599 TIMBER BRIDGE LN - STRUCTURAL DWGS TYPICAL HEADER NAILINrF
DESIGN SPECIFICATIONS USP CONNECTOIRS O.131X3" TOE NAILS TYPICAL DOU84E TOP WINDOW SILL SCHEDULE
C- 2X6, 2X8 (5) NAILS TYPICAL TOP PLATE NAILINGa PLATE SPLICE ! ROUGH DROPPED HEAD MINIMUM END
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILINr, 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PLATES 4.'-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE wl (16) O.131f NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, . 1 CAR SYP SPF 0.131x3" END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS VVENLY SPACE 4. 4'-4* (1)2x4 SPF #2 (4)12d TOE NAILS
TRIBUTARY INTERIOR EDGE STRIP (PSF):- GARAGE +22-9 (2) 0 2x4, 14- LVL, 16" LVL (9) NAILS OF .1310 0 12" O.C. STAGGERED. -C 6'-4* (2)2x4 SPF #2 (5)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I USP A35 450 450 (9)1 Odxl'/2 (3) 0 2x6.
ZONE (PSF) a' = 4'-6" DOOR 28.a USP RT7 585 495 (5)8d EA. END (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (B'x7') HEADER, I
FLOOR I USP RT8A 775 650 (5)'10dXV/�" EA. END SYP#2 DBL. 4'-0- MIN. 14 12'-0". (3)2x6_SYP #2 ff(lA35 + (4)12d TOE NAILS
ED-QE -25.0 -28.8 2 CAR +21.8 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i6"MAX. TOP PLATE. PER PLAN. I -- i
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 +22.9 GARAGE USP MTW12 1195 860 (7)'10dxV/�" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS.
TOP CHORD LIVE LOAD 20 psf 40 psf I I DOOR ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 B'x7') -23.9 USP HTW20 1450 1245 (12)10dx1'/2" EA. END
-U ou ontigo an
20 psf (TILE SHINGLES) 10 psf _[SEE 5/SO.O. 2x-BLOCKING ONLY D
TOP CHORD DEAD LOAD 0 USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP RAISE ARCHED TRANSOM OPTION. Associates, Inc.
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL. HEADER
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d Ek. END 2x SPF DIAGONAL BLOCKING
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/�"O ROD TO FTG. 3. USE SYP#2 FOR ALL DROPPED FASTENED w/ 3-0.131"x3" 420 6sceola Avenue
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TC HEADER HEADERS HEADER EA. END TYPICAL. Jax. Bea I ch,Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 SHEATHING MAY EXTEND 2*
0.75" MAX ANY CASE 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE �4 PAST BLOCKING- WINDOW Ph. 242-0�08 Fax. 241-9557
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. ATTACHMENTS MUST
USP HTT22 5370 5370 0 ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED SYP#2 HEADER, FL:CA# 8344 SC:CA# 3579
TRANSOM ANCHOR INTO 2x MATERIAL.
WIND LOADING: HEIGHT TO ROOF OR FLOOR L-- - ----J PER PLANS.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/."0 ROD w/ (1 2)16d BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION
PERMANENT TRUSS JACK AND
MIN. DEAD LOAD CONDIT10N OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 "/e"O ROD w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT.
I I BRACING BY OTHER. KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. 2-ROWS OF 10d COMS SEE PLAN.
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)/,"x2--/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE FOR
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED FULL HEIGHT ANCHOR
BY 0.75 WHEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND AT TWO STORY CONDITIONS,
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS 0 \\-TYPICALLY V' FULL PLATE NAILING; CONNECTION WINDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED EACH END.
1.00 424- 4-94- UPLIFT 0.131x2i" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
IMPORTANCE FACTOR --------------- FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. UPPER LEVEL POSTS & JACK 7
!!:-11 (3) 0 2x4,
MEAN ROOF HEIGHT ---------------- 20.0 FT �a 4-94- CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS STUDS.
(4) 0 2x6,
ROOF PITCH ------------------- 6/12 12-8dxl'/2" 10446.4 (5) 0 2x8.
A35 450 450 SDWC15600 SCREW
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SEE 8/SO.O. S T Op
H2.5T 600 520 5-8d EA. E4D 11478.3 AT SHEARWALLS AND-\ PT. SYP#2
EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. INTERIOR BEARIN WALL:-
r SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STUD SIZE
ENCLOSURE CLASSIFICATION ------------ENCLOSED
I ABOVE FOR 'a' DIMENSION AND D.C. SPACING. STUCCO FINISH. SOLE PLATE. N A A A A A A NXI ll All I z
---------- .18 MTS12 1000 860 7-1Odx1'/," EA. END 10456.3 4VI -P
INTERNAL PRESSURE COEFFICIENT WALL SHEATHING I,& j:' 0. "
4'. L
HTS20 1450 1245 24-10&11/2" EA. END 13872.3 SEE DETAIL 1/SO.1 4
CONTINUOUS BLCCKING
FOR SPLICING 47 FOUNDATION, SEEF 1 4
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS. 12-
-f�a MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 8* O.C.-� MAX 'SO'F PLATE ANCHOR: Christopher I Sabourin PE
r---- --I WALL FRAMING AT WALL FRAMING AT
18-16d TO TRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE FL PE#71461
HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICA-no� PLATE BREAK
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -Ir�a 1-5/,,"o ROD TO FTG.
BUILDER MAY CHOOSE EITHER THE DROPPED
ASTM A 307 OR ASTM F 1554 GRADE 36. i WALL FRAMING AT FTE71SIONS DATi�
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION.
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 F----- I PROPPED HEADER CON[
1-5/."0 ROE) TO FTG.
I I TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER 1 27 1 1
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSw LUS28 930 780 10655.113
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST
RETROFIT REBAR/IROID INSTALLATION: EMBEDMENT OF RODS OR REBAR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SOLE PLATE ANCHOR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY L--j- --J -j
LARGER THAN REBAR SIX AND '/s" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 Q& HOLD DOWN.
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 3x3xY*" SLOTTED
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 "0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/SO 0. SEE 1/SO.1. 2YV'� WASHER PUSHED
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. 15/8 TOP PLATE. TO OUTSIDE BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"0 ROD EPDXIED 6" MIN 10849.6 3x3W SLOTTED FACE OF WALL.
EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES* SET N/A N/A BLOCKING ONLY REQUIRED-/ 2Y4�,� WASHER PUSHED
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO 3TUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL.
l FIELD ALTERA-nON
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208 1675 1675 11496.3 FOR SPLICING PLAN MEW
-RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"o ROE TO FTG. OPTIONS. BOUNDARY F SEE GENERAL NOTES. PONTIGO a ASSOCIATES PRIOR TO
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 110-10d 13872.5 FULL HEIGHT MAKING ANY STRUCTURAL RELD
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY 13-8d 10852.1 SHEATHING THREADED ROD PT. SYP#2 _1 2" 1)�' SHEATHII G. MODIFICATIONS WHICH MAY VARY
ARCHITECTURAL. MECHANICAL OR ELECTRICAL SYSTEM. N.,
I CS16 11705 11705 1 10 BE EPDXIED 4" OR X*04" MAX. ml EXAMPLE OF P NEL FROM THE INTENT OF THE ORIGINAL
E) A CON TI N U OUS SIMPSON TITEN HD. EDGE w/ BLOC<ING CONSTRUCTION DOCUMENTS.ANY
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS -INTERIOR BEARING SOLE PLATE BREAK FIELD ALTERNATIONS MADE PP1OFZ TO
TO UPPER WHERE REQUIRE[ BY-'�,,. BEING APPROVED BY LOU PONTIGO a
TOP PLATE. WALL-_SEE SCHEDULE SECTION MEW GENERAL NOTES. ASSOCIATES MAY RESULT IN
FOR STUD SIZE ADDITIO I NAL ENGINEERING OR
FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING.
