1625 atlantic beach dr Lot 5 new home 2015 FILE-COPY
DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING
TYPICAE-DOUBLE TOP
DESIGN CODE: COMPONENTS & CLADDING GARAGE D06-R-- UPLIFT O.131XY TOE NAILS MNDOW SILL SCHEDULE
PLATE SPLICE
TYPICAL STUQ_NAILING- 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING: 4'-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x10, 2x12 (7) NAILS FASTEN ALL T
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF OP PLATES OPENING OR SILL PLATES FASTENER EACH END
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 0.131x3" END NAILS: 9" LVL, 11- LVL = (7) NAILS vvl (16) 0.1310" NAILS
(2) @ 2x4, -�1)2X4 SPF #2 (4)12d TOE NAILS
AREA (sf) GARAGE I TOGETHER w/ (3) ROWS --VENLY SPACED 4 4'-4"
10 ZONE (PSF) a' = 4'-6" USP A35 450 450 (9)1 Od x1�2 14" LVL, 16- LVL (9) NAILS OF .1310 @ 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d rOE NAILS
DOOR
DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (B'x7') -25.0 USP RT7 585 495 (5)8d EA. END (3) @ 2x6, -
ROOF FLOOR (4) 0 2x8. 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d
SYP#2 TOE NAILS,
USP RT8A 775 1 650 (5)1 Odxl 1/2" EA. END
- -HEADER, 14 12*-O*l (3)2x6 SYP #2 (1)A,35 + (4)12d TOE NAILS
860 7)1 Odxl 6"MAX. TOP PLATE PER PLAN 4'-0" MIN.
TOP CHORD LIVE LOAD 20 psf 40 psf 1. USE SPF#2 OR BETTER FOR! SEE SPECIFICATIONS
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf DOO� 23.9 1
ROOF LOADING -25.0 +22.9 -28.8 AR +21.8 TYPICAL WALL FRAMING NOTESJ #2 DEIL.
(cd=1.00) 50 +22.9 C ROOF SHEATHING,
(cd=1.25) GARAGE LISP MTW12 1195 1/2" EA. END I syp I U1111,
USP HTW20 1450 1245 (12)10dxI'/2" EA. END ALL WALL STUDS..
100 +21.8 -23.9 +21.8 -26.6 x7 Lou Pontigo and
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf - I L�if
THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TO SEE 5/SO.O Associates, Inc.
BOTTOM CHORD LIVE LOAD 10 psf 0 psf PLATES AND SOLE PLATES.P 2x-BLOCKING ONLY RAISED
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 EA. END REQUIRED IF SHEARWALL-\ U
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 RO) TO FTG. HEADER ARCHED TRANSOM OPTION,
DEFLECTION CRITERIA: SHALL BE PERMITTED --- 3. USE SYP#2 FOR ALL 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od I D HEADER HEADERS j I I DROPPED FASTENED w/ 3-0.131%,3" jax. Beach, Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,,"0 RO) TO FTG. 4. ALL WALLS SHALL BE U HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 - I SHEATHING MAY EXTEND 2" FL:CA#8344 SC: CA#3579
WIND LOADING: 5/,"0 RO) TO FTG. BALLOON FRAMED FULL PAST BLOCKING- WINDOW
. LINEAR INTERPOLATION IS PERMISSIBLE. I -------- ARCHED ATTACHMENTS MUST
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU44 2535 - 5/,,"0 RO) w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - ---- TRANSOM L SYP#2 HEADE
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS FASTEN LOWER STUD OPTION PER PLANS ANCHOR INTO 2x MATERIAL.
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . PLUS = PRESSURE AND MINUS = SUCTION. 2535 %"0 ROD w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT JACK AND
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR . DESIGN S THE USP MSTAM24 1545 1 i BRACING BY OTHER 2-ROWS OF 10d COMS �) KING STUDS,
LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING I -455 (5)1/,"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF Ilk @ 12" D.C. WINDOW SILL SEE SEE PLAN
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WALLS TO CONCRETE SLAB cz,%..*\CENS 0%. i:�� .
