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1877 ATLANTIC BEACH DR - ENG. DWG'STYPICAL HEAQER NAILING 31 �� ��ES I �G�N ��SP �E�Cl F ��ICA��Tl O��NS� TYPICAL DOUBL�P WINDOW SILL SCHEDULE USP CONNECTORS O.l3lX3" TOE NAILS PI ATF 'qP"(F DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 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) TOP CHORD LIVE LOAD 29 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 1-5/."o ROD in �f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) I a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 +21.8 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES (PSF) 1 CAR 4 4'-4* GARAGE +22-9 DOOR - 28.8 (8'x7*) 4 2 CAR 1(1)A34 + (4)12d TOE NAILS GARAGE +21.8 DOOR - 23.9 (1 6'x7') 1-5/."o ROD UPLIFT TYPICAL STUD NAILING- ZX5, ZX6 k5) NAILS ,, -1 if,. . - - 41-01, MIN. SPLICE LENGTH CONNECTOR FAS ENERS FL# CODE Zxlu, 2xl2 (7) NAILS FASTEN AtL TOP -PLATES wl (16) 0.131x,-5 11 NAILS SYP SPF 0.131xY END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER W/ (3) ROWS EVENLY SPACEC (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS 1@ 12" O.C. STAGGERED. USP A35 450 450 (9)l Odxl'/2 (3) 0 2x6, OF .13lx3 USP RT7 585 495 (5)8d EA. END (4) @ 2x8. USP RT8A 775 650 (5)10dxlV," EA. END TYPICAL WALL F I RAMING NOTES: ROOF SHEATHING, P_"MAX. USP MTW12 1195 860 (7)11OdxlV," EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. USP HTW20 1450 1245 (12)l0dxlj/," EA. END ALL WALL STUDS.. I I— ­_ /-N.- . -.1 ­_ I T L SEE 5/SO.O. ill I'l lVr UnUMU U11MIJ LVP%V ZU PST kllLL ZMINULLZO) lj - U�l­ I 11-0z) kts)luo r -fl. LINU 2. USE SYP#2 FOR ALL TOP ZX-OWUNIM� VINLT BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d Ek END PLATES AND SOLE PLATES. I - - - - - REQUIRED IF SHEARWALL. DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY, NO FURTHER REDUCTION USP LTS20B 1105 1105 '/,"0 ROD TO FTG. 3. USE SYP#2 FOR ALL ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)l Od TC HEADER HEADERS I FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 * COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE r- 0.75" MAX ANY CASE - ----- POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/s"O ROD TO FTG. BALLOON FRAMED FULL - -------- WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/,,"0 ROD wl (12)16d HEIGHT TO ROOF OR FLOOR FASTEN LOWER STUD ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.0,N, ON MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF YPERMAN�ENT TRUSS 8d �M git USP PAU66 2535 %,"0 ROE, w/ (12)16d PLAN. TO TALLER STUD w/ BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS * PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)/4"X2--/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 3" D.C. 0 12" O.C. LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS @ BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH TYPICALLY V' FULL PLATE NAILINQz, IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1.00 a 4-94- UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.13lx3" TOE NAILS: STUD U rD OMS FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" D.C. MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) @ 2x4, to SYP SPF (4) @ 2x6, ROOF PITCH - - - - - - - - - - - - - - - - - - - 5/12 1 -_ I A35 450 450 l2-8dxl'/2" 10446.4 1 (5) 0 2x8. BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 to BLOCKING ONLY REQUIRED EXPOSURE!CATEGO RY - - - - - - - - - - - - - - - C ' �a DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR BEARIN L-WALLL- AT SHEARWALLS AND-\ PT. SYP#2 I I - - - - - - - - - - - - ENCLOSED r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STUD SIZE STUCCO FINISH. SOLE PLATE. ENCLOSURE CLASSIFICATION I AND O.C. S ACING. INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - ± .18 1 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-1 Odxl 1/2 "1 EA. END 10456.3 WALL SHEATHING SEE DETAIL l/SO.l HTS20 1450 1245 24-10dxll/2" EA. END 13872.3 CONTINUOUS BL CKING FOR SPLICING WHERE POST IS ABOVE. 0 8" 0 C OPTIONS. MATERIAL SPECIFICATIONS 'rat MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR Sii'STEM 16d COMMONS W (ZTAKA 20950 lR7n 41_1n,4 17A CKIn 1,ZQ71) 5z SYP#2 DB. PIR PL TOP PLATE. ADER, N. r MINIMUM END FASTENER EACH END 4 4'-4* (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4- RAISED 1, F_ HEADER (5)12d TOE NAILS 4 (3)2x4 SYP #2 1(1)A34 + (4)12d TOE NAILS _e. �5 12'-0" (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS SOLE PLATE ANCHORn SEE SCHEDULE i WALL FRAMING AT PROPPED HEADER CONDITION 1-5/."o ROD TO FTG. KARCHED TRANSOM t OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. HTT5 5250 A 32-16d TC s FOUNDATION, SEE PLAN ARCHED TRANSOM OPMONN 2x SPIF DIAGONAL BLOCKING ROUGHI DROPPED HEAD OPENING OR SILL PLATES MINIMUM END FASTENER EACH END 4 4'-4* (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4- (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4* (3)2x4 SYP #2 1(1)A34 + (4)12d TOE NAILS _e. �5 12'-0" (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTIM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR [NOT ACTUAL PLAN] _f �a _f �a HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 8d COMMON @ 3" 0. C. T SOLE PLATE ANCHOR SCHEDULE FLOOR SHEATHING r SEE SPECIFICATIA. I AT EDGE -1 --i WALL FRAMING AT WALL FRAMING AT MAX. MIN. FROM SOLE PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. I TYPICAL WALL FRAMING SOLE PLATE ANCHORn SEE SCHEDULE i WALL FRAMING AT PROPPED HEADER CONDITION 1-5/."o ROD TO FTG. SCOPE OF SERVICE HTT5 5250 4670 32-16d TC TRUSS/BEAM ARCHED TRANSOM OPMONN 2x SPIF DIAGONAL BLOCKING 1-5/,,"0 ROD TO FTG. MEANS AND METHODSm THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE LUS28 DROPPED HEADER 780 FASTENED w/ 3-0.131%3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" - 10655.113 4-10d TO JDIST SEE 1/SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. -INTERIOR BEARI Na WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. PAST BLOCKING- WNDOW FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIESe THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. L __J SYP#2 DBL. SEE 5/SO TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOLIS_� TO UPPER TOP PLATE. 0. SOLE PLATE ANCHOR _j 91HOLD DOWN.) 3x3x)�" SLOTTED WASHER PUSHED /-TO OUTSIDE BUTT JOINT 30xY4" SLOTTED FACE OF WALL. WASHERPUSHED WALL SHEATHING TO OUTSIDE SEE DETAIL l/SO.l FACE OF WALL. �/'FOR SPLICING PLAN MEW OPTIONS. BOUNDARY THREADED ROD PT. SYP#2 12" SHEATHIt EPDXIED 4" OR )�"OxI5" MAX MIN' SILL PLA it.. EXAMPLE OF PANEL FSIMPSON TITEN HD. EDGE w/ BLOC<ING I SOLE P ATE BREAK WHERE REQUIRED SEC'nON MEW GENERAL N�TES. RATED SHEATHING, F SEE GENERAL NOTES. G. . . . L 15 LL ULNLIIAI I ly By` -"j S. SYP#2 HE�ADER,� PER PLANS. S. HU410 ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 785 14-16d TO 10531.36 r6_16d TO JDIST ABU44 2200 JACK AND -5/,"0 ROD EPDXIED 6" MIN 10849.6 ABU66 2300 5/,"o ROD EPDXIED 6" MIN KING STUDS, SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 SEE PLAN. 10-16d TO 3TUD/BEAM/POST 11496.3 1-1/2"0 ROD TO FTG. LSTAl 2 1 05 695 110-10d AT TWO STORY CONDITIONS. 1,3872.5 CS16 11705 1705 113-8d SILL SEE 10852.1 PROVIDE SOLID BLOCKING NOTES a CONSTRUCTION SPECIFICATIONS FLOOR, SHEATHING SPEQFICATIONS -WINDOW SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE B/SO.O. I J Nil .: 4, A' 12" 2 ' HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTIM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR [NOT ACTUAL PLAN] _f �a _f �a HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 8d COMMON @ 3" 0. C. T SOLE PLATE ANCHOR SCHEDULE FLOOR SHEATHING r SEE SPECIFICATIA. I AT EDGE -1 --i WALL FRAMING AT WALL FRAMING AT MAX. MIN. FROM SOLE PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. I TYPICAL WALL FRAMING SOLE PLATE ANCHORn SEE SCHEDULE i WALL FRAMING AT PROPPED HEADER CONDITION 1-5/."o ROD TO FTG. SCOPE OF SERVICE HTT5 5250 4670 32-16d TC TRUSS/BEAM 11496.2 1-5/,,"0 ROD TO FTG. MEANS AND METHODSm THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE LUS28 930 780 6-10d TOI�EADER - 10655.113 4-10d TO JDIST SEE 1/SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. -INTERIOR BEARI Na WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE LARGER THAN REBAR SIX AND '/," LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY:ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MLET'OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS' (E)l 900ksi, BENDING STRESS (Fb) 2600psi FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIESe THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. L __J SYP#2 DBL. SEE 5/SO TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOLIS_� TO UPPER TOP PLATE. 