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1720 ATLANTIC BEACH DR - STRU. DRAWINGSTMCAL HEADER NAILING DESIGN SPEOFICATIONS USP CONNECTO�� O.131X3" TOE NAILS TYPICAL DOUBLE -TOP WNDOW 5ILL SCHEDULE PI ATF SPI IrF COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR 2014 FLORIDA BUILDING CODE - RESIDENTIAL ZONE (PSF) DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 10 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +25.6 -34.2 DESIGN LOADS: ACTUAL AND UNIFORM +22.9 -25.0 i ROOF FLOOR 100 ROOF LOADING (cd=1.25) (cd=1.00) +21.8 -2t-,.6 TOP CHORD LIVE LOAD 20 psf 40 psf Y2'0 EPDXY 42" TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf 1 r) �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 -28.8 100 +21.8 -23.9 +21.8 -2t-,.6 GARAGE DOOR PRESSURES (PSF) 11 CAR MINIMUM END FASTENER EACH END ,GARAGE +22.9 DOOR - 28.8 (8'x7') A CAR (3)2x SYP #2 GARAGE +21.8 DOOR - 23.9 (1 6*x7') Y2'0 EPDXY 42" UPLIFT TYPICAL STUD NAILING ZXt5 kD) NAILb 0" MIN. SPLI CE LENGTH CONNECTOR FASTENERS FL# CODE 0.11310" END NAILS: 2x1O, 2x`12 (7) NAILS - FASTEN ALL TOP PLATES (16) 0.131x3" NAILS SYP SPF 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS V;ENLY SPACED1 USP A35 450 450 (9)1 Odxl'/2 (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS OF .131x3 @ 12" D.C. STAGGERED. (3) @ 2x6, USP RT7 585 495 (5)8d EA. END (4) @ 2x8. SYP#2 USP RT8A 775 650 (5)10dx1'/," E END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i6"MAX. USP MTW12 1195 860 (7)10dx1'/2" E END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. USP HTW20 1450 1245 (12)10dx11/2" E END ALL WALL STUDS.. t . .-- --1 4 � A ^ � A . /n, A - Iml I . � - - -1- --- - . --- k T L SEE 5/SO.O. IUr` UNUMU UtAU LUMU 20 psf JILE. SHINULLZf) F, - -- I - f,.p - "" 1 2- USE SirffL rum ALL IUr -1-. 'BOTTOM CHORD LIVE LOAD 10 psf USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL.-\ BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/,"0 ROD TO F TG. 3. USE SYP#2 FOR ALL ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 6 4290 4290 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE.ABOVE. 1 USP HTT22 5370 5370 5/a"O ROD TO FTG. BALLOON FRAMED FULL ------- WIND LOADING: HEIGHT TO ROOF OR FLOOR J ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 "0 ROD w/ (12)16d BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD W/ 5 PSF USP PAU66 2535 %"0 ROD w/ ',12)16d PLAN. I /PERMANENT TRUSS TO TALLER STUDOw/ AND MSr MIN. DEAD LOAD CONDIT10N OF 5 PSF TOP CHORD PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER. 2 -ROWS OF 10d COMS BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1 1545 1 1455 (5)1/,"x2-`!/`, 1APCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR BY 0.75 WHEN COMBINED wl DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH w/lOd MASONRY COT NAILS @ TYPICALLY %" FULL PLATE NAILING, - 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1311x3" TOE NAILS: IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1.00 UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. (3) @ 2x4, CONNECTOR FASTENERS FL#CODE ANCHORS AT SHEARWALLS MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT SYP SPF (4) @ 2x6, tc ROOF PITCH - - - - - - - - - - - - - - - - - - - 5/12 A35 450 450 12-8dxl'/2" 10446.4 (5) 0 2x8. BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 BLOCKING ONLY REQUIRED EXPOSURE 11 C . ATEGORY - - - - - - - - - - - - - - - C DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 1147&3 INTERIOR BEARIN WALL AT SHEARWALLS AND-\ PT. SYP#2 STUCCO FINISH. SOLE PLATE. SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STLID SIZE ENCLOSURE CLASSIFICATION - - - - - - - - - - - - ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - ± .18 1 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dxl'/2" EA. END 10456.3 AND D.C. SrACING. WALL SHEATHING 11 HTS20 1450 1245 24-10dxl'/," EA. END 13872.3 CONTINUOUS BLOCKING �\-SEE DETAIL 1/SO.1 -.3 FOR SPLICING MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 W(ITHIN FLOOR SYSTEM 16d COMMONS OPTIONS. t -a -If hACTA 7t-' Onrr) 1 Q77A 1-4-4nA CA C1,111 1 ZQ71) 0 WHERE POST IS ABOVE. 0 8" 0 C --\ ,SYPfl2 DBL. HEADER, TOP PLATE. PER PLAN. F DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END tr 4-4 (1)2x4 SPF #2 (4)12d TOE NAILS RAISED! HEA!DER!j (2)2x4 SPF #2 A `fk, (3)2x SYP #2 (1)A34 + (4)12d TOE NAILS 1,< lf-O"I (3)2 1 TOE n�� SHEARWALLS WASHER EMBEDMENT EDGE SPACING SPEC. DEPTH DISTANCE Y2'0 EPDXY 42" C CARCHED T T S RANSOM 0 OPTI t PTION 0 SEE RIGHT. S WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. FOUNDATION, SEE PLAN FASTENED w/ 3-0.1311, X3 EA. END TYPICAL. SHEATHING MAY EXTEND 2" 4'-0" MIN ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END tr 4-4 (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4- (2)2x4 SPF #2 (5)12d TOE NAILS 4 8'- 4", (3)2x SYP #2 (1)A34 + (4)12d TOE NAILS 1,< lf-O"I (3)2 1 TOE n�� WALL FRAMING AT WALL FRAMING. AT SOLE PLATE ANCHOR: 18-16d TO TRUSS/BEAM FLOOR SHEATHING, PLATE CHANCE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION!S. PLATEBREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] tz r 1-5/."0 ROD TO F7G. BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HEADER CONDITION OR RAISED HEADER CONDITION, � I= fff�l SCOPE OF SERVICE HTT5 5250 4670 11496.2 - - - - - - - DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,,"0 ROD TO IFTG. 2� TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 10655.113 1 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST T \- �.O HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, 14-16d TO HEADER L SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND 1/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L - - - - i OR HOLD DOWN. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST I 3x3xY4" SLOTTED CHNIQULS, PROCEDURES, OR L (U.O.N.) SYP#2 DBL. SEE 1/so.i.-// 2YV-� ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE W1 I TH THE CONTRACT ABU44 2200 5/,,"o ROD EPDXIE) 6" MIN 10849.6 SEE 5/SO 0. WASHER PUSHED DOCUMENTS. TOP PLATE. .%//-TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY)- ABU66 2300 5/,"0 ROD EPDXIE) 6" MIN 10849.6 3x3xY4" SLOTTED FACE OF WALL. EPDXY.ITW RED HEAD A7 BLOCKING ONLY REQUIRED LIMITS OF STRUCTURAL ENGINEERING DE ?-Q��. WASHER PUSHED REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SET N/A N/A SIMPSON EPDXY-IE 11506.4 THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING /-To OUTSIDE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PAITH FOR WIND UPLIFT, 10-16d TO STUD�BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT206 1675 1675 11496.3 FOR SPLICING PLAN MEW LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS- NOT DESIGNED 1-1/2"0 ROD TO FITG. I OPTIONS. RATED SHEATHING, SHALL MEET'OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT BOUNDARY OF --- SEE GENERAL NOTES. L LLSTA12 805 1695 10-10d 13872.5 12- SHEAT � G. SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD HIN MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL Sy-'-:�TEM. CS16 1705 11705 1 EPDXIED 4" OR Y2"0x6" PT. S'YIP#2 MAX . MIN. 113-8d 10852.1 SHEATHING I TO BE SIMPSON TITEN HID. ZALL tl E M 0 ANEL D A CONTINUOUS EDGE w/ BLOCKING TO UPPER -INTERIOR BEARING REAK GENE11v L NOTES Et CONSTRUCTION SPECIFICATIONS SOLE PLATE 3 WHERE REQUIRED BY WALL: SEE SCHEDULE GENERAL NOTES. TOP PLATE. SECTION VIEW FOR STUD SIZE FLOOR --SHEATHING SPECIFICATIONS AND D.C. SPACING. 23/327 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 O.U. LDUL & FILLU ROOF SHEATHING SPECIFICAMONS: . 5aLQL Mi -L- N. 7/le", 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 4'-0" 11LE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" 0.6' FIELO (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). OF ROOF EDGE). 8d @ 3` SEE DETA ON S1.01 ARCHED TRANSQM OPTION: 2x SPF DIAGONAL BLOCKING SEE DETAILS ON S1.01 WALL SHEATHING, TO 1 SOLE PLATE I RAISE Y.' FROM BOTTOM OF SOLE I PLAN AND FASTEN SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SUPPORTED EDGES GENERAL NOTE S. . . ... . . . . . . . . . . . .. . . ... . . EXT. WALL ANCHOR SPACING SHEARWALLS WASHER EMBEDMENT EDGE SPACING SPEC. DEPTH DISTANCE Y2'0 EPDXY 42" 24" 304.229" 4- 2Y4" DROPPED HEADER FASTENED w/ 3-0.1311, X3 EA. END TYPICAL. SHEATHING MAY EXTEND 2" w/8d 0 3" D.C. EXAMPLE OF UNSUPPORTED PAST BLOCKING- WINDOW n 1- 11,11N� R--- L SYP#2 HE�ADER, PER PLANS. lif- ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. 46 , j)j"0x6" TITEN HD 42- JACK AND (UNBLOCKED) PANEL EDGE-* KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW A SEE 8/SO.O. 12" WALL FRAMING AT WALL FRAMING. AT SOLE PLATE ANCHOR: 18-16d TO TRUSS/BEAM FLOOR SHEATHING, PLATE CHANCE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION!S. PLATEBREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] tz r 1-5/."0 ROD TO F7G. BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HEADER CONDITION OR RAISED HEADER CONDITION, � I= fff�l SCOPE OF SERVICE HTT5 5250 4670 11496.2 - - - - - - - DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,,"0 ROD TO IFTG. 2� TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 10655.113 1 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST T \- �.O HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, 14-16d TO HEADER L SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND 1/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L - - - - i OR HOLD DOWN. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST I 3x3xY4" SLOTTED CHNIQULS, PROCEDURES, OR L (U.O.N.) SYP#2 DBL. SEE 1/so.i.-// 2YV-� ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE W1 I TH THE CONTRACT ABU44 2200 5/,,"o ROD EPDXIE) 6" MIN 10849.6 SEE 5/SO 0. WASHER PUSHED DOCUMENTS. TOP PLATE. .%//-TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY)- ABU66 2300 5/,"0 ROD EPDXIE) 6" MIN 10849.6 3x3xY4" SLOTTED FACE OF WALL. EPDXY.ITW RED HEAD A7 BLOCKING ONLY REQUIRED LIMITS OF STRUCTURAL ENGINEERING DE ?