BEAM HEADER CONDITION OR ISED HEADER CONDITION. WASHERS SHALL- BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - - - - - - - HTT5 5250 4670 11496.2 F I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE 1-% 2 ROD TO FTG: �: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I I 2 TYPICAL WALL FRAMING 6-10d TO HEADER. I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I71 f S0.0 RETROFIT REBAR" R OD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HA R _ LE I I ' FOR CONSTRUCTION MEANS METHODS TECHNIQUES 'PROCEDURES OR f. I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, :HOLES` SHALL BE /q � I I SOLE PLA:, ANCHOR , 14-16d TO HEADER � i SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY L - - - - - - J - - - � �• • HU41-0 905 785 10531.36. LD DOWN. LARGER THAN REBAR SIX AND / LARGER THAN 'THREADED ROD SIZE. s OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST» (U.0.N.) CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 1/S0.1.-/ 2 " 3x3xYq SLOTTED THEM TO S RUCT s » # SEE 5 SO 0.WASHER PUSHED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 /a 0 ROD EPDXIED 6' MIN 10849.6 / DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT J T (DUAL' CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/, "0 ROD EPDXIED 6° MIN 10849.6 • ,. 3x3xYa" SLOTTED FACE OF WALL: «_ EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES. BLOCKING ONLY REQUIRED 2 WASHER PUSHED SHALL BE ASTM A615, GRADE 60. SET N A N` A SIMPSON EPDXY-TIE 11506.4 I REINFORCING STEEL. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE / /AT SHEARWALLS` AND WALL SHEATHING A 992 GRADE 50. TO OUTSIDE - STRUCTURAL STEEL. SHALL BE STM A LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT STUCCO FINISH; s to -16d To STUD/BEAM/POST. I SEE DETAIL. 1 S0.1 FACE OF WALL. - SHALL BE ASTM A185. 1 / WELDED WIRE FABRIC (WWF): WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 167 1675. �, .. LTT206 5 11496.3 FOR SPLICING : LAN P VIEW LAMINATED VENEER LUMBER (LVL). ALL LAMINATED VENEER .LUMBER HEADERS DIRECTLY: SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/,"o , R D TO FTG: RATED SHEATHING _ _ .OPTIONS. TIC BOUNDARY F D THE FOLLOWING DESIGN PROPERTIES ELAS TRUSSES, `FLOOR FRAMING NOT SHALL'. MEET OR EXCEED PRE-ENGINEERED WOOD FLOOR AND ROOF USSE - SEE GENERAL NOTES. LSTA12 805 695 10 10d 13872.5 „ I 12 1 SHEATHING: SPECIFICALLY ADDRESSED TRUSS -TO -TRUSS CONNEu.110N AND ANY FULL HEIGHT E Yz MODULUS E 1,9OOksi, BENDING. STRESS (Fb) 2600psi I Okz THREADED ROD .. .. .... .: _ . u „ Y ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING PT. 'SYP#2 EPDXIED 4 - OR kz �x6 1;, MAX. MIN. . . TO BE SILL PLATE. EXAMPLE OF PANEL CONTINUOUS VSIMPSON 11TEN HD v EDGE W BLOCKING ' 7' �' � ' 7' SOLES PLATE BREAK / GENERAL NOTES � CONS I RUCTION SPECIFII�A SPECIFICATIONS TO UPPER INTERIOR BEARING WHERE REQUIRE BY TOP PLATE. WALL: SEE SCHEDULESECTION VIEW GENERAL NOTES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD AND O.C. SPACING. # >/ � WALL SHEATHING TO RQOF SHEATHING SPECIFICATIONS: SOLE PLATE RAISE "FROM' 7 „ " „ Y8 24 16 APA RATED OSB OR PLYWOOD SHEATHING NAILED w 0.113x2 RING SHANK NAILS 6 O.C. EDGE & 6 O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 -0 OF ROOF EDGE). » SEE DETA LS SEE DETAILS SHINGLE MIN..: /�s / / ( ) 8d @ 3 BOTTOM OF SOLE " „ „ , ON S1.01 PLAN AND FASTEN AT GABLE ENDS DECREASE GE NAIL SPACING TO 4 O.C. WITHIN 4 -0 OF ROOF EDGE). - 2 16 APA RATED SHEATHING NAILED w 0.113x2 RING SHANK � 6 O.C. EDGE & 6 O.C. FIELD ECRE ED •• TILE MIN. 15/32 3 / / ( ) -- - - --- w/8dCOMMON";@ 3 » » O.C. . .... . . . . . NAIL SPACING AT SUPPORTED EDI�ES, GENERAL NOITES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE METAL MIN. 112 , 24 16, APA RATED PLYWOOD SHEATHING, [NAILED W/ 0.113x2 RING SHANK NAILS @ 6 O.C. EDGE & 6 .O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 0 OF ROOF EDGE). I•. fa (TYPICAL). • I ' .:., "-« . • . , . I NOTES: - - • WALL SHEATHING' SPECIFICATIONS ' • 6 _ 1. SOLE PLATE ANCHORS ARE REQUIRED AT AL "� < - ' • . . FIELD. TEN FULL HEIGHT FROM BOTTOM PL ,TE TO UPPER TOP 'PLATE. Q L EXTERIOR WALLS AND AD CENT TO FLEXIBLE FINISH MIN. /,s 24./16, APA RATED OSB OR PLYWOOD STRUCTURAL''I SHEATHING, FASTENED w/ 8d @ 4 O.C. EDGE: AND 6 O.C. E SHEATHING SHALL BE EXTEND U I ) I I I I . _ CORNERS AND PLATE BREAKS AND KING STUDS. _, NAILING TO INTERMEDIATE FLEXIBLE FINISH' WALLS INCLUDE. WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. _ - - -J L - - - - - J „ » L ---_----J L_----- � SUPPORT IS 6 O.:MAX. . z ROOF O.C.FIELD. ALL B EXTEND FULL HEIGHT FROM BOTTOM PLATE. TO UPPER TOP PLATE. STUCCO FINISH --MIN. /;s 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4 O.C. EDGE" AND 6 SHEATHING SH E UL 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR » „ » „ FLOOR JOISTS: MASONRY SPECIFICATIONS. MULTY STORY + » 3. AS AN ALTERNATE TO THE 3X3 XY PLATE WASHER A 3 X3 X »: a ROUND _ WITH.. SINGLE STORY. ACCORDANCE E WITH ASTM C476 A MIN MUM OF 28 DAY COMPRESSIVE STRENGTH OF MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530 05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH"°�AACI530:1 05. GROUT SHALLBE IN A COR C I STEEL :WASHER MAY BE USED: „ „ V 3 ,::. :. _, 7 --_ N TYPE OR S. TYPE N MO A USED IN BRICK VENEER. �-- 2000 sI PER :ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /a PLACED AT AN 8 TO 11 SLUMP. MfflRTAR SHALL CONFORM TO ASTM;. C2 0 A D E M MORTAR M BE U P e. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP WALL SECTIONS R 1 3 SOLE PLA DETAIL 4 OOF AND FLOOR SHEATHING NAILING _ ry „_ TE ANCHOR E AIL 8 SCHEDULE UNITS M SCALE::3 4 - 1 -0:` „"- , S0.0 SO:O / _ _ CONCRETE, MASONRY I�R,S:_-.l.L r _ S0.0 SCALE. 3 4 1 0 OF 1900 i 1500 sI GROUT WITH A COMPRESSIVE STRENGTH s f m UT ALL CE .LS CONTAINING VERTICAL NG TYPE. 1 GRADE N 1 NORMAL WEIGH -T MI OMPRE~,x CMU SHALL BE, IN ACCORDANCE WITH ASTM G90 75, HOLLOW LOAD-BEARING (CMU),, ; MINIMUM Cp ( psi). Ll t » gyri REINFORCEMENT 1N 5 0 MAXIMUM LIFTS PROVIDE 'CLEANOUTS PER ACI .530..1 02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". i W CONCRE -_ MATO : TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS STACK BO L° » MASONRY STEM WALLS,. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED. OF ASTM C90E, E GRADE N 1 HOLLOW ...:NRY UNITS WITH TA, K ND SHALL NOT BE , 11/21/z SPLICES IN REINFORCING TTED SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR 'WALLS SH ALL BE REINFORCED FULL H EIGHT USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SP WHERE PERMI E ,\ M 3 ROW OF tOd C CORNER WALL END AND WALL INTERSECTIONS. PROVIDE CONTINUITY,9. AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CO NER BARS MINIMUM OF 40 BAR ( ) WITH #4 Q 4.'-o" O.C. MAX: AND. AT EACH �• �, _ �. r - r�rr__ NAI C REINFOR EME H�1�1 f"I N T A T 16 D.C. VE R COURSE), AND VERTICAL CO COURSES, V VERTICALLY, EVERY OTHE E REINF. `SHA L BE INCREASED AS NOTED ON ` DIAMETERS INTO ..EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE U ,PRO ID ( ), {�"�� 2.PLY I 1 . STAGGERED FORCING SHALL -BE,"., � °_ . OT D OTHERWISE. LAP JOINT REINNIMIkI- 1 S1,0. UNLESS N Em.-M„z .. BEAM. , .. ,. SIMPSON � • ,�; - 2x4 BLOCKING 3 PLY BEAM. a w r ): SDWC15600 @24 O.C. FASTEN LAY :MASONRY ERIC - SEE ROOF EMBERS. EACH END w 3-10d BRICK HOLLOW BRICK RESPECTFULLY. / BRICK SMALL BE IN ACCORDANCE WITH ASTM C62; C216, OR C652 FOR BUILDING BRICK, FACING , FRAMING ° . 1) ROW OF 10d ° ° TOENAILS. R PLAN FOR EXTEND SHEATHING E VERT 4 ROWS 12d NAILS @ 4 O.C. CONCRETE SPECIFICATIONS. ( ) DETAILS. „ E TO TOP OF TRUSS - , _ AS SHOWN. 318 08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30D0 P I' AT 28 DAYS ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI , PROVIDE 2x4 BLOCKING AT 12 O.C. ° 2x6 MEMBERS: CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. .. .. EA. SIDE _;,-. AT HORIZONTAL JOINTS. ROOF SHEATHING SEE `� `� „• . ' " (2) ROW OF 10d STUD BELOW GENERAL NOTES. (3) ROWS 12d 4-10d SPECIFICATIONS BELOW. NAILS O 4 O.C. LOWER TOP '_ " AT 12 O.C. STAGGERED PLATE AT BREAK: OVER LAP DOUBLE COMMONS FOOTING AND' FOUNDATIONS. HEEL 0 D WITH A SOIL BEARING DESIGN U F 2000 PSF A SOILS INVESTIGATION REP 0 PRE-ENGINEERED WOOD " EA. SIDE. TOP PLATES. ACCORDANCE .WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED MAXIM M 0 0 ORT IS RECOMMENDED TO VERIFY SUITABLE WALL f T ..