0. SOLE PLATE ANCHOR _j 91HOLD DOWN.) 3x3x)�" SLOTTED WASHER PUSHED /-TO OUTSIDE BUTT JOINT 30xY4" SLOTTED FACE OF WALL. WASHERPUSHED WALL SHEATHING TO OUTSIDE SEE DETAIL l/SO.l FACE OF WALL. �/'FOR SPLICING PLAN MEW OPTIONS. BOUNDARY THREADED ROD PT. SYP#2 12" SHEATHIt EPDXIED 4" OR )�"OxI5" MAX MIN' SILL PLA it.. EXAMPLE OF PANEL FSIMPSON TITEN HD. EDGE w/ BLOC<ING I SOLE P ATE BREAK WHERE REQUIRED SEC'nON MEW GENERAL N�TES. RATED SHEATHING, F SEE GENERAL NOTES. G. . . . L 15 LL ULNLIIAI I ly By` -"j S. HU410 905 785 14-16d TO 10531.36 r6_16d TO JDIST ABU44 2200 -5/,"0 ROD EPDXIED 6" MIN 10849.6 ABU66 2300 5/,"o ROD EPDXIED 6" MIN 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 1675 10-16d TO 3TUD/BEAM/POST 11496.3 1-1/2"0 ROD TO FTG. LSTAl 2 1 05 695 110-10d 1,3872.5 CS16 11705 1705 113-8d 10852.1 GENERAL NOTES a CONSTRUCTION SPECIFICATIONS FLOOR, SHEATHING SPEQFICATIONS 23/32 1 dcu Usti OR rL I WOW SHEA inii-qu, k2LUC MINU POML Wl lrl WO UUMMVIN %Y 0 UA- LIJUL Se FILLU iING SPECIEICATIONS: 5hILNGL_L- MIN. 7/,,,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN ELE� - MIN. i5/32" 32/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROCF -1- 11- /n" 6A lir ADA DATEn 01 VW nn CUCATUlkir, KlAit rn ... / r% ii7-n- Dimr, CUAKILI KIA11 C tA L*� ^ P Cn�r 0. L"' n f% r1r M /AT r1AD1 E' Uk[�L- NC'�DrAL-C' CM�� KIA11 CMAi-1K11- Tn A" A n UfiTUIM A' n" 4'-0" OF ROOF EDGE). EDGE). nC* MrNnC' Cn��% 8d 03 I SEE DETA S1.01 Z�! -1 I LS 1W SEE DETAILS ON Sl.Ol - 7 F I I I I WALL SHEATHING TO SOLE PLATE RAISE Ys" FROM BOTTOM OF SOLE PLAN AND FASTEN w/8d COMMON 0 3" D.C. SOLE PLATE ANCHOR SCHEDULE NAIL SPACING SUPPORTED EDGES GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL AT EDGE -1 _� r1\ 1� - � ... . . . . .. .. . . . . . .. . . ... . . I, . . - EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE )!rO EPDXY 42' 2e 304.229" , 4" 2 Y4" 1 )fOx6" TITEN HD 42* 24" 304.229" 4X' 2V NOTES: (71CAL). WALL SkiAfIH G SPECIFICATIONS: AND ADJACENT TO 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS -DIATE FLEXIBLE FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERM-_ ,FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L - - - - - - - - - L - - - - - - - - - i L - - - - - - - J SUPPORT IS 6" O.C. MAX­--�. STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA E TO UPPER TOP PLATE. -ROOF TRUSSES, OR 2. WASHERS SHALL BE SLOTTED. MASON I RY SP (UON). FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A.MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A­3"X,3,"X'/j", W/ 11/2"0 ROUND STEEL WASHER MAY BE USED. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11",,SLUMP.-.VORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL a SCHEDULE t4\ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UbIITS_ (CMU): \S0.0/ SCALE: 3/4" l' -O* \SO.O,/ SCALE: 3/4" 1'-0" CMU SHALL BE IN ACCORDANCE WITH AST,M C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-11, NORMAL WEIGHT,_WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 1�1 �-O ,REINFORCEMENT IN V-10" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 -0 MAS ONE YSTEMIWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 'MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS. STACK BOND SHALL NOT BE 14 USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT (3) ROW OF 10d WITH � #4 6 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REWIFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS @ 8" D.C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINTIREINFORCEMENT AT 16- D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY 'EP 7X l/Sl.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6'. STAGG ,,ED' 2x4 BLOCKING BEAM. SIMPSON 024" D.C. FASTEN RY� (BRICKI- SDWCl 5600 3 PLY BEAM. 04 C14 BRICK SHALL BE IN ACCORDANCE WITH ASTM C6,2, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF \�L_2x4 1016""BERS: EACH END w/3 -10d - FRAMING (t) ROW OF 1 Od TOENAILS. CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHI NG VERT. (4) ROWS 12d NAILS 0 4" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. _�w CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING AT 12" D.C. EA. SIDE. 2x6 MEMBERS: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS @ 4" O.C. LOWER TOP- 4-10d 11-011 1 - 1 11 1 AT 12", O�C. STAGGERED HEEL ;_0 PLATE ATBREAK. OVER LAP DOUBLE COMMONS FOOTING� AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RE -COMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTH GONAL VIEW WALL INTERSECTION 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 AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - 2x4 OR 2x6 POST 2Xj POST CONDITIONS SHALL, BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. OF CORNER FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE CIFICATI DNS W 'P K. *OVER LA RE ENGINEI Roo TRUSS (3)ROWS OF 5" (3)ROWS OF 6Y4 - ::FOUNDATION PLAN SHOWN ON Sl.O. DO NOT 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 SIMPSON 'j_ TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600__�, ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS 0,24"o.r, S ,ONLtSS OTHERWI' E NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 D 48" D.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE�'CONTINOITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR 1- SIMPSON CORNER WALL INTERSECTION 'BAR DIAMETERS DETAILS. SHEATHING MAY SDWC15600 CONDITIONS CONDITIONS SIMPSCIN-/ TERMINATE AT SIMPSONJ LSEE ROOF V3_PL1y .CONCRETE SLABS ON GRADE: TOP OF DBL. SDWC1 5600 FRAMING 4 -PLY NOTES: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMEN SDWC15600 PLAN FOR T FOR PREVENTION OF SUBTERRANEAN SEE NOTE 1. TOP PLATE. SEE NOTE 1. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS. 14" LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. TYPICAL CONNEC11ON 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FRAMING SPECIFICATIONS: 5" < HEEL < V-10" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < _ai 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PR ESSURE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN. 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 FRAMED WALL CORNER AND PRE-ENGINEERED WOOD -TRUSSES: AT TOP PLATE TO STUD!, SPACE 0 48' O.C. IN ADDITION TO (2) PLYS SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRAC114G PER 'COMMENTARY' AND t-6 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -911.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \S0.0/ SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBIL TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE - SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF nLE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM Elr,14 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED 'ACCORDING T 0 THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: >_ WATERPROOEIbIG: NOT REQUIRED AT GABLE� SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" Z.) WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER: ; I �1, � - 1� ACK SDWC SCREW 0 STUDS SEE PLAN KING & J TION STUDS SEE PLAN 0 C. LU CONNEC N 24" 0 C. MEMBERS, FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL TYPE BUILT-UP POST IN THE WALL ... (2)12d TOE HEAD OR SILL C.) TOP,PLATE�TO TOP PLATE FACE NAIL 2 -GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE *L - L,3/, x 3 1/, x/. 4' 6'-0" CABLE X -BRACE, SEE DETAIL l0/S0.1 FIE41) OR SILL (MIN) CHEDULE PtA_ff_S SEE\ 2X6 WALL UL TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x3l/,"X1/. 6' 8'-0" (2)2x8-1/2 HEADER SIZE, JACK AND ROUGH OPN*G, SEE ARC SCHEDULE TRUSS TOt FACE NAIL (2-16d) L5x3/2 "W4 6- 101-011 HIDDEN LINE DESIGNATES SIDE OF KING STUD TO FRAMING BELOW- ROUGA, OPN'G, SEE ARCH. SCREW DB�. T,00,KATE TO STUD 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. HEAD QR SILL H. PLATE- SD RIM JOIST TO 'TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- 6. - ---------- WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dxlY2" L6x3'/2 "X/4 12* -0" 1 SW 3'/6' 1 TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP CdLING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS 114 114 DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR L7x3/,"x1/4 6- 16'-0" D.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. -16d) 4 -GUN NAILS SHEARWALL HOLD DOWN IS-\ CEI�ING �OlSt OVER PARTITIONS FACE NAIL (3 1. STEEL LINTELS TO BE MINIMAL 36" FIELD' SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: JOIST/TRUSS TO PLATE TOE NAIL (2 -16d) -3 -GUN NAILS PAINT. TH 24" O.C. WEATHER WALLS 2X4 WALL Ill Fill I F� < AT JACK TRUSSES LESS SDWC: SCREW 0 RESISTANT COATING OF EPDXY BASED K SPECIFIED. NOT REQUIRED 9 i LINTEL MUST HAVE CORROSION BRIC ADJ - ADJACENT LG Long A -- VE N E ER BOT - BOTTOM MONO - Monolithic GABLE ENDS OR 2 -STORY THAN S-6" SM BEAM MANUF - Manufacture AN 8' OR OPENINGS LESS RAJ�TER, TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG BEARING OC - On Center HEADER EASTE I 4:C 0 JACK R�FTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board BE LATERALLY SUPPORTED NOT TO \ 0 CL DBIL DOUBLE PERP Perpendicular A I ftl A Ck ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-/,x3" WD. KING STUD TO FRAMING B DIA DIAMETER PRE ENG - Pre Engineered LINTEL 6 -1 OD Xl 0 SCREWS INTO HEADER PROVIDE A V EA - EACH PSF P)unds per Square Foot CS18 STRAP W/ CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" D.