-Q��. WASHER PUSHED REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SET N/A N/A SIMPSON EPDXY-IE 11506.4 THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING /-To OUTSIDE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PAITH FOR WIND UPLIFT, 10-16d TO STUD�BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT206 1675 1675 11496.3 FOR SPLICING PLAN MEW LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS- NOT DESIGNED 1-1/2"0 ROD TO FITG. I OPTIONS. RATED SHEATHING, SHALL MEET'OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT BOUNDARY OF --- SEE GENERAL NOTES. L LLSTA12 805 1695 10-10d 13872.5 12- SHEAT � G. SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD HIN MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL Sy-'-:�TEM. CS16 1705 11705 1 EPDXIED 4" OR Y2"0x6" PT. S'YIP#2 MAX . MIN. 113-8d 10852.1 SHEATHING I TO BE SIMPSON TITEN HID. ZALL tl E M 0 ANEL D A CONTINUOUS EDGE w/ BLOCKING TO UPPER -INTERIOR BEARING REAK GENE11v L NOTES Et CONSTRUCTION SPECIFICATIONS SOLE PLATE 3 WHERE REQUIRED BY WALL: SEE SCHEDULE GENERAL NOTES. TOP PLATE. SECTION VIEW FOR STUD SIZE FLOOR --SHEATHING SPECIFICATIONS AND D.C. SPACING. MtIAL MIN. 1/z , Z4/10, Mr -M M/Alrl.) r-LTVVUfJU .lr1r-fA1n11NU, 11MILru) W/ u.iijxz R1111.2 >nMNr\ 11MIL3 W 0 U.U. LU.,7C CC P rILLIJ �Ml V/�DLL Ullu� WLkMr-/A3r- CUUC. 1`41AIL,zlriAutiNiu iv F u.L,. vviinjiN -t-u ur mjur r-L)f,,r-). (TYPICAL) NOTES: !G SPECIFICATIONS: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO FLEXIBLE FIN GE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FU LL HEIGHT FROM BOTTOM PLATE' TO UPPER -TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE ISH MIN. 7&% 24/16, APA OATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. ED FLEXIBLE FINISH WALL$ INCLUDE: �60D, tEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L - - - - - - - - - _j - - - - - - --- SUPPORT IS 6" O.C': MAX.�. ROOF STUCCO FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d @ 6" O.C. EIDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO LIPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR 'ECIFICATIONS: FLOOR JOISTS. SINGLE STORY MULTY STORY 3. AS AN ALTERNATE TO THE YXYXY4" PLATE WASHER, A 3"X3"X/, W/ 11/2 0 ROUND MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WIT,141M ,,�M q��P%0. 1 - 05. GROUT SHALL BEIN ACCORDANCE WITH ASTM C476 WI TH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO li" SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE U3ED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN i\ND INSTALLATION OF ALL FLASHING. SOLE PLATE ANCHOR DETAIL Et SCHEDULE TYP. WALL SECTIONS r3 I�ROOF: AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): SCALE: 3/4" 1'-0* \SO.O/ SCALE:' 3/4" V-0" 'CMU'SHALL BE: IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. 10A TH A MINIMU RESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS COITAINING VERTICAL 1\ �-O "I N THE-- 1, -EXCEEDS 5'-0". REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF C9 E OF MAS�,",` ;4!IIIC0MP-1 IWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 z'HOLLOW CONCRETE MA�SONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STA' K BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETER& ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT Nf`r�,,-- T INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 0 -- WOO" STAGG RED 0 NAIL (3) ROW OF 10d WITH #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REI RD* 41E 2 PLY 5 @ 8 C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT ��)tERTICALILY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE I qCREASED AS NOTED ON E 1/si.b. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. SIMPSON 2x4 BLOCKING 3 PLY BEAM. 024" D.C. FASTEN SDWC15600-1-1 cli CLAY MASONRY (BRICK): EACH END w SEE ROOF "�2x4 MEMBERS: /3-10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C62,'C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. -v TOENAILS. FRAMING (1) ROW OF 1 Od PLAN FOR EXTEND �SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. CONCRETE SPECIFICATIONS: CRETE SHIAL IVE S DETAILS. TO TOP Or TRUSS AS SHOWN. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CON TRENGTH OF 3000 PSI AT 8 DAYS AT 12" O.C. PROVIDE 2x4 BLOCKING 2x6 MEMBERS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI` EA. SIDE. AT HORIZONTAL JOINTS..-.,,, ROOF SHEATHING, SEE _j:1 (2) ROW OF 1 Od STUD BELOW L GENIERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS @ 4" O.C. LOWER TOP 4-10d HEEL 11-0. AT 12" D.C. STAGGERED PLATE, AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH k9CAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE WALL INTERSECTION 2x SPF BLOCKING OOFTRUSSES. 2 & 3 PLY BEAMS ORTH!2GONA� VIEW SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL SE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO.FIT- 2x4 OR 2x6 POST 2x8 POSTA CONDITIONS OF�CORNER ,.SHALL BE COMPACTED TO A MIN. OF MODIFIED PROCTOR Iq ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. CL FOLINDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOC TION FROM THE (3)ROWS OF 5" (3)ROWS OF 6Y4 - FOUNDATION PLAN SHOWN ON S1.0. RQ NbT 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 TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT !'ENGIINEER OF RECORD (EOR) SDWC`15600-�, ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS @ 24"o.c 'UNLESS OTHERWISE 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 0 48'; O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY 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 r- SIMPSON CORNER WALL INTERSECTION BAR DIAMETERS DETAILS. SHEATHING MAY SDWC1 5600 CON�DITIONS CONDITIONS SEE ROOF� SIMPSON k - CONCRETE SLABS ON GRADE& SIMPSON-/ TERMINATE AT J FRAMING 3 -PLY A -PLY NOTES: TOP OF DBL. SDWC`15�00 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 TREATMENT FOR PREVENTIOIN OF SUBTERRANEAN SDWC15600 L PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. SEE NOTE 1. --1, TOP PLATE. SEE NOTE 1. 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 CONNEC11ION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FR6MING SPECIFICATIONS: 5" < HEEL < V-101" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 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 IVASONRY, CONCRETE OR 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 SD NC 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-ENGINEERED WQOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 48" D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND Arm loo. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED NT ALL TRUSSES AS 7`\ IN LK!�L(- I IONS STUDS CONFIGURATIONS --'N ON r7 r5 ROOF TRUSS CONNECTI I INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIE31LITY OF'THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING P'R 'COMMENTARY' AND I/ �6 BUILT-UP MEMBER FASTENING 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 JSING (2) STRAPS ON �-O so. �-O SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. TRUSS TO PLATE: KING STUD TO TOP PLATE: ROOF COVERING SEECIFICATION& SDWC1 5600 SCREW. WC SCREW SID TOP PLATE TO HEADER FASTENING: 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 TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE.DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO 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 GA13LE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE� SEE DETAIL AT RIGHT. NOT REQUIRED ===4= THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES U -NN -TEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK SDWC SCREW 0 STUDS SEE PLAN- KING & JACK-/ CONNECTION STUDSSEE PLAN 24 O�C. MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL F71 Uj TYPE v\j BUILT-UP POST IN THE WALL 6 (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. -NAILS E.E. PLAfE-S SEE HEAD JR SILL S 2X6 WALL L 3f/2 x 31/2 x/,, 4- 6'-0' GABLE X -BRACE, SEE DETAIL 10/S0.1 (MIN) SCHEDULE PLA S SEE\ TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2 "XI/4 6' 8'-0' (2)2x8-1/2 HEADER SIZE, JACK AND i TRUSS TO DESIGNATES SHEARWALL. THE KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH SCOEDULE PLATE: SDU. DBL., TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS I HEAD OR SILL KING STUD TO FRAMING BELOW: 101-011 HIDDEN LINE DESIGNATES SIDE OF SCREW L5x3/2 "x/, 6 WALL THE SHEARWALL SHEATHING PLAfff-S- SEE CS18 STRAP w/6-10dxlY2" ROUGH 04N'G, SEE ARCH. 0 RIM,JOIST TP.TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP L 6 x 31/2 " X 1/4 6 12'-0" SW 3'/6" KING STUD TO BOTTOM PLATE I ATTA CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS 0 3" CHMENT CAN BE INTERIOR OR 6. + + L7x3,/,."X`4 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH._ EXTERIOR SIDE OF WALL. CEILING JOIST-;' 'OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ PLATE TO HEADER: CEILING JOIST'TO ROOF RAFTER FACE NAIL (6-16d) 8-GLIN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 'I- - Long ADJ ADJACENT LG RESISTANT COATING OF EPDXY BASED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: CABLE ENDS OR JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. VENEER BM BEAM MANUF - ManAfacture GABLE ENDS OR 2 -STORY THAN 8' OR OPENINGS LESS 24" D.C. WALLS 2X4 WALL I- a WEATHER BOT - BOTTOM MONO - Monolithic THAN 3'-6" t § 0 RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER BRG - BEARING OC On Center 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSS Oriented Strand Board HEADER FASTENING SECOM� 0 - JACK, RAFTER' TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO - Perpe-idicular DBL DOUBLE PERP - DIAMETER Pre Engineered KING STUD TO FRAMING BELOW: 0 W 1= z ROOF,RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. D.C. wl 2-/,x3" WD. DIA PRE ENG tj a 0 SCREWS INTO HEADER CS18 STRAP W/6-10DX1Yj' FACE NAIL 16d@ 16" D.C. 0 EDGE Q a (.) PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot CONT HEADER, TWO PIECES ATTACHMENT 1 HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS VERTICAL SLOTTED HOLE FOR SCREW. ;i,:=�--SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN 10, CON EOR ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. z 3. BRICK VENEER ATTACHMENT: BLOCKING FASTEN-' PLATE ANCHOR STRAP NOT REQUIRED AT THE FOLLOWING: STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS EQ EQUAL QT - Quick Ti, SOLE PLATE CONNECTOR STRAPPING NOT REQUIRED w/8 -10d COMMONS CABLE ENDS OR HORIZONTAL TIES @ 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce PER SCHEDULE -/z LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS SOLE PLATE TO JOIST/BLOCKJNG FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph HEADER,] FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot- PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS FDN FOUNDATION SPF -Spruce [line Fur IrliAlm 8 OR OPENINGS LESS NAIL SPECIFICATIONS WIND -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 0 AT ALL OPENINGS SPACE TIES WITHIN (STACKED WINDOWal THAN 3'-6" SEE SCHEDULE 3`0.131,"0 = GUN NAILS 2'xO.113"O = RINK SHANK FTG FOOTING THRU Throu h 1V,' OF OPENINGS. PROVIDE3/,,"O WEEP I (UNSTACKED WINDOWS) 0 HDR HEADER TYP Typical TYPICAL HEADER STRAPPI�G 2"xO.113"0 = 6d 2/,%0.131"0 = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SE TION MEW HORIZ - HORIZONTAL LION Unless Otherwise Noted 3%0.148"0 = 10d 3f/,%O.162"0 = 16d FLASHING. r3 a OF BRICK LINTEL LBS POUNDS VERT Vertic)l -0 ul (A 6�%Q.148"O 10dxl'/," 11/2"xO.131"0 8&11/2" WWF Welded Wire Fabric -t/-,j vfnufold /-�Venue jax. Be#h, Florida 32250 Ph. 242-0�08 , Fax. 241-9557 FL: CA # 344 SC: CA# 3579 41 No S A', VA I "'1141tults h r i s t o p h r I S a b o u r i n P E F L P E # 714 6 1 F;TVI�IONS DATEN� 11, ROM ;ION IS OR )EAN KED 23/327 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 O.U. LDUL & FILLU ROOF SHEATHING SPECIFICAMONS: . 