� FOOTINGS AND :FOUNDATIONS SHALL BE IN ACCORD ( ) 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS INTE 2x4 x6 POST 2 xE3,_�'OST ORT GON L VI W DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE CLAY SOILS: SOIL COMPACTION AND FILL OR 2 CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A R (CLAY) RIPPED TO FIT ACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN: C NER SHALL'BE COMP o a ; ca EIGHTS SEE A „ " INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS, STEP HEIGHTS, ARCHITECTURAL PLANS:. D0 NOT SCALE FOOTING DIMENSIONS AN) LOCATION FROM THE •' FOUNDATION. PLAN ONLY CONVEYS STRUCTURAL I , _ _ (3)ROWS OF 5 (3)ROWS OF`6�a TR ' LAN OR FRAMING PLAN BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING'. SIZ_ OR LOCATION NOT - FOUNDATION°PLAN SHOWN ON S1.0. DD NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL P IS SIMPSON r> d- TRUSSLOK TRUSSLOK ` C DETERMINED' ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS @ 24"o.c FASTENERS'0 24"o.c " LL 8 CENTERED 1 b ALL CONTINUOUS FDO " AND MESH SHA E CE N SLAB ON GRADE. IN A NTIN FOOTINGS PROVIDE 3 @ 48 O.C. OR OD C NOTED ON DRAWINGS .MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS ID R HAIRS. FRAMING UNLESS OTHERWISE # AS SHOWN AS SHOWN:' G CORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING HERE PERMITTED SHALL 8 SIMPSON PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING BE 4 PLAN FOR CORNER WALL INTERSECTION. DETAILS. SDWC15600 CONDITIONS CONDITIONS BAR DIAMETERS SHE THING MAY 0 DITIONS TER TERMINATE SIMPSON SEE ROOF SIMPSON, FRAMING 3-PLY4-PLY CONCRETE SLABS ON GRADE: SDWC15600 : NOTES. SDWC15600 TOP OF DBL. PLAN FOR 1. OVERLAP L TOP PLATES A T CORNERS AND INTERSECTIONS. EARTH APPROVED CH IL T TE SE DINTS LAPPED 6 AND SEALED OVER CLEAN, COMPACTEDOR FILL WITH VE CHEMICAL SO TREATMENT FOR PREVENTION OF SUBTERRANEAN CYTONS. SHALL. BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH J ,TOP: PLATE. SEE NOTE 1. , , SE N 1. E OTE EATS ,, „ DETAILS. 14 LVL AND GREATER DENOTES 3x0.131:..:. • WITHIN 12 HOURS OF CONCRETE PLACEMENT PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATL E METHODS. � GUN NAILS @ 6 O.C. VERTICAL. TERMITES. SAWCUTS. FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12x12 GRID , RT CAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE..: „ TYPICAL CONNECTION T „ NOTES. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS OD`FRAMING SPECIFICATIONS: 5 < HEEL < 1 -O INSTALLED. � HEEL -< 5 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR R MAY CHOOSE EITHER OPTION WHERE MULTIPLE WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH. MASONRY CONCRETE R DES SPECIFICATIONS NDS FOR 00 0 1N ACCORDANCE WITH NATIONAL ICN S HAS BEEN DESIGNEDD AL .WOOD FRAMING(NDS) L JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. OPTIONS A E SHOWN. - - TIS USED ALL ATTACHED FASTENERS SHALL BE HOT DIPPED. GALVANIZED. IF ACZA PRESERVATIVE IS USED ALL ATTACHED .FASTENERS SHALL BE NOTES: SOIL SHALL BE PRESSURE TREATED. IF, ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT , STAINLESS STEEL. 1. TOP PLATE TO STUD SDNC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS: 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-EhIGINEERFD.WOOD:TRUSSES: AT TOP PLATE TO STUD SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAM D WALL CORNER AND 7R AIT 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE USS BEARING I INSTALLED ATE H PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA TPI AND C Q S LED AT ALL TRUSSES AS SHALL BEAR THE SEAL OF AN ENGINEER IN THE ST WERE , ROOF T U S CONNECTION 5 R R 7 INTE E TI C O T NS STUDSCONFIGURATIONS _ _ s LL HAv P BUILT UP MEMBER FASTENING INDICATED IN- THE TRUSS SHOP DRAWINGS. ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILLTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUS ES SHA E TEM ORARY BRA ,.INC PER -COMM€NTARY AND 6 /'-- RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS: TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING'(2) STRAPS ON SO.O S� Q/ S0.0 SINGLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: SPECIFICATIONS: . ROOF COVERING SPECIE SDWC15600 SCREW.. TOP PLATE TO HEA FASTENING: G. SDWC SCREW NOT REQUIRED AT GABLE DER SEN N R Q .: ALT SHINES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED- ACCORDING TO THE MANUFACTURER'S RE UIREMENTS: CLAY ,., THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT Q SEE' DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING. „ ENDS OR OPENINGS LESS Q a.. REQUIREMENTS, STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E 514 AND BE INSTALLED SEE DETAIL AT AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURER'SQ S FOR GABLE ENDS. L RIGHT. NOT REQUIRED THAN 4'-6 AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. R GABLE ENDS. �. . ACCORDING TO THE MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN A KING STUD TO TOP PLATE. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING.fOR GABLE ENDS. ENDS OR OPENINGS LESS THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES /LINTEL CHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER:-/ STUDS SEE PLAN KING & JACK SDWC SCREW CONNECTION STUDS SEE PLAN 24" O.C. MEMBERS FASTENER INTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRC. MAX. SPAN BUILT-UP POST IN THE WALL (2)12d TOE HEAD Q -R SILL -� FACE NAIL -GUN NAILS @ 12" STAG. NAILS E.E. PLATES SEE TOP PLATE TO TOP PLATE 2 IL „ HE R � L3' x3� x' 4 6 -0 GABLE X -BRACE, SEE DETAIL 10 S0.1 SCHEDULE SILL 2X6 WALL /z /z /a � (MIN)- EDULE P TES SEE �`�.. TOP PLATE LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS » „ HEADER SIZE TACK AND TRUSS TO / L4x3 /z "X1/4 6 81-0. (2)2)8-1/2 CHEDULE �� PLATE: SDWC DESIGNATES SHEARWALL THE KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH. ``o., D C DBL. TOP PLATE TO STUD FACE NAIL {2-16d) 3 -GUN -NAILS , „ , » » DESIGNATES s of HEAD`QL SILL KING STUD TO FRAMING BELOW. ' SCREW L5x3 /z x /q 6 10 -0 HIDDEN LINE. DES IDE " WALL THE SHEARWALL SHEATHING PLATES `SEE CS18 STRAP w/6-10dx1Yz" ROUE' OPN'G, SEE ARCH. , RIM JOIST TO TOP PLATE TOE NAIL 8d @ 6 GUN NAIL @ 6 „ ------ -- { ) 6x3' x' 6 12 -0 „ TO BE APPLIED. sd 0 3/6 SCHEDULE NAILS EACH END. STRAP �`'�� L /z /a SW 3"/6 KING STUD TO BOTTOM PLATE AIL 3-8d -GUN NAILS DESIGNATES ad cOMMolvs @ 3 ATTACHMENT CAN BE INTERIOR OR CEILING JOIST TO TOP PLATE TOE N ( ) 5 , „ , „- L7x3/z x/q 6 16-0 O.C. EDGE & 6" O.C. "IN .THE CONNECTON: SIMPSON ROUGH OPN'G, 'SEE ARCH. EXTERIOR SIDE OF WALL. " PARTITIONS FACE NAIL 3-16d 4 -GUN "NAILS FIELD" SDWC15600 SCREW. OMIT 1F CEILING JOIST, OVER PAR ( ) „ STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER. RAFTER FACE NAIL 6-t6d 8 -GUN NAILS CEILING JOIST TO ROOF ( ) LINTEL MUST HAVE CORROSION' BRICK ; F_ _ - SPECIFIED: NOT REQUIRED AT JACK TRUSSES LESS ,_„_, ADJ .ADJACENT LG Long SDWC. SCREW @ RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2 -STORY T': RU S TO PLATE TOE NAIL 2-16d) 3 GUN :NAILS BM BEAM MANUF - Manufacture THAN _8 OR OPENINGS LESS 24" D.C. JOTS /T S ( PAINT: 1- -I WALLS 2X4_ WALL •--- WEATHER BOT BOTTOM MONO Monolithic THAN 3'-6" RAFTER TO :PLATE TOE NAIL (3-8d) 3 -GUN NAILS I BARRIER BRG -BEARING OC:- On Center HEA .___-; DER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILSBE LATERALLY SUPPORTED 'NOT TO ' CMU -CONCRETE MASONRY UNIT OSB -Oriented Strand Board: DBL DOUBLE PERP Perpendicular 2. LINTEL MORE THAN 8-0: SHOULD O.C. w 2-1/40", WD. E B TOE NAIL 2 16d 3 GUN :NAILS EXCEED 6 FT. 0 C /- PRE' EN � - Pre Engineered - KING STUD TO FRAMING BELOW: ROOF RAFTER TO 2x. RIDE M ( ).DIA DIAMETER , ___- LINTEL - „ SCREWS INTO HEADER PROVIDE A + EA EACH PSF Pounds per Square Foot' . • .• .. CS18 STRAP W 6-1 SC /z P q a. < . , . / ODX1Yz PIECES FACE NAIL 16d@ 16 O.C. @ EDGE ATTACHMENT CONT. HEADER, TWO PI SLOTTED HOLE FOR 'SCREW. - EN EE - EACH END PSI `- ounds per S Square Inch .. NAI VERTICAL SLO _ -, p q 4 LS EACH END. STRAP ATTACHMENT CAN $E - -+ SEE NOTE 2 _ D TOE NAIL 3-16d 4 -GUN NAILS EOR ENGINEER OF RECORD' PT PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WA CONT. HEADER TO STUD ( ) 1 ATTACHMENT. E EQUAL 7 uick Tie N BLOCKING FASTEN STRAP 3. BRICK VENEERQ Q Q 0 SOLE PLATE CONNECTOR SOLE PLATE ANCHOR NOT REQUIRED AT THE POLL I _ STRAPPING NOT REQUIRED. CE COPY STUD TO SOLE PLATE TOE NAIL (3-16d) 4 GUN NAILS HORIZONTAL TIES @ 24 D.C. VERT. EXT - EXTERIOR REINF Reinforce " PER SCHEDULE w/8 -10d COMMONS GABLE ENDS OR HOR LOCATED WITHIN 6 OF STUD AT LOWER LEVEL HEADERS •• " » FBC - FLORIDA BUILDING CODE SF - Square Foot JACK TR FACE NAIL TIES @ 12 O.C.. FOR 130m h FLASHING a L SOLE PLATE TO JOIST/BLOCKING 16d @ 16 GUN NAIL @ 8 ( P HEADER, PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED ON PLAN � TRUSSES LESS ( ) » MULTL STORY - ONE VERT. TIES @ 16 O.C.. FDN - FOUNDATION SPF -S ruse Pine Fur THAN 8' OR OPENINGS LESS WIND Z ) SEE PLAN BRICK LINTEL HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY „ NAIL SPECIFICATIONS ' FT -FOOT SYP.` - southern Yellow Pine AT ALL OPENINGS SPACE TIES WITHIN STACKED WINDOWS THAN - „ » SEE SCHEDULE _ 3, _ , = „ FTG FOOTING_ THRU Through U REVIEWED FOR 3%0.131"o -GUN NAILS 2 x0:113 � RINK SHANK 1 -0F OPENINGS. PROVIDE - 3/%"O WEEP 9 (UNSTACKED WINDOWS) I CODE COMpLt14N�1� 2 /is HDR -HEADER TYP- - Ical E DER STRAPPLNG 2'/,%0.131"0 » yP 8 TYPICAL H i 2 x0.113 G = 6d8d HOLES @ 33 O.C. IMMEDIATELY ABOVE SECTION VIEW iAILANTIC HORIZ -HORIZONTAL UON -Unless Otherwise Noted C� 3"x0.148" 0 = Tod 3'/2%0.162"o = 16d FLASHING. OF BRICK LINTEL - S0.0 LBS POUNDS VERT Vertical SEE PERMITS FOR ADDITIONAL 1'/ „x0.148"O = 10dx1'/2» 1'/2 "x.0.131 "G = 8dx1'/z ,' WWF - Welded Wire Fabric REQUIREMENTS AND CONDITIONS Ass ciates, Inc. I I 42U Usceola Avenue )ax 13ech, Florida 32250 Ph. 242-0-908 Fax. 241-9557 FL CA # X344 SC: CA# 3579 I OR 0 e -N C e 0 P 4 ♦ I\ r i >y90. 