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Pcunds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2XlO 7 -,,,.INTERIOR OR EXTERIOR SIDE OF WALL. STUD TO SO I LE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quck Tie SOLE PLATE CONNECTOR `LSOLE PLATE ANCHO� STRAPPING NOT REQUIRED BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FOLLOWING: z HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINIF - Reinforce PER SCHEDULE _jz - 1/8-10d COMMONS GABLE ENDS OR 0 c� SF - Sq jare Foot LOCATED WITHIN 6" OF STUDV AT LOWER LEVEL HEADERS JACK TRUSSES LESS LL. SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16-) GUN NAIL @ 8" TIES @ 12" D.C.. (FOR 130mph HEADER, FLASHING FBC FLORIDA BUILDING CODE PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY (a 9, 7 7� FDN FOUNDATION SPF -Spruce Pine Fur THAN 8' OR OPENINGS LESS I= VVINU-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY < NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU Through (STACKED WINDOWa THAN 3'-6" 0 Lt. 'n \-, YxO.1311"O = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/16"0 WEEP (UNSTACKED WINDOWS) U0 0 m HDR HEADER TYP - Typical TYPICAL STRAPPING Uj J 2" xO.I113"10 = 6d 2/,%O.l3l"0 = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL LION Unless Otherwise Noted HEADER IL YxO,14870 = 10d 3/.,%O.l62"0 = 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT Vertical �SO.0/ Uj li/,7�X0.1148"O 10dxl'/," 11/2"xO.131"0 8dxll/2" WWF Welded Wire Fabric Uj .Assoliciates, Inc. 420 9sceola Avenue jax. Bea�h, Florida 32250 Ph. 242 _0 1 08 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 R 0.7 4 -0 -r,A-r 0/ C h ri s to p h e r I S a b o u ri n P E F L! P E # 714 61 FTVI�IONS DATE (7TERRA7� as 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- / 2x6 SYP#2 NAILER PLATE w 10d 0 4" O.C. WALL SHEATHING PLATE w 10d 0 3" 0.0 STUD WALL FRAMING / - W 2x SOLID BLOCKING 8d COMMON: WIRE NAILS / TO BLOCKING 3" O.C. AT SHEATHING EDGE 6„ I DBL. TOP MAX NOTCH, HEADER BLOCKING ONLY REQUIRED 1 } PATE L BELOW TOP PLATE AT SHEARWALLS AND �'�'f" 2x4 BLOCKING BETWEEN EA. � STUCCO FINISH I TRUSS. ATTACH AT EACH WALL 5-8d COM P RCH SHEATHING, HEADER I _ S E SPECIFICATIONS ° ° STUD w/ 3-16 NAILS AT EA.-,-,' EACH SIDE ND I PORCH OF SPLICE 16d COMMONS BLOW � I ° •I FRAMING INTERSECTION. MIN. OF 16d COMMONS A 8 -GUN NAILS ai `HEADER, „ „ 2x4 SYP#2 HORIZ. BRACING ® I lj� 6-16d BETWEEN EACH 'TRUSS0 8 O.C. I 0 8 O.C. SEE PLAN. ) SHEATHING SPLICE 24 O.C. BETWEEN OUTER WALL HEADER 8c SUPPORT P FULL HEIGHT " & FIRST INTERIOR TRUSS. NAIL P 2 MSTA24 z PORCH POST, PER PLAN_ ( ) CONT. RIBBON TO WALL ANCHOR OR DTT2Z CONT. RIBBON � 8d COM ® EACH END w 3-0.131x3 NAILS PERPENDICULAR I STRAPS MIN. 2 2x4 WOOD PERPENDICULAR TRUSS ARD TYP _ BOARD TYP " / HOLD DOWN AT ( ) BO ( ) ( ) 3 O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL $ EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: _ T x4 STUD WALL FRAMING OR JOIST. OR JOIST. 2x4 SYP 2 STRAP. w/11 PO 24 16 GUAGE 4 POST. ABU44 SHEATHING SPLICE " BE OW 6x6 POST: ABU66 w 2x SOLID BLOCKING DIAGONAL 1Odx1Yz EA. END STRAP w/11 / LSTA12 FOLDED OVER TOP AT SHEATHING EDGE ' FASTEN EA. 10dx1Yz EA. END- � - DOUBLE TOP PLATE - 8d COMMON WIRE NAILS PLATE w 5 10d NAILS END w / „ / ` I CONTINUOUS V � PORCH.. _ T OVER _ TO BLOCKING 0 3 O.C. 3/a OSB or PLYWOOD 7 d' COMMONS INTO TOP PLATE & 5 10d I 3 10 0 HEADER \ PORCH HEADER, SLAB .° / RIM BOARD Ya --- ---- 6 NAILS INTO BEAM. SPACE SHORTER THAN SEE PLAN 7 _ . MAX 0 48 O.C. OMIT IF WALL I HTS16 z S1 I 'FLOOR `SYSTEM. ALIGN CEILING 1 J 5 " WALL FRAMING WALL FRAMING WALL FRAMING TRAPS MSTA24 r{3 ROD SHEATHING' IS INSTALLED ROOF TRUSS I VERTICAL .JOINTS WITH LINE ,. x , ON FACE OF BEAM� .- WALL SHEATHING STRAPS .EPDXIED 6 MHN OR JOIST-,,,., H SHEATHING SPLICE S EA NG PL JOINTS INSTALL FLOOR TO °° - i FOR P R ENCA ' I FLOOR STRAPPING PER PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF e . ,TRUSS CONNECTION BLO. KING ONLY REQUIRED -8d C M C, 5 0 8 GUN SEE DETAIL :,, E IL B ABOVE PORCH HEADER PORCH HEADER AT SHEARWALLS AND EACH SIDE OPTION 1' OR 2 H P CONTINUOUS 2x6 SYP 2 T, -NAILS # P AT POST AT POST STUCCO FINISH OF SPLICE LEDGER FASTEN WITH FULL HEIGHT OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA; STUD. RI BOARD OPTION OVER LAP SHEATHING APA M FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD '/2" , GYPSUM(WATER'PROOF GREEN BOARD w 5d COOLER NAILS � 6 O.C. EDGE. &FIELD BASE OF POST IZ ) / BELOW. & (1) ADJ. .PARALLEL. TRUSS 1: OR OPTION B NOTE , " TO PORCH HEADER. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3 DETAIL A L CON R /e {OR CREATE) OSB OR PLYWOOD,. w/ 8d COMMON NAILS 0 6 O.C. EDGE AND FIELD: 2. CONTRACTOR SHALL OMIT FLOOR To FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED , 1 FLOTYP. WHEN 4OR T FLOOR WALL SHEATHING ANDSTRAPPING OPTIONS 2 TYPIALPORCH FRAMIN DETAILS ICAL PORCHBEAM CONNECTION WALL A D). TO ROOF CONNECTION OLEOSEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1` Sa.1 S0.1 s0:1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/ SO.1 FOR DIAPHRAGM ATTACHMENT, WHERE APPLICABLE \ ' IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS ROOF „ � A A 2-SIMPSON H2.5T. BOT. CHORD w 0.131x3 0 3 O.C. A / II I� �I B TRUSS. I I A fc� B FLOOR BUSS. D TO SHEATHING w 8d 3 O.C. ROOF 2x4 SYP 2 CATS AT 12 / # ROOF TRUSS TRUSS. O.C. FASTENED TO TOP SDWC 15600 - 11 /a SHEATHING FASTENED TO PLATE w 4 0.131x3. / 0 32 O. C: „ II �� II II COMMON. MAX. TOP PLATE w/ 10d 0 3 O.C. SCREWS „ SHEARWALL 16 MAX. 2x SYP#2 CONT. ATTACH OSB WALL El -7 s D D DD CATS EACH END w B C B C FASTEN/ TO TOP PLATE AND TRUSSILI-/. 'SHEATHING C QJ 3 0.131x3 COMMON TOE NAILS II w/ 0.1310" ®3" O.G. EDGE OF I, 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ SHEARWALL OR 1 C Ar SHEARWALL �� �� / �, EXTERIOR WALL S 8dC�?3 6 SW 8d@3 / 6, SHEARWALL SEGMENTED SHEARWALL ALTERNATE A ALTERNATE B ALTERNATE C ALTS NATE "G PERFO TEDSTRAP KING POST To POST BELOW WITH 2-CS16 STRAP' KING POST TO _ _ STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 A UP TO LOWER STUDS A UPPER TO LOWER STUDS O TRAPS WHEN L HEIGHT S NFUL „ ANCHORS ARE NOT USED AP SW 8d03 6: 2 CS18 STRAPS -FLOOR DECK 10d 04 O.C. SW 8d03 6: 2 CS18 STRAPS 1,R OSB DIAPHRAGM FASTEN ROOF O / ( ) . .. _ _ -(1'r T�� �11 � -f17- � � FI nC)R ANCHORS ARE NOT USED TO NAILER w / 1 ROW $d irc�oo. 3" O.C. FASTEN TO TOP CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT - 4 2 CONTINUO 2x SPF US `TRUSS. B -ENO O STUDS TO FouNDATION -.ENO STUDS TO FOUNDATION ® 0 D FULL HGT THREADED ROD -SEE PLAN OR HTT4 HOLD DOWN AT BA�,E 1JxO.N) (1)CS16 STRAPS D LEDGER FASTENED SW 8d03 6: HTT5 OR HDU5 SW 8dt�3 6: HTT5 OR HDU5 / PLATE w/ (2) ROWS OF 8d ®3 O.C. 2x2x'/s„ 4» 4" 7/,6".OSB BLOCKING 5/8 TRUSS WEBS WITH 3-0.131x3„ ( - SO PLATE ANCHORS Q- SOLE PLATE ANCHORS 7.5" 12" 2)/2" 3" ` n/i w / , R SEE SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 2x4 SPF PANEL f : FLOOR COMMON. 1. A- ROOF TRUSS, r SYP # 2 2x4 NAILER FASTENED ALL AROUND 1 f FRAMING CONTRACTOR CHOOSE MAY SHEARWALL NOTES A,B,C,D, OR G. 1. PROVIDE 3(6" OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TO TRUSS BOT. CHORD w/ I ii FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT'; ALL PANEL EDGES. 2 ROWS a• 131x3" 0 3" O.C. E O , INTERIOR „ „ �> 3-0.131x3 NAILS 0 6 O.C. O.C. FASTENED TO TOP 2. U 3 ALTERNATE A. SHEARWALL " PLATE w 4-0.1310" AT EXTERIOR / PROVIDE A MINIMUM XTER 0 WALLS 2. N MOF THE RS MAY SERVE AS 2 STUDS EACH END OF SHEARWALLS. KING &JACK STUDS A ADE SW -24 SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS` FOR SW. �i-1Firl'"tvAll C _.._�....._. ...... TRI 1 CFC HEADER` DOWN CONNECTIO' N CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C I (1)MSTA24 STRAPS D FULL HGT THREADED ROD -SEE PLAN OR HTT4 HOLD DOWN AT BA�,E 1JxO.N) H ADER UP CONNECTION CONNECTION UPLIFT CONNECTOR CALL OUT +JD A LS18 0 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD: SEE PLAN 3/8 OR HTT4 HOLD DOWN AT BASE (U.O.N) ..__ LA ILRIURWALL LE .. TO ROOF OR FLOOR TRUSSES PER 5 SO.1 ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR s / ALTERNATE F E ALTERNATE F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 A T 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR s TYPICAL SHEARWALL ELEVATION 7 HEADER TIE .DOWN; WHEN TEo ..:_ S0.1' SO.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. oSOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN "b< 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFIC TIONS. 8d COMMON NAILS 2x4 SYP#2 OUTLOOKERS v SINGLE BRACING NO=AND-SPEGIFICATIddS AT 3" O.C.(TYP) ROOF NAILS (TY:).) „ ALL O.C. , TRUSS BRACING TRUSS � 24 1. BRACING LUMBER SHOWN EXEPT .. 1.) ALL BLOCKING' FASTEN FOR T -BRACE SHALL BE 1x4-SYP#3 OR BETTER EACH END w/3 -10d- E OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS H3 OR H2.5T HURRICANE CLIP C�: EA. ,, # 2x12 OR 2 2x6 OR 2 2x4 SYP 2 LEDGER „ O O # TOENAILS OUTLOOKER TO TRUSS. {LION} AT 16 O.C. AT 16 O.C. co FASTEN TO ROOF FRAMING BELOW (1)DIAGONAL BRACE PER _ 6 10d w 4 12d NAILS AT EACH RAFTER. 