MMON 0 6" D.C. EDGE & FIELD . . . . .. . . . . .
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d CO WALL SHEATHING TO
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SPECIFICATIONSe SUPPORTED EDGES,
RAISE Y8" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERALNCITES
-0* OF ROOF EDGE). ANCHOR
MIN. 24/16, APA RATED OSS OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHN 4' 8d 0 3" SEE DETAILS SEE DETAILS BOTTOM OFSOLE SPACING SPACING SPEC. DEPTH DISTANCE
ON S1.01 ON S1.01 PLAN AND FASTEN )!rO EPDXY 42* 24" 3x3xO.229" 4" 2,Y4'
MIN. 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE).
--z 1 ---,--r EXAMPLE OF UNSUPPORTED
15/32 w/8d 0 3" O.C.
F j)!r0x6* TITEN HO 42- 24* 3x3xO.229" 4X" 2Y4"
METAL - MIN. 1/2-, 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). (UNBLOCKED) PANEL EDGE
(TYPICAL).
NOTES:
WALL SHEATHING SPECIFICATION& 1 1+1 1 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
4, , "...4. .. -,
FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I " I .. I I I CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE
FLEXIBLE FIN WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. PLA L-- ----- ---------J L------- SUPPORT IS 6" O.C. MAX---'. ROOF 4 Ln
MCCO FINISH.-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM TE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. (LION). TRUSSES, OR <
FLOOR JOISTS.
MASONRY SPECIFICATIONS@ Uj Uj
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STOR! MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"Xr PLATE WASHER, A 3-X3"X'/,- W/ 11/,"0 ROUND
STEEL WASHER MAY BE USED.
2000 psi PER ASTMI C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS `\ROOF AND FLOOR SHEATHING NAILING
SOLE PLATE ANCHOR DETAIL a SCHEDULE t-4
C CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CEL S CONTAINING VERTICAL 1. .0 �SO.Oj SCALE: 3/4* l'-O* 1\�O SCALE:1 3/4" 1'-0"
ONCRETE MASONRY UNITS (CMU)v
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0".
Uj
MASONRY STEMWALLSo ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1/2 114*
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT (3) ROW OF 10d Z
WITH - #4 0 4'-0- D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING COR14ER BARS, MINIMUM OF 40 BAR
NAILS 0 8" O.C.�-\
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL. BE INCREASED AS NOTED ON 2 PLY STAGGERED <
Z n
1/S1.O. UNLESS NOTED OTH`ERWtE%--LAP, BEAM. 2x4 BLOCKING
OF 6".
SIMPSON
C11
SDWC15600-'-, 3 PLY BEAM. C14 024" O.C. FASTEN
CLAY MASONRY (BRICK)* SEE ROOF "N�2x4 MEMBERS: �0 EACH END w/3-10d 0
BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY.
FRAMING (1) ROW OF 1 Od 0 TOENAILS.
CONCRETE SPECIFICATION& -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS AT 28 DAYS PLAN FOR EXTEND SHEATHING VERT. 4 (4) ROWS 12d NAILS 0 4" O.C. n/ LU
ESIGNED IN ACCORDANCE WITH ACI 318 DETAILS. TO TOP OF TRUSS AS SHOWN. AT 12* O.C. V)
ALL CONCRETE HAS BEEN D PROVIDE 2x4 BLOCKING t 2x6 MEMBERS
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. E EA. SIDE. (2) ROW OF 10d STUD BELOW
GENERAL NOTES: AT HORIZONTAL JOINTS. ROOF SHEATHING, SE (3) ROWS 12d NAILS 0 4" O.C. LOWER TOP 4-10d
SPECIFICATIONS BELOW. AT 12" O.C. OVER LAP DOUBLE COMMONS
HEEL ;P V-13" STAGGERED PLATE AT BREAK.
FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
WALL INTERSECTION
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY 13EAMS ORTHOGONAL MEW
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST 2x8 ROST OF� CORNER CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. NTH GAP SHOWN.
<
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6Y4- Uj
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK 0 z
SDWC15600-N,, ENGINEERED WOOD ENGINEERED WOOD
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR)
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 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 #3 048" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN
PROVIDE CON11NUITY 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- CORNER WALL INTERSEC11ON
BAR DIAMETERS DETAILS. SHEATHING MAY SDWC1 5600 CONDITIONS. CONDITIONS
TERIANATE AT SIMPSON LSEE ROOF
CONCRETE SLABS ON GRADE: SIMPSON-/ TOP OFDBL. SDWC1 5600 FRAMING 3-PLY 4-PLY NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 TOP PLATE SEE NOTE 1. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
SEE NOTE 1. --VL- -L4A DETAILS. 14" LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C, VERTICAL.
TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR FOR ALTERNATIVE METHODS. TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
0 0
DNS: 5" < HEEL < l'-O" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
WOOD FRAMING SPECIFICATI HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. U
SOIL SHALL BE PRESSURE-TREATED. IF, ACE) 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: OPTIONS ARE SHOWN.
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC: 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 WOOD TRUSSES, AT TOP PLATE TO STUD, SPACE 0 48, D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
INTERSECTIONS STUDS CONFIGURATIONS
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION t*7
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALLHAVE TEMPORARY BRACING PER 'COMMENTARY' AND /06 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 USING (2) STRAPS ON \S0.0/ Vo-OV
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER.
KING STUD TO TOP PLATE! TRUSS TO PLATE:
ROOF COVERING SPECIFICATION& SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWCSCREW DESIGN
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. 40T REQUIRED RITERIA
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 GABLE ENDS. C
SDWC15600 SCREW
TOP PLATE TO HEADER FASTENING*
WATERPROOFINGo NOT REQUIRED AT GABLE-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED AND
FOR GABLE ENDS. 0 P
THAN 4'-6"
I PLATE TO HEADER: GENERAL
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND AB13REVIATIONS KING & JACK 0 1'
STUDS SEE PLAN- KING & JACK SDWC SCREW 0
CONNECTION STUDS SEE PLAN 24 O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL NOTES
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLAf`E§ SEE\ HEAD VR S31LL
L31/2 x3l/,x/. 4- 6'-0' GABLE X-BRACE, SEE DETAIL 10/SO.1 S PLA S SEE\ 2X6 WALL
(MIN) CHEDULE 'OM
TION (2-16d) 3-GUN NAILS 00 NOT LE D NS..=
TOP PLATE, LAPS/INTERSEC FACE NAIL L4x3/2"XVI 6' 8'-0' HEADER SIZE, JACK AND THESE DR=INGS.'MIFEA DIM )NIS
DESIGNATES SHEARWALL. THE (2)2x8-1/2 KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH LATE: zz'' UNCLEAR REFER TO THE
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF HEAD Ofj SILL KING STUD TO FRAMING BELOW: TRUSS TO P ARCHITECTURAL DRAWINGS OR
L5x31/,'V/4 6' 10'-0" 3- ROUGH OPN'G, SEE ARCH SDWC SCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1Y2" CONTACT THE E.O.R.
L6x3'/2 V/4 6- 12'-0" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS SW 3'/6' DESIGNATES 8d COMMONS 0 3* KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR PLAN NAME
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" nELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ CAPTI VA - CLASSIC
2 XI/4 6 16'-0"
L7x3'/ 14 16 O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS 24" O.C. CS / KM /LAP
PAINT. 2X4 WALL
BOT BOTTOM MONO Monolithic THAN 3'-6"
RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT LG - Long GABLE ENDS OR 2-STORY
TOE NAIL (3-8d) 3-GUN NAILS 7;ATHER BM BEAM MANUF -- Manufacture WALLS THAN 8' OR OPENINGS LESS DATE
RAFTER TO PLATE - 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG BEARING OC - Or Center HEADER FASTENING SECTION
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board 05.16.17
DBL DOUBLE PERP - Perpendicular I A A A I
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/,,x3* WD. I DIA DIAMETER PRE ENG - Pre Engineered 1, .. ..