5aLQL Mi -L- N. 7/le", 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 4'-0" 11LE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" 0.6' FIELO (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). OF ROOF EDGE). 8d @ 3` SEE DETA ON S1.01 LS SEE DETAILS ON S1.01 WALL SHEATHING, TO 1 SOLE PLATE I RAISE Y.' FROM BOTTOM OF SOLE I PLAN AND FASTEN SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SUPPORTED EDGES GENERAL NOTE S. . . ... . . . . . . . . . . . .. . . ... . . EXT. WALL ANCHOR SPACING SHEARWALLS WASHER EMBEDMENT EDGE SPACING SPEC. DEPTH DISTANCE Y2'0 EPDXY 42" 24" 304.229" 4- 2Y4" - - - w/8d 0 3" D.C. EXAMPLE OF UNSUPPORTED n 1- 11,11N� R--- lif- 46 , j)j"0x6" TITEN HD 42- 24" 3x3xO.229" 02" 2Y4" I (UNBLOCKED) PANEL EDGE-* MtIAL MIN. 1/z , Z4/10, Mr -M M/Alrl.) r-LTVVUfJU .lr1r-fA1n11NU, 11MILru) W/ u.iijxz R1111.2 >nMNr\ 11MIL3 W 0 U.U. LU.,7C CC P rILLIJ �Ml V/�DLL Ullu� WLkMr-/A3r- CUUC. 1`41AIL,zlriAutiNiu iv F u.L,. vviinjiN -t-u ur mjur r-L)f,,r-). (TYPICAL) NOTES: !G SPECIFICATIONS: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO FLEXIBLE FIN GE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FU LL HEIGHT FROM BOTTOM PLATE' TO UPPER -TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE ISH MIN. 7&% 24/16, APA OATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. ED FLEXIBLE FINISH WALL$ INCLUDE: �60D, tEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L - - - - - - - - - _j - - - - - - --- SUPPORT IS 6" O.C': MAX.�. ROOF STUCCO FINISH -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d @ 6" O.C. EIDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO LIPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR 'ECIFICATIONS: FLOOR JOISTS. SINGLE STORY MULTY STORY 3. AS AN ALTERNATE TO THE YXYXY4" PLATE WASHER, A 3"X3"X/, W/ 11/2 0 ROUND MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WIT,141M ,,�M q��P%0. 1 - 05. GROUT SHALL BEIN ACCORDANCE WITH ASTM C476 WI TH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO li" SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE U3ED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN i\ND INSTALLATION OF ALL FLASHING. SOLE PLATE ANCHOR DETAIL Et SCHEDULE TYP. WALL SECTIONS r3 I�ROOF: AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): SCALE: 3/4" 1'-0* \SO.O/ SCALE:' 3/4" V-0" 'CMU'SHALL BE: IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. 10A TH A MINIMU RESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS COITAINING VERTICAL 1\ �-O "I N THE-- 1, -EXCEEDS 5'-0". REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF C9 E OF MAS�,",` ;4!IIIC0MP-1 IWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 z'HOLLOW CONCRETE MA�SONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STA' K BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETER& ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT Nf`r�,,-- T INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 0 -- WOO" STAGG RED 0 NAIL (3) ROW OF 10d WITH #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REI RD* 41E 2 PLY 5 @ 8 C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT ��)tERTICALILY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE I qCREASED AS NOTED ON E 1/si.b. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. SIMPSON 2x4 BLOCKING 3 PLY BEAM. 024" D.C. FASTEN SDWC15600-1-1 cli CLAY MASONRY (BRICK): EACH END w SEE ROOF "�2x4 MEMBERS: /3-10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C62,'C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. -v TOENAILS. FRAMING (1) ROW OF 1 Od PLAN FOR EXTEND �SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. CONCRETE SPECIFICATIONS: CRETE SHIAL IVE S DETAILS. TO TOP Or TRUSS AS SHOWN. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CON TRENGTH OF 3000 PSI AT 8 DAYS AT 12" O.C. PROVIDE 2x4 BLOCKING 2x6 MEMBERS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI` EA. SIDE. AT HORIZONTAL JOINTS..-.,,, ROOF SHEATHING, SEE _j:1 (2) ROW OF 1 Od STUD BELOW L GENIERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS @ 4" O.C. LOWER TOP 4-10d HEEL 11-0. AT 12" D.C. STAGGERED PLATE, AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH k9CAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE WALL INTERSECTION 2x SPF BLOCKING OOFTRUSSES. 2 & 3 PLY BEAMS ORTH!2GONA� VIEW SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL SE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO.FIT- 2x4 OR 2x6 POST 2x8 POSTA CONDITIONS OF�CORNER ,.SHALL BE COMPACTED TO A MIN. OF MODIFIED PROCTOR Iq ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. CL FOLINDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOC TION FROM THE (3)ROWS OF 5" (3)ROWS OF 6Y4 - FOUNDATION PLAN SHOWN ON S1.0. RQ NbT 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 TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT !'ENGIINEER OF RECORD (EOR) SDWC`15600-�, ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS @ 24"o.c 'UNLESS OTHERWISE 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 0 48'; O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY 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 r- SIMPSON CORNER WALL INTERSECTION BAR DIAMETERS DETAILS. SHEATHING MAY SDWC1 5600 CON�DITIONS CONDITIONS SEE ROOF� SIMPSON k - CONCRETE SLABS ON GRADE& SIMPSON-/ TERMINATE AT J FRAMING 3 -PLY A -PLY NOTES: TOP OF DBL. SDWC`15�00 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 TREATMENT FOR PREVENTIOIN OF SUBTERRANEAN SDWC15600 L PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. SEE NOTE 1. --1, TOP PLATE. SEE NOTE 1. 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 CONNEC11ION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FR6MING SPECIFICATIONS: 5" < HEEL < V-101" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 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 IVASONRY, CONCRETE OR 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 SD NC 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-ENGINEERED WQOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 48" D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND Arm loo. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED NT ALL TRUSSES AS 7`\ IN LK!�L(- I IONS STUDS CONFIGURATIONS --'N ON r7 r5 ROOF TRUSS CONNECTI I INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIE31LITY OF'THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING P'R 'COMMENTARY' AND I/ �6 BUILT-UP MEMBER FASTENING 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 JSING (2) STRAPS ON �-O so. �-O SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. TRUSS TO PLATE: KING STUD TO TOP PLATE: ROOF COVERING SEECIFICATION& SDWC1 5600 SCREW. WC SCREW SID TOP PLATE TO HEADER FASTENING: 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 TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE.DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO 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 GA13LE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE� SEE DETAIL AT RIGHT. NOT REQUIRED ===4= THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES U -NN -TEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK SDWC SCREW 0 STUDS SEE PLAN- KING & JACK-/ CONNECTION STUDSSEE PLAN 24 O�C. MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL F71 Uj TYPE v\j BUILT-UP POST IN THE WALL 6 (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. -NAILS E.E. PLAfE-S SEE HEAD JR SILL S 2X6 WALL L 3f/2 x 31/2 x/,, 4- 6'-0' GABLE X -BRACE, SEE DETAIL 10/S0.1 (MIN) SCHEDULE PLA S SEE\ TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2 "XI/4 6' 8'-0' (2)2x8-1/2 HEADER SIZE, JACK AND i TRUSS TO DESIGNATES SHEARWALL. THE KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH SCOEDULE PLATE: SDU. DBL., TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS I HEAD OR SILL KING STUD TO FRAMING BELOW: 101-011 HIDDEN LINE DESIGNATES SIDE OF SCREW L5x3/2 "x/, 6 WALL THE SHEARWALL SHEATHING PLAfff-S- SEE CS18 STRAP w/6-10dxlY2" ROUGH 04N'G, SEE ARCH. 0 RIM,JOIST TP.TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP L 6 x 31/2 " X 1/4 6 12'-0" SW 3'/6" KING STUD TO BOTTOM PLATE I ATTA CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS 0 3" CHMENT CAN BE INTERIOR OR 6. + + L7x3,/,."X`4 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH._ EXTERIOR SIDE OF WALL. CEILING JOIST-;' 'OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ PLATE TO HEADER: CEILING JOIST'TO ROOF RAFTER FACE NAIL (6-16d) 8-GLIN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 'I- - Long ADJ ADJACENT LG RESISTANT COATING OF EPDXY BASED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: CABLE ENDS OR JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. VENEER BM BEAM MANUF - ManAfacture GABLE ENDS OR 2 -STORY THAN 8' OR OPENINGS LESS 24" D.C. WALLS 2X4 WALL I- a WEATHER BOT - BOTTOM MONO - Monolithic THAN 3'-6" t § 0 RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER BRG - BEARING OC On Center 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSS Oriented Strand Board HEADER FASTENING SECOM� 0 - JACK, RAFTER' TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO - Perpe-idicular DBL DOUBLE PERP - DIAMETER Pre Engineered KING STUD TO FRAMING BELOW: 0 W 1= z ROOF,RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. D.C. wl 2-/,x3" WD. DIA PRE ENG tj a 0 SCREWS INTO HEADER CS18 STRAP W/6-10DX1Yj' FACE NAIL 16d@ 16" D.C. 0 EDGE Q a (.) PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot CONT HEADER, TWO PIECES ATTACHMENT 1 HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS VERTICAL SLOTTED HOLE FOR SCREW. ;i,:=�--SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN 10, CON EOR ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. z 3. BRICK VENEER ATTACHMENT: BLOCKING FASTEN-' PLATE ANCHOR STRAP NOT REQUIRED AT THE FOLLOWING: STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS EQ EQUAL QT - Quick Ti, SOLE PLATE CONNECTOR STRAPPING NOT REQUIRED w/8 -10d COMMONS CABLE ENDS OR HORIZONTAL TIES @ 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce PER SCHEDULE -/z LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS SOLE PLATE TO JOIST/BLOCKJNG FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph HEADER,] FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot- PACK. OMIT IF SHEARWALL- UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS FDN FOUNDATION SPF -Spruce [line Fur IrliAlm 8 OR OPENINGS LESS NAIL SPECIFICATIONS WIND -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 0 AT ALL OPENINGS SPACE TIES WITHIN (STACKED WINDOWal THAN 3'-6" SEE SCHEDULE 3`0.131,"0 = GUN NAILS 2'xO.113"O = RINK SHANK FTG FOOTING THRU Throu h 1V,' OF OPENINGS. PROVIDE3/,,"O WEEP I (UNSTACKED WINDOWS) 0 HDR HEADER TYP Typical TYPICAL HEADER STRAPPI�G 2"xO.113"0 = 6d 2/,%0.131"0 = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SE TION MEW HORIZ - HORIZONTAL LION Unless Otherwise Noted 3%0.148"0 = 10d 3f/,%O.162"0 = 16d FLASHING. r3 a OF BRICK LINTEL LBS POUNDS VERT Vertic)l -0 ul (A 6�%Q.148"O 10dxl'/," 11/2"xO.131"0 8&11/2" WWF Welded Wire Fabric -t/-,j vfnufold /-�Venue jax. Be#h, Florida 32250 Ph. 242-0�08 , Fax. 241-9557 FL: CA # 344 SC: CA# 3579 41 No S A', VA I "'1141tults h r i s t o p h r I S a b o u r i n P E F L P E # 714 6 1 F;TVI�IONS DATEN� 11, ROM ;ION IS OR )EAN KED 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.0 FASTENED TO TOP WALL SHEATHI G STUD WALL FRAMING PLATE w/ 10d 0 3"- O.0 8d COMMON WIRE NAILS ' �; w/ 2x SOLID BLOCKING. TO BLOCKING 0 3" O.C. 1 AT SHEATHING EDGE 6, ' BLOCKING ONLY REQUIRED DBL TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. / IA TRUSS. ATTACH AT EACH WALL STUCCO FINISH 5-8d COM P RCH SHEATHING, HEADER S E SPECIFICATIONS I ° °I STUD w/ 3-16 NAILS AT EA. EACH SIDE END PORCH OF SPLICE 16d COMMONS I B LOW I ,i HEADER,FRAMING INTERSECTION. (MIN. OF 16d COMMONS „ 2x4 SYP#2 HORIZ. BRACING I . 8 -GUN NAILS .0 6-16d BETWEEN EACH TRUSS 0 8" O.C. SHEATHING SPLICE 0 8 O.C. If „ - I 24 O.C. BETWEEN OUTER WALL HEADER & SUPPORT SEE PLAN. ) PORCH PARALLEL, FULL HEIGHT & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 I ? I WALL ANCHOR OR DTT2Z ' CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w 3-0.131x3" NAILS PERPENDICULAR I - STRAPS MIN. PERPENDICIULAR TRUSS / _ BOARD (TYP) II HOLD DOWN AT (2)2x4 WOOD + . BOARD (TYP) ,I 3' O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B it EACH SIDE FLOOR TO PORCH HEADER, WALL FLOOR FLOOR ___ _ OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES I 24Erl" 16 GUAGE POST BASE: OR JOIST. 2x4 SYP 2 STRAP w/11- POT 24" 16 GUAGE 4x4 POST-ABU44 , STUD WALL FRAMING OR JOIST. SHEATHING SPLICE # I " BELOW S -r 6x6 POST: ABU66 w 2x SOLID BLOCKING S DIAGONAL 10dx1Yz EA. END .TRAP w/11 � I / LSTA12 FOLDED OVER TOP AT SHEATHING EDGE FASTEN EA. 10dx1Yz» EA. END' � -- DOUBLE TOP PLATE 8d COMMON WIRE NAILS END w PLATE w/5 -10d ::NAILS � I OSB or PLYWOOD / ` PORCH. CONTINUOUS OVER _ TO BLOCKING 0 3" O.C.3/a " 3-10d COMMONS _ INTO TOP PLATE & 5 10d I ARD I PORCH HEADER, SLAB „ HEADER / I \ RIM BO Ya --- ---- 6 NAILS INTO BEAM. SPACE -z-==-�-----=-----=- SHORTER THAN SEE PLAN T 1 - MAX 1 jGjlZ S 6 0 48 O.C. OMIT IF WALLFLOOR SYSTEM. ALIGN CEILING s » -/ TRAPS SHEATHING IS 'INSTALLED\WALL WALL FRAMING , WALL FRAMING MSTA24 RODVERTICAL JOINTS WITH LINE ON FACE OF BEAM „ROOF TRUSS;,STRAPS EPDXIED 6 MIN IOR JOIST WALL SHEATHING \ {SHEATHING SPLICE II i iFOR P RPEN LAR JOINTSINSTALL FLOOR TO°°FLOOR STRAPPING PER ": PLAN VI PLAN VIEW OF ELEVATION VIEW OF TRUSS CONNECTION BL1TeItING ONLY RE5-8d COM 8-GUN°°P HE PORCH HEADER PORCH HEADER SEE DETAIL B ABOVAT SHEARWALLEACH SIDE OPTION 1 OR 2 X NAILS CONTINUOUS 2x6 SYP 2 I AT CORNER P ST AT POST STUCCO FINISH OF SPLICE ;_ �� FULL HEIGHT LEDGER FASTEN WITH OPTION >1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. APA RIM BOARD OPTION FLOOR TRUSS' PARALLEL PORCH SHE • OVER LAP SHEATHING HOLD DOWN AT MIN. (2)2x4 WOOD " GYPSUM WA R PROOF:' GREEN BOARD, w 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST /2 ( / BELOW. & (1) ADJ. PARALLEL TRUSS OR OPTION B NOTE 1: TO PORCH HEADER. 3 » L CONTRACTOR MAY 'CHOOSE OPTION':"1 2 OR 3. /e (OR GREATS) OSB OR LYWOOD, w/ 8d COMMON NAILS 0 6 O.C. EDGE AND FIELD DETAIL A 2. CONTRACTOR SHALL. OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED u STRAPPING OPTIONS I : TO FLOOR WALL SHEATHING AND STRA G L P 4 WALL ADJ. TO ROOF CONNECTION 1 FLOOR 2 TYPICAL PQCH FRAMING DETAILS 3 TIFPICA ORCH BEAM CONNECTION WHEN_ ) OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 0,1 1 SsD' AND WALL SHEATHING AND STUD FRAMING. �v. I i SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE: i IF TRUSS R " FACTION EXCEEDS STUDS ROOF TRUSS. 230016 DIRECCTLDY BENIEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS A F A R00 .� 2-SIMPSON H2.5T. TRUSS. 60T. CHORD w/ 0.731x3 C� 3 O.C. A ROOF II II I�I A ///IB fc� B 2x4 SYP#2 CATS AT 12 FLOOR OR FASTENED TO SHEATHING 'w/ 8d 0 3 O.C. - - - - ----- _ - - - O.C. FASTENED TO TOP ROOF TRUSS: TRUSS: SDWC 15600 _ _ _ _ - _ _ - - - - - - - _ _ - I 11'/a" SHEATHING FASTENED TO II PLATE w/ 4-0.131x3' MAX. ,. ®32"' O.C. II a II II I COMMON. TOP PLATE w/ 10d 0 3 O.C. SCREWS p` SHEARWALL 16" MAX. OSB WALL ` g 2x SYP#2 CONT. ATTACH B C B C D DI&\ D D --V FASTEN CATS EACH END w/ SHEATHING C C TO TOP PLATE AND TRUSS 3-0.131x3' COMMON TOE NAILS T, rl 7 W/ 0.131x3' ® 3' 0:,. EDGE OF 74 I 2x MAY OVERHANG TOP PLATE. SHEARWALL--/ C SHEARWALL ,OR SHEARWALL EXTERIOR WALL 8d@3I 6" SW 8d@3"/6" PERFORATED S EARWALL SEGMENTED SHEARWALL STRAP KING POST To ti Uu ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-cs16 STRAP KING POST To � O U TO L0 STUDS QA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 �a OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. SW 8d3 6- (2) C 8 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED: STRAPS WHEN FULL HEIGHT- __ __ __.:. _ - rouccl- FLOOR ANCHORS ARE NOT USED 10 NAILER w/ (1) ROW 8d# 0 3„ T0 0P T O.C. FASTEN CONNECTION CALL OUT ,:r ..- ;�: < ;- '; �. 3. ,. ; ,,. SPF 2x4 2 CONTINUOUS - LEDGER FASTENED -SEE PLAN C -ENO STUDS T FOUNDATION B -END STUDS TO FOUNDATION PLATE w/ (2) ROWS OF 8d 0 3» O.C. WASHER SPED i' '/is OSB =, ;, BLOCKING `I 'I TRUSS WEBS WITH / 3-0.131113" TO BACKSIDE OF WEB. 2x2x'/," CC - PLATE A• QC -SOLE PLATE ANCHORS 5 8 5/8 / EACH END w/3 -10d WALL STUDS WALL STUDS "OR 2 2x6 OR 2 2x4 SYP 2 LEDGER, TOENAILS O O # <: PANEL » 3x3x /4 w 2Y' 3» 2 SHEARWALL NOTES: SEE SCM DULE CJD 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 1: 2x4 SPF 1.< I FLOOR COMMON. LFAS 4-12d NAILS AT EACH RAFTER. 1. AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED I ALL AROUND -' =- _ FRAMING CONTRACTOR CHOOSE MAY A,B,C,D, OR G. SHEARWALL NOTES 1. PROVIDE 3/16" OSB SHEATHING " WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TO TRUSS BOT. CHORD w/ , � LOCATION. IF MORE THAN (1) LATERAL _ FASTEN CATS EACH END w 1,, / 2x4 SYP 2 CATS AT 12 # BRACE IS NEEDED, OVERLAP BRACE PROVIDE 2x BLOCKING AT LL PANEL EDGES. - „ (2) ROWS 0.131x3 3 O.C. h I INTERIOR AS SHOWN. _ " „ 3-0.131x3 NAILS 0 6 O.C. O.C. FASTENED TO TOP 2, ISE ALTERNATE A. I SHEARWALL. ANGLE PLATE w/ 4-0.131x3" AT XTERIOR WALLS 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF? SHEARWALLS: KING & JACK STUDS AT HEADERS MAY SERVE AS SW -2 SHEARWALL OR COMMON. END NG BETWEEN ROOF END POSTS FOR SW. *' TO EACH STUD PER ATTACH TO EACH STUD THESE STRAPS I. AND LEDGER TO ROOF MEMBER. SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 5-16d NAILS �.,��_.__ ..... TRII cFc BLOCKING WHEN OVERFRAME' HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B -SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.o.N) CAILKIUK WALL ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR $IN TO ROOF OR FLOOR'°TRUSSES PER 5/S0,1 3. USEI ALTERNATE " s" ALTERNATE -1 E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING`BELOW'.SHEARWALL PER DETAILS ON S1:0 ATTACHMENT 6 TYP4CAL S EARWALL ELEVATION 7 HEADER TIE DOWN 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR a1. 'PROVIDE SOLID BL -0 KING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SO.1 THIS DETAIL ONLY :APPLIES WHEN NOTED, ON PLAN 4 �s, 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 8d COMMON NAILS - CONNECTION CALL OUT UPLIFT CONNECTOR ROOF NAILS (TY D.) YP0#C OUTLOOKERS AT 3" O.C.(TYP) (1)CS6 STRAPS D TRUSS WASHER SPED EMBEDMENT DEPTH ®24 2x4 BLOCKING. FASTEN TO BACKSIDE OF WEB. 2x2x'/," 4» 4" 2" 3- 5 8 5/8 / EACH END w/3 -10d WALL STUDS WALL STUDS "OR 2 2x6 OR 2 2x4 SYP 2 LEDGER, TOENAILS O O # » /a » 3x3x /4 7.5" 12" 2Y' 3» 2 H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. „ AT 16 O.C. AT 16 O.C. EN TO ROOF FRAMING BELOW BRACING APPLIED TO MONO STEM LFAS 4-12d NAILS AT EACH RAFTER. FRONT SIDE OF WEBS. 6-10d ROOF SHEATHINGCOMMONS TRUSS SHOP DRAWING FORQ TY. AND OVERFRAME RAFTERS SEE PLAN.,2X6ROOF LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. TRUSS ROOF TRUSS ANGLE . SIMPSON H3 w/ 10-8d COMMON 1 BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER TO EACH STUD PER ATTACH TO EACH STUD THESE STRAPS I. AND LEDGER TO ROOF MEMBER. SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4' T -BRACE. ONLY WALL SHEATHING P G U BLOCKING WHEN OVERFRAME' REQUIRED FOR BRACE GABLE END TRUSS. A-SINGLE LEDGER B -DOUBLE LEDGER RAFTER LENGTH A T. TO OV= LENGTHS > 81-D". LESS THAN 4'-0" PRODIDE MTS12 OR GS16 DIRECTLYI VERTICAL VERTICAL - I FAS TEN w 10d COMMONS / 0 6' ON -CENTER • 2X4 #2 SYP BLOCK ®EACH REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER... BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH AND ROOF » MEMBER. 