2. BRACING LUMBER SHALL INTERSECT Z-iROOF SHEATHING COMMONS 4 TRUSSES APPLIED ) O I I THE WEB 'E. OF THE BRACED TRUSS, PER TO BACKSIDE OF WEB. by _ OVERFRAME RAFTERS SEE PLAN. I•I DELEGATED 'TRUSS ENGINEER. `., l l p 3. PERMANENT PERMANENT RA ' I 2X6 I I EN BRACING WHERE ROOF :TRUSS -/ROOF TRUSS ANGLE BRACING' APPLIED E E NOTED ON TRUSS MFR. SHOP SIMPSON H3 w 10-8d COMMON II J.XF WE DRAWINGS. THE 0 / BRACE FRONT SIDE 0„CONTRACTOR SYP 2 LEDGER ATTACH DBL. SYP 2 LEDGER I I,I # # NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP 3 OR BETTER THESE STRAPS # TO EACH STUD PER ATTACH TO EACH STUD II AND LEDGER TO ROOF MEMBER. _ _ BOTTOM CHORD BRACING' G MAY BE OMITTED 2X4 T BRACE. ONLY WALL SHEATHING UP r BRACE FASTENED TO SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2FOR I•I REQUIRED -BRACE GABLE END TRUSS. „ 'PERPENDICULAR TO TRUSS BOTTOM BLOCKING WHEN OVERFRAME° WEB w/ 1 d 0 6 O.C. ° ° ° II CHORDS AND ATTACHED TO EACH - LENGTHS > 8'-0". ° ° ° ° ,� ° - U LEDGER RAFTER LENGTH T BRACE TO BE THE A SINGLE LEDGER B DO 8LE LT. ro BOT I I - A H H3 ABOVE „ TRUS WITH 2-8d COMMON NAILS. AT - FASTEN w 10d COMMONS SAME SIZE, SPECIES PRODIDE MT512 OR CS16 DIRECTLY LESS THAN 4 0 / , .. 2X4 2 SYP BLOCK 0 EACH . I I GABLE END WALLS PROVIDE DIAGONALS RIA # AND GRA E AS VERTICAL VERTICAL 0 6 ON CENTER WEB CONTINUOUS LATERAL BRACING SEE_ ° ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING GABLE BRACE. FASTEN EACH TO �EBRACED. REACTION LEDGER SIZ�Bc NAILING I TRUSS SHOP DRAWING FOR QTY. AND':.„,AND ROOF MEMBER.APPROXIMATELY 45% T THE , END W 3 10d TOENAILS II ( ) O - 5-0.13tx3 ` - - / �. 0 775 2x6 w/ 1850 2345=2x8 w/ 6 /a 0X6 SDS SCREWS LOCATION. F MORE THAN 1 LATERAL' L O ADJACENT EXTERIOR PERPENDICULAR.. 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-�/a"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE , WALL BETWEEN EACH LINE OF BRACING - " TO DBL TOP 1251, 1540 2x10 w/ 10 0.113x3 v� BLOCK AS SHOWN." TO FORM A ZIGZAG PATTERN AL „ oPLT 2-H .5T ;. L ` L W/ 2 1540-1850 2x12 w/ 12-0.131x3 _ CONSTRUCTED OF THE SAME BRACING co PROVIDE SOLID .SPF#2"BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING I „ �: NECESSARY` AT HIP ROOFS. ALSO ER A NOTES: WHERE A LEDGER IS INDICATED LEDGER 0.131x3 TOE NAILS CSD 8 O.C.H ALONG "EXTERIOR WALLS PARALLEL TO ON PLAN AND N4 TRUSSES .BEAR AT THAT LOCATION., ..., FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING. PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT v TO DBL TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST 2x4x6' SYP 2 LATERAL BRACE A.: ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. # E - I 8 10d � 'LINE OF BOTTOM CHORD BRACING AT A - LSTA12 0 48 > O.C. DBL TOP PLT X BRACE w/ 2 16d INTO BOTTOM I� MAXIMUM SPACING OF FEET. COMMONS TO GABLE TRUSS'BOTTOM CHORD W G 20 EE . CHORD OF EA. TRUSS. .. / SDWC15600 0 36 O.C. OMIT IF PERMANENT TRUSS BRACING LEDGER CONNECTION =s DECK LEDGER AT OVERFRAME RAFTERS t0 GABLE END BRACING 11 R R G WHEN 8 WHEN SHEATHING OVERLAPS GABLE 12 MIN OTED ,, » OTEO R CONNECTION Y SS _ _ TRUSS TO LEDGE CONNECT 0 B TRU USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS VALLEYS ETC. S0.1 _ S0.1 SCALE. 3 4 - 1 0 S0.1 S0.1 NOTES: 1: SPACE GABLE END BRACING 0 4 6 MAX. ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP 2 MIN 2 PLY STUD. MIN`2 PLY STUD D # IN LIEU OF 2 STUDS IN LIEU OF 2 -STUDS -_..- ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS A TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS L- ----- FULL HEIGHT u „ WASHER _, _l 1_. N I x I MIN 2 PLY ` 36 LONG STUDS 36 LONG STUD OR BEAM PLAN 4 r x T ANCHORING SPECIFICATIONS 1 MSTA24 STRAPS - D � �, I I I._ V -�L _�a O STUD FASTEN w/12 x FASTEN w/12 „ „ O I --- --_�� . OF d �. FO D OVER TOP PLATE 2 MSTA24 STRAPS 1 ( ) O.T31x3 GUN I 0.131x3 GUN NAILS 7 N OR ANCHORING SYSTEM. THE THREADED ROD ANCHORING - FOLD OVER TOP PLATE SIMPSO HTT5 J FULL. HT. » FASTEN w/18 10d .. NAILS (2)MTS12 DOUBLE / SYSTEM SHALL CONSIST OF � 0 A307 THREADED HDU5. FASTEN 2 TS12 SOLE FASTEN w/18 10d .. I� ( ) FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE UPLIFT PLATE � 26-10d COMONS � Ij ° -.CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE W/8-SIMPSN DTT2Z - I SEE PLAN 3 ", w 8- Ya x1Y2 ) L PLATE , TOP PLATE, PROVIDE A 2 x 2"x � STEEL WASHER. / f _. • SDS SCREWS . WALL STUD f FASTEN WITH A NUT AND ALLOW AT LEAST 3 ` 0 i THREADS ND ABO. TIGHTENED NUT. TYP. • SIMPSON FULL. HEIGHT ' TO EXTEND VE•' . . f I OR POST. , �( ) FULL HEIGHT ,� 2 H2.5T ` 2 H2.5T � MINIMUM 2 PLY .. .. LTT206 THREADED OD O C ) i _ i RODSTUD-1.. » FULL HEIGHT _I ROD INSTALLATION. AT ALL PLATE PENETRATIONSTHREADED R II WITHIN 6 OF -._� �-_ .. Y2 T REA 1 MINIMUM MINIMUM »r PRONTO THAN TH THREADED ROD E A HOLE THE PLATE LARGER T _ ,4 4 MIN GIRDER S I EPDXIED R EE PL N � . 2 PLY „ ( ) 2` PLY AT 2ND STORY I � DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD THREADED » SEE PLAN i � � I AT STORY � f ° ° ELEVATION" STUD x6 TITEN HD Y2 STUD STUDS PROVIDE SINGLE US RODS ARE PREFERRED .COUPLER ° I � CONTINUO COUPLER TIGHT ROD EPDXIED » w STUDS PROVIDE OI „ I Yz THREADED ROD B STRAP SIMPSON CNW OR EQUAL MAY BE USED IN CASESSTRAPS 2 CS1 S �X,, � ( ) AGAINST PLATE 1 18 7.5 MIN „ STEEL COUPLER ---------� CS° 4E PDXIED ., � � WHERE ONE CONTINUOUS .ROD IS UNFEASIBLE. THE 0 ED 4 MIN OR AT BASE OF STUDS. C FULL HT. S OPTIONAL LOCATE CY _ - AT BASE OF STUD „ , �, � •- ROD .SHALL BE INSTALLED APPROXIMATELY CENTERED ( SIMPSON TITEN.. HD ROD .COUPLER 6 TITEN "HD FLOOR TO FLOOR ANCHOR FLOOR TO FLOOR ( ) AS NEEDED IN HOLE. RODS MAY BE SLANTED FROM TRUE a » „ „ ( ) MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS - THD37634RC ( xs3/a ) AT SILL PLATE AT TOP PLATE- 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD - � ROD DTT2Z FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT "FULL HEIGHT ANCHOR INSTALLATION CHART THREADED' A C +JD E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/z"0 '/z"0 2x2x'/s„ 4» 4" 2„ 3- 5/8 -"4 % 3x3x'/4" 7.5" 12" 2)/2" 3" THE NUT ABOVL: TI•IE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z a - SECURED OVER THE WASHER 70 A SNUG -TIGHT . ,�" ROD 5 w/8- Ya x1Y2 HTT5 HST CONDITION PLUS ONE-HALF TURN OF A STANDARD .T' BUILT-UP POST,- WRENCH (APPRO>aMATELY 30 FT. LBS. OF TORQUE). SDSSCREWS BUILT-UP POST, DUE TOSHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN.. CONTRACTORS SHALL RE- CON TI TEN NUT TO 30 GH FT. -LBS. OF TORQUE AFTER ALL TRADES ARE OOMPL.ETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BETTS Or HDU5 H DTT2Z LTT20B DRILLED & EPDXY ANCHORED SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 Lu DEPTH E MONO STEM MONO STEM R O 0 0 TE CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ANREQUIREMENTS CONTRACTOR PONTIGO £ MAKING ANY MODIFICATIONS FROM THE INTENT CONSTRUO FIELD ALTERS BEING APPROVED ASSOCIATES ADDITIONAL INSPECTION ,, 3 5 /8 FULL; HEIGHT_ ROD /s- FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL WALL SECTION THREADED ROD INSTALLATION CHART. 3 ,,; /8 FULL HEIGHT ROD ALTERNATE I I I Z LL - 12 HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 1314 ATTACHMENT V FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL WHEN1 S01 ALTERNATE oTIo S GIRDER / BEAM STRAPPING .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PL7N r\,SO.lJ THIS DETAIL ONLY APPLIES WHENNOTED ON PLAN S0.1 W". i i 1.yp rrr■ ay °`612 .Fkr N r♦O (/~r r s N' r 00 r p • N Ilk y +♦ S� .♦♦ Christo h r ,a bourin PE FL PE#71461 REVISIONS DATE i I I i IR ■■! .AN NAME SHEET I o.� SHET 2 OF 9 I I CONTRACTOR PONTIGO £ MAKING ANY MODIFICATIONS FROM THE INTENT CONSTRUO FIELD ALTERS BEING APPROVED ASSOCIATES ADDITIONAL INSPECTION SHALL CONTACT LOU ASSOCIATES PRIOR TO STRUCTURAL FIELD WHICH MAY VARY OF THE ORIGINAL ION DOCUMENTS. ANY ATIONS MADE PRIOR TO BY LOU PONTIGO a MAY RESULT IN ENGINEERING OR FEES. Z I I I Z V V Lf) W LljI Lor)I f W ` n/i I ' II` J W mmr- r W IR ■■! .AN NAME SHEET I o.� SHET 2 OF 9 I I • ... OVERLAP SIDEWALL OVERLAP SIDEWALL s TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE E 3 TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOPOF ROUGH OPENING OPENINGL _ ... 5/ "�b THREADED ROD GARAGE a --- w 3x � P 2 20 a STRAPS - HEADER / 3x /4 LATE O 9 , 2 20 a STRAPS . . . . HEADER TO JACK HTT5 w ALWAYS PLACE GOAL POST. FASTEN TO STUD O 9 HTT5 W » / HEADER AT _ HEADER TO JACK / . . . THREADED ROD PACK WITH 2 ROWS OF 16d 5,� THREADED ROD 1 �s TOP OF ROUGH1,;7 RING SHANK NAILS ® 12" O.C. . . . . . " MAX EPDXIED 12" IN EPDXIED 12 .� o 2)20ga STRAPS OPENING oT T JACK EXTEND HEADER TO HEADER 0 ATTACH GARAGE DOOR THRU EXTEND HEADER TO �62 2x4 BLOCKING _FAR SID 4 0.131x3 TO2 2x6 KING STUDSUPRIGHT BUCK DIRECTLY INTO,/ / E OF WALL E NAILS 2 EA.°SIDE( ) FAR SIDE- OF WALL 6 6 Px OST AS SHOWN. 2x OUTLOOKHTT5 W/ . H3 � EA. ERSTUD PACK PER GARAGE DOOR NOTE2 2x60" 2 2x6 SPF 2/ AS SHOWN. o( ) )N AT( # OUTLO KER 24 O.C.:O2 2x6JACK STUDSTHREADED ROD .. ..PLACE GABLE -END TRUSS � s 66 " SUPPLIER JACKS " " TO THE INT. FACE OF 666 6 ... .. 