1 4 N 6' d d t r \ d - E d 5 Christopher 1 Sahourin PE' FL PE#71461 i N T LOU R TO IELD VARY GINAL ANY IOR TO TIGO & IN 3R SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y°0 EPDXY 42" 24" 3x3xO.229" 4" 2Y4' TITEN HD 42° 24" 3x3x0:229" 4h" 2-" . .... . . . . . NAIL SPACING AT SUPPORTED EDI�ES, GENERAL NOITES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE METAL MIN. 112 , 24 16, APA RATED PLYWOOD SHEATHING, [NAILED W/ 0.113x2 RING SHANK NAILS @ 6 O.C. EDGE & 6 .O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 0 OF ROOF EDGE). I•. fa (TYPICAL). • I ' .:., "-« . • . , . I NOTES: - - • WALL SHEATHING' SPECIFICATIONS ' • 6 _ 1. SOLE PLATE ANCHORS ARE REQUIRED AT AL "� < - ' • . . FIELD. TEN FULL HEIGHT FROM BOTTOM PL ,TE TO UPPER TOP 'PLATE. Q L EXTERIOR WALLS AND AD CENT TO FLEXIBLE FINISH MIN. /,s 24./16, APA RATED OSB OR PLYWOOD STRUCTURAL''I SHEATHING, FASTENED w/ 8d @ 4 O.C. EDGE: AND 6 O.C. E SHEATHING SHALL BE EXTEND U I ) I I I I . _ CORNERS AND PLATE BREAKS AND KING STUDS. _, NAILING TO INTERMEDIATE FLEXIBLE FINISH' WALLS INCLUDE. WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. _ - - -J L - - - - - J „ » L ---_----J L_----- � SUPPORT IS 6 O.:MAX. . z ROOF O.C.FIELD. ALL B EXTEND FULL HEIGHT FROM BOTTOM PLATE. TO UPPER TOP PLATE. STUCCO FINISH --MIN. /;s 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4 O.C. EDGE" AND 6 SHEATHING SH E UL 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR » „ » „ FLOOR JOISTS: MASONRY SPECIFICATIONS. MULTY STORY + » 3. AS AN ALTERNATE TO THE 3X3 XY PLATE WASHER A 3 X3 X »: a ROUND _ WITH.. SINGLE STORY. ACCORDANCE E WITH ASTM C476 A MIN MUM OF 28 DAY COMPRESSIVE STRENGTH OF MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530 05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH"°�AACI530:1 05. GROUT SHALLBE IN A COR C I STEEL :WASHER MAY BE USED: „ „ V 3 ,::. :. _, 7 --_ N TYPE OR S. TYPE N MO A USED IN BRICK VENEER. �-- 2000 sI PER :ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /a PLACED AT AN 8 TO 11 SLUMP. MfflRTAR SHALL CONFORM TO ASTM;. C2 0 A D E M MORTAR M BE U P e. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP WALL SECTIONS R 1 3 SOLE PLA DETAIL 4 OOF AND FLOOR SHEATHING NAILING _ ry „_ TE ANCHOR E AIL 8 SCHEDULE UNITS M SCALE::3 4 - 1 -0:` „"- , S0.0 SO:O / _ _ CONCRETE, MASONRY I�R,S:_-.l.L r _ S0.0 SCALE. 3 4 1 0 OF 1900 i 1500 sI GROUT WITH A COMPRESSIVE STRENGTH s f m UT ALL CE .LS CONTAINING VERTICAL NG TYPE. 1 GRADE N 1 NORMAL WEIGH -T MI OMPRE~,x CMU SHALL BE, IN ACCORDANCE WITH ASTM G90 75, HOLLOW LOAD-BEARING (CMU),, ; MINIMUM Cp ( psi). Ll t » gyri REINFORCEMENT 1N 5 0 MAXIMUM LIFTS PROVIDE 'CLEANOUTS PER ACI .530..1 02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". i W CONCRE -_ MATO : TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS STACK BO L° » MASONRY STEM WALLS,. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED. OF ASTM C90E, E GRADE N 1 HOLLOW ...:NRY UNITS WITH TA, K ND SHALL NOT BE , 11/21/z SPLICES IN REINFORCING TTED SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR 'WALLS SH ALL BE REINFORCED FULL H EIGHT USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SP WHERE PERMI E ,\ M 3 ROW OF tOd C CORNER WALL END AND WALL INTERSECTIONS. PROVIDE CONTINUITY,9. AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CO NER BARS MINIMUM OF 40 BAR ( ) WITH #4 Q 4.'-o" O.C. MAX: AND. AT EACH �• �, _ �. r - r�rr__ NAI C REINFOR EME H�1�1 f"I N T A T 16 D.C. VE R COURSE), AND VERTICAL CO COURSES, V VERTICALLY, EVERY OTHE E REINF. `SHA L BE INCREASED AS NOTED ON ` DIAMETERS INTO ..EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE U ,PRO ID ( ), {�"�� 2.PLY I 1 . STAGGERED FORCING SHALL -BE,"., � °_ . OT D OTHERWISE. LAP JOINT REINNIMIkI- 1 S1,0. UNLESS N Em.-M„z .. BEAM. , .. ,. SIMPSON � • ,�; - 2x4 BLOCKING 3 PLY BEAM. a w r ): SDWC15600 @24 O.C. FASTEN LAY :MASONRY ERIC - SEE ROOF EMBERS. EACH END w 3-10d BRICK HOLLOW BRICK RESPECTFULLY. / BRICK SMALL BE IN ACCORDANCE WITH ASTM C62; C216, OR C652 FOR BUILDING BRICK, FACING , FRAMING ° . 1) ROW OF 10d ° ° TOENAILS. R PLAN FOR EXTEND SHEATHING E VERT 4 ROWS 12d NAILS @ 4 O.C. CONCRETE SPECIFICATIONS. ( ) DETAILS. „ E TO TOP OF TRUSS - , _ AS SHOWN. 318 08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30D0 P I' AT 28 DAYS ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI , PROVIDE 2x4 BLOCKING AT 12 O.C. ° 2x6 MEMBERS: CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. .. .. EA. SIDE _;,-. AT HORIZONTAL JOINTS. ROOF SHEATHING SEE `� `� „• . ' " (2) ROW OF 10d STUD BELOW GENERAL NOTES. (3) ROWS 12d 4-10d SPECIFICATIONS BELOW. NAILS O 4 O.C. LOWER TOP '_ " AT 12 O.C. STAGGERED PLATE AT BREAK: OVER LAP DOUBLE COMMONS FOOTING AND' FOUNDATIONS. HEEL 0 D WITH A SOIL BEARING DESIGN U F 2000 PSF A SOILS INVESTIGATION REP 0 PRE-ENGINEERED WOOD " EA. SIDE. TOP PLATES. ACCORDANCE .WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED MAXIM M 0 0 ORT IS RECOMMENDED TO VERIFY SUITABLE WALL f T ..� FOOTINGS AND :FOUNDATIONS SHALL BE IN ACCORD ( ) 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS INTE 2x4 x6 POST 2 xE3,_�'OST ORT GON L VI W DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE CLAY SOILS: SOIL COMPACTION AND FILL OR 2 CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A R (CLAY) RIPPED TO FIT ACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN: C NER SHALL'BE COMP o a ; ca EIGHTS SEE A „ " INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS, STEP HEIGHTS, ARCHITECTURAL PLANS:. D0 NOT SCALE FOOTING DIMENSIONS AN) LOCATION FROM THE •' FOUNDATION. PLAN ONLY CONVEYS STRUCTURAL I , _ _ (3)ROWS OF 5 (3)ROWS OF`6�a TR ' LAN OR FRAMING PLAN BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING'. SIZ_ OR LOCATION NOT - FOUNDATION°PLAN SHOWN ON S1.0. DD NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL P IS SIMPSON r> d- TRUSSLOK TRUSSLOK ` C DETERMINED' ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS @ 24"o.c FASTENERS'0 24"o.c " LL 8 CENTERED 1 b ALL CONTINUOUS FDO " AND MESH SHA E CE N SLAB ON GRADE. IN A NTIN FOOTINGS PROVIDE 3 @ 48 O.C. OR OD C NOTED ON DRAWINGS .MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS ID R HAIRS. FRAMING UNLESS OTHERWISE # AS SHOWN AS SHOWN:' G CORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING HERE PERMITTED SHALL 8 SIMPSON PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING BE 4 PLAN FOR CORNER WALL INTERSECTION. DETAILS. SDWC15600 CONDITIONS CONDITIONS BAR DIAMETERS SHE THING MAY 0 DITIONS TER TERMINATE SIMPSON SEE ROOF SIMPSON, FRAMING 3-PLY4-PLY CONCRETE SLABS ON GRADE: SDWC15600 : NOTES. SDWC15600 TOP OF DBL. PLAN FOR 1. OVERLAP L TOP PLATES A T CORNERS AND INTERSECTIONS. EARTH APPROVED CH IL T TE SE DINTS LAPPED 6 AND SEALED OVER CLEAN, COMPACTEDOR FILL WITH VE CHEMICAL SO TREATMENT FOR PREVENTION OF SUBTERRANEAN CYTONS. SHALL. BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH J ,TOP: PLATE. SEE NOTE 1. , , SE N 1. E OTE EATS ,, „ DETAILS. 14 LVL AND GREATER DENOTES 3x0.131:..:. • WITHIN 12 HOURS OF CONCRETE PLACEMENT PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATL E METHODS. � GUN NAILS @ 6 O.C. VERTICAL. TERMITES. SAWCUTS. FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12x12 GRID , RT CAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE..: „ TYPICAL CONNECTION T „ NOTES. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS OD`FRAMING SPECIFICATIONS: 5 < HEEL < 1 -O INSTALLED. � HEEL -< 5 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR R MAY CHOOSE EITHER OPTION WHERE MULTIPLE WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH. MASONRY CONCRETE R DES SPECIFICATIONS NDS FOR 00 0 1N ACCORDANCE WITH NATIONAL ICN S HAS BEEN DESIGNEDD AL .WOOD FRAMING(NDS) L JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. OPTIONS A E SHOWN. - - TIS USED ALL ATTACHED FASTENERS SHALL BE HOT DIPPED. GALVANIZED. IF ACZA PRESERVATIVE IS USED ALL ATTACHED .FASTENERS SHALL BE NOTES: SOIL SHALL BE PRESSURE TREATED. IF, ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT , STAINLESS STEEL. 1. TOP PLATE TO STUD SDNC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS: 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-EhIGINEERFD.WOOD:TRUSSES: AT TOP PLATE TO STUD SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAM D WALL CORNER AND 7R AIT 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE USS BEARING I INSTALLED ATE H PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA TPI AND C Q S LED AT ALL TRUSSES AS SHALL BEAR THE SEAL OF AN ENGINEER IN THE ST WERE , ROOF T U S CONNECTION 5 R R 7 INTE E TI C O T NS STUDSCONFIGURATIONS _ _ s LL HAv P BUILT UP MEMBER FASTENING INDICATED IN- THE TRUSS SHOP DRAWINGS. ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILLTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUS ES SHA E TEM ORARY BRA ,.INC PER -COMM€NTARY AND 6 /'-- RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS: TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING'(2) STRAPS ON SO.O S� Q/ S0.0 SINGLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: SPECIFICATIONS: . ROOF COVERING SPECIE SDWC15600 SCREW.. TOP PLATE TO HEA FASTENING: G. SDWC SCREW NOT REQUIRED AT GABLE DER SEN N R Q .: ALT SHINES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED- ACCORDING TO THE MANUFACTURER'S RE UIREMENTS: CLAY ,., THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT Q SEE' DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING. „ ENDS OR OPENINGS LESS Q a.. REQUIREMENTS, STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E 514 AND BE INSTALLED SEE DETAIL AT AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURER'SQ S FOR GABLE ENDS. L RIGHT. NOT REQUIRED THAN 4'-6 AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. R GABLE ENDS. �. . ACCORDING TO THE MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN A KING STUD TO TOP PLATE. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING.fOR GABLE ENDS. ENDS OR OPENINGS LESS THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES /LINTEL CHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER:-/ STUDS SEE PLAN KING & JACK SDWC SCREW CONNECTION STUDS SEE PLAN 24" O.C. MEMBERS FASTENER INTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRC. MAX. SPAN BUILT-UP POST IN THE WALL (2)12d TOE HEAD Q -R SILL -� FACE NAIL -GUN NAILS @ 12" STAG. NAILS E.E. PLATES SEE TOP PLATE TO TOP PLATE 2 IL „ HE R � L3' x3� x' 4 6 -0 GABLE X -BRACE, SEE DETAIL 10 S0.1 SCHEDULE SILL 2X6 WALL /z /z /a � (MIN)- EDULE P TES SEE �`�.. TOP PLATE LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS » „ HEADER SIZE TACK AND TRUSS TO / L4x3 /z "X1/4 6 81-0. (2)2)8-1/2 CHEDULE �� PLATE: SDWC DESIGNATES SHEARWALL THE KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH. ``o., D C DBL. TOP PLATE TO STUD FACE NAIL {2-16d) 3 -GUN -NAILS , „ , » » DESIGNATES s of HEAD`QL SILL KING STUD TO FRAMING BELOW. ' SCREW L5x3 /z x /q 6 10 -0 HIDDEN LINE. DES IDE " WALL THE SHEARWALL SHEATHING PLATES `SEE CS18 STRAP w/6-10dx1Yz" ROUE' OPN'G, SEE ARCH. , RIM JOIST TO TOP PLATE TOE NAIL 8d @ 6 GUN NAIL @ 6 „ ------ -- { ) 6x3' x' 6 12 -0 „ TO BE APPLIED. sd 0 3/6 SCHEDULE NAILS EACH END. STRAP �`'�� L /z /a SW 3"/6 KING STUD TO BOTTOM PLATE AIL 3-8d -GUN NAILS DESIGNATES ad cOMMolvs @ 3 ATTACHMENT CAN BE INTERIOR OR CEILING JOIST TO TOP PLATE TOE N ( ) 5 , „ , „- L7x3/z x/q 6 16-0 O.C. EDGE & 6" O.C. "IN .THE CONNECTON: SIMPSON ROUGH OPN'G, 'SEE ARCH. EXTERIOR SIDE OF WALL. " PARTITIONS FACE NAIL 3-16d 4 -GUN "NAILS FIELD" SDWC15600 SCREW. OMIT 1F CEILING JOIST, OVER PAR ( ) „ STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER. RAFTER FACE NAIL 6-t6d 8 -GUN NAILS CEILING JOIST TO ROOF ( ) LINTEL MUST HAVE CORROSION' BRICK ; F_ _ - SPECIFIED: NOT REQUIRED AT JACK TRUSSES LESS ,_„_, ADJ .ADJACENT LG Long SDWC. SCREW @ RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2 -STORY T': RU S TO PLATE TOE NAIL 2-16d) 3 GUN :NAILS BM BEAM MANUF - Manufacture THAN _8 OR OPENINGS LESS 24" D.C. JOTS /T S ( PAINT: 1- -I WALLS 2X4_ WALL •--- WEATHER BOT BOTTOM MONO Monolithic THAN 3'-6" RAFTER TO :PLATE TOE NAIL (3-8d) 3 -GUN NAILS I BARRIER BRG -BEARING OC:- On Center HEA .___-; DER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILSBE LATERALLY SUPPORTED 'NOT TO ' CMU -CONCRETE MASONRY UNIT OSB -Oriented Strand Board: DBL DOUBLE PERP Perpendicular 2. LINTEL MORE THAN 8-0: SHOULD O.C. w 2-1/40", WD. E B TOE NAIL 2 16d 3 GUN :NAILS EXCEED 6 FT. 0 C /- PRE' EN � - Pre Engineered - KING STUD TO FRAMING BELOW: ROOF RAFTER TO 2x. RIDE M ( ).DIA DIAMETER , ___- LINTEL - „ SCREWS INTO HEADER PROVIDE A + EA EACH PSF Pounds per Square Foot' . • .• .. CS18 STRAP W 6-1 SC /z P q a. < . , . / ODX1Yz PIECES FACE NAIL 16d@ 16 O.C. @ EDGE ATTACHMENT CONT. HEADER, TWO PI SLOTTED HOLE FOR 'SCREW. - EN EE - EACH END PSI `- ounds per S Square Inch .. NAI VERTICAL SLO _ -, p q 4 LS EACH END. STRAP ATTACHMENT CAN $E - -+ SEE NOTE 2 _ D TOE NAIL 3-16d 4 -GUN NAILS EOR ENGINEER OF RECORD' PT PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WA CONT. HEADER TO STUD ( ) 1 ATTACHMENT. E EQUAL 7 uick Tie N BLOCKING FASTEN STRAP 3. BRICK VENEERQ Q Q 0 SOLE PLATE CONNECTOR SOLE PLATE ANCHOR NOT REQUIRED AT THE POLL I _ STRAPPING NOT REQUIRED. CE COPY STUD TO SOLE PLATE TOE NAIL (3-16d) 4 GUN NAILS HORIZONTAL TIES @ 24 D.C. VERT. EXT - EXTERIOR REINF Reinforce " PER SCHEDULE w/8 -10d COMMONS GABLE ENDS OR HOR LOCATED WITHIN 6 OF STUD AT LOWER LEVEL HEADERS •• " » FBC - FLORIDA BUILDING CODE SF - Square Foot JACK TR FACE NAIL TIES @ 12 O.C.. FOR 130m h FLASHING a L SOLE PLATE TO JOIST/BLOCKING 16d @ 16 GUN NAIL @ 8 ( P HEADER, PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED ON PLAN � TRUSSES LESS ( ) » MULTL STORY - ONE VERT. TIES @ 16 O.C.. FDN - FOUNDATION SPF -S ruse Pine Fur THAN 8' OR OPENINGS LESS WIND Z ) SEE PLAN BRICK LINTEL HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY „ NAIL SPECIFICATIONS ' FT -FOOT SYP.` - southern Yellow Pine AT ALL OPENINGS SPACE TIES WITHIN STACKED WINDOWS THAN - „ » SEE SCHEDULE _ 3, _ , = „ FTG FOOTING_ THRU Through U REVIEWED FOR 3%0.131"o -GUN NAILS 2 x0:113 � RINK SHANK 1 -0F OPENINGS. PROVIDE - 3/%"O WEEP 9 (UNSTACKED WINDOWS) I CODE COMpLt14N�1� 2 /is HDR -HEADER TYP- - Ical E DER STRAPPLNG 2'/,%0.131"0 » yP 8 TYPICAL H i 2 x0.113 G = 6d8d HOLES @ 33 O.C. IMMEDIATELY ABOVE SECTION VIEW iAILANTIC HORIZ -HORIZONTAL UON -Unless Otherwise Noted C� 3"x0.148" 0 = Tod 3'/2%0.162"o = 16d FLASHING. OF BRICK LINTEL - S0.0 LBS POUNDS VERT Vertical SEE PERMITS FOR ADDITIONAL 1'/ „x0.148"O = 10dx1'/2» 1'/2 "x.0.131 "G = 8dx1'/z ,' WWF - Welded Wire Fabric REQUIREMENTS AND CONDITIONS Ass ciates, Inc. I I 42U Usceola Avenue )ax 13ech, Florida 32250 Ph. 242-0-908 Fax. 241-9557 FL CA # X344 SC: CA# 3579 I OR 0 e -N C e 0 P 4 ♦ I\ r i >y90. 1 4 N 6' d d t r \ d - E d 5 Christopher 1 Sahourin PE' FL PE#71461 i N T LOU R TO IELD VARY GINAL ANY IOR TO TIGO & IN 3R ♦ - I 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 WIRE NAIL ��-'- w/ 2x SOLID BLOCKING „ i `; AT SHEATHING EDGE TO BLOCKING 0 3 O.0 6 DBL: TOP MAX NOTCH HEADER BLOCKING .ONLY REQUIRED-BE1 I PLATE LOW TOP PLATE / AT SHEARWALLS AND2x4 BLOCKING BETWEEN EA. STUCCO FINISH TRUSS. ATTACH AT EACH WALL -8d COM P RCH SHEATHING, i 5 HEADER _ , S E SPECIFICATIONS I .. STUD w/ 3 16 NAILS AT EA. EACH SIDE _ N a i PORCH OF SPLICE NS B LOW �-� I °� AMING INTERSECTION. MIN. OF =. 16d COMMONS 16d COMMONS 2x4 SYP 2 HORIZ. BRACING ® 8 -GUN NAILS •� HEADER, O.C.0 8 O.C. SEE .PLAN. 6-16d BETWEEN EACH TRUSS) ®$ SHEATHING SPLICE , 24 - O.C. 'BETWEEN OUTER WALL HEADER &SUPPORT & FIRST INTERIOR TRUSS. NAIL PORCH ARA FULL HEIGHT I PORCH 2 MSTA24 POST PER PLAN. ., T ANCHOR OR DTT2Z CONT. RIBBON CONT. RIBBON I O WALL C _ I PERPENDICULAR TRUSS „ � HOLD DOWN AT ( ) BOARD (TYP) _ BOARD (TYP) 3 O.C. T; (TYP)' TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B Ir EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE OPTION A SHEATHING :.TRUSS TRUSSES TRUSSES 24" 16 GUAGE POST BASE: - PO T 4x4'POST:A U44 OR JOIST. OR JOIST. 2x4 SYP 2 STRAP w/11 24 16 GUAGE B STUD WALL FRAMING # I` „ I SHEATHING SPLICE DIAGONAL 10dx11� EA. END BELOW STRAP w 11- 6x6 POST. ABU'66 I w/ 2x SOLID BLOCKING FASTEN EA. 10dx1 " A. EN ` LSTA12 FOLDED OVER P - AT SHEATHING EDGE Yz E D DOUBLE TOP PLATE PLATE w 5-10d NAILS 8d COMMON WIRE NAILS END w/ / „ $4 OSB or PLYWOOD PORCH: CONTINUOUS OVER TO BLOCKING CSA 3 O.C. � 3- Od COMMONS • • • INTO TOP PLATE & 5 d t 1 PORCH HEADER, = SLAB' ,°� " HEADER , RIM BOARD Y - - - - - - NAILS INTO BEAM. SPA - ,- - a SEE PLAN 6 ��z�� . THAN - » `l 1 , SHORTER T T MAX � 48 O.C. OMIT IF W CEILING S16 A ,� k FLOOR SYSTEM. ALIGN LOQ J 5 WALL FRAMING WALL FRAMING.:. , WALL FRAMING TRAPS ` MSTA24: � ROD _ SHEATHING IS INSTALL VERTICAL JOINTS WITH LINE / >_ EPDXIED »-.MIN. ROOF TRUSS I STRAPS ED 6 ON `FACE OF BEAM OR JOIST--,,,� II aoI FOR PERPENDICULAR SHEATHING SPLICE 'WALL SHEATHING I INSTALL FLOOR TO PLAN VIEw 6F JOINTS VE FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF , , TRUSS CONNECTION 81w01CING ONLY REQUIRED 5-8d' COM 1 O PORCH H PORCH HEADER PORCH HEADER 8 -GUN .. SEE DETAIL B ABO AT SHEARWALLS AND --"EACH ,SIDE OPTIONR 2 NAILS CONTINUOUS 2x6 SYP#2 STUCCO FINISH OF SPLICE AT POST AT POST OPTION 1 OPTION 2 FULL HEIGHT LEDGER FASTEN WITH ANCHOR -0R DTT2Z 5-0.131x3" EA. STUD. OVER LAP SHEATHING APA 'RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT » MIN. (2)2x4 WOOD /2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE & FIELD BASE OF POST BELOW. & 1 ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B ( ) » TO PORCH HEADER. 