0-775 2x6 w `5 0.131x3 - 1 '" / 1850-2345 2x8 w/ 6 /a '0x6" SDS SCREWS I I END W 3-10d TOENAILS 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ "6x6" SDS SCREWS / 8- /a BOCK TO DBL TOP 1251-1540 2x10 w 10-0:131x3" / I • a PLT W/ 2-H2.5T 1540-1850 2x12 w/ 12-0.1310" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT ITO LEDGER A NOES: WHERE A LEDGER IS INDICATED TIE IN OF OVERFRAME RAFTERS TO TRUSS 'FRAMING. ON PLAN AND NO TRUSSES BEAR AT THALLOCATION, 1 0.131x3" TOE NAILS 0 8"O.C. .OM BOT. CHORD OF TRUSS. .... .HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS6 STRAPS D 4 TRUSSES APPLIED WASHER SPED EMBEDMENT DEPTH EDGE DISTANCE 3/8 TO BACKSIDE OF WEB. 2x2x'/," 4» 4" 2" 3- 5 8 5/8 / 3/a "� » /a » 3x3x /4 7.5" 12" 2Y' 3» 2 BRACING APPLIED TO MONO STEM FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FORQ TY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. .HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (1)CS6 STRAPS D - FULL HGT THREADED ROD SE' PLAN E OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING' NOTES AN_D:SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.} BRACING LUMBER SHALL INTERSECT I I°I THE WEB OF THE BRACED TRUSS PER I,I DELEGATED TRUSS ENGINEER. II 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP I°I DRAWINGS. THE CONTRACTOR SHALL I,I PROVIDE 1x4 SYP#3 OR BETTER II T -BRACE -FASTENED TOBOTTOM CHORD- BRACING I•I PERPENDICULAR TO TRUSS BOTTOM WEB w/, T2d @ 6"O:C. I I CHORDS AND ATTACHED TO EACH T -BRACE TO BE THE I^I TRUS WITH 2-8d COMMON NAILS. AT SAME SIZ ,E SPECIES, AND GRAAS WEB I I GABLE END WALLS PROVIDE DIAGONALS A TO E BRACED. I°i AT END WALLS PROVIDE DIAGONALS I APPROXIMATELY 45% I ( ) TO THE ADJACENT EXTERIOR PERPENDICULAR °I °I WALL `BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING C° MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS, ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ; DBL. TOP PLATE DIAGONALS IN THE EN BOTTOM CHORD BRACING PROVIDE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I D SPACE 2x4x6' SYP#2 LATERAL BRACE EA. fs BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOES. _ LINE OF BOTTOM CHORD BRACING 8 10d tAT A • LSTA12 ®48" O.C.0 X-BRACE w/ 2-16d INTO BOTTOM I C DBL TOP PLT MAXIMUM SPACING OF 20 FEET. COMMONS TO GABLE TRUSS BOTTOM CHORD W CHORD OF EA. TRUSS. ;' „ / SDWC15600 0 36 O.C. OMIT IF PERMANENT BRACING LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING 11 R NT TRUSS RAC G 8 9 WHEN WHEN SHEATHING OVERLAPS GABLE 12 MIN OTED OTEO _ » TRUSS TO LEDGER CONNECTION BY TRUSS „ » S0.1 SCALE. 3 4 - 1 -0 S0.1 S0.1 USE THIS DETAIL TO .FASTEN OVERFRAMED ROOFS, VALLEYS,. ETC. S0.1 NOT S. 1. SPACE GABLE END BRACING 0 4 6 MAX: - / , MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY „; MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDSITS - TO SISTERTAABLE ITS TO SISTER TAABLE D' - � GIRDER TRUSS FULL HEIGHT MIN 2 PLY 36 LONG STUD 36 LONG STUD OR BEAM GIRDER TRUSS WASHER '_ ' PLAN C•} �X I .: j OR BEAM 1 MSTH STRAPS '? :,,. ANCHORING SPECIFICATIONS O STUD FASTEN w 12- FASTEN w 12- 0N / �T\1 / O V OVER . P PLATE I » FO 2 MSTA24 STRAPS » O I I 0.131x3 U , a 0.1'31x3 GUN GUN NAILS � L SIMPSON HTT5 OR ' ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN 18-lOd FOLD OVER TOP PLATE I I DOUBLE FULL HT. I NAILS SOLE SYSTEM SHALL CONSIST OF 3fi 0 A307 THREADED FASEN w 18-1 Od HDU5. 'FASTEN= I 1 I I (2) TS12 FU ANCHOR / LL HT. TOP PLATE. RODS, ORIENTED VERTICALLY AND 'ATTACHED TO THE 1 26-10d COMONS, I i o, II UPLIFT PLATE' ANCHOR, - FOUNDATION AND TO THE UPPERMOST PLATE AT THE P CONNECTOR II SIMPSON DTT2Z II . DOUBLE TO LOCATIONS INDICATED IN THESE DOCUMENTS. I i SEE PLAN » ABOVE .. I _ 1 . PLATE TOP PLATE PROVIDE A 2"x 2"x STEEL WASHER. „ I w/8 Ya x1Y2 I WALL STUD 3 FASTEN WITH A NUT AND ALLOW' AT LEAST 3 (I SDS SCREWS I I J I 1 o SIMPSON FULL HEIGHT OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT: TYP.) . . I L ®. ( FUL _ WEIGHT I I (2)H2.5T (2)H2.5T MINIMUM 2 PLY 1 LTT20B THREADED ROD ROD i FULL HEIGHT _ . ROD INSTALLATION. AT AL TE' PENETRATIONS STUD WITHIN 6 OF L PLA MINIMUM I Y2 THREADED ROD, I � I » II MINIMUM THREADED ROD _. PROVIDE A HOLE IN THE PLATE: /a .LARGER THAN THE u I - .. 2 PLY „ I EPDXIED 4 MIN OF I • GIRDER SEE PLAN SEE PLAN d DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD " THREADED I I ( ) 2 PLY AT 2ND STORY ELEVATION AT 2ND STORY I ° I ° STUD J Y2x6 TITEN HD I STUD STUDS PROVIDE ' � SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER � COUPLER TIGHT ;. ROD EPDXIED I ° ° 1 ,, I Q q STUDS PROVIDE I I THREADED R (SIMPSON CNW R EQUAL) MAY BE USED IN CASES ' I I Y2 OD - 2 CS1$ STRAPS STEEL COUPLER I ( N 0 Q ) AGAINST PLATE 1 CS18 STRAPS 7.5 MIN I I „ I° i EPDXIED 4 MIN OR F STUDS WHERE ONE CONTINUOUS `ROD IS UNFEASIBLE. THE ) AT BASE 0 S D C � I O FULL HT. _ R- AT BASE OF STUDS OPTIONAL, LOCATE y. I - I » ( _- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER ,� I I x6 TITEN HD FLOOR TO FLOOR AS NEEDED ANCHOR -- IN HOLE. RODS MAY BE SLANTEDFROMTRUE(FLOOR TO FLOOR) I� 1) ( ) VERTICAL Y A MAXIMUM OF 2 INCHES IN 10 FEET TO %" RODS - THD37634RC (%"x04' ) MINIMUM AT SILL PLATE AT TOP PLATE Bf i 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. x STUD 3/" ROD -DTT2Z \'.._ FLOOR FRAMING FULL HEIGHT THREADED ROD -- - FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH E FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C Q E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPED EMBEDMENT DEPTH EDGE DISTANCE 3/8 14"o 1/2 "0 2x2x'/," 4» 4" 2" 3- 5 8 5/8 / 3/a "� » /a » 3x3x /4 7.5" 12" 2Y' 3» 2 MONO STEM MONO STEM THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 7 $, - SECURED .OVER THE WASHER TO A SNUG -TIGHT W/8- X"Xl �" HTT5 ' S,'3 ROD =HTT5 CONDITION PLUS ONE-HALF TURN OF A STANDARD � TRENCH (APPROXIMATELY 30 FT.-I.BS. OF TORQUE). SDS SCREWS BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. DUE TO SHRINKAGE AND COMPRESSION OF BUILDING,. CONTRACTORS SHALL RE -TIGHTEN: NUT TO 30 FT. -LB's. OF TORQUE AFTER ALL 1RAOES ARE COMPUTE AND PRIOR TO INSULATION. t `► OXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 Or HDU5TD T2Z LTT20B DRILLED & EPDXY ANCHORED. SEE INSTALLATION V ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2' L.l CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENrs " FULL HEIGHT ROD 5 " FULL HEIGHT ROD FULL HEIGHT TIR CONVENTIONAL f FULL HEIGHT ANCHOR'S WALL SECTION THREADED ROD INSTALLATION CHART 3 LL /8 FULL HEIGHT ROD ALTERNATE HOLD DOWN ATTACHMENT DETAIL 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT 74 FULL HEIGHT THREADED ROD 15 1 GIRDER/ BEAM STRAPPING WHEN 6 .1 OTED IL ONLY APPLIES WHEN ..NOTED PLAN 50:1 SO S0.1 1 S0,1 THIS DETAIL ON ALTERNATE SOS. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I I 1 r ``,�,�+��••• • r!'± • r ii**• 9� iii r �'.• rCEk % -. v i �0. i M �•O�; S J o 1 �l++r►reyxtt+ Christopher) S a b o u r i n PE FL PE#71461 I L TYPICAL I FRAMING i DETAIL S I j DO NOT SC LE DIMENSIONS FROM. THESE DRAVyINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME I DAVENPORT - CARIBBEAN DESIGNlDRAWN/CHECKED SHEET` 2 OF" 9 J l i I i, - I I j OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE ,5 TOP PLATE. OVERLAP SIDEWALL .. . -:: ALWAYS PLACE °: L, `,. :� }t•�s�: TOP .PLATE : - ALWAYS PLACE HEADER AT HEADER AT .. _ TOP OF ROUGH , .. TOP OF ROUGH OPENING OPENING .: - 5/,"0 THREADED ROD ... . GARAGE _ . _ - 2 20 a STRAPS HEADER w 3x3x / PLATE O 9 FADE / , - - - - ". HEADER TO JACK ,• 2 20 a STRAPS : / ALWAYS PLACE O 9 T • ALW GOAL POST. FASTEN TO STUD . . HTT W > 5 e , HEADER TO JACK / /s THREADED ROD HE AT PACK WITH 2—ROWS OF 16d s t/z Lo » THREADED ROD » TOP OF ROUGH RING SHANK NAILS ® 12 O.C. MAX EPDXIED 12 u o n t i g o a n d EPDXIED 12 0' Associates, Inc. 2 209a STRAPS OPENING In. EXTEND HEADER TO JACK ATTACH GARAGE DOOR THRU .. .. ND HEADER TO L' A 2 2x4 BLOCKING _ LEXTEND HEADER TO 4 0.1 1x3 - / / FAR .SIDE OF -WALL 3 TOE NAILS 2 EA. SIDE 420 S T UPRIGHT BUCK DIRECTLY INTO • • ( ) ceola Avenue 2 2x6 KING STUDS FAR SIDE OF WALL x ( ) 6 6 POST AS SHOWN. 2x4 OUTLOOKER HTT5 W/ STUD PACK, PER GARAGE DOOR -_ , H3 O -EA. NOTE A Jax. Beach, Florida 32250 » (2)2x6 (2)2x6 SPF 2 AS SHOWN:` o 0 THREADED ROD 6 6 6 OUTLOOKER ATI 24 O.C. PLACE GABLE END TRUSS (2)2x6 JACK STUDS SUPPLIER JACKS „ „ Ph. 242-0908 Fax. 241-9557 .EPDXIED 12" .:. .. EA 4 —0 x4 —0 PIECE OF WALL TO THE INT. FACE OF AND (1) _ _ BALLOON FRAMED WALL FL. CA # $344 SC. CA# 3579 o - 4 0x4 0 PIECE OF WALL - -' SHEATING INSTALL. AT UPPER �RDOF , ST KING. UD SPACING, SEE SHEATHING AND FASTEN .TRUSS TOP :. SHEATING INSTALL AT UPPER 2 2x CORNER 1"BELOW GARAGE HEADER HTT5 W : ��, „ HTT5-W� ( ) 6 FRAMING'PLAN A ! AND BOTTOM CHORD T / ,� » ,: Q� S 0 : D TAIL A ., E i CORNER 1 BELOW GARAGE HEADER JACKS ,� ,. ON EXTERIOR STUD TRIMED AS SCHEDULE. BALLOON FRAMED WALL x STUD CORNER � THREADED ROD ( 2 2 THREADED ROD ;I , -I 5/8 5 12d TOE o ;o .:. .. DETAIL A_ .. .. � I » ;,,I ON EXTERIOR STUD TRIMED AS � AND (1) Lu SHOWN STUDS w 2-0.131X3"I EPDXIED 12 ❑ , ( EPDXIED, ) NAILS EACH / ////j)j 2x4 BLOCKING AT M2 a a 6 6 a ;;.I .. . �. ... 1 G LJ SHOWN KING. ... :. » NAILS AT EA. STUD. sl ) 48 O.C. BETWEEN TRUSS SOLE PLATE tick ,, P.T. FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST R ", w .. :: I. INTERIOR TRU ST SEATING TO HEADER d COMMON X NAILS IN 3 GRID PATTERN AS SHOWN SS GARAGE HTT5 w/ FASTEN H w/ 8 M Q$ GALV BO L SH W AND 3 O.0 IN ALL FRAMING ,�•r .,, fig, PLATE + s SOLE PL „ HTT5. w/ " , FASTEN GABLE END �A, FLOOR ANCHOR THREADED ROD 1N 3 RID PATTERN AS .SHOWN AND 3 O.0 IN ALL FRAMING STUDS BLOCKING &SILLS TYP. " THREADED ROD ( ) ! TRUSS w/ FULL HL � ��'YS `�� •�� o " (STUDS, BLOCKING & SILLS TYP. r ''�' • �% 3 EPDXIED 12 „ ( ) ANCHOR AND HA4 • c*: SOLE PLATE �, < a EPDXIED 12 • f M - � a .. EA: ENR � : N . • • t71 y a\ _.a / .+ TION - _ _ _ 7 ANCHOR GARAGE .WING WALL SEC .. DOUBLE BLOCKIN s A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w 3-16d SINKERS : • • , GAT PANEL JOINT, NAILED TOGETHER w/ 3 16d SINKERS- = , �. THICKENED SLAB EDGE : / AT GARAGE OPENING. 6x6 POST WITH AB = N .. 