4-0x — EPDXIED 12 � 4 0 PIECE OF WALL AND.,1+ �-BALLOON FRAMED WAo .. 4 0x4 0 PIECE F W ... ..0 ALL SHEATI G R FN INSTALL AT UPP t 00ER x 1LL STUDKING. SPACING SE AND FA N T" E STE RUSS TOP ... : HAT ..: .:SHEATHINGS E ING INSTALL AT UPPER2 2x6 CORNER 1 BELOW GARAGE HEADERHTT5 wHTT5 w ( ) FRAMING PLAN AND BOTTOM CHORDS TO /I " / QB CORNER 1 BELOW GARAGE .HEADER DETAIL A L JACKS ON EXTERIOR STUD TRIMED SCHEDULE. 2 2x STUD CORNER THREADED ROD THREADED ROD AS LE BALLOON FRAMED WALL 0 5 12d ?OE " o .., A DETAIL ... . ON EXTERIOR STUD TRIMED A .� ILLI ❑ 0 ( S AND (1) SHOWN STUDS w/ 2-0.131X3 EPDXIED 12 /' EPDXIED 12 } :... 2x4 BLOCKING AT NAILS EACH a e s s a a � KIN NAILS AT EA. STUD. SHOWN} G. :. 48" O.C. BETWEEN TRUSS P.T. SOLE PLATE— A �' • • • FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST INTERIOR TRUSS. FASTEN' SHEATING TO HEADER w 8d COMMON GA V. BOX NAI U GARAGE '` HTT5 w/ / Q$ L LS IN 3 GRID PATTERN AS SHOWN AND 3 O.0 1N' ALL FRAMING SOLE PLATE HTT5 w " " FASTEN GABLE N ,. / L END FLOOR IN GRID PATTERN' AS SHOWN AND 3 O.0 IN ALL FRAMING STUDS BLOCKING &SILL ANCHOR 5/s THREADED ROD " (STUDS, N S} TYP. TRUSS w/ FULL HT. " THREADED ROD EPDXIED 12 (STUDS, BLOCKING &SILLS) TYP. . - ANCHOR AND HA4 OL PLATE EPDXIED 12 SOLE ' n ... .. EA > END AN :GARAGE WING WALL SECTION ANCHOR — .: DOUBLE BLOCKING — n NG AT PANEL JOINT NAILED TOGETHER N THICKENED SLAB EDGE DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 16d SINKERS • • • HER w/ 3 16d SINKERS AT GARAGE OPENING. ,. 6x6 POST WITH ABU66 THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN ( s " : .... .. .> » w/ /a THREADED ROD . I -r 1 Ra, NOTES. S UDS) DRILLED AND EPDXIED w/ 12 EMBEDMENT & 3x3x /4 WASHER: EPDXIED 12"_MIN: e I 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION CONVENTIONAL sw UL ANCHOR PER SCHEDULE.; NO FULL HEIGHT ANCHOR REQUIRED. BALLOON FRAMED CABLE END MEN HEADER FRAMING ��2 GARAGE PORTAL WING WALL WHEN 3 GARAGE WING WALL FRAMING LESS THAN 12n 4 OTED SO. 2 OS0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0o50.2 THIS DETAIL ONLY APPLIES WHEN NOTED AN PLAN. S0. SPLICE 2x6 x 4-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS ® 4" O.C. _ JACK STUD Fk JACK STUD IF 4x4 IS SPECIFIED ON PLAN, AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. x4 P.T. SYP No.2 # UPORT. MIN. (2)2x4 PT SYP #2 LOCKING/CLOSURE FASTEN `6x6 IS SPECIFIED ON PLAN 3' / 3 -12d -TOE NAILS. RIP " F WALL 24 MAX. USE 3 2x4 SPF#2 SUPPORT. SHEATHING _ 0• OWN TO REQUIRED .DEPTH O # PRE—ENGINEERED- 12/ MIN. �. RATED WALL SHEATHING w WOOD ROOF TRUSSES. " " " ATTACH PORCH BEAM TO 12d COMMON Y x3Y CS18 w/7-1 dx1Y a z 8d ®6 O.C. EDGE &FIELD.2 SIMPS `GT20 � . PLAN VIEW PLAN VIEW' ON L B WIRE A TAPCON SUPPORT POST w 2 HTS20. E N ILS SU R / O EACH END 48 I RECESSED IN SLAB e " \ . SCREW AP `(�D 4 O.C. � " O.C. STRAP AN BE W//2" THREADED STAGGERED /� ATTACH SUPPORT POST TO " INSTALLED ETHER •�: ROD EPDXIED 4 SOLE PLATE I " ^� FOUNDATION WITH HTT4 FACE. OF STD CS18 w/7-10dx1}� ANCHOR z35 w s 0x6 EMBED EPDXY ROD. U.O. — EACH END 0 48 SYP O.C. STRAP CAN BE PT SOLE PLATE UPLIFT 2 CONC. CONC. BOX COLUMN I ( INSTALLED .EITHER CONNECTOR SLAB SLAB FACE OF STUD Looms" MAY BE USED IN LIEU OF 44 OR 6x6. FLOOR FLOOR 8d 0 3 FLOOR WATER PROOFING AT TRUSSES TRUSSES TRUSSES DOUBLE LOWER PORTION OF ELEVATION VIEW ELEVATION VIEW OR JOIST. O JOIST. OR JOIST. + TOP PLATE BOX COLUMN BY BUILDER I ._4,. OPTION A IF PT MATERIAL IS NOT USED. L, OPTION B BEAM SEEAl OPTION A OPTION B OVERLAP PLAN STRAPPING SHEATHING OPTION C DROPPED BEAM AMB FASTENING 6 BOX COLUMN DETAIL 7 WALL STRAPPING OVER BEAM �.,� 5 FRONT ENTRY ) �� 8 RAFTER TAIL DETIAL OTEoOTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0 KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW: ® 32" O.C. STUD TOT OP PLA STUD TO JQP Z SDWC15600 SCREW. SDWC15600 SCREW. ® 32" O.C. ®32" O.C. ' • STUDS JO TOP PLATE STUD TO BOT PLATE: BOT PLATE TO TRUSS SDWC15600 SCREW. y1xW LAG SCREW ® 32" O.C. CK STUD: WITH ROUND WASHER 1-MSTA24 HEADER TO AAT EACH FLOOR TRUSS BOT PLATE TO FRAMING BOT PLATE TO FRAMING BELOW CS181113 32" O.C. BELOW CS180 32" O.C. STUD TO BOT PLATE:.. a BOT PLATE TO TRUSS RUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. .® 32" O.C. Y4 x3Xz. LAGSCREW WITH ROUND WASHER T 24" O.C. I TRUSS OREAM' B PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL wHEN s WALL STRAPPING DETAIL �� 10 S RA �� 11 WALL STRAPPING DETAIL oTEo oTm CITED S0. THIS bETAIL ONLY APPLIES 'WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r LjLr CdA. Ucd U, rwuud �[�w Ph.242-0 08 Fa .241-9 x S57 FL: CA # 8344 SC: CA# 3579 'ly tlifff �d • �r 9 Q e o0 O j � IR� •' 7A Christopher J Sabourin PE F Li P E#71461 I i REVl NS .DATE i I I FIELDI ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICAT DNS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUC ION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO £t ASSOCI TES MAY RESULT IN ADDITIOL ENGINEERING OR IN PECTION FEES. i I i , 69'- 2 80 26'- 10 21 »f 8 g 8 0 SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL r DESIGNATES SLAB RECESS 71-2)) e. 420 sceola nue:. >: Ave _ MONO FOOTING TO MO » Q 10 ax: Bea h, Florida 32250 STEM WALL w 8 � F / )f Ph. 242-0 08 Fax: 241-9557 _ 4 DOWELS 1 8 2 5X30 1 FL. CA # 344 SC. CA# 357 # 2 9 » EPDXIED 6f MIN. (TYP.) S1.01 S1.01 8,f 4 - 6 r11� 1 Ipte X. , ra �a eeegei 3,x3 x12 ER CD: pe•ry, _(- I / # ". . »� as CONCRETESLAB C 12 EA. WAY N �� In .. - ° I _I 4 FIBERMESH @ 1.5 LBS CU YD. - - - - - N . y. N OF CONCRETE OR 6x6 W1 4xW1;4 I WWF ON 6MlL VAPOR BARRIER ST) OR 1N PREPARED GRADE. .:: ♦. J , �TEE MONO FOOTING TO • ♦♦ ISOLATED ♦ , M F3:0 » a as STEM WALL w / Cs , FOOTING SEE 4 0 � , FO PROVIDE 2 4x , , ® 2- 5x30: DOWELS „ 1 CORNER CRACK BARS DETAIL 11 /S1.0 _ » 3x2 x12 r - I ( IED 6 MIN. AT SLAB MID DEPTH. EPDX N Christo her sabourin PE TYP.) � SLIDING GLASS. DOOR: FOOTING w 5' - N n I � TYP. » ( ) 0 1 I d FL PE#71461 j FRAMES MUST BE RECESSED I I Ca} 12 EA. WAY I ` I aO y ARCHITECTURAL PLANS _ ._...� _ S1,o1 SEE _ 6 � -- I _� N CO REVf IONS SLIDING �- .. FOR LOCATON OF SL BATE I I S1:01 o MU PIER TO MATCH BOX 1 I C i GLASS `DOORS. f » » - » 5 g< 16 2, -DoREINFORCED w g I I 3 6 .. COLUMN: /, 9 10 S1.01 PAVERS (2)#5 TOP OF PIER - I1BY51.01 I PROVIDE E SAW CUTS PER OTHERSUSE :SLABTOP OF HO6) 5 51.01 BUILDER TO » - F3.0 I S1.0 1 10 S1.01 MONO FOOTING I Wf TH I COORDINATE - I FINISH FLOOR `MATERIAL 9 TO STEMW ALL r _ - - S1.01 w 2 5x30 0 DOWELS EPDXIED ISOLATED FOOTING J- - o F2.0 » 8 „ f , o0 .5 F - I N I FIELD ALTERAT O TYP. Co SEE 11 /51.01. _ 6 MIN. ( ) � 6 1 2 I .. S1.0 .. p CONTRACTTR SHALL CONTACT LOU AIRS BY Go 4 ST s � » I , ,> ,. » , „ I: PONTIGO ASSOCIATES PRIOR TO Z _ 8 -1 BUILDER s1.o I 3 7 3 7 5 8 8 1 x » I MAKING PINY STRUCTURAL FIELD _40 0 1 _2 M ODIFICAT ONS WHICH MAY VARY .. H M TENT OF THE ORIGINAL / FROM THE IN RI » BY 4 " STAIRS CONSTRUC LION DOCUMENTS. ANY Q - OO 6 I� 6 10 T ., 1 L ALT R ATIONS MAGE PRIOR O .. FED E I DER S1.01 BUIL V BYLOU PONTIGO 8 .. 'BEING APPR ED LO I. l S1.01 co ASSOCIATES MAY RESULT IN I� I 1 ADDITIONAL ENGINEERING OR I GO � IN PECTION FEES. 00 I ISOLATED FOOTING I _- 6 I I 3 SEE 11/S1.01. .01 ( IS1.01 4 �I S1.01 1 I _ I I (.� F- I 6 �.., _ L 4 I f^ I S101 I I �- . I I V 1 1.01 I � J S I4 F3. oL_ I _ _ J I W - UJ C) 10B i S1.01 Q0 I I I IAWCUT � I _ _ _ Ff 6 � _- W STAIRS BY _ I _ S1,01 f- ; i �. . BUILDER ' 1- I 1- z _ I I o I I r� I I � Q I � I � Q N _ I a �I N OZ n I D COI L MONO _FOOTING TO � I S1°.01 W II STEM WALL w I I PAVERS / » 3 I - I 2 5x30 DOWELS f tt BY OTHERS I 1 ;I o EPDXIED 6 MIN. (TYP.) r I CMU- PIER TO MATCH P_ BOX 1 3 _ W , 9 ORCED w S 1.01 � COLUMN. REINF / s1.01 S1.01 TOP OF PIER 2 5 -- ( ) 0 Ln J TOP OF HOUSE SLAB) MM � W » 10 S 7 2 G f` I 8 , 0 z rr 11 69'-2" I I, ,i I FOU DATION .l LAN FOUNDATION LAN DO NOT SCALE DIMENSIONS FROM I ' THESE DRAWINGS, IF A DIMENSION IS d UNCLEAR REFER TO THE SCALE: 1/4 = 1 -O ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. P AN NAME TERR NO -COASTAL FOOTING SCHEDULE AND NOTES` DESIGN/DRAWN/CHECKED CS / ASLAP TYPE LENGTH WIDTH DEPTH BOTTOM 'BARS DATE F2.0 2-0 2-0 1 '„ •-01' 3-# 5 EA. WAY BOT. . ;:;` �-• 03.07.18 ' F2.5 2'-6" 2'-6" 1 -O 3-#5 EA. WAY BOT. SCALE y, f » F3.0 3'-0 3 -0 11-011 3-#5 EA. WAY BOT. S NOTED F3.5 S-6 S-6" 11-011 4-#5 EA. WAY BOT. LPA No. ,1 4- 5 EA. WAY BOT. TOLL -18-00184 ' F4.0 4 -0 4'-0" 1 -0 # ,- ,1 _ F4.5 4'-6- 4'-6" 1'-0" 4-#5 EA. WAY BOT. CONTROL No. i }. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 14573 GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, FOUNDATION. FOR GES 1 SHEET STEP HEIGHTS, ECT., 5EE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR LJL I REFERENCE ONLY. I ACCORDANCE w LOCAL BUILDING CODES. 1.0 2 FTGS. & FND. SHALL BE IN ACCORD / I N AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED 3. SOIL GOMPACTIO SHE T 4 OF 9 PROCTOR IN ACCORDANCE WITH ASTM D 1557. 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. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12 HOOK INTO SLAB. 1-- 5 CONT. PROVIDE »' SOLE PLATE ANCHOR` » # � 8 CMU OPEN BOTTOM LINTEL 4 —0 HIGH NOTIFY E.O.R. SEE 3/SO.0 FOOTING AT PORCHES CORNER BARS TYP. SEE 7B/S1.01 MONO SLAB 1» C � ___- BLOCK w/ 1-#5 CONTINUOUS FOR TEMPORARY BRACING 5— , WHEN SPECIFIED ON PLAN. 2 LAYOUT PLAN AND SEE_ ARCH PLAN �. PERMANENT LATERAL , SLAB ON ` SUPPORT DETAIL, SLAB ON GRADE, _ d .d. , SEE PLAN. I s• � a�_� GRADE d 7 //✓ 4 > SEE PLAN. GRADE CONC. / .. %' °\ ✓'' , SLAB,. SEE PLAN. \ . - _ 8 CMU STEM %� � S E WALL e / / 4 DOWEL TO MATCH VERT. \ _ SHOWER P N SLOPES TO DRAIN SEE ARCH SLAB ON . STEMWALL SCHEDULE CMU REINFORCING COURSES t TO 6 #4 VERT. © 48"O.C. 7 TO 10 4 V # RT. Q 24O.C. E 11 TO 12 #4 VERT. 0.8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT R'EINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. STEMWALL REINFORCING (SEE _ - nd d /.�.� # 4 VERTICAL DOWEL S Q 24" O.C. PLAN. MAINTAIN 4 MIN. SLAB THICKNESS: GRADE 90. BEND INTO FTG.SCHEDULE :w/ 6» HOOK INTO SEE PLAN \ FOOTING. LAP VERT. REINFORCING d � � 1 25 IF STEMWALL IS GREATER d ,, dd 3 COURSES. THAN C a e d t -- CONTINUOUS CONCRETE A CONT. "CONCRETE FOOTING FOOTING \, STEM WALL S ; 0 l / EE FO 1 S1.01 d x 16"w1—STORY,' w/(2)#5 CONT. 3 CLEAR Q 10 dx 20"w 2—STORY w/(3)#4 OR (2)#5 CONT: w 10x » � � 2D» W/ /--#n CON T. 1 STEMWALL FOOTING FOOTI NG / SHOWER RECESS GARAGE STEM WALL » • - O1 1F REQUIRED S1.01 IF REQUIRED S1:01 SCALE: 3/4" 1 0 ( ) ( ) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS PROVIDE CORNER BARS (TYPICAL) STEP, SEE 12 HOOK INTO SLAB. ARCH. -d 4 (4" MAX.) EQUAL TO SLAB 'Dill THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. p BRICK VENEER IS WALL FRAMING ACCEPTABLE WITHOUT INCREASE OF FOOTING SLAB ON GRADE, 1" DEEP SAWCUT w WALL FRAMING --\SIZE. 8 CMU STEM .WALL W/ SEE PLAN STEP SEE -,._� SLAB ON ELASTOMERIC SEALANT , #4 VERTICAL DOWELS C� 24 O.C. ,--� e'� o � .. ARCH. PLAN SLAB ON . GRADE- 90 BEND INTO FTG. A. p ����..__s e:d�._n, SLAB ON ." a a. GRADE, e r SEE PLAN - .- a _ ^ _� GRADE, '. , SEE PLAN. _ NOTES.�:. �.,,, � \ ..SEE PLAN. p , • _ I 1) PROVIDE SAWCUTS 0 CREATE \ � d0 4 � �• s / CONTINUOUS CONCRETE �' n • APPROXIMATE 12 X 12 MAX. SQ. FOOTING 2 SAWCUT CONC. SLAB WITHIN 4 TO OOTI ) 12 HOURS OF CONC. PLACEMENT.3" 3 CLEAR � OPTIONAL , 8x16 - 2 FLAIR1—STORY, w/ (2)#5 CONT. s x1 1 STORY w/(2)#5 CONT.w 8%20" 10 x202—STORY w/(2)#5 CONT. c 8 x2o, 2-STORY, w/(2)#5 'CONT. w/ 2—#5 CONT r� s BEARING 4 STEMWALL AT GARAGE 5 SAW CUT DETAIL 6AT INTERIOR ` MONO. FOOTING AT STEP-DOWN #_ _ SCALE. 3 4 — 1 0 S1.01 �-o S1:01 S1.01 / v< TYPICAL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CNSTRUCTION SPECS.` TYPICAL MONO AND ANCHORAGE PER MATCH DOOR 3/ RECESS PAVER BY 4 FOOTING NOT CONSTRUCTION SPECS. ES, WITH,: SEE ARCH.': OTHERS SLAB ON EE DETAIL 8 S1:01. 71 t BOND BEAM w/1—#5 % •d a GRADE, d —� SEE PLAN: SLAB ON "t _ SLAB ON x � \ PAVING BY; GRADE, �. Q - 8 MASONRY ' p r -' BUILDER o GRADE, � � .� „PLAN. z � SEE -12 x12 1 5 CONT. / STEM WALL w/ #\ . SEE PLAN. � dd E.J. DETAIL 10B � % N z_Qoo , .-v� o �•1— 4 @ 48 O.C. X � GRADE OR CONC. c� MATERIALsu ; 00 4 1 m\ SLAB SEE PLAN. - a -' SLAB ON / \/ a 4 ALT. FOOTING T \ w o z_ / / ^ d - Z- GRA SEE PLAN. BUILDERS DISCRETI� \� - ALT. FOOTING AT04 BUILDERS DISCRETION. 3, C�? 48 O.C. OR a. t' d # '..THICKENED EDGE , .. o �.- � - •. , ROD CHAIRS TYP. DETAIL 10A w/ 1—#5 CONT. 3—#4 BOOKED V RTICALS E 0. C. 12 - w/(2)#5 CONT. 1,2 THICK x 20» WIDE w 2 5 CONT. » �, / ( )# ISOLATED FOOTING 8 -\\—REINFORCING, ,p SE PLAN SEE SCHEDULE. sMONOLITHIC EDGE FOOTING PORCH STEM WALL THICKENED SLAB 11 ISOL ED FOOTING UNDER MONOLITHIC EDGE, �-01�-01�-01 S1.01 , h, 242-0 08 Fax. 241-9557 =L: CA # 344 SC: CA# 3579 `etantFrrerniso, w•w w •• • • r ■ •� tri • �n w ' leo. 41 2 on ■ to »+ STT o s N �ro09o° �i8 -, istopher I Sabourin PE FLPE#7146} DATE i REVISIONS ATION TLS ENSIGNS FROM A DIMENSION IS R TO THE iRAWINGS OR IE E.O.R. AME :OASTAL \4/CHECKED SYMBOLS LEGEND ., , DESIGNATES SHEARWALL. THE HIDDEN .., - LINE DESIGNATES SIDE OF .WALL THE � , .;> k a • u..: .*.., . SHEARWALL SHEATHING TO BE APPLIED. acs b1 0 8d DESIGNATES 8d COMMONS @ ' 3 O.C. EDGE & 6 O.C. IN THE �. FIELD». ., 'DESIGNATES THE HEADER SIZE, NUMBER OF PLY S;-& JACK/KING STUDS NEEDED (2)2x8-1/2 FOR SUPPORT HEADER. Lou ontlgo and -- Associates BEAM OR TRUSS.. SEE PLAN Inc . ANCHOR LEGEND G 420 Osceola Avenue SEE DETAIL 3 ; S0.1 / Jax. Beach, Florida 32250 Ph.242-0 08 Fax.241-9557 �'s A307 DIAMETER FULL. HEIGHT FOR BEAM CONN. - I' THREADED ROD SEE DETAIL 12 S0.1 SW. 3 6 � / FL. GA # 344 SG. CA#.3579 (TYPICAL). / At _ 2 (2)2x6 1/2 ( )2X6 POST DIRECTLY BELOW . v�s A307 DIAMETER. FULL H EIGHT(2 2x12 POST ABOVE. PROVIDES SQUASH 5THREADED ROD, SEE DETAIL 12 S O.1 BLOCKS WITHIN FLOOR SYSTEM. !ry A307 DIAMETER THREADED rri q to 3 2x6.. POST r7 ROD TERMINATES AT FIRST FLOG R rrrr V '9 DIRECTLY • r f T • OP PLATE SEE DETAIL L 1 S EAI 2 0.1 V / M _1 6x6 P.T. SYP#2 POST «, w _ '�► C .. BELOW POST V I" 0 ABOVE. �,. U) r » ., .. 3 - w A$U66. SEE DETAIL , � I 3 2X12 2 2 / A307 DIAMETER THREADED BEAM FB03 ABOVE2/S0.1. (TYPICA(95 L) ROD TERMINATES AT FIRSTFLOOR N TOP PLATE, SEE DETAIL 12/S0 1 1 � ,..... n.. ■ • 00 (3)2x6 N r ST .. G TRELLIS Y SIMPSON HTT5 SEE. DETAIL 15 S0.1 \ 2 ISB / E4 M. -N SPF ., J N STRAP HEADER _ I - BUILDER .• � I POST. . d � +. ,♦ r,, J PER 7 S0.1 .,1 `46• s � ♦ J A, SIMPSON OTT2Z S DETAIL 15 S .1 t EE DE AL /0 rr � ♦ i a. N X a X N \ Chr>sto h STRAP HEADER N pr j labour n PE u7 P N 1 FL PE#71461 SIMPS T ON LT 20B .SEE DETAIL 1 PER 7 50.1 I 5 so.1 00 , J \ N r0 1 �,, d N REVI IONS WALL STUD SCHEDULE DATE N FASTEN TOP OF WALL W t. LE cn PER DETAIL 5E S0.1. PLA STUD slzE / o TE LOCATION 2X8 CO HEIGHT &SPACING WALL OSB WALL Q' EXTERIOR 9 -1 2x4 SPF#2 0 16 O.C. . N ` MAX I SHEATHING. O 1 I I _ 2x6 SPF#2 0 16 D.C.. or 2 2x12 10 1 # E » m ) EXTERIOR 1 I GIRDER FG03 ABOVE MAX 2x4: SPF#2 ®12 O.C. , 6x6 P.T. SYP 2 POST 10-1 To S1.1 I # - EXTERIOR » 2z6 SPF#2 ®16 O.C. -BEAM FB01 ABOVE � 14-0 2.2x8 O - - - - - - - - - - - W ABU66. SEE DETA Q / IL 101-011AX» W. SPF#2 I INTERIOR 2x4 SPF#2 0 16" O:C. ] � MAX 2 50.2. TYPfCAL m / (TYPICAL) ((6 2x4 POST DIRECTLY POST._ I ,_ ,. // 2 2X8 l ) 12.0 2x6 SPF#2 ®16 O.C. Q l ) ( N INTERIOR FIELD ALT N N MAX 2x4 PF 2 12 0 I ALTERATION I �SPF#2 BELOW ,POST ABOVE. \ s # .c. N x CONTRACTOR SHALL CONTACT LOU W POST. PROVIDE SQUASH BLOCKS OPEN TO SMD N S ca PONTIGO 8 ASSOCIATES PRIOR TO J X 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY sTRucruaAL FIELD I WITHIN FLOOR SYSTEM. ABOVE ' 1 ) J N N MODIFICATIONS WHICH MAY VARY i-. FROM THE INTENT OF THE ORIGINAL m � SEE 3/S0.1 FOR BEAM 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. 1 Q I `. CONTRACTOR MAY INCREASE D I coNsrRUC ION DOCUMENTS. Arlo OD _._ ___ i STUD SIZE TO MEET �' STRAP H£ADER EA. CONN.. TYPICAL FIELD ALTERNATIONS MADE PRIOR To (TYPICAL) ARCHITECTURAL REQUIREMENTS. , G ��� _ REIN APP R VED BY LOU PONTIGO 8 �- END w 2 MSTA24 O r ASSOCIATES MAY RESULT. W / \ ) - 3. SPF .DENOTES SPRUCE. PINE FIR.. SYP DENOTES. SOUTHERN , J (' (2)2X1 2-2/1 ) YELLOW PINE AODITIONAL ENGINEERING OR LL r - r - - � INSPECTION FEES. X,�� Y V 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. N w SEE DETAIL (3 2x6 ( / � 5. FASTEN BOTTOM PLATE OF INTERIOR I � r� I SHEATH WALL CONT. TO I ) LOAD BEARING WALLS -`'-�- {{ w to 1 4 I ( SPF#2 H _ 1 /50.2. MI CONCRETE SLAB w/FO MASONRY CUT NAILS 16 O.C, 4 TOP CHORD OF TRUSS' � (/1 O � I MINIMUM. SEE 3/SQ.O FOR ADDITIONAL ANCHORS AT I POST. Q W W J SHEARWALLS FASTEN TO TRUSS I w F- Z Z a Q - I MEMBERS w/ 8d COMMON I\ J o o Z M I a o i COMBINED USE PANEL NOTES @ 3 O.C. DO NOT BREAK o I � I .. 1 H 3 2 x 4 co �,..% ( ) I (1l SHEATHING @ TOP PLATE I N x f- � � 1. EXTERIOR WALL SHEATHING SHALL BE Q V 2X8 SPF#2 I I co N Z CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 1 x O WALL "POST. I I � TOP PLATE. SEE DETAIL 1 S0.1 FOR SHEATHING Lf) �� W I I / SPLICE LOCATIONS ( � _ I � IONS FOR MULTI STORY CONDITIONS d d- \ > \ � i w p \ m W 2. SEE SHEET SO.0 FOR WALL SHEATHING L W N J" J W Q\ I I' SPECIFICATIONS. Q 00 \ Q J O W N x 1-Q - N _ 2 3. UPPER MOST TOP PLATE SUPPORTING ROOF cn J N ( )2x6 j MEMBERS SHALL BE STRAPPED' AS SHOWN IN N I I P SPF#2(AI Z U)w x DETAIL 1/S0.0 I W W „_._. ST > Q C14w. POST. � I I: O 4. INSTALL SOLE PLAT SHEATH WALL CONT. E ANCHORS PER DETAIL U Uj , N I m Q x \ ! 3 SO.0 \ THRU LO / Q W ROOF TO c� >: N M � _ TRELLIS BY N 1 WALL ABOVE. OVERLAP M - N BUILDER Zi N i „ GENERAL I o RA NOTES cn I FLOOR SYSTEM x , ca 00 STEM 12 MIN. N 'a I' R ^ S MILA TO 1 S0:1. / 1. SEE DETAIL 2 S0.0 FOR WALL FRAMING N / I DETAIL I STRAP HEADER EA: L.1. o SE WALL LL STUD SCHEDULE T '< D LE HIS SHEET FOR STUD 0, w I \ � SIZES AND SPACING. AT GIRDERS, AND BEAMS END w/ MSTA24 a PROVIDE ST • UDS BELOW TO MATCH BEAM/GIRDER I � 2 2x6 O� W PLIES. I .. c� SPF#2 r^ 2. SEE SHEET S0.0 FOR V RO F 1 0 AND FLOOR POST. L SHEATHING SPECIFICATIONS. I I 22 x12 SEE DETAI L ) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 1 - _ _ 1 S0. I 2 / PLIES . BEAM" 6x6 P.T. SYP 2 POST S HEADER AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6 S0.0 2:2x6 1 1 2 2x6-1 1 / 2- 2x6 1 1(2)2x6-1 1 O / O / � �` w ABU66. SEE DETAIL O / �' 1 (TYPICAL). 