CS18 STRAP W/6-10DXlX-
SCREWS INTO HEADER AS NOTED
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT
PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch I
11 �. NAILS EACH END. STRAP ATTACHMENT CAN BE
SEE NOTE 2 f I STUD OR 2X1O I LPA No.
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT PRESSURE TREATED INTERIOR OR EXTERIOR SIDE OF WALL.
BLOCKING FASTEN- STRAP
3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick Tie SOLE PLATE CONNECTOR PLATE ANCHOR STRAPPING NOT REQUIRED NOT REQUIRED AT THE FOLLOWINOFFICE COFY TOLL-17-00445
STUD TO SOLE PLATE TOE N'AIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24- O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF/ PER SCHEDULE AT LOWER LEVEL HEADERS W/8-10d COMMONS GABLE ENDS OR
TIES 0 12' O.C.. (FOR 11Omph FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot JACK TRUSSES LESS c6NTROL No.
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 8" HEADER STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAI� BRICK LINTEL, FDN FOUNDATION SPIF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine SINGLE STORY (STACKED WINDOWa MULTI STORY THA 3915
SEE SCHEDULE i WEWED FOR CODE COMPLIANCE
3"xO.131"0 = GUN NAILS 2*xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/16"O WEEP FTG FOOTING THRU - Through (UNSTACKED WIND2K) i � SHEET
2"xO.113"0 = 6d 2/,"xO.131"0 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HDR HEADER TYP - Typical r8 TYPICAL HEkDER STRAPPING CITY OF ATLANTIC BEACH
HORIZ - HORIZONTAL LION - Unless Otherwise Noted
:DER
CARCHE
TRANS S.
OPTIOt
SEE R
'F
eOVER LA
W
P
C'FICA'
PRE E,
Roo T
WtSHEA
RIV F3-PL) FA-Ply
T(�7�
P'
TEE �H
j
IT=F
CONTAC'
T
EW
CAPTIVA
A TO HEADER
SDWC SCREW
r
BR
3"xO.148"0 10d 3/,"xO.162"0 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT Vertical SEE PERMITS FOR ADDITIONAL
I'll�-O SOD
11/2"xO.148*0 10dxl'/2" 11/2"xO.131 0 8&11/2" WWF Welded Wire Fabric REQUIREMENTS AND CONDITIONS
&-on f
OVERLAP SIDEWALL
TOP PLATE
OVERLAP SIDEWALL 21 . . . . . . . ... ALWAYS PLACE
TOP PLATE HEADER AT
CRIPPLE j TOP OF ROUGH
STUD OPENING
GARAGE . . .. . . . . . . . . . . . . . .
HEADER GARAGE HEADER, GARAGE HEADER, . . .. . . . . . . . .
SEE PLAN SEE PLAN
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . .. . . . . . . . . . . . . FULL HEIGHT
. . .. . . . . . . . . . - - THREADEDROD
HEADER AT PACK WITH 2-ROWS OF 16d . .. . . . . . . . . . . . . . . "o Lou Pontigo and
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. ss ciates, Inc.
OPENING
A2)20ga STRAPS
HEADER TO JACK ATTACH GARAGE DOOR THRU ... . . TEXTEND HEADER TO
FAR SIDE OF WALL SPI ICE 2x6 x 4'-6* P.T. SYP NO.2 420 Osceola Avenue
7-6x6 P AS SHOWN.
(2)2x6 KING STUDS H TT5 W/ UPRIGHT BUCK DIRECTLY INTO (2)MSTA24 ST EXF'OSED RAFTER TAIL TO EACH ROOF Jax. Beach, Florida 32250
STUD PACK, PER GARAGE DOOR (2)MSTA2 �6 16 TRUSS 0 24- O.C.
(2)2x6 JACK STUDS %7 THREADED ROD-\ SUPPLIER Ph.242-0908 Fax.241-9557
.... EPDXIED 12" 4'-O"x4'-O" PIECE OF WALL
SHEATING INSTALL AT UPPER FL:CA# 8344 SC:CA# 3579
HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A
(2)2x STUD CORNER,,\ THREADED ROD 0 ALWAYS PLACE AND (1) .. .
SHOWN)
1> EPDXIED 12" HEADER AT PRE-ENGINEERED-
P.T. SOLE PLATE-,, KING. WOOD ROOF TRUSSES. 2x SPF BLOCKING
OPENING 12d COMMON RIPPED TO FIT %A E R j.
GARAGE HTT5 w IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
LATE TOP OF ROUGH '*�'<�JACKS AND KING \_FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS WIRE NAILS WITH GAP SHOWN
FLOOR SOLE P (STUDS, BLOCKING & SILLS) TYP. J
ANCHOR THREADED ROD STUDS PER PLAN. 0 4* O.C. 0- %
FLOO1 < . CL4
STAGGERED SOFFIT, SEE
EPDXIED 12" Z� �
SOLE PLATE HTT5 w/ Cj Cn
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS ARCH. No.
ANCHOR GARAGE WING WALL SECTION
THICKENED SLAB EDGE THREADED ROD
AT GARAGE OPENING. EPDXIED 12"
6x6 POST NTH ABU66 -.4
�4 P.T. SOLE ..- "I A--0 StAT
4 N-w/ 5/," THREADED ROD DOLIBLE-/
4 f-PLATE 1x4 P.T. SYP
f
P
A 4. NOTES: P THICKENED SLAB EDGE AT EPDXIED 12" MIN. TOP PLATE 1 4 FASCIA
GARAGE OPENING.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
SHEATHING MAY AL
GARAGE WING WALL ELEVATION
\-TERMINATE AT
4' TOP OF DBL.
Christopher I Sabou rin P E
'f .4 TOP PLATE.
FL PE#71461
REVISIONS DAT-'�
MEN GARAGE HEADER FRAMING GARAGE CENI ER WALL FRAMING W"M 3 GARAGE WING WALL FRAMING LESS THAN 12" RAFTER TAIL DETAIL E
0 \�SO.2 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,So.21 SCALE: 3/4" 1--0-
SO.2
FIELD:ALTERA-nON
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE IINTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
IN PECTION FEES.
1 -T Z
U
; < Ln
Lij LU
LLJ j
U
LLJ
Z
0 Z
r/ 4<
o
U
MISC
FRAMING
D:ETAILS
DO NOT SCALE DIMENSID FROM
�THESE DRAWINGS.IF A DIVENSJON D65
UNCLEAR REFER TO I-iE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PILA NAME
CAPT VAN- CLASSIC
DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
05.16.17
SCALE
AS NOTED
1 LPA No.
TOLIL-17-00445
CONTROL No.
3915
SHEET
OFFICE COPY S02
SHEtT3 OF7
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAB RECESS
Lou Pontigo and
Asso ciates, Inc.
89'-0" 420 Osceola Avenue
lax. Beach,Florida 32250
78'--0" 7'-0" 4'-0" Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
24x24 MASONRY PIER BUILT
25 -8 8P-O" ?& 5'-3" INTEGRALLY w/ STEMWALL.
17' REINFORCE w/ 2-#5 VERTICAL $1
DOWEL BARS. TOP PIER IS 6" Pf
1 2 ABOVE PAVERS (2 PLACES) .0,680
S1.01
S1.01 S1.01
H B No. 71
Z: %
= Or 9
lz�z - 7�
SItATE
7r-
Q,
MONO FOOTING TO 8 L_
STEMWAL F3 QO
t X' S L w/ 1. 1 01 tn
EL AIL
.01
2-#5x3O" DOW LS
6 EPDXIED 6" MIN. (TYP.)
Christopher I Sabourin PE
7'-6" qP-Opp
FL PE#71461
'0
7B CIO CO
r�E71SIONS DAI?)