0 THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN - -%" r -E » w/ THREADED ROD I ._ • •I o _. NOTES. .,. STUDS DRILLED AND EPDXIED w 12 EMBEDMENT & 3x3x / WASHER: �l " ��'• •• := r-+ / a EPDXIED 12 MIN_ I '•:ia �• Q,•� ,� 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING, ��` SAL GARAGE WING WALL ELEVATION CONVENTIONAL SW ANCHOR ;PER SCHEDULE. NO FULL HEIGHT ANCHOR Christo h' r J Sabourin PE REQUIRED. I P K FL`PE#71461 REVISIONS GARAGE PORTAL. WING WALL GARAGE WIN WALL �� DATE 1 GARAGE HEADER FRAMING 2 ORS 3 G RAG G A FRAMING LESS THAN 12 4 BALLOON FRAMED GABLE END EN wflay DYED o�Eo S0.2 OTEO S0:2 THIS DETAIL ONLY APPLIES WHEN. NOTED ON PLAN S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I , ! f 41 SPLICE 2x6 x 4'-6" P.T. SYP NO.2 AFTER TAIL TO EACH ROOF j EXPOSED RAFTER PORCH BEAM SUPPORT POST 4 O.C. , TRUSS 0 2 JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, — AT DOOR 2x4 P.T. SYP No.2 AT DOOR USE (2)2x4 SPF#2 SUPPORT. MIN. 2 2x4 PT SYP 2 BLOCKING/CLOSURE FASTEN 3, w/ 3-12d TOE NAILS. RIP IF 6x6 IS SPECIFIED ON PLAN, WALL � �—� 24" MAX: 0. DOWN TO REQUIRED DEPTH USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE-ENGINEERED FIELD ALTERATION 12 MIN. WOOD ROOF TRUS E5. ' RATED WALL SHEATHING w/ r S » » » » CONTRACTOR SHALL CONTACT LOU - --r ATTACH PORCH BEAM TO =1 xt 12d COMMON Ya x3Yz 8d � 6 O. C: EDGE &FIELD. A C P CS18 w 7 d Yz ,, � � PONTIGo � AssoclATEs PRIOR TO TT / ,. . PLAN VIEW PLAN VIEW SIMPSON L 20B I •, WIRE NAILS I , TAPCON , SUPPORT POST w 2 HTS20. EACH END 48 „ � MAKING ANY sTRUcruaaL FIELD /O RECESSED IN SLAB o 0 4 O,C. SCREW , -. +,. / MODIFICATIONS WHICH MAY VARY ,. O.C. STRAP AN BE W THREADED , I STAGGERED o FROM THE INTENT OF THE ORIGINAL /� • j�j ATTACH SUPPORT POST TO INSTALLED ETHER ,a �• li »:CONSTRUCTION O ROD EPDXIED 4 SOLE PLATE DOCUMENTS. ANY I FOUNDATION WITH HTT4 FACE OF 5 D CS?8 w/7-10dx1}� ANCHOR » : z .FIELD ALTER(JATIONS MADE PRIOR TO s EACH END 0 48 + W/ /g OX6 EMBED EPDXY ROD. U.O.N. g BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN SYP#2 PT SOLE PLATE _ UPLIFT 1.. I� O.C. STRAP CAN BE ADDITIONAL ENGINEERING OR CONC. CONC. p INSTALLED EITHER BOX COLUMN I INSPECTION FEES. SLAB SLAB FACE OF STUD CONNECTOR MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ®'3 FLOOR WATER PROOFING AT LOWER PORTION OF TRUSSES TRUSSES TRUSSES DOUBLE !i ! ELEVATION VIEW ELEVATION VIEW OR JOIST. 0 JOIST. OR JOIST. + TOP PLATE BOX COLUMN BY BUILDER 1,_4„ IF PT MATERIAL IS NOT USED. I x.OPTION B SEE OPTION A OPTION B OPTION A OVERLAP BEAMPLAN STRAPPING SHEATHING OPTION C DROPPED BEAM U 5 FRONT ENTRY JAMB FASTENING 6 BOX COLUMN DETAIL WHEN 7 WALL STRAPPING OVA BEAM a RAFTER TAIL DETIAL wHEN DYED 0TEO SD. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SD. THIS DETAIL ONLY APPLIES WHEN NO DON PLAN S0. KING STUD TO TOP PLATE: Uj SD WC15600 ' SCREW.Uj t .•` z gDWC15 00 SCIREW. I ® 32" O.C. ; �+ S STUD TO TOP PLATE. TUD TO TOP PLATE. � I SOWC45600 SCREW. SDWC15600 SCREW. " " ®32 O.C. ®32 O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: 4< BOT P TO S SDWC15600 SCREW.rl Y"x3Xz LAG SCREW ® 32 O.C. :. :ADER TO JACK STUD: D WITH ROUND WASHER ' 1 MSTA24 AT EACH FLOOR TRUSS � I I I I li I I _ I _I J OT PLATE TO FRAMING QQT PLATE TO FRAMING 8 LA ) W BELOW.. CS180 32 O.C. �ELQdL CS18` 32 O.C. I STUD TO BOT PLATE. 00 ! SDWC156: ,. - 00 SCREW. ,. TRUSSES PERPENDICULAR TO WALL ABOVE " " ® 32 O.C. ;. • LAG SCREW , Y4 x33 : WITH RO ND WASHER m " W 24 _O.C. I 0 ! I • I TRUSS OR BEAM PARALLEL TO WALL ABOVE � I s WALL STRAPPING DETAIL 1a WALL STRAPPING DETAIL -1 WALL STRAPPING DETAIL I WHEN WHENEN j DYED DYED TED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTE ON PLAN SQ. THIS DETAIL ONLY APPLIES. WHEN NOTED ON PLAN. ' I I IMISC I FRAMING - I DETAILS x I } DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE x' ARCHITECTURAL DRAWINGS OR CONjrACT THE E.O.R. ['AN NAME DAVENPORT — CARIBBEAN DESIGN/BRAWN/CHECKED I CS KM LAP j I DATE I I 110.03.17 SCALE AS NOTED ? 1 LPA No. TOLL -17-00904 CONTROL No. Uj 3710 �. SHEET LL.. ! I SHEIEIT3 OF I , I : I 77,-0 5 8 SYMtiULS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE -� INTERIOR LOAD BEARING WALL - - Q- � _,":-'"f, - DESIGNATES SLAB RECESS - 3 -4 Associates, Inc, Avenue sceola I 420 Av ue I )ax. Bea h, Florida 32250 Ph. 242-0 08 Fax, 241-9557 FL: CA # 344 SC: CA# 3579 S1.0 S1.0 » M M • N 9 • r B, i ! z. •' N T TA' * = M yyil �e�Na�tY► Christopher J Sabourin PE FL� PE#71461 i I REVI8bNS DATE I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PO NTIGO � ASSOCIATES PRIOR TO MAKING ,'M STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. j _ Z i 0 4< Ln r ^ LijUJ C). V J LLJ T W I i I I a1 Z c I ' t �, I d W Lp I 9., F3.a S1.01 Q 18'-9ps s1.0 s1.0 s1.0 x �) W 10 1) 8'-2" 68'-0" _ i- 77'-0" - I N I I i� U = i I I � I _ FOUDATION FLAN _ I DO NOT SC 6,LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITEC URAL DRAWINGS OR CONj�i'ACT THE E.O.R. x: P :A A FOUNDATION PLAN('DAVENPORT N NAME FOOTING SCHEDULE AND. NOTES iT- SCALE: 1/4" 1'-0" - CARIBBEAN TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT. CS KM /LAP F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE 10.03.1 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. 7 F3.5 3'_6„ 3'-6,. 1'-0" 4- 5 EA. WAY BOT. _ SCALE I F4.0 4'-0" 4'-0" 11-011 4-#5 EA. WAY BOL CL AS NOTED "0 LPA No. F4.5 -4 -6" 4 -6 1'-0" 4-#5 EA. WAY BOL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE TOLL -17-00904 NTROL No. 'FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, C Q W STEP HEIGHTS,'ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3710 REFERENCE ONLY. SHEET 2. FIGS. & FND. SHALL BE IN ACCORDANCE. w/ LOCAL BUILDING CODES. LL 3. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED 0 S1.0 PROCTOR IN ACCORDANCE WITH ASTM D 1557 E , . , ... , , S+- n . r, .rE i -•? Jt r,. ... .E �,. , ...f- r.. .: ,:v. ... .e > ;.:. 3;*_3.,. - - Q- � _,":-'"f, - II" _ I I � r✓, �^3 f S1.01 S1.01 I: o--- II p { , 14-7)$ » 16 -4 I I � ,� N 7 -3' `S1.01 7'-0' ,I S / 1 SAWCUT - - f 7B S 1. II 1 O 00 / S1.01 .. , _..... 4 .,jl \ 6 I N II _ r - -�- _. ,.._ , t __..._ _.. I l I; ,..!^4 t. _ .��_ r a . s1. o, �I cn 10B S1.01 O S1.01 II I I f S1.01 I STAIRS BY � , I f �••. s i� r a ,, - - BUILDER _I I I f � � _ , � � 3 II STAIRS BY S1.01 /., 7 L- S1.01 S1.41 3L BUILDER .� I_ < MONO FOOTING TO \ z _ I STEMWA LL w 2 5x30 I / # _ _ DOWELS EPDXIED 6 MIN. - � _ _ _ J 1:01 i< < I I I > I I .. .. I t. __ , , t, ., ,,,:., � ;..,, �. ,: � ----- -------- .,,� • ;:,, ,,,,, ,. � _ --= -1 r STAIRS BY BUILDER - O e - - - x \ d ;. \,' R , 4 I 4Y-210 F3.0 8 -0 6 -9 8 -9 I 5 -11 14 -1 I PAVERS 9 \ MONO FOOTING TO I BY OTHERS S1.01 I 0 \ :, „ 4 CONCRETE SLAB w / ST MWALL w/ 2-#5x30 » r I i I I PROVIDE SAW CUTS PER _ { � 5 S1.01 BUILDER TO / FIBERMESH ,® 1.5 LBS/CU.YD. OF G0 NCRETE OR 6x6 W1.4� 1- r _ _ .__ _._. __ DOWELS _ _.._..._-.__ EPDXIED 6 MIN. _ S1.01 -`-' 8 9 I >„ ,>r ff CJ . L 4` \ 61.01 T A_ C COORDIN•-;� WITH FINISH W1�4 WWF ON `6MIL VAPOR BARRIER -t ';I i - I I S1.01 S1.o1 �., I r 9 i 51.01 I r << ( ,., h FLOOR MATERIAL.' -- \ IN PREPARED GRADE. I ! I I 1 { I i _ I= ",50VIDE 2-#4x4 -0 CORNER CRACK BARS - r X. h �i { I AT SLAB MID -DEPTH; I �^6 S AIRS BY x �; PAVERS BY OTHERS ' I ,; - --_ - :_._._ 3 7 I _...._.___�_-__,, I s1.o1 I I _---__.. MONO FOOTING TO BUILDER �.- .: ...., _ _.m . ice. -`. ,I I _ _cv a,� , -� STEMWALL w/ 2 #5x30 k :, , �; . , co / � ( I DOWELS EPDXIED 6 MIN. F x a I( o o N I I �; ., I 9,-0" • I� I �, I I i O 4! Ii �' f I �' S1.01 - 8 ,, -�- ' r s1.a1 MONO FOOTING TO w_I- STEM WALL w/ 2 #5x30 . . f A• ! DOWELS EPDXIED 6 MIN. • ILOr �I I J xr. ; I T » M M • N 9 • r B, i ! z. •' N T TA' * = M yyil �e�Na�tY► Christopher J Sabourin PE FL� PE#71461 i I REVI8bNS DATE I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PO NTIGO � ASSOCIATES PRIOR TO MAKING ,'M STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. j _ Z i 0 4< Ln r ^ LijUJ C). V J LLJ T W I i I I a1 Z c I ' t �, I d W Lp I 9., F3.a S1.01 Q 18'-9ps s1.0 s1.0 s1.0 x �) W 10 1) 8'-2" 68'-0" _ i- 77'-0" - I N I I i� U = i I I � I _ FOUDATION FLAN _ I DO NOT SC 6,LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITEC URAL DRAWINGS OR CONj�i'ACT THE E.O.R. x: P :A A FOUNDATION PLAN('DAVENPORT N NAME FOOTING SCHEDULE AND. NOTES iT- SCALE: 1/4" 1'-0" - CARIBBEAN TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT. CS KM /LAP F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE 10.03.1 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. 7 F3.5 3'_6„ 3'-6,. 1'-0" 4- 5 EA. WAY BOT. _ SCALE I F4.0 4'-0" 4'-0" 11-011 4-#5 EA. WAY BOL CL AS NOTED "0 LPA No. F4.5 -4 -6" 4 -6 1'-0" 4-#5 EA. WAY BOL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE TOLL -17-00904 NTROL No. 'FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, C Q W STEP HEIGHTS,'ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3710 REFERENCE ONLY. SHEET 2. FIGS. & FND. SHALL BE IN ACCORDANCE. w/ LOCAL BUILDING CODES. LL 3. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED 0 S1.0 PROCTOR IN ACCORDANCE WITH ASTM D 1557 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) FL: CA # 344 SC: CA# 3579 -> SEE PLAN: GRADE OR CONIC._ _ _ \ / ,r,r B SEE PLAN. \ ✓ . \` SLA . r t 8 CMU STEM J J S E WA 4 DOWEL TO MATCH VERT. LL / �P��'�/ # SHOWER PAN SLOPES TO DRAIN SEE ARCH SLAB ON •••.•. �. AK • A7 0 ` - 4 VERTICAL DOWELS'� @ 24 0 C STEMWALL SCHEDULE CMU 12" HOOK INTO SLAB. COURSES TO 6 1—#5 CONT., PROVIDE 7 TO 10 8" CMU OPEN BOTTOM LINTEL 11TO 12F#4 5ULE I LAI E ANCHOR, SEE 3/S0.0 I HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER r,T F . ,... ,,... nj Lou �onti o and MONO SLAB FOOTING AT PORCHES, 51» 2 CORNER BARS (TYP.) SEE 7B/S1.01 BLOCK w 1— 5 CONTINUOUS _ / # Assolciates, Inc. WHEN SPECIFIED ON PLAN. SEE ARCH PLAN ;',- , 420'OsceolaA venue SLAB ON GRADE, SLAB ON Jax. Beach, Florida 32250 :- _ 4i SEE PLAN. �` I :, ) _ GRADE,Ph 242-0008 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 -> SEE PLAN: GRADE OR CONIC._ _ _ \ / ,r,r B SEE PLAN. \ ✓ . \` SLA . r t 8 CMU STEM J J S E WA 4 DOWEL TO MATCH VERT. LL / �P��'�/ # SHOWER PAN SLOPES TO DRAIN SEE ARCH SLAB ON •••.