3 DETAIL A 1,. CONTRACTOR MAY CHOOSE OPTION } 2 OR 3. /8 OR GREATS) OSB. OR PLYWOOD, w 8d COMMON. NAILS C� 6 O.C. EDGE AND. FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED ( / D STRAPPING OPTIONS 1 FLOOR TO FLOOR WALL SHEATHING AN SRA 4 WALL ADJ. TO ROOF CONNECTION 2 TYPI AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTIO . WHEN J S0.1 OTEO S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF SD.1 50.1 AND WALL SHEATHING AND STUD FRAMING. •, SEE DETAIL 5 S0.1 FOR / DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ' 2300lbs `PROVIDE CRIPPLE STUDS ROOF TRUSS. EDIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS A A BOT. CHORD w/ 0:131x3" (� 3' O.C. A 2-SIMPSON H2.5T. TRUSS. „- ROOF I I I I L I q q B 2x4 SYP 2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d @ 3 O.C. O.C, FASTENED TO TOP ROOF TRUSS. TRUSS. � SDWC 15600 PLATE w 4-0.131x3" 11 /a SHEATHING FASTENED TO CSD 32 D.C.` / II II II II COMMON. MAX. TOP PLATE w/, 10d 0 3 O.C. SCREWS 16" AX. SHEARWALL M OSB WALL B 2x SYP#2 CONT. ATTACH D D D FASTEN CATS EACH END w/ I TO TOP PLATE AND TRUSS SHEATHING B C B C C C 3-0.131x3" COMMON TOE NAILS II » „ , w/ 0.131x3 ®3 O.C. EDGE OF I� 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR C C SHEARWALL r, s EXTERIOR WALL S 803 6 SW 803"Z6" ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO POST BELOW WITH 2-CS16 �, STRAP KING POST TO A - U TO LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 » O ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/j." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1Od 04 O.C. SW 8d O3 6: (2) CS18 STRAPS' SW 8d®3/6: (2) CS18 STRAPS ;ANCHORS ARE NOT USED ,� rorecc I FLOOR 'J11y�Ex� TO NAILER w/ (1) KUw ua fa ►_�� P,d� �rff/i 0 3" O.C. FASTEN TO TOP r PLATE w/ (2) ROWS TRUSS WEBS WITH w/3 -0.131x3" OF 8d C� 3" O.C. ° PLATE ANCHORS C -SOLE PLATE ANCHORS 2x4 SPF I' I SYP#2 2x4 NAILER FASTENED I, ALL AROUND FLOOR COMMON. 1. TO TRUSS BOT. CHORD w/ II C 2 ROWS 0.131x3 Ccs 3 O.C. , (} MAY SHEARWALL NOTES 1 i INTERIOR NTERIO CHOOSE 1 SHEARWALL. SW -2 'J11y�Ex� E5 S5.'!.'1/1.1L/YAIA/.%✓E fa ►_�� P,d� �rff/i LEDGER FASTENED r r Eff I / TRUSS WEBS WITH w/3 -0.131x3" ®- SO PLATE ANCHORS C -SOLE PLATE ANCHORS I, I' 2x4 SPF#2 CONTINUOUS TRUSS. T)B - END STUDS TO FOUNDATION OB - END STUDS "TO FOUNDATION LEDGER FASTENED SW 8dO3 6: HTT5 OR HDU5 SW 8dO3/6: HTT5 OR HDU5 TRUSS WEBS WITH w/3 -0.131x3" ®- SO PLATE ANCHORS C -SOLE PLATE ANCHORS D RWA TES: SEE SCH DULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 FLOOR COMMON. 1. AT ROOF TRUSS, C FRAMING ` CONTRACTOR MAY SHEARWALL NOTES 2x4 BLOCKING. FASTS CHOOSE A B C D OR G. 1. PROVIDE 3 " OSB SHEATHING � � /fs WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. END w/-/ 2x4 SYP 2 CATS AT 1 " CATS EACH2 FASTEN # PROVIDE 2x BLOCKING AT ALL PANEL EDGES. -. x3" NAILS +� 6 O.C. O.C. FASTENED TO TOP ...131 Q 2. USE ALTERNATE A. PLATE w 4-0.131x3" / A EXTERIOR WALLS 2 PROVIDE A MINIMUM 0 F 2` STUDS EACH END OF SHEARWALLS. KING &JACK STUDS AT HEADERS M DS DE MAY SERVE AS - COMMON E IDING BETWEEN ROOF END POSTS FOR SW - SHEARWALL OR 5-16d NAILS T USSFS_ HEADER DOWN CONNECTION rt: CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 612", O.C.' 'TOP, & BOT B SEE PLAN C 1 MSTA24 STRAPS D FULL HGT THREADED ROD SEE A -AN B OR HTT4 HOLD DOWN ATI3ASE '(U•O.N) (TYPICAL) 3. FASTEN ALL INTERIOR'SN -TO ROOF OR FLOOR` TRUSSES PER 5/S0.1 ALTERNATE `D ALTERNATE E 9 LL3 USE ALTERNATE ALTERNATE F & F FOR FLOOR 4. INSTALL INTERIOR FOOT114G BELOW SHEARWALL PER DETAILS ON S1.0 !USS ATTACEMENT >. ' TYPICAL SHEARWALL ELEVATION HEADER TIE DOr�W� 5 SHEARWALL ATTACHMENT AT ROOF F2 FLOOR s ON wHON 7 v NOTED..k_, .-.�� S0.1 PROVIDE. SOLID BLO KING WITHIN FLOOR SYSTEM AT SW END POSTS. S0:1 THIS -DETAIL ONLY APPNOTE�ON LA S0.1 ,.•�: N r_. 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICA° ONS. H�ADER 8d COMMON NAILS „ CONNECTION (1)DIAGONAL (4) ROOF NAILS (TY .) 2x4 SYP 2 OUTLOOKERS # A AT 3 O.C. TYP ( ) BACKSLDE- OF WEB. B EMBEDMENT DEPTH SEE PLAN C „ 4 ®2 O.C. 1 CS1 6 STRAPS 2x4 BLOCKING. FASTS V FULL HGT THREADED ROD SEE PLAN TRUSS 3/40 OR HTT4 HOLD DOWN AT BASE (U.O.N) VH3 FRONT SIDE OF WEBS EACH E - E ND w 3 10 STUDS -_ / WALL STUDS 2x12 OR 2 2x6. OR :2.'2x4 SYP 2 LEDGER TOENAILS ( ) # CONTINUOUS LATERAL BRACING, SEE 5T HURRICANE. CLI 0 EA. R H2. PWALL OUTLOOKER TO TRUSS. „ O AT 16 O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d COMMONS BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. OVERFRAME RAFTERS, SEE PLAN. 2X6 ROOF TRUSS ROOF TRUSS SIMPSON COMMON C H3 w 10-8d 1 ANGLE BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, AND TO ROOF MEMBER. THESE STRAPS. G SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T -BRACE. ONLY WALL SHEATHING UP BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. - - RAFTER LENGTH A SINGLE LEDGER B DOUBLE LEDGER ALT: To BOTH H3 ABOVE LENGTHS > 8'-0". THAN '- " PRODIDE MTS12 OR CS16 DIRECTLY LESS N 4 0 VERTICAL VERTICAL FASTEN w 10d COMMONS / 0 6 ON CENTER 2X4 2 SYP BLOCK _ CSD EACH ROOF MEMBER. BETWEEN OVERFRAMING RAFTER REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING GABLE BRACE. FASTEN. EACH AND ROOF MEMBER. 0-775 2x6 w/ 5-0.131x3" 1850.-2345 2x8 w/ 6-�/4"0x6" SDS SCREWS END W/ 3-10d TOENAILS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w 8-f "0" SDS SCREWS / /*x6 BLOCK TO DBL TOP „ 1251=1540 2x1O w/ 10-0.131x3 in 04 PLT W/ 2-H2.5T - w 12=0.131x3" 15401850 2x12 / [PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 71E IN OFOVERFRAME 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 H�ADER UP CONNECTION CONNECTION (1)DIAGONAL (4) BRACE PER TRUSSES APPLIED CALL OUT Q UPLIFT CONNECTOR A TO BACKSLDE- OF WEB. B EMBEDMENT DEPTH SEE PLAN C '/2"0 1 CS1 6 STRAPS D BRACING APPLIED T FULL HGT THREADED ROD SEE PLAN 5/8 3/40 OR HTT4 HOLD DOWN AT BASE (U.O.N) 3x3x'/," FRONT SIDE OF WEBS 2X" 3" CONTINUOUS LATERAL BRACING, SEE MONO STEM TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. H�ADER UP CONNECTION CONNECTION (�) © CALL OUT Q UPLIFT CONNECTOR A WOOD PLATE HOLE LS18 0 32" O.C. B EMBEDMENT DEPTH SEE PLAN C '/2"0 1 CS1 6 STRAPS D 4" 4" FULL HGT THREADED ROD SEE PLAN 5/8 3/40 OR HTT4 HOLD DOWN AT BASE (U.O.N) "Z's u U„„Sv aUU Ass Ciates,`InC. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0 08 Fax. 24179557 FL: CA # 344 SC: CA# 3579 �1y afffufOlffep®e 10. 14 C -0 �A � � a � e a `iI Sh•mer" • Na \ 40 E�6P31�EEEitiaff... Christoph r J Sabourin PE FL PE#71461 REVISIONS DATE 1 SINGLE BRACING NOTESAND SPECIFlCATIONS TRUSS BRACING 1:)ALL BRACING LUMBER SHOWN, EXEPT LL FOR T-BRACE'SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) .� 2. BRACING LUMBER SHALL INTERSECT I°I THE WEB. OF THE ..BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. II I I 3. PERMANENT PERMANENT BRACING NG I°I WHERE NOTED ON TRUSS MFR. SHOP II DRAWINGS. THE CONTRACTOR SHALL I°I PROVIDE 1x4 SYP#3 OR BETTER T-BRACEFASTENED TOBOTTOM CHORD BRACING lal PERPENDICULAR TO TRUSS BOTTOM WEB w/ 1 d ®6"O.C• II CHORDS AND ATTACHED TO EACH T -BRACE TO BE THE I°I SAME SIZESPECIES, TRUS WITH 2-8d COMMON NAILS. AT , AND GRA5E AS WEBII GABLE END WALLS PROVIDE` DIAGONALS TO E BRACED. I°I AT END WALLS' PROVIDE DIAGONALS II (APPROXIMATELY 45%) TO THE I'I ADJACENT EXTERIOR PERPENDICULAR I ( WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING ip MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. 0 S. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROV@E THE LEDGER IS BEING USED TO ATTACH THE ADJACENT IM I TO DBL. TOP PLATE DIAGONALS N I T 6 E R PER NAILING SCHEDULE HE END SPACE ROOF DECK. USE A 2x LOGE ABOVE. ATTACH ROOF DECK PER GENERAL, NOTES: 2x4x6' SYP / LATERAL BRACE EA. I BETWEEN THE WALL AND THE FIRST X -BRACE w/ 2-16d INTO BOTTOM 8-10d LSTA12 CSD 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD .BRACING AT A COMMONS TO GABLE TRUSS BOTTOM CHORD W MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 CSD 36" O.C. OMIT IF A N „ PERMANENT T BRACING s LEDGER�5R NNECTION s DECK LEDGER AT ;OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12 MIN 11 ROSS WHEN wH ONNECTION BY TRUSS OTmTRUSS TO LES0.1 USE THIS D TAIL TO FASTEN OVERFRAMED'ROOFS, VALLEYS, ETC. SOa1 - SO.T SCALE: 3/4 = 1 -O N TES. -1. SPACE GABLE END BRACING CSD 4 6 MAX. MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 ST S IN LIEU OF 2 STUDS 16' ITS ACCEPTABLE ` ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A - ---iT » OR BEAM GIRDER TRUSS -- ; FULL HEIGHT MIN 2 PLY 36 LONG STUD 36 LONG STUD- WASHER -- PLAN li(I OR BEAM ? ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD A N w 1 - D F Yom_ F STE / 2 FASTEN w/12- FO OVER TOP PLATE 2MSTA24-STRAPS f „ '------- 1----- -- --= O 0:131x3 GUN 0.131x3 GUN NAILS • SIMPSON HTT5 OR t t ANCHORING SYSTEM. THE THREADED ROD ANCHORING FOLD OVER TOP PLATE 1 FULL HT. FASTEN w/18 10d • I NAILS I (2)MTS1 Z DOUBLE - SYSTEM SHALL CONSIST OF %-0 A307 THREADED HDU5. FASTEN J (I 2 TS12 SOLE FULL HT. ANCHOR FASTEN w/18 10d j o ( ) -- TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS I II t UPLIFT - PLATE I ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE CONNECTOR SIMPSON DTT2Z f Do No' DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SEE PLAN o „" ;` - 1 I THESE PLATE __. TOP PLATE PROVIDE A 2-x 2"x STEEL WASHER. I w/8 Y4 x 7�i ur - - a WALL STUD C FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS 1 a I ARCH POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. SIMPSON FULL HEIGHT A ` OR ---- - ( ) F LL HEIGHT' � MINIMUM 2 PLY = •� LTT20B THREADED ROD (2)H2.5T (2)H2.5T ROD „ -_. T f S UD OD INSTALLATION. THREADED FULL HEIGHT � R AT ALL PLATE PENETRATIONS. .. TH E DED RO � WITHIN 6 OF ---� -1---- -- _. MINIMUM f Y2 I MINIMUM -_ _ PROVIDE A HOLE IN THE PLATE ,4 LARGER THAN THE 4 MI �] THREADED ROD ' p f EPDXIED N I GIRDER SEE PLAN) --� ---- 2 LY 11 ( ) P l 2 LY AT 2ND ST DIAMETER of THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY � THREADED .. I STORY SEE PLAN i ELEVATION STUD p x6 TITEN HD OUPLE I ° ° Y2 I STUD STUDS PROVIDE � W SINGLE CONTINUOUS RODS ARE PREFERRED, C R COUPLER TIGHT STUDS PROVIDE ROD EPDXIED ) " O: A „ I THREADED D O (SIMPSON CNW OR EQUAL MAY BE USED IN CASES RO14L D 2 CS18 STRAPS COUPLER � � 1 ) AGAINST PLATE 1' CS18 STRAPS 7.5 .MIN °° ° II STEEL __ __ __- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE EPDXIED 4 MIN 0R AT BASE OF STUDS DESK (OPTIONAL, LOCATE © 3 FULL HT. __} ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS f „ (0 ! SIMPSON TITEN. HD ROD COUPLER 1 l¢x6 TITEN HD FLOOR TO FLOOR c ANCHOR y) IN HOLE. RODS MAY BE SLANTED FROM TRUE` „ (FLOOR TO FLOOR) I I(FLOOR C, AS NEEDED) � RODS--THD37634RC {� x6$'4 } i MINIMUM L PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AT SIL AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLA STUD s » FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. ' EMBEDMENT T, --DEPTH 0 FULL HEIGHT ANCHOR INSTALLA11ON CHART THREADED (�) © O Q 0 ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 '/2"0 2x2x'/8" 4" 4" 2" 3" 5/8 3/40 3/,"o 3x3x'/," 7.5" 12" 2X" 3" MONO STEM MONO STEM THE NUT ABOVE IML UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /8 ROD = DTT2Z SECURED OVER THE WASHER TO A SNUG -TIGHT �SDS SCREWS BUILT-UP POST, BUILT-UP POST „x11; „ HTT5 ROD =HTT5 CONDITION PLUS ONE-HALF TURN OF A STANDARD / - Y4 ; ' WREOICH {APPRO)aliilATELY 30 FUE� T. -LBS. OF TORO , OM TO SHRINKAGE AND COMPRESSION OF BUILDING. SEE PLAN. SEE PLAN. CONTRACTORS SHALL RE=T[GHTEN NUT TO -30 FT. -LBS. OF TORQUE AM ALL TRADES ARE COMPLETE AND PRIOR TO INSULAnON. Y ANCHORING: EPDX ALL THREADED RODS SHALL BE HTT5 OC HDU5T2Z T TT O " �8 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE' FOR ` OPTION 1 OPTION 2 CHART FOR EMBEDMENT AND EDGE DISTANCE „ q 3 5 FULL HEIGHT TR CONY 'TIL 4CT LOU ;IOR TO _FIELD Y VARY )RIGINAL TS. ANY PRIOR TO )NTIGO & T IN GOR 2EFER TO THE 4L DRAWINGS OR T THE E.O.R. 4 NAME FULL HEIGHT ANCHOR REQUIREMENTs /B FULL HEIGHT ROD /8 FULL HEIGHT ROD SHEET DED ROD INSTALLATION CHART WALL. SECTION THREADED 3 /$ FULL HEIGHT ROD ALTERNATE IC . 12 FULL HEIGHT .WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT 41FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT ET AIL WHNE1 GIRDER /BEAM STRAPPING S0.1 S0.1 SD;1 oTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE. S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I SHE T 2 OF 7 ' I I I OVERLAP SIDEWALL OVERLAP SIDEWALL DE TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE ALWAYS PLACE : : HEADER AT TOP PLATE _ . _ .. HEADER AT TOP OF ROUGH TOP OF"ROUGH { OPENING Q• OPENING I GARAGE /e THREADED ROD . . . . .. 1 " P 2 20 a STRAPS HEADER _ w/3x3x/4 PLATE O 9 . . . _ HEADER TO JACK' (2)20ga STRAPS HTT5 w/ ALWAYS PLACE OAL POST. FASTEN TO STUD � •' G . . HTT5 W » ; HEADER TO JACK � / , „ ..: _ THREADED ROD ;' HEADER AT CK WITH 2—ROWS OF 16d » 1 .... . . . . . . . .. PA THREADED ROD �z TOP OF IROUGH . . . . RING SHANK NAILS @ 12" O.C. " MAX EPDXIED 12" 2 20 a STRAPS OPENING EPDXIED 12 0 9 ` TEXTEND HEADER T O ACK HEADER T J ATTACH GARAGE DOOR THR U ,` 222 2x4 BLOCKING _ TEN R EX D HEADE TO 4 0.131x3 TOE NAILS 2 EA. SIDE Y INTO / / FAR SIDE OF WALL c ) KING .STUDS .UPRIGHT BUCK DIRECTLY - 2x6 FAR SIDE F - 2 0sx6 POST 2x ou OOK R ( ) AS SHOWN. TL E HTT5 W ... :.. , . .. H3 ®EA. NOTE' A / STUD PACK PER GARAGE DOOR » O , p o 2 2x6 » O (2)2x6 SPF#2 AS SHOWN. R � •-• •* 6 $ 6X OUTLOOKER AT 24 O.C. PLACE GABLE END TRUSS ` 2 2x6 JACK STUDS � THREADED OD SUPPLIER } JACKS » » TO THE INT: FACE OF EPDXIED 12 .:: .. 6 6 6 6 4 —0 x4 —0 PIECE OF WALL , » » AND 1 BALLOON FRAMED' WALL .. .. ROOF 4 0x4. Q PIECE OF WALL ::. .. SHEAT o INC INSTALL AT UPPER J: /• KING. „ STUD SPACING, SEE AND FASTEN TRUSS TOP SHEATING INSTALL AT UPPER :.. :. SHEATHING. G/.P�' HTT5 w (2)2x6 CORNER 1 BELOW GARAGE HEADER ` HTT5 w . � „ / FRAMING PLAN Qg A AND BOTTOM CHORDS TO / DETAIL A » ;r CORNER 1 BELOW GARAGE HEADER JACKS H BALLOON i 5 ON EXTERIOR STUD (TRIM AS-. SCHEDULE. LOON FRAMED WALL STUD CORNER THREADED ROD _ 2 2x S THREADED ROD � 5 12d TOE (} o DETAIL A o ... .. DTA STUDS w - 1 » I ON EXTERIOR STUD :TRIMED. AS AND 1 � SHOWN / 2 D. 31x3 EPDXIED 12 ( AND 12 O ) 2x4 BLOCKING EN NAILS EACH s s s s 6 B /� 1 L u SHOWN KING. \\. :. .. TRUSS • ) NAILS AT EA. STUD. 48 O.C. BETWEEN P.T. SOLE PLATE—,FASTEN SHEATING TO HEADER w 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST r, » INTERIOR TRUSS. GARAGE FASTS ` SHEATING TO HEADER w 8d COMMON OR GALV. BOX NAILS IN3"GRID PATTERN AS 'SHOWN AND 3 O.0 IN ALL FRAMING HTT5 w/ / FASTEN GABLE END �_ SOLE PLATE „ HTT5 w/ ,. „ FLOOR THREADED ROD „ IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. ANCHOR 5/s 5 TRUSS w/ FULL HT: „ THREADED ROD EPDXIED 12 » (STUD BLOCKING &SILLS) TYP.: EPDXIED 12 ... • ' � ANCHOR AND HA4 SOLE PLATE ^ ` EA. END .ANCHOR GARAGE WING WALL SECTION - .. DOUBLE BLOCKING AT PANEL JOINT NAILS TO <- A DOUB E"BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 16d SINKERS ;.. D TOGETHER w/ 3 16d SINKERS -. THICKENED SLAB EDGE AT GARAGE OPENING. 6x6 POST WITH ABU66 w <s /e, THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN g » ( W THREADED ROD 3 NOTES: STUDS) DRILLED AND EPDXIED w 12 EMBEDMENT & 3x3x /4 WASHER. » EPDXIED 12 MIN. F ROUGH 1. ALWAYS ;PLACE 'GARAGE HEADER AT TOP 0 OU OPENING, I GARAGE WING WALL ELEVATION CONVENTIONAL SW ANCHOR PERS SCHEDULE. EDULE NO FULL HEIGHT ANCHOR C REQUIRED. II , GARAGE PORTA WIN WALL GARAGE WING WALL F 1 GARAGE HEADER FRAMING 2 OR G �,� 3 A FRAMING LESS THAN 12 4 BALLOON FRAMED ABLE END MMEN NMEN OT€0 OTED S0.2 OTED S0.2 THIS. DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 THIS. DETAIL ONLY APPLIES WHEN 'NOTED ON .PLAN S0. 4-12d TOE ROOF NAILS TYP. 2x4 SYP# OUTLOOKERS ( ) @ 24" 0. ` TRUSS H3 OR H2.5V, HURRICANE CLIP @ EA. OUTLOOKER 0 TRUSS. SPLICE 2x6 x 4'—B" P.T. SYP N0:2 EXPOSED R FTER TAIL TO EACH ROOF i PORCH .BEAM SUPPORT POST TRUSS 0 24" O.C. a JACK STUD IF 4x4 IS SPECIFIED ON PLAN JACK STUD x4 P.T. SYP No.2 AT DOOR MIN. (2)2x4 PT SYP # USE (2)2x4 SPF#2 SUPPORT. AT DOOR / LOCKING CLOSURE FASTEN " 2 ; W, / _ „ IF 6x6 IS SPECIFIED ON PLAN, 3` / 3_ 12d TOE NAILS. RIP { TRUSS BOT. CHORD TO 24 MAX. O• OWN TO REQUIRED DEPTH „ USE (3)2x4 SPf#2 SUPPORT, PRE-ENGINEERED � • � GABLE TRUSS PER GABLE BRACING TRUSS RATED WALL SHEATHING w/ 12 MIN. WOOD ROOF TRUSSES: �� PLAN ( w/8d 0 12 O.C. Y4"x3Y2 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO 12d COMMON LAN VIEW PLAN VIEW SIMPSON LTT208 WIRE NAILS WALL SHEATIING UP P TAPCON SUPPORT POST w/ (2)HTS20. GABLE END 3RUSS. SCREW RECESSED IN SLAB 4" O.C. FASTEN "TOP CHORD' w/Y2" THREADEDSTAGGERED r GABLE BRACE TRUSS TO ATTACH SUPPORT POST TO ROD EPDXIED 4" SOLE PLATE' __..__._:. _.. _..._ ._' _.__ WALL w/8d @ 6" O.C. ANCHOR FOUNDATION WITH HTT4 w/ 5/11"Ox6" EMBED EPDXY ROD. U.O.N. CONC. SYP#2 PT SOLE PLATE UPLIFT CONC, CONNECTOR T P PLATE SLAB SLAB BOX COLUMN GABLE BRACIN TRUSS TRUSS NTOAWALL BLE Bw/(10)8dI MAY BE USED IN LIEU OF 4x4 OR 6x6. TO WALL, SEE ECTION BELOW EA. END WATER PROOFING AT LOWER PORTION OF DOUBLE A—A ELEVATION VIEW ELEVATION VIEW TOP PLATE BOX COLUMN BY BUILDER �' I IF PT MATERIAL IS NOT USED. 4 Ir.. 0.131x3" TOE MAILS 0 8"O.C. SECTION A -A FROM BOT.: CHORD OF TRUSS TO DBL. TOP PLATE OPTION A OPTION B TRUSS BOT. CHORD TO GABLE BRACING TRUSS w 8d 0 12" O.C. I' -, LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15.6-,OO 36" O.C. OMIT IF 5 FRONT ENTRY JAMB FASTENING s BOX COLUMN DETAIL RAFTER TAIL DETIAL 8 GABLE END BRACING » �� SHEA�'�ING OVERLAPS GABLE 12 MIN OTEO; S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0,2 g P i ox� t x r• Lou ontigo and AssoIciates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 1344 SC: CA# 3579 9iap . hada < PA's a NO. 46 i 00 OR hrISroph�;r J Sahourin PE FLi PE#71461 REVI IONS DATE I f FIELD -ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA7 IONS WHICH MAY VARY. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPR VED BY LOU PONTIGO fr ASSOCIATES MAY RESULT IN ADDITIOIAAL ENGINEERING OR IN PECTION FEES. I NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE CHITEC URAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME �SHEET3 OF 7 87,-611 f 1f 2 -o SIM. lo,1 2 1 3 10A 3 2 - S `.01 S1.01 S1.0 1 S1.01 S1.01 1 S1.0 - - - - --- - o 5YM13UL5 LLUENIJ - - DESIGNATES FOOTING LINE w -INTERIOR LOAD BEARING WALL' ' DESIGNATES SLAB RECESS a > a ri S FC M I I ^ a CN I I I .. LO DONC 9'1f 7f-0 21f _ f _4f3f_ 3 .' o o I ,4n CIOS1.01 at:. N , I 6 FOUNDATI N PLAN O 6 51.0 I I d _ SAWCUT S1.01 �-- I I- I 10B co 00 4 �I a ".7 TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESI � C F2.0 2'-0" 2'-0" 1f_0, 3-#5 EA. WAY BOT. L F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. I 0 F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. " 4- 5 EA. WAY BOT. F4.0 4 -0 4 -0 1'-0" # I�y F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. r : 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3 ^ 3 I' ^ ff N I I FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, FL STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR S1.01 REFERENCE ONLY. .01 I � - - SAWCUT ^ CDI 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL. BUILDING CODES. £,G 1 ✓.. S1.01 O I\ IIS ------------ _ -- --- ------ � -4 PROCTOR IN ACCORDANCE WITH ASTM D 1557. I c I {' 0 i.4 \^ 8 PROVIDE 2-#4x4'-0" \ I w i o I S1.01 I I w c0 \ 51.01 CORNER CRACK BARS f I I 'o -)^I-------------- AT SLAB MID -DEPTH. auw 77 STAIRS BY I S1.01 S1.01 I BUILDER S1.01 O w I--�00 �,. ./ ^ I I 4" CONCRETE SLAB wJ- g I ^ I FIBERMESH @ 1.5 LBS/CU. 'D. - -- - - - - - STAIR PAVERS I ' OF CONCRETE OR 6x6 W1.4xW1.4 S1.01 I . ,.1 BUILD=ER N I , BY OTHERS. WWF ON EMIL VAPOR BARR ER I _ IN PREPARED GRADE. 2>-81 I in 8 :f y S1.01 PAVERS I [BY OTHERS I = LL 00 00 I o PROVIDE SAW CUTS PER ,...: I ^rn I ^1 I I ^1 I 5/S1.01, BUILDER TO .- ^ I I r ^ , � I I 1 -6ff ; I 9 �o 00 r COORDINATE WITH FINISH STAIRS BY I I_ I I I 51.01 BUILDER I ( FLOOR MATERIAL. w SLIDING GLASS DOOR o A I 00 S16o1 FRAMES MUST BERECESSE 00 SEE ARCHITECTURAL PLAN ' �, S1.01 ^ FOR LOCATON OF SLIDING GLASS DOORS. I 17 o_Ac __ I HillL >000001 I p F-1 ��` WX 5YM13UL5 LLUENIJ - - DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE -INTERIOR LOAD BEARING WALL' ' DESIGNATES SLAB RECESS a Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 3344 SC: CA# 3579 s65�mddtlrq ,:��"�s�nwu�ngAa•'g..:�°poi.,. ♦ No. 4 e TA P I" At PP�W9II9dP19915iAi1e4�`1i0 Christopher) Sahourin PE FL P_E#71461 REVII IONS DATE I FIELD; ALTERATION CONTRACT�IR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICAIIIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL - CONSTRUCITION DOCUMENTS. ANY FIELD ALTER JATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCI4TES MAY RESULT IN ADDITIONAL ENGINEERING OR INS PECTION FEES. / -b -14-6 �) -4 87P-6)) a ri FC a DONC THESE U ARCF FOUNDATI N PLAN O FOOTING SCHEDULE AND NOTES SCALE, 1/4" _ 1'-0„ TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESI � C F2.0 2'-0" 2'-0" 1f_0, 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. " 4- 5 EA. WAY BOT. F4.0 4 -0 4 -0 1'-0" # F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL. BUILDING CODES. OWFICE COPY 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. I c I {' TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. 1 CONSTRUCTION SPECS. ( )#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) LE PLATE ANCHOR AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1—#5 CONT. PROVIDE > ' 8 CMU OPEN BOTTOM .LINTEL SEE 3 S0.0 4,_0» HIGH NOTIFY E.O.R. e, / CORNER BARS TYP. SEE 7B/Sl.O1 MONO SLAB. FOOTING AT PORCHES, ` 1» � � BLOCK w 1— 5 CONTINUOUS FOR TEMPORARY BRACING 5 WHEN SPECIFIED ON PLAN. 2 t LAYOUT PLAN AND SEE ARCH PLAN ,- , PERMANENT LATERAL i SLAB ON -SLAB ON GRADE, . 1 SUPPORT DETAIL. = — -- R _ 4 4 SEE PLAN. O A - �,GRADE, k - , r GRADE OR CONC. SLAB, SEE PLAN. /fie ! • - ,. — - - � , _ 8 CMU STEM \ � .,�',� � WALL VERT. .1tIll.,� , .f, ,- .,--- DOWEL TO MATCH _ , » �, " SHOWER P N SLOPES TO DRAIN SEE ARCH SLAB 0 N STEMWALL SCHEDULE CMU REINFORCING COURSES -71t TO 6 #4 VERT. ® 48"O.C. 7 TO 10 #4 VERT. @ 24"O. C. 11 TO 12 #4 VERT. @ 8 O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. p 4 VERTICAL' DOW r ..�''� EL C� 24 O.C. STEMWALL REINFORCING SEE # " ( -.' _ a. � ,!/ GRAD E � `\ \ PLAN. MAI THIN 4 MIN. SLAB THICKNESS. _ eL � _: � , -.,i !-' , ..., 90 BEND INTO FTG: ULE w 6 HOOK INTO SEE PLAN 1 � AP VERT REINFORCING FOOTING L 1 � -IF STEMWALL IS GREATER 25 � M THAN 3 COURSES. d �\ _ ON INUOUS CONCRETE T �' CONT. CONCRETE FOOTING 1 STEMWALL SEE 1.01 FOOTING 8"d x 16"w 1 -STORY w/(2)#5 CONT. ry Q 3 CLEAR c w 10 d x 20"w � 2 -STORY, w/(3)#4 OR (2)#5 CONT. J » » r v 10 x20 2 w 2 5 CONT. FOOTING W SHOWER ES r STEMWALL FOOTING 2 / RECESS 3 GARAGE STEM WALL SCALE. 3/4 10 �.o— S1.01(IF REQUIRED)(IF REQUIRED) S1.01 — TYPICAL WALL FRAMING AND ANCHORAGE ' PER CONSTRUCTION SPECS. N R (1)#5 CONTINUOUS, PROVIDE DE CORNER BARS (TYPICAL) STEP, SEE 12 HOOK INTO SLAB. ARCH. (4 MAX.) I EQUAL TO SLAB THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. WALL FRAMING BRICK VENEER IS ' ACCEPTABLE WITHOUT INCREASE OF FOOTING 1" DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMING SIZE. 8" CMU STEM WALL W/ = SEE PLAN STEP, SEE SLAB ON ELASTOMERIC SEALANT 4 VERTICAL DOWELS @ 24" 0. C. 4 - - ARCH. PLAN # GRADE SLAB ON INTO FTG. _ - _ _ _.®— :a d 90 BEND 0 , , p a GRADE :.; .. SLAB ON - -- _ SEE :.PLAN ri , .•x. 00 GRADE _; ___, -f X\ SEE PLAN. ^ NOTES: SEE PLAN. 1) .PROVIDE SAWCUTS TO CREATE �'� d oo f • r a. .."> APPROXIMATE 12 12 MAX. S \� CONTINUOUS CONCRETE ' � ,�• Q 2 SLAB ) SAWCUT CONIC. S B WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. OPTION .•�A 3„ �� NAL ,,. A 8x16 3 CLEAR 1—STORY w/(2)#5 CONT. Q 2 FLAIR »,> 8 x20 8 x16 1 -STORY, W/(2)#5 CONT. » » � 2 -STORY w/(2)#5 CONT: 10 x208%20" 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. ro 4 STEMWALL AT GARAGE 5 SAW CU DBEA ETAIL 6 RING AT INTERIOR � , MONO. FOOTING AT STEP-DOWN SCA 3/ 4,, = V-0" S1.01 S1.01 S1:01 LE �_o ��`gs �a►eeeaelabsltaraa►>�t�p,��q J. A11r k4MW a m" ° f0 14 1 a v • e _ s • � TA F a hristophr I Sahourin PE FL PE#71461 REVI IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 'PONTIGO ASSOCIATES PRIOR TO MAKING A NY STRUCTURAL FIELD MODIFICAl IONS WHICH MAY VARY FROM THETENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTER ATIONS MADE PRIOR TO BEING APP R VED BY LOU PONTIGO & ASSOCI TES MAY RESULT IN ' ADDITIO AL ENGINEERING OR IN PECTION FEES. V TYPICAL WALL FRAMING AND ANCHORAGE PER3 ,, MATCH DOOR /4 RECESS CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. OTHERS i BOND BEAM w/1-#5 SLAB ON GRADE,' e SEE PLAN. k;l1 11 x��-'� PAVING BY SLAB ON d. ' 8 MASONRY BUILDER GRADE \ » » z STEM WALL w 12 x12 1#5 CONT. SEE PLAN. 2 ! „ � E.J. DETAIL 10B FOU DA i ION o .1- #4 @ 48 O.C. I0 \ MATERIAL x CIO�' 1 � a .. !' GRADE OR CONC. cv �� 1 ;' SLAB, SEE PLAN. Q r,!!\ D TAILS `, ,r SLAB ON 41 N ,�- — �, •,,\., ,'.,;''� .."-'- � ,. � GRADE, ALT. FOOTING AT :._ ,� SEE PLAN. BUILDERS DISCRETION. DO NOT SC LE DIMENSIONS FROM #� @ 48" 0. C. OR \ / a . » » THESE D"WINGS. IF A DIMENSION IS ✓ • • THICKENED EDGE 8 xg- UNCLEAR REFER TO THE ROD CHAIRS (TYP.) a.` -'' _ DETAIL 10A ARCHITECTURAL DRAWINGS OR �� wl 1—#5 CONT. co TACT THE E.o:R. 12 w/(2)#5 CONT. » PLAN NAME 12 THICK x 20» WIDE w/ (2)#5 CONT. FRANKLIN DESIGN RAWN/CHECKED CS AS / LAP DATE 8 MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 1 fl THICKENED SLAB I 01.17.18 �-O S1.fl1 S1.01 SCALE S NOTED LPA No. TOLL -18-00023 CONTROL O No. 3722 SHEET FFICE COPY 1.01 SHE T 5 ` OF 7 I # I SYMBOLS LEGEND - THE HIDDEN DESIGNATES SHEARWALL. ,. ---------- LINE DESIGNATES .SIDE OFWALL THE SW: 3 6 ' - x , SHEARWALL SHEATHING TO BE APPLIED. ., 8d @ DESIGNATES 8d COMMONS @ �3„ O.C, EDGE & 6„ O.C. W THE FIELD.'. DESIGNATES THE HEADER SIZE, NUMBER st OF PLY'S & JACK/KING STUDS NEEDED (2)2x8-1 /2 FOR SUPPORT HEADER.. . Lou onti`3o and ----Ass �Ciates, Inc. BEAM OR TRUSS, SEE.. PLAN ANCHOR LEGEND 420 Osceola Avenue lax. Beach, Florida 32250 3 A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 X THREADED ROD, SEE DETAIL 12/SOA FL: CA. # 1344 SC: CA# 3579 5,¢" A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/50.1 iE witiAlIII Niggle tiT#g� /a A307 DIAMETER THREADED, ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 ,� a� ,, f SEDETAIL 5,. /8 A307 DIAMETER THREADED - -3/1,0.2(95 ROD TERMINATES AT FIRST FLOOR 7 6 (2)2x6-1 /1 (2 2x8 1 /1 (2)2x8-1 1 (2)2x8 1 /1 (2)2x6 1 /1 IIB ( )2x 1 /1 / TOP PLATE, SEE DETAIL 12/S0.1 r,- OF ; OSB WALL I _ SIMPSON HTT5 SEE DETAIL 15/S0:1 M m , 4 O / HEATHING. DP,. OSB WALL VERY i PORTANT NOTE. ✓fJf "ON . ♦�b0 SHEATHING. 