0 CN I
OV
r9 I K4 S1.01
\�Si.oi
L JJ
(4 ,
MONO FOOTING TO
STEMWALL w/
2-#5x3O" DOWELS PROVIDE 2-#4x4'-O" 9 F3.gj
L CORNER CRACK BARS
EPDXIED 6" MIN. (TYP.) 'J
S1.01
6 c" AT SLAB MID-DEPTH. _j If FIELO ALTERA-nON
i CONTRACTOR SHALL CONTACT LOU
S1.01 I I
J PONTIGO a ASSOCIATES PRIOR TO
TF L3 0-11
_NV
CIO
S 1-�01
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS HICH MAY VARY
7P-O" FROM THE INTENT OF THE ORIGINAL
"T MONO FOOTING TO CONSTRUCTION DOCUMENTS.ANY
STAIRS BY FIELD ALTERNATIONS MADE PRIOR ID
9 STEMWALL w/ 9 BEING APPROVED BY LOU PONTIGO a
0 BUILDER ASSOCIATES MAY RESULT IN
S1.01 S1.01 0 ADDITIONAL ENGINEERING OR
2-#5x3O" DOWEL INSPECTION FEES.
F3.0 1019 14111 w
ol 1 1 23'-10" 1 7 3' EPDXIED 6" MIN. (TYP PAVERS
1BY OTHERS
\J� 3"
0 0
F-1
4" CONCRETE SLAB w/
L0
FIBERMESH @ 1.5 LBS/CU.YD.
OF CONCRETE OR 6x6 W1.4xW1.4
6 > 4 LD
WWF ON 6MIL VAPOR BARRIER S1.01 3
IN PREPARED GRADE.-\ S1.01 Ln
C14 '\�L V1
STAIRS BY 12)-4$9
1 1 SIM. U.1
BUILDER - Uj
U_ 1 0 1/ 9 )l\
CN
X S1.01 108
PROVIDE SAW CUTS PER 4
S1.01
(D 0 5/t1.01, BUILDER TO -Vol _�O
COORDINATE WITH FINISH
I I PAVERS 00'
FLOOR MATERIAL.
T_-__
oo In BY OTHER
2 i
SLIDING GLASS DOOR
FRAMES MUST BE RECESSED 1r1z4XX_XXX_XXX_X X_XXX_;X4X444
Vy-A-"yy vy-z-vVy SAWCUT
SEE ARCHITECTURAL PLANS
FOR LOCATON OF SLIDING
GLASS DOORS. 0 UJ
F_ 3.1
CIO S1.01 <
L'r)
0
rl OB
STAIRS By C) S1.01
3: 1 -Do
BUILDER < -Vol
MONO FOOTING TO U)
1^4 STEMWALL w/
2-#5x3O" DOWELS ��-o 1
I C-1 ni
S1.01 EPDXIED 6" MIN. (TYP.)
- - - XXXXXXXXXI 1XI XX X. X.I.,N.01 - - - - - - - CN,
I%AAZ*AAAAA A�� r%
__j
18x18 MASONRY PIER BUILT 3
INTEGRALLY w/ STEMWALL. 1 S1.01 0
9P-6" ---REINFORCE w/ 2-#5 VERTICAL <S;11C U
DOWEL BARS. TOP PIER IS 6"
ABOVE PAVERS (2 PLACES) DO
78'-0"
e
8 9'-0"
FOUNDATION
PLAN
DO N=LE DIMENSIONS FROM
THESE NGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
FOUNDATION PLAN PLAN NAME
FOOTING SCHEDULE AND NOTES SCALE: 1/4" l'-O* r CAPT,VA - CLASSIC
DESIGN/PRAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
CS Z KM /LAP
F2.0 2'-0" 2'-0" 3-#5 EA. WAY BOT. DATE
F2.5 2'-6- 2'-6" 3-#5 EA. WAY BOT. 05.16.17
F3.0 3'-0" 3'-0" 3-#5 EA. WAY BOT. SCALE
F3.5 S-6" 3'-6- _011 4-#5 EA. WAY BOT. AS NOTED
F4.0 4'-0" 4'-0" 11-0. 4-#5 EA. WAY BOT. LPA No.
F4.5 4'-6" 4'-6" 4-#5 EA. WAY BOT. TOLL-17-00445
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CQNTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3915
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY S100
3.'SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
CORNER BARS (TYPICAL)
112" SOLE PLATE ANCHOR,
AT WALLS GREATER THEN HOOK INTO SLAB. 1 -#5 CONT., PROVIDE SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
FOR TEMPORARY BRACING
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN
420 Osceola Avenue
PERMANENT LATERAL IF
SUPPORT DETAIL. __..Az-SLAB ON GRADE, SLAB ON jax. Be ch, Florida 32250
2 _t__ -0908 Fax. 241-9557
SEE PLAN. GRADE, Ph.242
A FL:CA# 8344 SC:CA#3579
_4Z PLAN.
-T-
GRADE OR CONIC. 4 >\
SLAB, SEE PLAN. JIM--
R
#4 DOWEL TO MATCH VERT. 8 CMU STEM WALL W
-w-
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ONJ
STEMWALL SCHEDULE _d STEMWALL REINFORCING (SEE 4 #4 VERTICAL DOWELS @ 24" O.C. % a
4
GRADE- BEND INTO FTG.
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS.
SCHEDULE) w/ 6" HOOK INTO SEE PLAN N
CMU �,\\ I- . -. - 00 0. 7
REINFORCING
,1 4 FOOTING. LAP VERT REINFORCING S
COURSES 4 elf 0
4 z
<
25" IF STEMWALL IS GREATER
S --0 % S TA
1 TO 6 #4 VERT. 0 48"O.C. TE
�x
4
7 TO 10 #4 VERT. @ 24"O.C. '14 0
4 _j
THAN (3) COURSES. 114
— STEMWALL, SEE 1 /S1.01 4 CONTINUOUS CONCRETE
CONT. CONCRETE FOOTING tn
FOOTING
11 TO 121 #4 VERT. @ 8"O.C. CLEAR
AL
STEMWALLS OVER 6 COURSES TO 8" 1-STORY, w/(2)#5 CONT.
HAVE TRUSS TYPE HORIZ. JOINT I -Z,TYP Christopher ) Sabourin PE
REINF. BETWEEN EVERY OTHER "d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT.
COURSE. FILL CELLS SOLID. 10"x 2.0 F L P E#7 14 6 1
w/ 2-#5 CONT.
RE��IS'IONS
F
r2 OOTINGVVI SHOWER RECESS GARAGE STEM WALL
STEMWALL FOOTING r3
SCALE: 3/4" = V-0" k<�2.�01 (IF REQUIRED) k,�Ll.�01 (IF REQUIRED)
-�01
TYPICAL WALL FRAMING AND ANCHORAGE FIELO ALTERA'nON
PER CONSTRUCTION SPECS.
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
(1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
CORNER BARS (TYPICAL) FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
12" HOOK INTO SLAB.
ARCH. BEING APPROVED i3y Lou PoNmo a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
(4" MAX.) EQUAL TO SLAB INSPECTION FEES.
THICKNESS.
SLAB ON GRADE,--�"z- 7B @ SLAB RECESS-
SEE PLAN-,
BRICK VENEER IS
ACCEPTABLE: WITHOUT
INCREASE OF FOOTING U 0
4-- WALL FRAMING
WALL FRAMING-\ SIZE.