4. INSTALL SOLE 'PLATE ANCHORS PER DETAIL 2 S0. ) W . (� 3/S0.0 5. AT SHEARWALLS PROVIDE DIAPHRAGM 0 y 0 ATTACHMENT PER DETAIL 5 SO. / 1Ln () 2 2x6 POST DIRECTLY 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN` TRUSSES, SEE 5A S0.1 BELOW POST ABOVE. PROVIDES SQUASH BLOCKS 7. Q AT PORCHES SEE DETAIL 2 S0.1 FOR , / 0 FRAMING WITHIN FLOOR SYSTEM. AND HOLD DOWNS 0 V j'�''� CS18 ST r� � RAPPING DETAIL �1 u< CS18 STRAP w 10 END LENGTH. FASTEN THIS END w/ 9-10d f� WALL FRAMING w c� I R O � NO NAILS REQUIRED FI I St FLOOR FLOOR IN CLEAR SPAN 4 TRUSSES FF AMING OR JOIST. z LAN WALL FRAMING DOUBL SHEAR ALL NOTE: SW. 3/6 a TOP PL TE. u: CS18 STRAP w/ 10„ SW: /6 DESIGNATES SHEARWALL IVEND LENGTH. FASTEN THIS END w - 1 G 8 3 GE AND 6 F 2 -ROWS OF 16d DO NOT SC LE DIMENSIONS FROM NAIL d @ ED D "FIELD" » THESE DRAWINGS. IF A DIMENSION IS 9 O.C. UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR E PLATE ANCHORS SEE SCHEDULE ON RIP SOL C E STUDS CONTACT THE E.O.R. DETAIL 3 SO.0 ON / @ 16 O.C. P AN NAME FIRST FLOORF IN PLAN �) RA G I_A 2 2x8 PLATES TERR N0 COASTAL SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d®3"/6") DATE SOLE PLT 0 # WHEN NOTED ON PLAN BEAM SEE PLAN SEE NOTE 2 SNG LASS DOOR, FASTEN 1. INSTALL SOLE PLATE ANCHORS PER DETAIL LIDI TO J A C S EACH EACH END 4573 W/(1 )A .va ' .SHEET N HOR SPACING SHALL BE AS NOTED. FOR HEADS 2. A R SECTION EXAMPLE - SOLE PLT @ 36" = 36„ ON CENTER SPACING �.� SHEET OF i I DESIGN/DRAWN/CHECKED CS AS / LAP DATE BEAM SEE PLAN -03.07.18 3-10d OENAILS 2 -ROWS OF SIMPSON (2)2X8 INIMUM PLANK 15600' SDWC SCREWS ORIENT HEADER OVER @ 12" 0 C STAGGERED AS SCALE NOTED I To�L-18-00184 LPA No. coNTROL NJ SNG LASS DOOR, FASTEN 1. INSTALL SOLE PLATE ANCHORS PER DETAIL LIDI TO J A C S EACH EACH END 4573 W/(1 )A .va ' .SHEET N HOR SPACING SHALL BE AS NOTED. FOR HEADS 2. A R SECTION EXAMPLE - SOLE PLT @ 36" = 36„ ON CENTER SPACING �.� SHEET OF i I SYMBOLS LEEND G a ti% TS16 DESIGNATES UPLIFT CONNECTION. r SY .. 1. F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. ... I,< ,. ;. a 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEETS_0 . 0 4. IAHEN USING 2 H2.5T CLIPS ON 1'/,,* WIDE LUMBER PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER: Lou ontlg o and As s, Ass ocrate Inc. _ TRUSS I: x 420 Osceola Avenue SHEATH WALL CONT. FASTENING DETAILS Jax: beacih, Florida 32250 , THRU 2 8 LOW ROOF TO Ph. 242-0908 Fax. 241-9557 44 S # 3 79 SO.2 BEAM BELOW. FL CA# �3 CCA 5 SIM. S0.1 I `reee►en►►►+ n► ►i iP QQ � P O (°� "E P♦PP . yep rry. : V !�. S0.2 • '9 sy C) s o 0 0 . o , 0 0 0 0 o g's � �+ 0"0" . P. 1S BY � a • f � �• � TRELLIS H TS16 S0.1 2 BUILDER. Ca • . <., .. O r. v� 2 HTS16 r I r- 00 r C T 1-1 J % « Lj 2 h- N W W ♦ Q` c.. 2 H TS 16 /V071111 _ Q . NG 16 , C I 2 H TS v � x6 :BLD K � ) 22 I / J LJ rrnrrr � END W STEN E A. cr, FA UTURECTLY i F02P, 1 � AL:OSBBLOCK}NG TOP PLATE TOaus2a T064 10dTOENAILS. LER£COMMENDED 2:x6 e� W TRUSS O SDWC1 600 STUD SDWC15600 ; -PANEL SEE. DETAIL 5 STRONG BACKS. cn r— Christo h' r J Sabourtn PE Foe L CON T. - � P � 5 S0.1. SHEATH WAL _..� o 8 I � F L P E#71461 THRU LOW ROOF' TO I �Uus24 T07 I --O 50.2 I F02 BEAM BELOW. o N DW T TIE DOWN. WITH SIMPSO S C USS LL REVI IONS DATE I J F02 s24 T09 Q H Rafter to Top .Plate shown OSB BLOCKING PER Truss to To .Plate similar F- p 1 F DETAIL 5 S0.1 us2a Tog LLI Z � No S1.3 Optimal 2 P ?Ji F02 4HD26-2 FG03 10* 0 30 I FB01 (b 67 F03 THD46 v v ,. N 0 - FIELD ALTERATION AFTER WALL 15 ATH ED CUT Cq to CONTRACT�RSHALL CONTACT LOU 2 2x6 BLOCKING_ : SHE ( ) (r N N vI ASSOCIATES PRIOR TO v vPONTGO o c� r. 12DDIRECTLYING =xSHEATH THDasfN EHOLES -OW WALL ABDVFO3 O O W O BEL MAKING NYSTRUCTURAL FIELD � yLW TRUSS FOR PORCH TRUSS Max MODIFICAT ONS WHICH MAY VARY N FASTEN EA. END w Y FROM THE�TENT OF THE ORIGINAL RDS. - O O CONSTRUCTION DOCUMENTS. ANY BOTTOM CHORDS. f 26 TOE— NAILS. m: 5 1 Od TOE NAILS • '� 'FIELD ALTER ATIONS MADE PRIOR TO THD46 LL W ( ) 2 H TS16 I GAPPR�VED BYLOU PONT GO $ ( F03 ( ) aEw L I TO AS50C TES MAY RESULT IN SDWC15600 TOP PLATE A s ry� IN OR STUD SDWC15600 ADDITIONAL ENGINEERING f T01 iN PECTION FEES. THD46 F03 Note. 1. Sloped -roof rafters ma be slo ed u to and including - Y P P I FRAME UPPER `LEVEL CONT. I.. I blydsmouth cut. 2 a 12.12 Itch and must be , 1 p �..� TRELLIS BY 2 H T516 TRE PLATE T02 I FROM 1ST LEVEL TOP ( ) tions. 0.1 E _____,.. 2. Reference detail 4 for installation instructions. � S THD46 I S1.2 BUILDER. - SIM. , F03 03 MIJTO 2ND LEVEL TOP PLATE. f DO NOT FRAME KNEE WALL II DWC INSTALLATION RANGE C� FLOOR SYSTEM ELEVATION. I, EJ05 SI PSON S HEATH CONT THRU LOWER .r S � Foo i LEVEL I V ROOF TO '1ST BOTTOM PLATE. OVERLAP EJ05 cocoM cocoM V F04 FLOOR SYSTEM 12 MIN. ! LL U- U- LL LL LL W -, P,�/ /U H HEJ05 I W I. LLJW F04 V) Q 177-7 8 : ! 11 11 i m EJ ` (2)HTS16 OR S0.2 � 1 F04 ( � � I � 2 'MSTA24 , i W i W IN _ . G SHEATHING G `CH CEILIN , POR „> � T, r J05 V AT BOTTOM CHORD OF--,-" F04 v__ _� d , t TRUSS SEE 2/S0.1. 0.1. SHE ATH WALL CONT. � _ I EJO 5 I _ °F TO r _ . I ='THRU LOW R00 F04 SHEATH R BELOW. I0 GIRDER HEATH WALL CONT. TH R U ST D NOT DIRECTL S nn EJOS $ LOW TRUSS z n LOW ROOF TO 1ST LEVEL__,, I 0 SDWC15600 "CrLATE OVERLAP BOTTOM P 4 B FO st M n d• � O ' r I d W O r r Cp O O O O O O O O FLOOR SYSTEM 12 MIN. Note: Reference detail 2a for mstallatlon an le limitco I i LL u_ I- H t- h I- F- H F- �}. T02 � ' V) F04 o O O o 0 o W INSTALLATION �- I- �- I- 2 H TS16 5 C Y L F- ( ) W W LL LL LL: LL VIA FTTT 11 11 11 T01 Rafter to To Plate shown Top Q Truss to To Plate srmllar 2 HTS16 ( p ) 1 - ( ) Y W Q.1 SIM. S 8 2 0 -414, S0.1 777 so.z o , 0 tt� STUD NOT DIRECTL Ln NT BELOW TRUSS T„ t Do not install SDWC in 1 hatched area I 0 SDWC15600Floor Truss Connector List Truss Connector Total List — Manuf Product Qty Manuf Product Qty H Overhang 2" 1M MIN USP MSH426 5 USP JUS24 6AX USP THD26,2 2 USP THD26 23 SDWC INSTALLATION RANGE USP THD46 7 _ FLND OOR A Products PlotlD Length Product Plies Net Qty FB03 26-06-08 onCENTERC LVL ..OE 1 3/4" x 20" 3 3 FB01 23-04-00 onCENTERC LVL OE 1 3/4" x 20" 2 2 FB02 19-07-00 onCENTERC LVL ..OE 1 3/4" x 20" 2 2 SDWC15600Floor Truss Connector List Truss Connector Total List — Manuf Product Qty Manuf Product Qty H Overhang 2" 1M MIN USP MSH426 5 USP JUS24 6AX USP THD26,2 2 USP THD26 23 SDWC INSTALLATION RANGE USP THD46 7 _ FLND OOR A A TRUSS ROOF RAFTER NOTES:.. STRAPPING NOTES ROOF I TRUSS 1. STRAP 'TRUSSES AND ROOF RAFTERS TO FARING Rafter or Truss PLCEMENT WITH 2-12D TOENAILS 1-SIMPSON SDW ,15600 X "• minimum edge - T SCREW UNLESS OTHERWISE NOTED distance for full values (with or Splice may be in upper or LAN without a plate lowerlate P - splice) DO NOT SCALE DIMENSIONS FROM THESE DRA INGS IFA DIMENSION IS bl 5 FLOOR AND TRUSS PLACEMENT -PLAN Y from to late UN LAR C ARCHITEC REFER TO THE URAL DRAWINGS OR I _ROOF 2ND FL R WALL . P P ..r splice Offset CONTACT THE E.O.R. = SCALE: 1/4" 1-0» STUDS. ET ON for full values. STUD NOT .DIRECTL DOUBLE OP PLATE BELQW TRUSS F AN NAME TERR NO -COASTAL DESIGNf RAWN/CHECKED CS I '/ AS LAP X PRE-ENGINEERED DATE wooD ROOF TRUSSES. 2x6 Bloc c SD CAT TOP PLATE SPLICE 03.07.18 BETWEEN TRUSS SCALE S NOTED LPA No. TOLL -18-00184 Uj CONTROL No. " 4573 DETAIL SHEET 1 102 S1.2 SHE ,T 7 OF 9 ! s, , SYMBOLS LEGEND W. DESIGNATES SHEARWALL. THE HIDDEN ------„ LINE DESIGNATES. SIDE OF WALL THE � ± ..;�� � ,•;: a� ..: 0 �., SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES $d COMMONS 3 O.C. EDGE & 6 O.C. IN THE sr FIELD Ze DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S &` JACK KING STUDS NEEDED - •` / r. .. .. ..,.., (2)2x8-1/2 FOR SUPPORT HEADER. s Lou ontigo and ----s BEAM OR TRUSS, SEE PLAN A s o c I a t e s, 1 n c. SHEATH WALL CONT. C AN H OR LEGEND 420 Osceola Avenue . 1 ax. Beach, Florida 32250 THRU LOW ROOF TO BEAM BELOW: ° A307 DIAMETER FULL HEIGHT f'h. 242-0 08 Fax.241-9557 l THREADED STRAP WALL. TO BEAM %\, DED ROD, SEE DETAIL,12/S0.1 FL. CA # 8344 -SC. CA#3579 BELOW PER DETAIL ETAIL 11 /SO 2 _ A307 DIAMETER FULL HEIGHT > v THREADED ROD SE T ` (2}2X6. SPF#2 /�� E DETAIL t A2/S0.1 R ryi POST. STRAP TO », SHEATH WALL CONT. 3/a A307 DIAMETER THREADED effi" 6x6 P.T. SYP ,POST SET BELOW w CS18. n / ROD TERMINATES AT FIRST FLOOR � f� "� +Y � % THRU LOW ROOF TO t � � � (Q� TOP PLATE SEE DETAIL 12 SO.1 a ' DIRECTLY ON BEAM oo `C.Y / P a., f BEAM BELOW. BELOW. STRAP TO POST cn B» v (2)2x6 -1:/D1 x6-1 1 (2)2x8-1/2 2 2x6-1 1 2 2X1 2 , ((2)-, / ( ) / %a A307 DIAMETER THREADED . . . ( ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w ■ N BELOW w/(2)CS18 TYP. _ - ��� ROD TERMINATES AT FIRST FLOOR (95 TOP PLATE, 'SEE DETAIL 12 S0:1 r N t. / Y i SEE DETAIL 1/S1.3. � CS18 v r ST�T ao 0o co 00 >- N w: 4 SIMPSON HTT fn (n i 0 5 SEE DETAIL 15 50.1 •► e cn to O I-- / . N 4{r . U U t9 U U (l9 e r• I ... U .vers .»