6x6 POST WITH ABU66 w/ T fJJ, �iJt vYo� 51MPSON DTT2Z SEE DETAIL 15/S0.1 fr y,a TFEADED ROD C', r"C20 I Chrlstophle. l Sabourin PE I I EPDXI 6". SEE 3 SO.2 ILO\ / SIMPSON LTT20B SEE DETAIL 15 S0.1 F L P E#71461 \ OSB WALL / I� 1 Ii;; M I �,f,SHEATHING. I REVI IONS DATE r l WALL STUD SCHEDULE I � � W ,I; ii .; FASTEN TOP OF N ;o , FASTEN T F \ ruo slzE I OP I I \ .Q I PLATE w LOCATION M N � I .. &SPACING -' ALL PER 5/S0.1. w ( � HEIGHT WALL PER 5/S0.1. I I I I FASTEN TOP OF N 9 -1 2x4 SPF#2 @ 16' 0.C. _..: (n W I I ;: EXTERIOR # 1' I I x MAX �. WALL PER 5/S0.1. CD „ / N I _ 10 -1 2x6 SPF#2 @ 16 O.C. or I R o Q I) EXTERIOR 2x4 SPF#2 @ 12 O.C. N I MAX % I I! � I I Q I i 10-1 TO EXTERIOR 2x6 SPF#2 @ 16 O.C. I h U' I 14 0 10 0 INTERIOR MAX 2x4 5PF#2 @ 16 O.C. VERY IMPORTANT NOTE: r i 12'-0" 2x6 SPF#2 @ 16 O.C. or I L , INTERIOR FIELD; ALTERATION �., • 6x6 POST .WITH ABU66 W/ MAX 2x4 SPF#2 @ 12 O.C. �,• r ` I » ;: STUD NDTES: CONTRACTOR SHALL CONTACT LOU s p /g THREADED ROD PONTIGO 4 ASSOCIATES PRIOR TO 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING NV STRUCTURAL FIELD 0 I vt!. ) -. EPDXIED:. 6 . SEE 3 SO.2 - MODIFICATIONS WHICH MAY VARY ., / MT T2. MINIMUM STUD SIZE AND SPACING `ARE SHOWN.FRO HEI TEN OF THE ORGINAL TOP PLATE TO S UDS w SDWC15600 (� 48 O.C./ CONTRACTOR MAY INCREASE -STUD SIZE TO MEET coNSTRu TION DocuMENTs. ANY ARCHITECTURAL REQUIREMENTS: t d I BEING APPR VED BY LDU PONTIGO & I ^.:. I ' `'� ----- ASSOCIATES MAY RESULT IN - 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN CU _, ADDITIO AL ENGINEERING OR W YELLOW PINE. X I„ / SEE DETAIL {`� N I i$ INSPECTION FEES, I,? O� 3 50.2 4.) USE SYP#2 FOR ALL -TOP PLATES AND SOLE PLATES. N � /„ 2 2x10 1 1 2 x10 1 1 I p Q ) / ` � 5.) FASTEN BOTTOM 'PLATE OF INTERIOR LOAD BEARING WALLS. t E I TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. I' i N MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT r- SHEAR WALLS ( i i \ cfl � Z N x M COMBINED USE PANEL OYES J N ?� 3 ^ (n 1. EXTERIOR WALL SHEATHING SHALL BE ( L 6' N LD - CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST '- TOP PLATE TO STUDS w SDWC15600 C� 48 O.C. / TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING II I �T I I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS -J (2) 2x6 --t W SPF#2 ; 2. SEE SHEET SO.O FOR WALL SHEATHING II # 2x8 WALL 2 2x V J W L__.__-_ ., SPECIFICATIONS. I POST. ��.,, � ; I I � I 3. UPPER MOST .TOP PLATE SUPPORTING ROOF } 00 ('2)2x10-1 /1 MEMBERS SHALL BE STRAPPED AS SHOWN IN ,I N \ I I DETAIL 1 /SO.O tt '' '' FRONT ENTRY JAMB 001 W I I I� x I W I FASTENING SEE I' N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL DETAIL 4 SO.2. I N N _ 31so.o N i , -a I GENERAL NOTES J i J; 1. SEE DETAIL 2 S0.0 FOR WALL FRAMING DETAIL. I �� . j n N I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD .I 6x6 P.T. SYP 2 POST s E I- I # SIZES' AND SPACING. AT GIRDERS. AND BEAMS,. \ W A I BU66. SEE DETAIL- / _ x I I PROVIDE STUDS BELOW TO MATCH BEAM GIRDER , � W � I N � I I I- x PLIES: I � .-, cl , 2 S0.1. TYPICAL I, I I I N / (TYPICAL) mol x N N2. 5E .SHEET S0.0 FOR 0E RO F AND FLOOR I ^ I SHEATHING SPECIFICATIONS. 1 I y N I, i -I ---' I � I �-.� 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I LIBEAMS HEADER AND EN PLIES ( ) STUDS FASTEN A T .. l TOGETHER PER TAI E DETAIL 6/50.0 PES 1 I FASTEN TOP OF I N ASTE O WALL \ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL L c0 W S0.1. I x 3/ S1.1 I PER DETAIL 5 SO.O I / I N X 0 N I .. 5. AT SHEARWALLS PROVIDE DIAPHRAGM 2x8 WALL I .. N , L OSB WALL N ATTACHMENT PER DETAIL 5/S0.1 SHEATHING. 2 2x8 - 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W -- - O TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 2 PLY 14 LVL 6x6 P.T. SYP 2 POSTL. it 2 2x8-1 1 2 2x8-2 2 � - - 7: AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING , ( ) � ( ) / (2)2x6 1 /1 H t: AND HOLD 0 W ABU66. SEE DETAIL STRAP HEADER SEE 3/S0.1 FOR BAM DOWNS 2/S0.1. (TYPICAL) SEE 3/S0.1 FOR BEAM PER 7/S0.1. CONN. (TYPICAL) ( CONN. TYPICAL: '� � 0 o. / CS18 STRAPPINGTAI DETAIL V ` CS18 STRAP w/ 10" e END LENGTH. FASTEN II THIS END w / 9-10d. WALL FRAMING L w 0 II o J II 'YY 4 ` FIRS NO NAILS REQUIRED FLOOR FLOOR i IN CLEAR SPAN TRUSSES FRAMING OR JOIST. II z LAN DOUBLE WALL FRAMING Z uj I, SHEAR ALL NOTE. SW. 3/6 TOP PLATE. 1I - CS18 STRAP w/ 10" END LENGTH. FASTEN SW. /6 DESIGNATES SHEARWALL 2 -ROWS OF 16d THIS END w/ 9-10d. NAILING -'' 8d @ 3" EDGE AND 6" "FIELD" DO NOT SCALE DIMENSIONS FROM 9 0, C. THESE DRA INGS. IF A DIMENSION IS UNCL AR REFER TO THE CRIPPLE STUDS ARCHITECTURAL DRAWINGS OR' SOLE PLATE ANCHORS SEE SCHEDULE ON ®16 » O.C. CONTACT THE E.O.R. ON DETAIL 3/SO,O (2)2x8 PLATES PLAN NAME FIRST FLOOR FRA ING PLAN FRANKLIN SCALE: 1 4" 1'=0" SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d@3"/6") SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TO JACKS EACH EACH END , 3/ /O SHEET o.o '> W 1 A35 � ".3722 2. ANCHOR SPACING SHALL BE AS NOTED, FOR 1 = HEADER SECTION _ EXAMPLE -SOLE PLT @ 36 - 36„ I ll ON CENTER SPACING SHE T 6 OF E 7 I DESIGN/ RAWN/CHECKED CS AS LAP i_ DATE BEAM SEE PLAN 01.17.18 SCALE 3-10d TOENAILS 2 -ROWS OF SIMPSON i ( ) 2X8 MINIMUM PLANK S NOTED2 1' LPA No. 15600 SDWC SCREWS ORIENTED HEADER OVERTo 1L-18-00023 I @ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN c(bNTROLNa. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TO JACKS EACH EACH END , 3/ /O SHEET o.o '> W 1 A35 � ".3722 2. ANCHOR SPACING SHALL BE AS NOTED, FOR 1 = HEADER SECTION _ EXAMPLE -SOLE PLT @ 36 - 36„ I ll ON CENTER SPACING SHE T 6 OF E 7 I M N NI N N co co co M I 10 E (I `I S0.1 1 O 7. M r I f" 3 10 S0.1 V03 ao� r PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. f :I J 2 i SO.1 SIM. 2x6x4'-6" P.T. SYP#2 RAFTER TAIL TO ROOF TRUSS aD' SEE DETAIL 7/SO.2 (TYPICAL) rf, i (2)HTS16 TS1'6 2 0. SIM. SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTESs 4' 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1 )SDWC CONNECTOR.�,� 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. w' " 4. WHEN USING (2)H2.5T CLIPS ON 1'/2„ WIDE LUMBER, PLACE CLIPS DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou ontigo and Associates, Inc. TRUSS 420 Osceola Avenue FASTENING DETAILS Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 I �a 2x6x4 —6 P.T. SYP 2 q ,� RAFTER TAIL TO ROOF TRUSS41 I Via• )a p♦»�"�s 7 :®°„°'° w"• aat a .. ap Qa"S' err 1 �.7 SEE DETAIL 7 S0.2 TYPICAL 50.2 I m® 0.14 ♦ °.' 00 - " ,` V� ♦ A. I O OO tiV'7 r r. ♦ �. N d' c'� O O O : O O O v ♦° �. mr?w a� \ STU DIRECTLY f BEL W TRUSS TOP PLA 3 i• TET 0 f � asd� ego i, f f SDWC15600 STUD SDWC15600 I 'f r Chrrsto h r Sab rl GAB ou n [' E LE ND BRACE 4EB01 FLf PE#7r461 ° SEE 8/j0.2 T USS .TIE DOWN WITH.. SIMPSON SDWC / REVI IONS DATE f r °r Rafter to Top Plate shown / f Truss to To Plate similar P ° J / '.. Optimal 2 7Yz .r r P I °8 10 • D 't S 0.2 30 f f FIELD ALTERATION / 4 CONTRACTOR SHALL CONTACT LOU f a TU DIRECTLY PONTIGO ASSOCIATES PRIOR TO BEL W TRUSS MAKING ANY STRUCTURAL FIELD r Y2 ?Max MODIFICAIONS WHICH MAY VARY �f ° ;, ��, FROM. THE. TENT OF THE ORIGINAL : O f .:.,.:. / ,. - CONSTRUCTION DOCUMENTS. ANY _. FIELD ALTE ATIONS MADE PRIOR TO - DP .... ,� cO — BEING APPA VED BY LOU PONTIGO & HTO 2x6x4 6 P.T.SDWC15600 TOP PLATE TOi THD26. � �Ili,/ �'tr/j, fEl TES MAYRESULT IN SYP 2 RAFTER STUD SDWC1560D AL ENGINEERING OR I #: � � �. PECTIONFEES... TAIL TO ROOF HTS 16 Noter 1. Sloped -roof rafters may be sloped u to and including T RUSTS SEE DETAIL P E 7 ., P Y P ( Jo ". "T � a 12:12 Itch and .must be blydsmouth cut: 1 . 7 S0:2 TYPICAL I i 2. Reference detail 4 for installation Instructions. I EJ07 SI�PSON SDWC I TALLATIi; 7INSTALLATION RANGE Z SO.2 F LD I � �.� V J EJ07 `_ U I 2' HTS16 W N N N N N N N PORCH CEILING 0 0 0 0 0 .. ® W ® V J � a a a a a a —_. , ` SHEATHING AT BOTTOM , 0 0 o a o a 0 0 0 0 0 0 0 o d ff _,I m a d• a� � _._- 1_ CHpRI� OF TRUSS. SEE. � ®® �• �. Q- a a a a a a a a a a a a a a K m J 2/S0.1. J W E 2 i w N U� L I L 777, 1 i STUD DIRECT In J '( BLOW TRUSS E O SDWC15600 i I I Q W Note: Reference detail for installation ation on le limit mV J W SDWC INSTALLATION SIM.` r Rafter to f Top Plate shown r/ S0.2 ;. Truss to Top Plate similar ZZJ .E + W I I C� � � d. d. �' d' d' d. It d' � d' M th c,.� , M M Q, , E N N 0 O O ti CO , CV 0 N N` N r F— r/ N N N CV N N N N N N N N N N N ., N N N N � Cn f N ; STUD NOT DIRECTL F- F- H I•- I- i— 1- 1- , H - `L t- F- �- 1- H f- F- F- I- I- F- H F- ✓ 1 M M I H E '� BELOW TRUSS W S IFDo not .install SDWC in ® hatched area 7 O SDWC15600 SO.2 2x6x4— -6 P.T. SYP 2 RAFTER TAIL TO ROOF TRUSS SEE DETAIL 7 S0.2 TYPICAL Overhang 1 1/2- MIN / (TYPICAL) � 2” <-MAX s TRUSS /ROOF RAFTER NOTES. STRAPPING NOTES SDWC INSTALLATION RANGE r: 1. STRAP TRUSSES AND ROOF RAFTERS: TO BEA ING FL UR AND WITH 2-12D TOENAILS & 1—SIMPSON SDWC15 00 SCREW UNLESS OTHERWISE NOTED r ROOF TRUSS Rafter or Truss N"" minimum edge PLACEMENT distance for full values (with or Splice may be in upper or PP � LAN without a plate, lower plate Splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLE AR REFER TO THE Y" from to ARCHITECTURAL P plate_ r CONTACT DRAWINGS OR THE E.O.R. splice Offset for full values STUDNOT DIRECTL FLOOR AND ROOF ROSS PLACEMENT PLANSS Y TRUSS PLAN NAME SCALE: 1/4 _ 1'-0" f FRANKLIN DESIGN/DRAWN/CHECKED CS - AS LAP DATE SDWC ATTOP PLATE SPLICE 01.17.18 SCALE S NOTED' E LPA No. TOLL -18-00023 t CONTROL No. .; 3722 U U Y SHEET C"41.2 .3 SHE T 7 OF 7 I I