7 \,,I., 4<
1 DEEP SAWCUT w/ SLAB ON GRADE,
8" CMU STEM WALL W/ V SLAB ON ELASTOMERIC SEALANT-\ /SEE PLAN -2-#5 CONT. Uj
#4 VERTICAL DOWELS @ 24" O.C. STEP, SEE ARCH. PLA SLAB ON Uj
90* BEND INTO FTG. 00
GRADE-
77
_4� GRADE, 0
iSEE PLAN z_SEE PLAN.
N.-SLAB ON
GRADE, 6
ry 4; 00
b `-SE
NOTES: E PLAN. 4. j
LLSD 1) PROVIDE SAWCUTS TO CREATE
0 4 Uj
NCR ETE--Z LU
CONTINUOUS CO APPROXIMATE 12' X 12' MAX. SQ.
1 /-7 7 1�7
z
FOOTING 2) SAWCUT CONIC. SLAB WITHIN 4 TO
3" CLEA!�
TYP 12 HOURS OF CONIC. PLACEMENT. OPTIONAL 8"xl 6" 1-STORY, w/(2)#5 CONT. 3-
1 0"x20" 2" FLAIR 8%20" 2-STORY, w/(2)#5 CONT. 8"xl6* . 1-STORY, w/(2)#5 ��CONT.
8"x20* 2-STORY, w/(2)#5 , CONT. 0
w/ 2-#5 CONT.
ry
7�
r7
STEMWALL AT GARAGE r5 SAW CUT DETAIL /'0''6 \ BEARING AT INTERIOR MONO. FOOTING AT STEP-bOWN
r4
SCALE: 3/4" V-0" 4<
-�01 1\�-o 1 ��-O 1
LLJ
TYPICAL WALL FRAMING
AND ANCHORAGE PER
MATCH DOOR
PAVER BY CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS
OT ERS SLAB ON
BOND BEAM w/1-#5
4. GRADE,
SEE PLAN.
X SLAB ON PAVING MISIC
< 8" MASONRY i BY BUILDER
L
m STEM WALL w/ GRADE, 12"xl 2" 1#5 CONT. FIRAMING
.1 A —A_ SEE PLAN. DETAIL 10B
C> 1-#4 @ 48" 0.C. . a
GRADE OR CONIC. 2� X CO E.J.
DETAILS
R < MATERIAL
SLAB, SEE PLAN. :m 1,
- SLAB ON
0 Q 2E 4
C14 -4 GRADE,
SEE PLAN.
ALT. FOOTING AT
BUILDERS DISCRETION.
:04, 1�
7 Do NOT SCALE DIMENSIONS FROM
4 #3 @ 48" 0.C. OR THESE DRAWINGS.IF A DIMErSION IS
ROD CHAIRS (TYP.) THICKENED EDGE DETAIL 10A UNCLEAR REFER TO THE
w/ 1-#5 CONT. ARCHITECTURAL DRAWINGS OR
(2)#5 CONT. CONTACT THE E.O.R.
1211 NAME
12" THICK x 20- W16� w/(2)#5 CONT. P�LA
CAPTVAN- CLASSIC
DESIGN/DRAWN/CHECKED
CS KM_/LAP
DATE
PORCH STEM WALL MONOLITHIC EDGE FOOTING
r8 j/ 1�o THICKENED SLAB 05-16.17
I SCALE
-�01 \��L-0�1 I< -�01 AS NOTED
LPA No.
TOLL-17-00445
CONTROL No.
3915
SHEET
OFFICE COPY
SHEET 5 OF 7
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SW: 3&4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 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 PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Ass 0!ciates, Inc.
ANCHOR. LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
V A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
PROVIDE MIN ......
(2)IN TERM EDI ATE- JACK �4 E Ff ""'Ok
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR C7
STUDS. FASTEN TOP & 6N
,\0
CANTILEVER BEAM TOP PLATE, SEE DETAIL 12/SO.1 CL�
H B BOTTOM wl SDIAIC1 5600
(2)2x6-1/1
(2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 A307 DIAMETER THREADED
PAST POST TO ROD TERMINATES AT FIRST FLOOR No.
SUPPORT TRUSS ABOVE TOP PLATE, SEE DETAIL 12/SO.1
Li ��)2xl 2
OSB WALL (3)M-1/3
-0 -1- StAT 0
SHEATHING. SIMPSON HTT5 SEE DETAIL 15/S0.1
OSB WALL
TRELLIS BY A
HUC210-2
co liZ HANGER
BUILDER SEE HEATHING.
ARCH FOR A iL
FASTEN TOP I SIMPSON DTT2Z SEE DETAIL 15/S0.1
DETAILS OF WALL PER--,, Christopher ) Sabourin PE
DETAIL 5/S0.1. FASTEN TOP
OF WALL PER PROVIED MIN. (2) SIMPSON LTT208 SEE DETAIL 15/S0.1 FL PE#71461
`-, 0 04
DETAIL 5/S0.1. INTERMEDIATE JACK -
co PROVIED MIN. (2) 1 to _j T n X WALL STUD SCHEDULE Ri�I�SIONS DATE
I -,, STUDS. FASTEN TOP & 00 04
I- 7-F Do X
INTERMEDIATE JACK
04 PLATE STUD SIZE
BOTTOM w/ SDWC15600 LOCATION
STUDS. FASTEN TOP & N HEIGHT & SPACING
BOTTOM w/ SDWC15600 9.
'0
X
EXTERIOR 2x4 SPF#2 0 16* O.C.
MAX
EXTERIOR 10-1 2x6 SPF#2 0 16* D.C.
STRAP HEADER MAX 2x4 SPF#2 0 12" D.C.
0-1
6x6 P.T. SYP#2 POST EXTERIOR I TO 2x6 SPF#2 0 16* O.C.
PER 7/S0.1 '14-0
')HEATH CONT. THRU
'�_�STRAP HEADER I E /-w/ABU66. SEE DETAIL INTERIOR 10'-0" 2x4 SPF#2 0 16" O.C.
PERPENDICULAR WALL E MAX
E
PER 7/S0.1 1�4 C====;=== E 2/S0.1. (TYPICAL) INTERIOR 12 1-0. 2x6 SPF#2 0 16' O.C- 21
A MAX 2x4 SPF#2 0 12* D.C. FIELDALTERAMN
213111.1119= CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
ilk 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE IN ENT OF THE ORIGINAL
A�31 LN I U"'
0 WALL P ER
ETAI� 5/So.1_
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
(2)2x10-1/2 CONSTRUCTION DOCUMENTS.ANY
04
to ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO
SEE 3/S0.1 FOR BEAM 11�1 I BEING APPROVED BY LOU PONTIGO
i TOP PLATE TO STUDS X 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN
04
CONN. (TYPICAL) w/ SDWC15600 @ 48" O.C. TOP PLATE STUDS w/ SDWC15600 @ 48" O.C. X YELLOW PINE. ADDITIONAL ENGINEERING OR
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
2x4 SPF#2 SIUDS @ 12" O.C. SEE 3/S0.1 FOR BEAM
2x4 SPF#2 STUDS @ 12" O.C. 7o, 7 'ON
SHEATH CONT. �' N. (TYPICAL) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
PRIOR TO FRAMING SEE DETAIL MINIMUM. SEE 3/SO.O FOR ADOITIONAL ANCHORS AT
E(2)PLY 9.1 25" LVL-2/ SHEARWALLS
I I F
POCKET FOR SGD . 1/SO.2. z
z
COMBINED USE PANEL NOTES
PIX STRAP HEADER -
F
PER 7/SC.1 1. EXTERIOR WALL SHEATHING SHALL BE
L CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
f TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING V)
j SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
r N41 LU TRELLIS BY
0 Uj
C14 BUILDER SEE
FASTEN TOP OF WALL < 1-, 2. SEE SHEET SO.0 FOR WALL SHEATHING LU
N11 LLJ ARCH FOR SPECIFICATIONS.