•. �. AK • A7 0 ` - 4 VERTICAL DOWELS'� @ 24 0 C STEMWALL SCHEDULE CMU REINFORCING COURSES TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11TO 12F#4 VERT. 0 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. STEMWALL REINFORCING SEE SCHEDULE) w/ 6" HOOK INTO Es- THAN X FOOTING. LAP VERT REINFORCING 25 " IF STEMWALL IS GREATER 3 COURSES. -�-�� CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. I 1 STEMWALL FOOTING S1.01 SCALE: 3/4" I .:TYPICAL WALL FRAMING. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS TYPICAL 12» HOOK INTO SLAB. I SLAB ON GRADE ) SEE PLAN. 8 CMU STEM WALL W/ _ SLAB ON #4 VERTICAL DOWELS @ 24 O.C. , s, t 90 BEND INTO FTG. \f' SEE`PL tN 0 CONTINUOUS CONCRETE ! - FOOTING 3» CLEAR ckLd z a 10"x20" w/ 2—#5 CONT. I STEMWALL AT GARAGE S1.01 SCALE: 3/4" = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. i SLAB ON s --- <>-3 -- - GRADE, Z SEE PLAN. X oo � 1 z a o° od z s` N A r 1 ALT.. FOOTING AT BUILDERS DISCRETION. 3 @ 48 O. C. OR ROD CHAIRS TYP. 12» w/(2)#5 CONT. I� 8 MONOLITHIC EDGE FOOTING �-01 I E j I GRADE- _ 1V MAINTAIN 4 MIN. SLAB THICKNESS. J_ PLAN. 90 BEND INTO FTG �• \O. z - J / SEE PLAN ., �A' I •. ;_ rn g \ S. T _ o A CONTINUOUS CONCRETE .,� .•. • • - STEMWALL SEE 1 S1.01 FOOTING naa a�c�N Q 3 CLEAR Christo her S a b o u r i n PE Li P i 1 yi J 10"x20" F L; P E # 714 61 v I w/ 2—#5 CONT. "� REVISIONS , DATE I' RECESS 3 GARAGE T j 2 FOOTING W/ SHOWER G .RAG SEM WALL i I IF REQUIRED) . �.O S1.01 1F-REQU RED ( I 1 I i FIELD1 ALTS TI N RA O CONTRACTOR SHA s- � LL CONTACT LOU PONTIGO F ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD -` MODIFICATIONS WHIG Y VARY I HMA V R FROM THE I TENT OF THEORIGINAL CONSTRUC ION DOCUMENTS. ANY STEP, SEE - FIELD ALTER ATIONS MADE PRIOR TO . T BEING APPROVED BY LOU PONTIGO 8 ARCH. ASSOCIA, TES MAY RESULT IN » ADDITIOIIAL ENGINEERING OR (4 MAX.) EQUAL TO SLAB NSPECTIONFEES. THICKNESS. i 7B @ SLAB RECESS j BRICK VENEER 1S WALL FRAMING —\ ACCEPTABLE WITHOUT V INCREASE OF FOOTING MALL 'FRAMING SIZE. r�^ „ SLAB ON GRADE, L 1 1 DEEP SAWCUT w/ SEE PLANLIJ ELASTOMERIC SEALANT STEP, SEE � !f � ARCH. PLAN SLAB ON a a ,. -- — — u SLAB ON ,.,�, _ _ i GRADE, . .. �-. �. _ ,. . , . I SEE PLAN. GRADE ISL ). NOTES: 00 SEE AN. , P L _. 1 PROVIDE SAWCUTS TO CREATE APPROXIMATE 12 X 12 MAX. SQ. �..A 2 SAWCUT CONC. SLAB WITHIN 4 TO`1��'' \ Z 12 HOURS OF CO C. PLACEMENT. OPTIONAL >, » 3"� ..— 8 x16 1 STORY, w/(2)#5 CONT:: ,. _ I FLAIR »w/(2)#5 8 x20. 8x16 1 STORY, CONT. I` w 5 2 -STORY, /(2)# CONT. 8 x20 2 -STORY w/(2)#5 O ),CONT.. i , i W . I . NO. FOO AT STEP -D WN J 5 SAW CU DETAIL BEARING AT INTERIOR � MO O �01 S1.01I I p JI I I W I e Q I E— 00 ZQ J j MATCH DOOR 3/4" RECESS ; PAVER BY WITH, SEE ARCH. OTHERS SLAB ON BOND BEAM w/1—#5 °a. GRADE,. a SEE PLAN. X - ��%-�\/�� PAVING BY , MASONRY BUILDER 12"x12 1 5 CONT. STEM WALL w # e /OU DATION _ ,� � \. E.J.EJDETAIL 10B :� O o , ��, 1—#4 @ 48 O.C. MATERIAL RADE OR CONC. c� _ > \" i D TAILS SLAB SEE PLAN.�. \.� .-!\>� SLAB ON � �– a — �- �- ®-� �- GRADE, s - J \ Y SEE PLAN. \rJ z DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A'DIMENSION IS 4 Q L �; THICKENED EDGE „ UNCLE AR REFER TO THE ARCHITECTURAL DRAWINGS OR .. � DETAIL 10A J\\ w/ 1—#5 CONT. CONTACT THE E.O:R. � �'/ \t�\ J \ 7PR NAME ))»2 THICK x 20 WIDE w (/2 5 CONT.- / l)# DAVENCARIBBEAN - DESIGN/rRAWN/CHECKED CS KM LAP / / DATE 9 PORCH STEM WALL ri6 ED SLAB 10.03.17 THICKEN j SCALE �-01 �-o i� AS NOTED Q LPA No. _I TOL —17-00904 W C NTROL No. 3710 SHEET I r 1.01 I I SHE 4T 5 OF I � 9 i i I _ � (3)2 6 _. "SPF#2 H 2)2x6-1/1 - - _ ((2)2x6 1 /1 (2)2x6 1 /1 ( )2x6-1 /2 I __... POS (2)2x6 1 /1 l 2 2x6 i OSB WALL ( ) I OSB WALL _ ,�' ,, �I SPF#2 r~ SHEATHING. I� # �p, SHEATHING. - ., ( J i \, 1 -POST. _ �. SEE DETAIL ff !.! ASTEN TOP OF WALV ,, I i STRAP HEADER I , \ ; , ;_ __.. __ PER DETAIL 5E SO.1 PER 7 S0.1 I / r � I � I I.., . N II I I I > N ll, m , x \ I I- I,€ N I Q I ;. I, ill, N -31 I � N TRELLIS BY m •_.. o a w �. I f. N 1 L:� I I � BUILDER I 0 0513 WALL SHEATHING. Q J co cn i W i I I _. NT TO2ndLEVEL I . _ R I .. N , _.w� .�w�.. ___-, --T(DP PLATE. LAP AT - _ :._ ro r jt ., r , � .. I � / cn SYSTEM SIM TO 1 50.1 \. 6 -�- / _ FASTEN TOP OF W i,LL , � , I ., QC6 ro r I ii ,,, SHEATH T. ti � �;1..., _ E CON THRU <` \ PER DETAIL 2 S1.2 ___----_�._ �._�- ; � I � ; a ' rf I / = Q _ PERPENDICULAR WALL '. L 4 � r� N 1 -, ,,. c I ; � I I L ,s'' / S I w I M I I I .. (2)2X6 S - 3 2x4 BRACE TOP SPF#2 !y O �,, i I I i # _- SPF#2 ,fi;, I \ OF WALL PER I POST. TRUSS T30 ABOVE + S O POST. I y. _ \ 1 /S0.1 SIM I 7(52x4 10 !ci,,I \ ., I SEE DETAIL A \ I. I fi co ��J 3 2x4C� P , 2 2x4. X (� , ( .� � \.. \ I . ) 1 SD.2X ,. � I I N ..N,�. O I \ SPF 2 I # � I N. POST. ! �. PO T.A__ 2 2x8a _. I 1 l ' �� - - GIRDER FG01 ABO(2)2x4 3 x7 1.8ESEE 3/SQ.1 FOR: BEAM �� . Y2 :.SPF 2 �.\,�,.. # PSL POSTCONN. TYPICAL I \- . , I i I \( ) I POST. i i N I L STRAP HEADER POST: {� `. I N N I SEE 3 SO.1 FOR BEAM PER 7/SO.1 I / J� ' (CONN. TYPICAL i , I _ w I w i J > I > --- I' v. S -� \ Q I m m - N o I CD I S I I I C~ -? I I, I -II- I ENTRY JAMB I f N I FASTENING ;{ I _' IILd - I _ ..__.._..._..__mss (!) (!J (� N I a N, q , 'N I PE R z. r_ M `�, , Ld ' .I. .a , i ` I \\. .• � l III. \ � J \,. f I , Q i- J I I I i I I x •• I I 1. I: , .: FASTEN TOP OF WALL .0 I, ; N w I I I I ,i,, 4,9# cD t CD ' ' I � (n � I x I I I :__ I\ I I Q PER DETAIL 5 S0.1. I - I / I. FASTEN TOP OF WALL_ OSB WALL :. I CC, N I , p i ✓.✓ SHEATHING. I PER DETAIL 5E/SQ.1. I I I N II II _I_-.__- _. � , z _: r __:-_ __. I i I 22 x6 (I \ I I ! I {II I I ( I O to SP #2 1 J I Z � J .. w OSB WALL I (2)2x12 � , , .. .. , Rol I iI POST. I I I I <c i _i-- �___ ..- . _ ._ :.:_ . __..- -_ -_-- �..: _._,�-moi'...__ �,.;�� :�,� �.�, �] I° - - - I _ Nk 4,- 6x6P.T. SYP 2 POST __ _.__ _W ...._ _-_ :__. __ __ .___-_.________.. : w ABU66. SEE DETAIL _ :_a 3 2 x 6 / 3 2x6 2 2x8 1 2 ( ) 1 22 6 1:1 22x6.1 1 ( / / } J 2 S0.1: TYPICAL; SPF#2 SPF#2 POST. OST. r _ I j I �l I I %t I I i SHEAR ALL: NOTE: SW: 3/6 SW: /6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6., "FIELD" I SOLE PLATE ANCHORS - SEE SCHEDULE ON I I OND TAIL 3/S0.0 FIRST FLOOR FRAMING PLAN I SOLE PLATE ANCHOR SPACING SCHD ALL EX71ERIOR,4ALL --== ----= SW. 3/6 42", O.C. UNLESS OTHER NOTED SHEARWALLS 24!'0.C. (SW &@Y/6") (2)2x8-1/2 PLT 0 ' WHEN NOTED ON PLAN FOR SUPPORT HEADER. SEE NOTE 2 SYMBULS LEGEND _.;._" DESIGNATES SHEARWALL. THE MIDDEN --== ----= SW. 3/6 LINE DESIGNATES SIDE OF WALL. THE SHEARWALL SHEATHING TO BE APPLIED. 8d. O j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S `& JACK/KING STUDS NEEDED FOR SUPPORT HEADER. --- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND 31s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 V A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/S0.1 SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. 2 MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ® 16" 0.C. INTERIOR 10'-o"MAX 2x4 SPF/j2 ®i 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.)" USE SYP#? FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.O FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES ;AND SPACING AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 14" END LENGTH. FASTEN THIS _END w/ 9-10d. M W WALL FRAMING b o w J ",,_NO NAILS REQUIRED FLOOR I IN CLEAR SPAN TRUSSES OR JOIST. o WALL FRAMING , R'-' z E ' PJ CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL Lu 3/ 0.0 2. AN HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE SOLE PLT ® 36" 36" t.l. ON CENTER SPACING LL` I 0 I II i a C h r i s t o p h r i S,abourin PE F L PE#71461 I REVI�IONSDATE Products Floor Truss Connector List PlotlD Length Product Plies Net Qty Manuf Product Qty F1301 20-05-08 onCENTER® LVL 2.0E 1'3/4" x 16" 3 3 USP THD46---31------ Roo Truss Connector List Me nuf Product Qty JUS24 20 _._.._.U_ P THD26 12 !I TRUSS Associates, Inc. FASTENING DETAILS 420 6sc eo a Avenue _Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 1 I 10 1 i 10 I , II1�� , ,; ; I. v :,. I , , _,. x � S0.1 I rr S0.1 50.1 t rr I.."� 2 HTS16 2 HTS16 ..... .� '�.� � yob �� •R�• •� 6• ®oar :...r `�� Q •• • O� ,� : _..._ ___..__.__...-_._.._ ...... Bar � • �� O T34 F01 mw A .r :RAFTER :TAILS __ e._:.-.. I „� At G SEE DETAIL 8 SO.2 / \ \ / \ / o _ T35 2 O cfl ,� _:, T13- _ o F- ,� • N �I y Lo • S • 4 THD26 / 1 - . %/�, • M 1 Y I • w to T35 THD46 �r ! • , 1/ �� \% THD26 T1 A •. DIRECTLY A % TOP h t S0.2 / \ / \ , / \ / \ n -m� \ ! 1 I 1 BELOW TRUSS PLATE TO THD46 T35 3 TRELLIS BY s,.. I THD26 G \ / SDWC15600 T \ O __.,__. \ ! \ T1 STUD SDWC15600 ___a, \ ! \ / \ / \ \ O� BUILDER Chrrsto�her J Sabourin PE F02 1 1 \ l \ I 1 I \ FL. PE#71461 I+ � Q � I T35 THD46 TH 6 ; . TIM - - O 00 fes- V7 d' M N - TR USS T E DOWN WITH SIIvIPSON SDW I O O O O O O O O 8 REVISIONS DATE Y > >'' > > T35 LATERAL rHDas — __. S0.2 rH 6 _ T1 i Rafter T I � _ to o Plate shown P X BRACING OSB BLOCKING PER ! Truss to To 'Plate similar S0.2 F03 - P , EE 2/S1.2 3 DETAIL 5E S0.1 coM T36 THD46 f- \ , + TH 6 T1 � Optimal 2 , F03 /./ �� I 10 i ,, T37 Das o. I RAFTER TAILS , f f \ / THD46 r, I I 1 I ``,.., TH 6 T13 ' z, ,. 30 I 2 HTS16 :.. SEE DETAIL 8 S0:2 ( ) (2)HTS16 � ;f �� EATH CONT THRU / I M �., F03 ,.r,' , �. I T30 ,! ,.. LOW ROOF TO 1ST O �.• i I I T38 ( THD46 1 I FIELD, ALTERATION _ HDz6 TT P T13: U) __"'l ._._:.._._...._, _:..r__......__�._._. C4 C4 U) rn to � O O — 1 1 CONTRACTOR SHALL CONTACT LOU r F04 c� m 2 > > > > z = _ T , ti .\. 4tr O O � i a S UD D RECTLY PONTIGO ASSOCIATES PRIOR TO i r r i '� r . , �, Ll. LL LL MAKING NY STRUCTURAL I � URA FIELD 39 i. I BELOW TRUSS IT,, I „ ,, MODIFICATIONS WHICH MAY VARY I � THD26 T1 , 3, Y Max 2 FROM THE J TENT OF THE ORIGINAL I I , L CONSTRUCTION + T DOCUMENTS: ANY HTS 16 0 C P RCH FILING SH ATHI a ti 2 HTS16 ( ) E NG I r ( � � I it i � _ � -- I i I FIELD ALTERNATIONS MADE PRIOR TO r _ F08 f. f__- _ f I- �. FG01 ____.._ :,._._ BEING SOCI ES BY LOU r ,. r- AT BOTTOM CHORD: F � POIvrIGoa 0 SDWC15600 TOP PLATE TO ' _ ASSOCIATES MAY RESULT IN t ,� ! r r r .- -" TRUSS SEE ADDITIONAL ENGINEERING OR r 2/S0.1. j STUD SDWC15600 NPECTION FEES. - JUS24 L--' T091' 2HTS16 THD46. THD46 ./ E e r � - F /` r r r f . Note. I. Sloped -roof rafters may be to r ,t. -. ,/% �` � P y sloped up to and Including f rrr >r p a 12:12 Itch and must be blydsmouth' cut. Reference / 2 Re e ence detail 4 for Installation Instructions. THD46 THD46 ,., // ' /> �f 50.1 JUS24 T09, / r'/ j J ✓ / F09 / / . O ;✓ r , r�r fr ,,:, , .