... � r- < N I\ W ' m l it I rar`r9 air►ro 0 2 2 X 6 SPF#2 I m rr!!®!.4,4999 : ( ) # CS18 a I w 2 2x6 SPF#2 � SIMPSON bTT2Z SEE DETAIL 15/50.1_ _POST. STRAP TO N o 0 CS18 ac POST, STRAP TO \ 1- F- Christo h r r- I � C� P le J Sabouun PE BELOW w 2 CS18. m /( ) BELOW w CS18. J w Cr I ao D SIMPSON LTT20B BEE ETAIL 15 FL PE#71461 J O " D /50.1 N i N ti x w Q cn \ rn _ I N N t I Id N w STRAP WALL TO � W REV1 IONS J � � W � DATE I I I a. WALL STUD SCHEDULE.. , CS18 GIRDER BELOW PER ¢ 1-- < X (n Q i N I �� CS18 ©BOTTOM OF STUD PLATE STUD srzE DETAIL 11 S0.2. �- , � I o / LOCATION ~ F- HEIGHT & SPACING WHERE NOTED. SEE DETALL I _, N W z z w » CS18 t- AT BOTTOM RIGHT OF PA l N O s-1 2x4 SPF#2 ® 16 D.C. W PAGE. I m EXTERIOR I-_ AF# MAX � (� I e9 I � 10,_1 2x6 SPF#2 CcD 16 O.C. � I EXTERIOR » MAX 2x4 SPF#2 0 12 D.C. w CS18 6x6 POST. STRAP _ 10'-1 TO » /2 2X1 2 EXTERIOR 2x6 SPF 2 ®1S O.C: 3 2x4 SPF 2 TO POST BELOW14 010'-D" »(POST. STRAP INTERIOR 2x4 SPF 2 0 16 O.C. I w/ (2)CS18 MAX #TO B 0W »POSEL I _ 2Xs SPF#2 � 1s D.C. _I � 12 0 # � INTERIOR » FIELD! ALTERATION �� 3 2x6 SPF#2 B S w 2 CS18. N MAX 2x4 SPF#2 @ 12 O.C. /O 2 2X 12 � CONTRACT , R SHALL CONTACT LOU( ) � I I ' X STUD NOTES! AC POST. STRAP TO OPEN TO a u) N PONTIGO &ASSOCIATES PRIOR TO X � 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING IN STRUCTURAL FIELD B E O W ) T Y R RALAR � I BELOW w 2 CS18. L N /( ) N MODIFICATONS WHICH MAY VARY - - �i 2: MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE I TENT of THE ORIGINAL l w N ) CONTRACTOR MAY INCREASE'STUD.SIZ MEET CONSTRUCTION DOCUMENTS. ANY S S .1 FOR BEAM > E To EE 3 0 / 4x4 SYP#2 POST ` FIELD ALTERATION MADE PRIOR T C) ARCHITECTURAL REQUIREMENTS. S o (' I BEING APPR VED BY LOU PONTIGO E CONN. TYPICAL m SET ON WALL BELOW. _ (TYPICAL) e W. pp I I Q 3.} SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN I YELLOW PINE ADDITIONAL AL ENGINEERING"OR STRAP w/(2)CS18.2X12 2 co IN PECTIONfEES. < N - ( } - - 4. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES: 5. FASTEN BOTTOM PLATE OF INTERIORLOAD BEARING WALLS \ I ( SEE 3/S0.1 FOR BEAM TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16 O.C. CS18 I ( MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT E N CONN. STRAP TO BELOW SHEARWALLs \/r/ I \ w CS18 TYPICAL N / (TYPICAL) CS18 Uj I COMBINED USE PANEL NOTES 7 Z �I �- `x I .. 1. EXTERIOR WALL SHEATHING AT NG SHALL BE 1 I SHEATH CONT. THRU CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST f CS18 TOP PLATE. SEE DETAIL 1 SO.1- FOR SHEATHING Ln U0, I LOWER ROOF TO 1ST /p � SPLICE LOCATIONS FOR MULTI STORY CONDITIONS L f LEVEL BOTTOM PLATE I I 2. SEE SHEET SO:D FOR WALL SHEATHING C)SPECIFICATIONS. I 3. UPPER ;MOST TOP PLATE SUPPORTING ROOF N MEMBERS SHALL BE STRAPPED AS SHOWN IN rl w DETAIL 1 SO.O o \ W SHEATH WALL CONT. THRU _ 4. INSTALL SOLE PLATEE ANCHORS PER DETAIL W LOW ROOF TO 1 ST LEVEL I 0 J 3 So.o / I BOTTOM PLATE. OVERLAP I � I,_ o Q z CS18 r FLOOR SYSTEM 12 MIN. w GENERAL NOTES S I N J J p CS18 Q� 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. Z W SEE WALL STUD SCHEDULE THIS SHEET FOR STUD n SIZES AND SPACING. AT GIRDERS AND BEAMS X' I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER W CIA, w' O PLIES. N F- -I v I 00 00 V) w [[ CD 2. SEE SHEET 50.0 FOR DL00 ROOF AN FLOOR L v , L) I SHEATHING SPECIFICATIONS. I i ' I � 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE CS18I PLIES (BEAMS, HEADER, AND STUDS .FASTEN. PLIES 00 -(2)2x6-1 1 TOGETHER PER DETAIL 2 2x6 1 1 2 2x6 1 1 6 S0.0 i �) / O / / � SHEATH WALL CONT./ THRU LOW ROOF TO 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (3)2x6 SPF#2 3 So:o W POST. STRAP TO 2 2x6 SPF#2 GIRDER BELOW. / , ' POST. STRAP TO 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 o BELOW w/( ) 2 CS18. S0.1 ATTACHMENT PER DETAIL 5 BELOW w CS18. / k Ln 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN WEEN TRUSSES,.' SEE 5A/So.t ( 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND . a _I o CS18 STRAPPINGT DETAIL CS18 STRAP w/ 10" „ END LENGTH, FASTEN I THIS END w/9 -10d. w � WALL WALL FRAMING O o w SHEATHING. EXTERIOR BEARING WALL. SECOND 2ND STORY POST SET 16d COMMONS C�? NO NAILS REQUIRED 2 2x6 SYP 2 DIRECTLY ON BEAM ( ) # IN CLEAR SPAN BLOCKING. FASTEN 8 ON CENTER FLOOR :.BELOW TRUSSES LOOK EA. END w OSB BLOCKING OR JOIST. ` W �` BET EEN." EACH _Z F MING (4 10d _TOE NAILS w ) WALL FRAMING I FLOOR SHEATHING TRUSS. E 5E S0.1 � Z ' I ' FLOOR LAN 2x4 BLOCKING'. �. Cs1s STRAP w/ 10" 2x12 BLOCKING I END LENGTH: FASTEN BETWEEN EACH AROUND POST SHEATHING. .:.Y..;...».�_.>=. = JOIST THIS END w 9-1od. I :,.:.._ DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS SEE 1 S0 .1 FLOOR UNCL R REFER TO THE ' -USS PARALLEL" ARCHITECTURAL DRAWINGS OR PORCH BEAM, ,<:. ....:: �F' CONTACT THE E.O.P. TR SEE PLAN. I ; I 12K_ CONDITION FOR L P A.N NAME D GONAL BRACING SECOND FLOOR FRAMING PLAN , TERR NO -.COASTAL.:. SCALE. 4 1/ 1 0 - I SIMPSON °h DESIGN/DRAWN/CHECKED O 2 C 18 POST TO _,�''I WATERPROOFING POST SDWC15600 SDWC15600 cs as LAP BY BUILDER ..DATE 103.07.18 EXTERIOR SCALE BEARING WAL . 1ST STORY AS NOTED POST. SEEI LPA No. I PLAN. TOLL -18-00184 CONTROL No. UJI 4573 DE DETAIL 1 CK � � SHEET Lj.. S1.3 i 1.3 SHEET 8 OF 9 I I I SOLS LEGEND L END G TS16DESIGNATES UPLIFT CONNECTION. a :-. L F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. F R SPECIFIC UPLIFT CONNECTORS,SEE PLAN.. MIN. (1)SDWC CONNECTOR. a 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O• 4.. EN USINGO 2 5T 2 H CLIPS SON 1'/," WIDE- LUMBER, PLACE CLIPS - D AGONALLY ACROSS DOUBLE TOP PLATE OTHER. FROM EACH R. C Lou 0, onti3 o_and o As ciates s) , Inc. TRUSS 420 sceola Avenue FASTENINGDETAILS LS ax. Be h Florida322 1 50 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SO CA# 3579 RAFTER TAILS Y I_ Beet SEE DETAIL. 2 8 50:2 T P. 8 / ( ) • S % 2 HTS16 `� ,••• so.1 So:2 ,� e9 2 HTS16 2 HTS16 SIM. � � ( � . q. I. .,r. tn. i i s O • w N 11 LRAFTER TAILS ,.. • • � N , SEE DETAI L _ PORCH CEILING SHEATHING7T24 � `� A E F 00 o rn` S0.2 TYP. / x 4 AT BOTTOM CHORD OF 14, / l � o u� �, o 0 0 0 0 0 e 0 0 0 0 o e O • ,2/S0.1.W W W W W W W W TRUSS w w g� pmeW,. PP 1.. P STU DIRECTLY PP �4 PP THD26Vto � BEL W TRUSS TOP PLATE TO ene�I�l Not T46 02 SDWC15600 STUD SDWC15600 Christo fi r Sabourin PE ., P � 1 THD26 THD26 EJ06' FL P E# 71 4 61 2 T45 8 T USS TIE DOWN WITH SIMPSON SDW so.1 C SIM . THD26 THD26 EJ06, S0.2 REVI IONS DATE T44: 2, Rafter to To Plate shown N\ ISOA P I Truss to To Plate similar F I �/,/SIM. P THD26 THD2 � EJ06 q; L T43 . 2 IL JI Optimal 22X� O THD26 THD26 2 HT S16r , 42 << 10 30 TH 6 THD26 SIM. T41 2 HTS16 EJ06 0 "I— ( } 2 FIELDALTERATION S0.1 ,. O THD26 CONTRACTOR SHALL CONTACT LOU STU DIRECTY L PONTIGO ASSOCIATES PRIOR TO T40 qIj • BELOW TRUSS , MAKING ANY STRUCTURAL FIELD SIM. Y Max MODIFICATIONS WHICH MAY VARY 2 FROM THE I TENT OF THE ORIGINAL N V1 I THD' -PORCH .CEILING SHEATH CONSTRUCTION DOCUMENTS. o N ING S0.1 EJ06 t— �A r� FIELD ALTE TIONS MADE PRIOR TO AT BOTT H BEING APP VEDBY LOU NTi O PO G 8 SDWC15600 PLATE LATE TO O ASSOCI TES MAY RESULT IN q EJ06 TRUSS SEE 2/S0.1. . ADDITIONAL ENGINEERING OR —?,u STUD SDWC1560O INSPECTION FEES. i EJ06XXAX Note: 1. Sloped—roof .rafters may be sloped u to and including ��_ — P Y P P 9 a 12.12 Itch and must be blydsmouth F:�_�THD p cut EJ06 2. Reference detail 4 for installation Instructions. i 2 SIM. I THD SI PSON"SDWC INSTALLATION E EJ06 So.A S ON RANG .7 z s - r SO.2 ° EJ06 V RAFTER TAILS tttt,, EmsW SEE DETAIL - C1'� W $/S0.2 (TYP.) EJ06' THD26 8 -, , EJ06 . 50.2 THD2" RAFTER TAILS - ,. W �t �. i 1 EJ06 132 SEE DETAIL fl HD2 EJ06 8/S0.2 (TYP.) z T 2 HTS16r (> STUD NOT DIRE fl • CTL.... , T 25 THD2 LOW TRUSS n 6 i z 1..1. I S I SDWC15600 y. L I 0 . LU p� 0 J03 Note. Reference detail 2a for installation angle limit J02 O o 0 0 0 0 0 o h• ( 00 r- c� N CV N N W M W W W '' W W W W �./ / 1-- H I— H f- 0 J01 S W w a C INSTALLATION I'T Rafter to Top Plate shown I (Truss to Top Plate slmdar) 8 O TS16 2 H O. �(2)HTS`I 6 0 W SO.2 RAFTER TAILS` �o STUD NOT DIRECTL Ln '1`L SEE DETAIL '°P"I BELOW TRUSS 8/SO.2 (TYP.) 11 Do not install SDWC in hatched area 00 SDWC15600 2" MIN Overhon % 9 1 1" 2 MAX.. SD WC INSTALLATION RANGE 1 ROOF TRUSS US P TRUSS ROOF RAFTER NOTES: STRAPPING NOTES PLACEMENT Rafter or Truss 72"" minimum ed e 9 distance for full ' 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING d LAN values (with or lice S ,; p may be m upper or WITH 2-12D TOENAILS 1_ SIMPSON SDWC15600 without nlate P lower plate lice SCREW UNLESS OTHERWISE NOTED P K n: DO NOT SCALE DIMENSIONS FROM THESE DPA INGS. IF A DIMENSION 15 UNCLEAR REFER TO THE Y• from. top plate ARCHITEC URAL DRAWINGS OR . „ ,� splice Offset CONTACT THE E.O.R. for full Values STUD NOT DIRECTL ROOF TRUSS PLACEMENT PLAN - BELOW TRUSS AN NAME rTERR.NO—C,ASTALSCALE: 1/4» = 1 —0» DESIGN/ RAWN/CHECKED CS AS LAP Y DATE SDWC AT PLATESPLICE TOP 03.07.18 ' SCALE S NOTED 1 LPA No. TOLL -18-00184 r CONTROL No. Uj 4573 SHEET r 1.4 s, SHEET. 9 OF 9