F)ER DETAIL 5/S0.1. I n = 0
> CN DETAILS
r Lij 3. UPPER MOST TOP PLATE SUPPORTING ROOF
X Q
0 N MEMBERS SHALL BE STRAPPED AS SHOWN IN
< DETAIL 1/SO.O
C14
< U LLI
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
OSB WALL EE DETAIL z
IS)
14
0.2.
SHEATHING. GENERAL NOTES
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. Z
L SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0
SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
Ld I < Uj
0 C14 PLIES.
< 1_�
Ld 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
416 T SHEATHING SPECIFICATIONS.
LLJ X
0 C14 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
< 1-1
C14 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
I of, TOGETHER PER DETAIL 6/SO.O
%L.1 <
X
N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
HUC41 _ CN,4 3/SO.O U.1
F_
HANGER 1 0
F, 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z
I Nk. (2)P 12 L V�_ ATTACHMENT PER DETAIL 5/SO.1
m 4- 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
L_ B_� SEE DETAIL TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
(2)2x6-1/1 H 1/SO.2.
CANTILEVER BEAM 6x6 P.T. SYP#2 POST (2)2x6-1/1 (2)2x6-1/1� (2)M-1/1 (2)M-1/1�
PAST POST TO` w/ABU66. SEE DETAIL 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
SUPPORT TRUSS ABOVE AND HOLD DOWNS
2/S0.1. (TYPICAL)
0
0
CS18 STRAPPING DETAIL
DO CS18 STRAP w/ 10"
Da
END LENGTH. FASTEN
THIS END W/ 9-10d.
Uj
WALL FRAMING-/ M
2x4 BLOCKING ROOF z
@ 24" O.C.
TRUSSES
2X6 FLATWISE FIRST FLOOR
1�>\\ _NO NAILS REQUIRED
BLOCKING FLOOR IN CLEAR SPAN
SHEATHING NAILER I I FRAMING
w/3-0.131 X3" TRUSSES- [NJ-%
OR JOIST.
EACH SIDE
X
-w 0 PLAN
WALL FRAMING-/ F I
z
SHEARWALL NOTE: SW: 3/6 CRIPPLE STUDS
16 It o.c, NAIL TO CS18 STRAP W/ 10"
SW: 3/6 DESIGNATES SHEARWALL ADJACENT STUD 2-SDWC15600 END LENGTH. FASTEN
AT EA THIS END w/ 9-10d.
NAILING - 8d @ 3" EDGE AND 6" "FIELD" w/3-10d COMMONS DO NOT SCALE DIMENSIONS FROM
BLOCKING THESE DRAWINGS.IF A DIMENSION ISS
UNCULAR REFER To THE
LAPCHITjE&URAL DRAWINGS OR
NT M
SOLE PLATE ANCHORS SEE SCHEDULE ON WALL SHEATHING CONTACT THE E.O.R.
WALL SHEATHING
ON DETAIL 3/SO.O
I (2)2X8 SYP#2 CONTINUOUS. _T�VA - CLASS--)
FIRST FLOOR FIRMAING PLAN PLAN NAM,
SCALE: 1/4" l'-O" PLATE r CAP IC
SOLE PLATE ANCHOR SPACING SCHD WALL SHEATHING DESIGN/,DRAWN/CHECKED
10d COMMONS CONNECTING BUCK AND PLATE CS KM /L P
ALL EXTERIOR WALL 42" O.C. @ 6"o.c I k w/8d @ 3" EACH SIDE DATE
UNLESS I OTHER NOTED 2x4xl2p' LONG ADJACENT 05.16.17
SHEARWALLS 24" D.C. TO STUD. FASTEN TO HEADER SCALE
(SW 8dOY/6")
WITH 2-SDWC15600 SCREWS. AS NOTED
�_SOLE PLT 0 1 1 WHEN NOTED ON PLAN LPA No.
SEE NOTE 2 TOLL-17-00445
CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/130.0 WOOD FRAMED HEAD ABOVE SLIDING GLASS 3915
SHEET
2. AN,'HOR SPACING SHALL BE AS NOTED. FOR OFFICE COPY
EXAMPLE - SOLE PLT 0 36" = 36"
ON-CENTER SPACING
SIA
SYMBOLS LEGEND
ME=
TS16 __[DESIGNATES UPLIFT CONNECTION.
NOTES,
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. F)R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. F)R GENERAL DESIGN SPECIFICATIONS SEE SHEET =.
4. VIHEN USING (2)H2.5T CLIPS ON 1'/2* WDE LUMBER. PLACE CLIPS
DAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Oontigo and
TRUSSAsso I ciates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Bea;ch, Florida 32250
Ph. 242-0,908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
4 RAFTER TAILS, 2 E R
SO.1
SO.2 SEE_ DETAIL 4/SO.2 *04,4
E
No
731t
S-'rA
X
�'*
TRELLIS BY
BUILDER SEE STUD DIRECTLY AL
TOP PLATE TO him
ARCH FOR IBELOW TRL 5600 SIUD SDWC15600
DETAILS C h r i s t o p h e r j Sa bou ri n P E
FL PE#71461
TkILISS TIE DOWN WITH SIMPSON SDWC
PORCH CEILING SHEATHING
r F��7190NS DATE
AT BOTTOM CHORD OF
TRUSS SEE 2/S0.1. Rafter to Top Plate shown
Truss to Top Plate similar
T_ Optimal 22)T
IS 1
10,
^2 W
SOA
/0 FIEL6 ALTERA-nON
STU DIRECTLY CONTRACTOR SHALL CONTACT LOU
PONTIGO Ek ASSOCIATES PRIOR TO
Y\\ BEL)W TRUSS Y-Max MAKING ANY STRUCTURAL FIELD
2 MODIFICATIONS WHiCH MAY VARY
CONSTRUC TION DOCUMENTS.ANY
X FI -0 ALTERNATIONS MADE MIOR TO
BEING APPROVED BY LOU PONTGO a
iSDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
STUD SDWC15600
jbig; 1. Sloped—roof rafters may be sloped up to and including
2. Reference detail 4 for installation instructions.
a 12:12 pitch and must be 'birdsmouth" cut.
WK
E'T
BEU
TRELLIS BY SIMPSON SDWC INSTALLATION RANGE
N
ER SEE
ARCH FOR LD
N
DETAILS
X X
LL1
<
AN z:
r2
L
IIF
X 1ISTUD NOT DIRECT z
BELOW TRUSS 0.
SDWC15600 Uj
hqtC Reference detail 2a for installation angle limit
1711---
"X
SDWC INSTALLATION
PORCH CEILING SHEATHING
AT BOTTOM CHORD OF—
TRUSS SEE 2/S0.1. Rafter to Top Plate shown
(Truss to Top Plate similar)
LLJ
N N
N CN N M 0
a 3) EM M _3
0 l-_ l-_ 7t STUD NOT DIRECT
F
rr/71 7;Ilt/ i
BELOW TRUSS
JB
IF 11 11 11
Do not install SDWC in
hatched area
2 RAFTER TAILSJ 4 0 0
SEE DETAIL 4/EO.2 SO.2
SOA Le SDWC15600
L
Da Overhang 1 1/2' MIN
2" MAX
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
SD�C INSTALLATION RANGE
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING ROOF TRUSS
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
SCREW UNLESS OTHERWISE NOTED PL�CEMENT
V" minimum edge ,,--Rafter or Truss PLAN
distance for full
values (with or Splice may be in upper or
without a plate lower plate
splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
r UNCLEAR REFER TO THE
A* from top plate RCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.P.
for full values RECT LAN NAME
'EMENT PLAN V _
ROOF TRUSS PLAC. r CA7PTA CLASSIC
SCALE: 1/4" 1'-0" DESIGN/IDRAWN/CHECKED
CS KM /LAP
DATE
SDIWC AT TOP PLATE SPLICE :05.16.17
SCALE
AS NOTED
LPA No.