• ,. I �' . r' P , , SIMPSt�N SDWC INSTALLATION L % , /, . , , , S ATION RANGE Z , r ,. THD46 BALLOON , , , , Jusz*t T09 � � FRAME WALL 9 r SEE 1 S1.2 , THD46 T TH�46_- r JUS24 � JUS24.. , Q ,� U7 THD46 D46 � ri r r �US '!, 'sF-Tr0 JUS24. `I j,! ___.. _.__.. �-- _ I OSB BLOCKING �`. ..�� F09 .. ' I 07 PER DETAIL • <. � BALLOON at THD46 THD46 O s / j r FRAME WALL JUS24 , .. �. PORCH CEILING SHEATHING .: ; L r. > / r > ... _. F09 r r ", , , r .. I .. I SEE 1 S1.2 T BOTTOM CHORD."OF -�_ r / > , � , /, - is , .- ,. �. i / ,-w .4.. _ , II fir. ` -. I; _. - r THD46 THD46 i TRUSS SEE 2/S0.1. I T / r - _ I _L aJUS24 r r : ,r SHEATH WALL CONT \ / L L r , l f I \ THD46 THD46 1 ,r r I TH R U LO ROOF TO � . JUS24 2 : ^ S , T D NOT DI t f > RECTL t i I , B AM BLOW I 0 L.L F 09 B: FLOW RU F T SS r T07 r r , r r > �..- T15 pl 2 RAFTER TAILS, S0.1 SEE DETAIL 8/SO.2 2x4 CROSS BRACE FASTEN TO UPRIGHTS w/ 3-10d COMMONS. 4-12d TOENAILS 2x8 BLOCKING BETWEEN EA. _j TRUSS. FASTEN w/ 4-10d NAILS. SHEARWALL LATERAL TRUSS S X -BRACING OVER SHEARWALL 2 S1.2 I 00 THD46 d S2 a i. I. I f r I d W il i Note. Reference detail 2a for installation angle Binh I F09 Jusza + , THD46 0 I DO Ln d d M N L O / 1! / HTS16 v ! 0 0 0 0 0 0 0 J F- V.I ., R SLJ WC INSTALLATION F10 T06 i 'I 5 2 HTS16 (/2 HTS16 10 P I , ( ) l ) Rafter to To Plate shown i 1 Truss to To Plate similar SO.0 SOA S0.1 8 RAFTER TAILS ( P ) � t � SEE DETAIL W SO.2 L 8 SO.2 / j s O I Z o� m 1 ti STUD NOT DIRECT] ii I BELOW TRUSS f I -0o not install`SDWC in hatched area I j, 00 TRUSS / ROOF RAFTER NOTES. STRAPPING NOTES r� SDWC15600 I U 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING - ,overhang 1 t/2" MIN WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 2,, MAX SCREW UNLESS OTHERWISE NOTED Y SDW T � C INSTALLATION RANGE L FLOOR AND I i ROQF TRUSS r I Rafter or Truss PLACEMENT X""minimum edge distance for full values (with or YJ Slice may e in r �j P y b upper or PLAN I without a, plate lower plate I p splice) I II I I II DO NOT SCALE DIMENSIONS FROM 2X4 it II THESE DRAWINGS. IF A DIMENSION IS II I I UNCLE�rj�P REFER TO THE B LO CK I N I, I, r, from t0 late ARCHITECI Up 'AL DRAWINGS OR ROOF " 71 I 4-0.11,3x2" splice f P P ► .- CON'FACT THE E.O.R. Ca? 48 O.C. + ., li p ce Of set SHEATHING I ' II far full values STUD NOT DIRECTL - I I -I I PAN M BELOWTRUSS. NA E FLOOR AND ROOF ROSS PLACEMENT PLAN I I BALLOON �- •� ... , . " .--- II (DAVENPORT -CARIBBEAN SCALE: 1/4" = 1'-0" <: ,} I FRAME WALL ., . II DESIG N/ RAWN/CHECKED i, CS KM / LAP II 1 DATE MSTA24-7- I, 2x6 LEDGER w 1a.o3.�7 SDWC AT TOP PLATE SPLICE i 2 SDWC15600 l ( ) SCALE LI @ 16 O.C. AS NOTED �.. DTT2Z w/ y2x6 LPA No. LAG SCREW TOLL -17— 00904 48" O.C. C, NTROL No. + 1 BALLOON FRAME 1 3710- RA WALL SHEET may; �_2 � LL. a S1.2 SHEET 7 OF 9 , I I SYMBOLS LEGEND DESIGNATES SHEARWALL: THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS 3 O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES GATES THE HEADER; SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED. FOR SUPPORT HEADER: ---- BEAM OR TRUSS, SEE PLAN 1ANCHOR LEGEND J X78 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 BALLOON FRAME WALL TO OUTLOOKERS w/ 2x6 SPF#2 Q 16 / O.C. PER 4 SO.2 FU " A307 DIAMETER �a LL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 00 (n '0 A307 DIAMETER THREADED ROD TERMINATES. AT FIRST. FLOOR ((2)M-11/2) v 2 2x6-1 2 2 2x6-1 2 N v 0 PLATE, T P l ) / ( ) / SEE DETAIL 12 50.1 r�a A307 DIAMETER THREADED- _I- _ ___, W I , O ROD TERMINATES AT FIRST. FLOOR "s I � 1 �- TOP :PLATE. SEE DETAIL .12/50.1 LE$$ f SIMPSON HTT5 SEE DETAIL 15 50:1 I In � ,I I I J I 4 J SIMPSON DTT2Z SEE DETAIL 15/S0:1 '! I I SO.1 ry bi I! I Z 4 SIMPSON LTT208 SEE DETAIL 15/50.1 a I w a j Yr. 1 S0.1 ,._ co Q WALL STUD SCHEDULE I PLATE STUD SIZE co LOCATION x HEIGHT & SPA 1N C G N O < I, EXTERIOR 9'-1» 2x4 SPF#2 0 16" O.C. W MAX I ! ! E 10'-1 2x6 Ir� -- ---- ---- SPF#22 0 16" O.C. grEXTERIORQ MAX. 2x4 SPF#2 0 12° O.C. r 10 -1 TO EXTERIOR w 2x6 SPF#2 16" O.C. 14'-0" ` ! I SHEATH .CONT THRU INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX x I I ROOF TO 1ST Q - 12'-0" 2x6 SPF#2 16" O.C. or �l INTERIOR » ..�:__� __.________-:. ._.__., , 4.---- _.__.__` � t�- � ��LOW MAX. 2x4 .SPF#2 ®12 O.C. CN LEVE BOTTOM PLATE STUD I I I � EE1 II IE II NATES L) WALL STUDS SPECIFIED ED ON PLAN SUPERSEDE THIS TABLE I I i f s 2. MINIMUM STUD SIZE AND SPACING A SHOWN !E li E RE I I I- E MAY TRACTOR CO INCREASE N M STUD SIZE TO MEET E i l I i y I i ARCHITECTURAL E REQUIREMENTS. CS18 3. DENOTES P ) SPF E OTES S RUCE PINE FIR.. SYP DENOTES SOUTHERN r YELLOW PINE. I 4. .USE SYP 2 FOR ALL. TOP PLATES AND SOLE PLATES. p5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I; TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. I MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT R III SHEARWALLS II �, COMBINED USE PANEL NOTES j CS18 @ BOTTOM OF STUD I' O I I 1. EXTERIOR WALL SHEATHING SHALL BE V) I WHERE NOTED. SEE DETAIL 0_ CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST w I AT BOTTOM RIGHT OF PAGE. I w TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING m I I n SPLICE LOCATIONS FOR MULTI STORY CONDITIONS C) J 11 ! J I.H I I !I 2. SEE SHEET S0,0 FOR WALL SHEATHING Q SPECIFICATIONS. J Wp j# 4 1^4 Q S0.1 E I S0.1 3. UPPER MOST TOP PLATE SUPPORTING ROOF 3: ryI W MEMBERS SHALL BE STRAPPED AS SHOWN IN w E, I DETAIL 1/SO.0 co Q Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL � O I i pp 3/S0=0 m I i w I-- GENERAL NOTES Q I � 1. SEE DETAIL 2/S0:0 FOR WALL FRAMING .DETAIL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Hi � � SIZES AND SPACING. AT GIRDERS AND BEAMS, !'I 1 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER LOWWALL l ; PLIES_ R I, An I I i I 2. SEE SHEET SO.O FOR ROOF AND FLOOR ..__._.._ a.__._.__ , w (... . _ ._.._ _ ... 1 I., SHEATHING SPECIFICATIONS. _ II 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 ((2)M-1/2', (2)2x6-1 /2 ((2)M-1/2) 00 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES U cJ TOGETHER PER DETAIL 6/SO.O BALLOON- FRAME WALL TO OUTLOOKERS - 4. INSTALL SOLE PLATE ANCHORS PER DETAIL w/2x6 SPF#2 @ 16" O.C. PER 4/SO.2 3/SO.o 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER I DETAIL; 5/S0.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT SO.1 I TERMINATE BETWEEN` TRUSSES, SEE 5A / 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING ; w I Z I t �'\-NO NAILS REQUIRED FLOOR 6 IN CLEAR SPAN TRUSSES OR JOIST. 0 WALL FRAMING ',� w F z aLq T7END LENGTH. FASTEN CS18 STRAP w/ 10" 0.131X3" @ 6" O.C. THIS END w/ 9=10d. 2x6 BLOCKING TOP PLATE TO STUDS w/ SECOND FLOOR FRAMING PLAN SDWC15600 ® 32" O.0 SCALE: 1/4" = 1,-0. GIRDER- TRUSSPLATE TO TRUSS: Ll.« FLOOR -/k TRUSS SDWC15600 W 1 SECTION.? S1.3U. I d II_ Lou P, ontigo and Assoaciates Inc. L 420 Osceola Avenue Jax. Bea' h, Florida 32250 Ph.242-0 08 Fax.241-9557 FL: CA # 8344 SC:,CA# 3579 I rrrr e�y�� ♦♦ V •ON • • A�S r? S c s T N • :y AllT M . s 5 ., ..' .« lIq ►n►u111Nti;t1 I: C h r i s t o p h I e J S a b o u r i n PE FL PE#71461 REVISIONS DATE I I I , FIELD! ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO $ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT CONSTRUCTION OF THE ORIGINAL DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCI*TES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. I it I SYMBOLS LEGEND I , TS16 DESIGNATES UPLIFT CONNECTION. 1 FRAMING PLAN NOTES. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O• n 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou lj ontigo and TRUSS Associates, Inc. Osceola Avenue 420 ) FASTENING DETAILS Q `� lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC` CA# 3579 BALLOON FRAME WALL_ TO OUTLOOKERS w/2x6 SPF#2 @ 16 , O.C. PER 4/SO.2 SET TRL SS TO INSIDE FACE OF,d....... r, -� LSC WALL PER 4/S0.2 .;.. � � � .• S . p •,, XXXXXb= - :• s »» G T41 -o ST * ,� I — — T41 -_ .�OR 1 I STUD DIRECTLY '�., �! a•�' NAS EN �►. , �-....� ! BELOW TRUSS TOP PLATE TO ,nnu�, mit T41 I SDWC15600 STUD SDWC15600 Christophr I Sabourin PE F L P E#71461 T4 TRUSS TIE GOWN WITH 1 P S M SON SDWC REVISIONS S ONS DATE v SEE S1.2 FOR T41 y - I ROOF FRAMING Rafter to Top Plate shown Truss to To Plate similar IN THIS AREA p I i T41 I 6<< Optimal 2 t _ T41 ! � i FIELD ALTERATION T1 l; f1 CONTRACTOR SHALL CONTACT LOU I I STUD DIRECTLY L PONTIGO ASSOCIATES PRIOR TO I iI i i {; BELIbW TRUSS I G NY STRUCTURAL FIELD TT ' ;: e T41 ( - " MODIFICAT ONS WHICH MAY VARY 1� ! 6 I n X2 Max FROM THE I, TENT OF THE ORIGINAL ! CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO ( II Q .!L__ _,� >.�w__..,�.a ..w._,e _ .L, . .__, BEING APPR VED BY LOU PONTIGO & T41 ,'��_� _.._ _ . _ _ _ �.., ISDWC 15600 TOP PLATE TO . f t. ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR a�--..— M. INSPECTION FEES. w: —e.— /5\S - 5 T4�(J SO.0 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. S0.0 I Sim. T41 SIIr1PSON SDWC 'INSTALLATION RANGE I T41 { j v T41 LLQ� t , I W I I T41 .. z�� ryi T41Uj W N I I T41 I� L Q T41STUD NOT DIRECTL i I11BELOW TRUSSSDWC15600 T41 W Note: Reference detail 2a for installation angle limit 40 SPWC INSTALLATION ALLATION m_ SET TRL SS TO -4 INSIDE ACE OF � So.2 BALLOON FRAME WALL. TO OUTLOOKERS Rafter to Top Plate shown C) WALL PER 4/S0.2 (Truss to Top Plate similar) w/2x6 SPF#2 @ 16" O.C. PER 4/SO.2 W 714 0 00 Z �2 EBTTUD NOT DIRECTLIJ M ELOW TRUSS t W TRUSS ROOF RAFTER NOTES: STRAPPING NOTES I Do not install SDWC in I t. STRAP TRUSSES AND ROOF .RAFTERS TO BEARING hatched area I �a a WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SDWC15600 r SCREW UNLESS OTHERWISE NOTED I U L 1 1/2" MIN " Overhang 2., MAX I I SDYNC INSTALLATION RANGE ROOF TRUSS Rafter or Truss PLACEMENT J4»° minimum edge distance for full PLAN values (with or Splice may be in, upper or without a plate lower plate splice) I DO NOT SCALE DIMENSIONS FROM THESE DRAINGS. IF A DIMENSION IS UNCLAR REFER TO THE Y." from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.P. splice Offset for full values STUD NOT DIRECTL PAN NAME ROOF TRUSS PLACEMENT PLAN DAVENPORT TRUSS - CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/ DRAWN/CHECKED CS ! KM /LAP DATE SDRC AT TOP SPLICE PLATE PLI E ;10.03.17 1 SCALE S NOTED LPA No. TOLL -17-00904 UU C NTROL No. V 3710 SHEET U- 0 I $1.4 SHEET 9 OF 9