TOLL-17-00445
cbNTRCL No.
3915
SHEET
OFFICE COPY S12
SHEET 7 OF 7
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d 0 4" D.C. WALL SHEATHING
PLATE w/ 1 Od 0 3" O.0 STUD WALL FRAMING
8d COMMON WIRE NAILS -wl 2x SOLID BLOCKING
X1 AT SHEATHING EDGE
TO BLOCKING 0 3" O.0
6-
BLOCKING ONLY REQUIRED T DBL. TOP MAX NOTCH HEADER
PLATE 4
BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA
AT SHEARWALLS AND �L L� Lou Pontigo and
STUCCO FINISH 5-8d COM PDRCH SHEATHING, HEADER TRUSS. ATTACH AT EACH WA
EACH SIDE \S:E SPECIFICA11ONS PORCH STUD w/ 3-16 NAILS AT EA. Asso:ciates, Inc.
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 B---LOW HEADER, FRAMING INTERSECTION. (MIN. OF
8-GUN NAILS
0 8" D.C. SHEATHING SPLICE 0 8" 0.C. 24" 0.C. BETWEEN OUTER WALL- SEE PLAN. 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue
PORCH PARALLE HEADER & SUPPORT FULL HEIGHT
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. 1�\_(2)MSTA24 Jax. Beach, Florida 32250
TO WALL ANCHOR OR DTT2Z
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS Ph.242-0908 Fax.241~9557
BOARD (TYP) BOARD (TYP) 3" 0.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL 8 FL:CA# 8344 SO CA#3579
EACH SIDE FLOOR r -41 oPTION A TO PORCH HEADER. WALL
FLOOR FLOOR OF �SPLICE TRUSS SHEATHING
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
STRAP w/11- P03T 4x4 POST-ABU44
OR JOIST. OR JOIST. 2x4 SYP#2 24" 16 GUAGE STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL 10dx%" EA. END BELOW STRAP w/11-- 6x6 POST.ABU66 LSTA12 FOLDED OVER TOP /-w/ 2x SOLID BLOCKING
FASTEN EA. 10dxl)�' EA. END AT SHEATHING EDGE
k DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
END w/ CONTINUOUS OVER -10d TO BLOCKING 0 3" D.C.-"<,""
INTO TOP PLATE & 5
-X" OSB or PLYWOOD 3-10d COMMONS PORCH. 6. HEADER
RIM BID
NAILS INTO BEAM. SPACE
ARID Y4* PORCHHEADER, SLAB 0 E
SEE PLAN 1�16
SHORTER THAN ITS16 MAX L. 11 0 48" O.C. OMIT IF WALL 1 41,
FLOOR SYSTEM. ALIGN CEILING #4�
WALL FRAMING WALL FRAMING WALL FRAMING 3TRAPS MSTA24 %' ROD I SHEATHING IS INSTALLED N
VERTICAL JOINTS NTH LINE ROOF TRUSS
STRAPS EPDXIED 6" MIN ON FACE OF BEAM
OR JOIST-,,,�
WALL SHEATHING i
oe
SHEATHING SPLICE JOINTS INSTALL FLOOR TO - "I FOR PERPENDICULAR
FLOOR STRAPPING PER PLAN VIE PLAN VIEW OF ELEVATION VIEW OF \TRUSS CONNECTION
TE F
BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 8-GUN SEE DETAIL B ABOVE 0 4
LLS AND--/4 PORCH HEA PORCH HEADER PORCH HEADER 4QZ.
AT SHEARWA EACH SIDE NAILS- CONTINUOUS 2x6 SYP#2
STUCCO FINISH OF SPLICE AT CORNER AT POST AT POST
FULL HEIGHT LEDGER FASTEN WITH
OPTION 1 PTION 2
ANCHOR OR DTT2Z 5-0.1310" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHE SPECAFICATIONSa HOLD DOWN AT MIN. (2)2x4 WOOD
GYPSUM R PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" D.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS ........
NOTE 1: OR OPTION B TO PORCH HEADER.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSS OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Christopher I Sabourin PE
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FL� P E#71 461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS t-3-\TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION
WHEN 4
ul SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF �ISIONS DATIEN'III
\�.�O AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/S0.1 FOR
,,-DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
SYP#2 2x4 NAILER FASTENED TO TRUSS
A RELD ALTBRAMON
FLOOR OR ROOF FAS 2-SIMPSON H2.5T.
TRUSS.-\-4 BOT CHORD w/ 0.131x3" 0 3" O.C. V-0 @-\j
2x4 SYP#2 CATS AT 12" NED TO SHEATHING w/ 8d 0 3" D.C. ROOF
TRUSS. t t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP ,,-ROOF TRUSS. SDWC 15600 ---------- --------- -4 PONTIGO 41 ASSOCIATES PRIOR TO
PLATE w/ 4-0.1310�`: SHEATHING FASTENED TO 0 32 O.C. MODIFICATIONS WHICH MAY VARY
COMMON. MAX. SCREWS FROM THE 91'4TENT OF THE ORIGINAL
- i /TOP PLATE w/ 10d 0 3" D.C. SHEARWALL--\ 11 ::1 F-1 0 CONSTR TION DOCUMENTS.ANY
16* MAX. OSB WALL I LID ALTER TIONS MAC,�PRIOR 10
2x SYP#2 CONT. ATTACH D BEING APPROVED BY LOU PONTIGO&
FASTEN CATS EACH END w/7- TO TOP PLATE AND TRUSS SHEATHING C QJ ASSOCIATES MAY RESULT IN
3-0.1310" COMMON TOE NAILS
w/ 0.131x3" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR
SHEARWALL ORJ 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ C INSPECTION FEES.
EXTERIOR WALL +- SHEARWALL SW 8dO3"Z6" SW 8d@,3"Z6"
PERFORATED sHEARwALL SEGMENTED SHEARWALL STRAP KING POST TO
ALTERNATE A ALTERNATE B ALTERNATE Q ALTERNATE G POST BELOW WITH 2-CS16 STRAP KING POST To
U TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7 Z
OSB DIAPHRAGM FASTEN ROOF FLOOR DEC 10d 04"O.C. SW 8c!03�6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
TO NAILER w/ (1) ROW 8d TRUSS.N1 FLOOR
2x4 SPF#2 CONTINUOU TRUSS. jj�- END STUDS TO FOUNDATION END STUDS TO FOUNDATION
0 3" D.C. FASTEN TO TOP LEDGER FASTENED W 8dO3�6: HTT5 OR HDU5 IV;-8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
PLATE w/ (2) ROWS 7/, U LD
Ose TRUSS WEBS NTH CONNECTION
OF 8d 0 3" D.C. BLOCKING w/3-0.131x3" SOM PLATE ANCHORS SOLE PLATE ANCHORS UPUFT CONNECTOR CONNECTIO UPLIFT CONNECTOR
-0 PANEL COMMON. 2JLARWALL NOTES: TEE SCHE-'DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUTN V)
FLOOR 1. AT ROOF TRUSS,
2x4 SPF
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" D.C.
TO TRUSS BOT. CHORD w CH END w/ 2x4 SYP#2 CATS AT 12" CHOCSE A,B,C,D, OR G. 1. PROVIDE 3(6" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN Uj
FASTEN CATS EA J PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310" 0 3" D.C. 3-0.1310" NAILS 0 6* O.C. D.C. FASTENED TO TOP 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
INTERIOR— PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
Sw-2-// + - SHEARWALL. __ )R COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. HOLD DOWN AT BASE U.O.N
SHEARWALL 0 _// OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16d NA!LS EXTERIOR WALL TRUSSES.
(TYPICAL) & FASTEN ALL INTERIOR EN TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERNATE E ALTERNATE F 3. USE ALTERNA Uj
E & -- FOR FLOOR 4. INSTALL INTERIOR FOOTIsIG BELOW SHEARWALL PER DETAILS ON S1.0 U.1
L-LU6CHMENT 7 � z
SH r6--N T Y P WHEN 7
EARWALL ATTACHMENT AT ROOF a FLOOR ICAL S JEARWALL ELEVATION HEADER TIE DOWN
%,S0.1j \SO.1jPROVIDE SOLID BLCCKING WITHIN FLOOR SYSTEM AT SW END POSTS. Ul SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0 Z
T-
r/ Uj
8d COMMON NAILS L 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.
I' ROOF NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS SINGLE aRACING N07ES AND SPECIFICATIONq
AT 3 O.C.(TYP) TRUSS BRACING
0 24" D.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN TRUSS
m m FOR T-BRACE SHALL BE 1x4 SYP#3
EACH END w/3-10d-J H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS 1 1 4<
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTCO-OKER TO TRUSS. (LION)
AT 16" D.C. AT 16" D.C.
FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRj R
w/ 4-12d NAILS AT EACH RAFTER.
ROOF SHEATHING (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
COMMONS
THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER.
LU
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSSJ ROOF TRUSS SIMPSON H3 w/ 10-8d COMM ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP z
ON BRACE FRONT SIDE OF WEBS.- IIiIII,,D
SYP#2 LEDGER ATTACH DBL. SYP 2 LEDGERI----V-- DRAWINGS. THE CONTRACTOR SHALL
NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO ACH STUD, THESE STRAPS
2x4 SPF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW.
REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME WEB w/ 1�d 0 6"O.C. CHORDS AND ATTACHED TO EACH
RAFTER LENGTH LENGTHS > 8'-0".
A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE T-BRACE TO BE THE) TRUS NTH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE' SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER /--GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO E BRACED.
0-775 2x6 wl 5-0.131x3" 1850-2345 2x8 w/ 6-V,"0x6" SDS SCREWS END W1 3-10d TOENAILS (APPROXIMATELY 457.) TO THE
LOCATION. JE MORE THAN
(1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/,"OW SOS SCREWS
BRACE IS NEEDED, OVERLAP BRACE
BLOCK TO DBL TOP WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w/ 10-0.1310" 1�5 AS SHOWN. I
PILT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CD- MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFIRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS I CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6* SYP#2 LATERAL BRACE EA.
X-BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48" D.C. M IDBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
MAXIMUM SPACING OF 20 FEET.
COMMONS I
CHORD OF EA. 'RUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 36" D.C. OMIT IF
WHE)f 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING PERMANENT TRUSS BRACING
ri 0-"\ SHEATHING OVERLAPS GABLE 12" MIN
0 SO.1 TRUSS TO [EDGER CONNECTION BY TRUSS 01 FRAMING
SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4*-6" MAX. SCALE: 3/4" V-0-
ENGINEER. NOT SHOWN FOR CLARITY \.�i \�.�i MIN 2 PLY STUD MIN 2 PLY STUD
2. ALL MATERIAL TO BE SYP#2
IN LIEU OF 2 STUOS IN LIEU OF 2 STUDS
.D ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS Dg:TAILS
-29t1k A FULL HEIGHT TO.SISTER A TO SISTER A OR BEAM GIRDER TRUSS
WASHER ELALL 1XI MIN 2 PLY /-36 LONG STUD 36" LONG STUD OR BEAM
LVV 4, ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/1 2- FASTEN w/12-
@ T) FOLD OVER TOP PLATE (2)MSTA24 STRAPS 7'
0.1310" GUN -fO.13lx3* GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR
DOUBLE FULL HT. NAILS (2)MTS12
SOLE SYSTEM SHALL CONSIST OF %*0 A307 THREADED HDU5. FASTEN-\s
FULL HT. TOP PLATE. ANCHOR FASTEN w/18-10d (2)VTS1 2
RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-1 Od COMIONS 0.
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I A I I I
CONNECTOR Id j
SIMPSON DTT2Z
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE -W/8- Y4"XlX" I THESE DRAWINGS.IF A DIMENSION 6
PLATE SEE PLAN r TOP PLATE, PROVIDE A 2"X 2"X X* STEEL WASHER. SIDS SCREWS UNCLEAR REFER TO THE
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) o. \_SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
FULL HEIGHT CONTACT THE E.O.R.
I MINIMUM 2 PLY LTT20B THREADED ROD
0 ROD (2)H2.5T (2)H2.5T
FULL HEIGHT A-, ROD INSTALLATIOIAL AT ALL PLATE PENETRATIONS, MINIMUM STUD X" THREADED ROD 'i WITHIN 6" OF MINIMUM
j LAN)
THREADED ROD PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE 2 PLY-�j EPDXIED 4" MIN OR, GIRDER (SEE P 2 PLY AT 2NID STORY NAME
SEE PLAN DIAMETER OF THE THREADED ROD USED. "ILE TURN TITEN HD AT2NID STORY THREADED �LAN
I- - I @ ELEVAnobL SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE COUPLER TIGHT STUD STUDS PROVIDE ROD EPDXIED [)'2x6* TITEN HD THREADED ROD STUD STUDS PROVIDE CAPTIVA - CLASSIC
STEEL COUPLER @ (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN EPDXIED S1 STRAPS
MiERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE I DESIGN/DRAWN/CHECKED
(OPTIONAL, LOCATE FULL HT AT BASE OF STUDS 4" MIN OR AT BASE OFSTUDS
(FLOOR TO
ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HID ROD COUPLER )�W TITEN HD FLOOR) CS KM /LAP
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS - THD37634RC (%%6;Y4") (FLOOR TO FLOOR) .93�
VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO MINIMUM
AT SILL PLATE AT TOP PLATE 9z 2 PLY HOLD DOWN SEE PL0 DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT AOM THE UPPERMOST PLA7E %IIALL BE SIMPSON DTT2Z /-STUD ROD = DTT2Z 05.16.17
SECtOW OVER THE WASHER TO A SNUG-IMT
FULL HEIGHT ANCHOR INSTALLATION CHART % ROD = HTT5
CONOFWN PLUS ONE-HALF TURN OF A STANDARD W/8- Y4"Xl)'2* HTT5
FLOOR I I SCALE
FRAMING WRENCH (APPRO)WARLY 30 ".-M OF TQRQUE� SDS SCREWS BUILT-UP ST BUILT-UP POS
THREADED @ (9) T) DUE M SHMNKAGE AND COMPRESSION OF SULDIING SEE PLA7. SEE PLAN. T1- AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CO"tACTORS SHALL RE-7MIEN NUT 70 30
THREADED ROD HOLE HOLE SPEC. DEPTH DIS NCE FT.-Lft OF TOME AFTER ALL IRADES ARE LPA No.
FOUNDATION, COMPLIEM AND 70 INSULAIM FFICE CC P)
SEE PLAN PER PLAN. 3/8 1/2"o 1/,"0 2x2x1/8* 4 4- 2' 3- TOLL-17-00445
EMBEDMENT 5/8 %"o '/4"0 3x3x/4- 7.5* 12- 2Y2" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT208 OPTION 1 OPTION 2 CONTROL No.
DEPTH Q DRILLIED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR i
MONO CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT TR CONVENTIONAL 3915
FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD 5/8" FULL HEIGHT ROD
SHEET
WALL SECTION THREADED ROD INSTALLA11ON CHART
V FULL HEIGHT ROD ALTERNATE
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THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,.so.1J ALTERNATE 0 Sd.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
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