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH SIMPSON CONNECTORS AT INTERIOR WALLS TYPICAL SOLF FOR SILL SIZE AND 0
a PLATE NAILIN_G
w/lOd MASONRY CUT NAILS @ \-TYPICALLY %* FULL CONNECTION EACH
IMPORTANCE FACTOR --------------- 1.00 4-94- UPLIff- 48" O.C. MINIMUM. SEE END WINDOW SILL SEE
HEIGHT THREADED
FOUNDATION PLAN ADDITIONALI 0.131x3" TOE NAILS: SCHEDULE 7' 46-1
MEAN ROOF HEIGHT ---------------- 20.0 FT =q RODS @ 6'-0" O,C,
0 17 CONNECTOR
SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) @ 2x4,
ROOF PITCH ------------------- 7/12 11 to A35 450 450 12-8dxl (4) @ 2x6,
BUILDING CATEGORY ---------------- 11 14 10446.4 (5) 0 2x8. T 0 F
H2.5T 600 520 5-8d EA. END 1*, & Z
EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. 11478.3 BLOCKING ONLY REQUIRED SDWC15600 SCREW
SEE C & C CHART INTERI WALL: AT SHEARWALLS AND-\ PT. SPF#2 SEE 8/SO.O 44
ENCLOSURE CLASSIFICATION ------------ENCLOSED r-10 D/U 03-0 -�--iod,11/, EA. END 11470.3 SEE PLAN FOR STUD SIZE STUCCO FINISH SOLE PLATE
INTERNAL PRESSURE COEFFICIENT ABOVE FOR 'a' DIMENSION -
---------- ± .18 MTS12 1000 860 7-10dxl'/,' EA. END 10456.3 AND D.C. SPACING. A
I I\ I I I I A Al N
WALL SHEATHING lift
HTS20 1450 1245 24-10dxlVz* EA. END 13872.3
MATERIAL SPECIFICATIONS CONTINUOUS BLOCKING \-SEE DETAIL 1/S0.1 4%
--- 16d COMMONS
'�OIJNDA�TIO
MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING
t -I� .4
a MSTA36 2050 1870 WHERE POST IS ABOVE. OPTIONS N, SEE PLAN.
13-10d EA, END 13872.8 @ 8" O.C. 1/2 Christopher j Sabourin PE
HARDWARE AND ANCHORS: FL PE#71461
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH 18-16d TO TRUSS/BEAM FLOOR SHEATHING, WALL FRAMING AT WALL FRAMING-A-T MAX. MIN. SOLE PLATE ANCHOR*
[NOT ACTUAL PLAN] I-at HTT4 3480 3080 11496.2 8d 03" PLATE CHANGE CONDITION FROM SOLE
ASTM A 307 OR ASTM F 1554 GRADE 36. 1-5/,"0 ROD TO FTG. SEE SPECIFICATION RAISED HEADER CONDITION PLATE BREAK SEE SCHEDULE
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRLISS/BEAM FBUILDER MAY'CHOOSEEITHER THE DROPPED i��VISIONS DATE
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 ------- IHEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO - 1-5/."0 ROD TO FTG. - DROPPED HEADER CONDITION
EXTERIOR SHALL BE GALVANIZED. ICAL WALL FRAMING
MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER 10655.113 r2 TYP
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGI�EER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 4-10d TO JOIST �-O
LARGER THAN REBAR SIX AND Va" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 14-16d TO HEADER Y2%6" SIMPSON TITEN HD SOLE PLATE ANCHOR
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 10531.36 L---- ri w/3X3xO.229" WASHER SEE
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT I 6-16d TO JOIST SCHEDULE FOR SPACING Q& HOLD DOWN
DOCUMENTS. ABU44 2200 -�/�OROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/S0.0 SEE 1/SO.1
(DUAL CARTRIDGE INSTALLATION ONLY): - TOP PLATE
EPDXY. ITW RED HEAD A7 ABU66 2300
RONFORCING STEEL: SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES7 5/8"0 ROD EPDXIED 6" MIN 10849.6 BUTT JOINT
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER SET N/A N/A BLOCKING ONLY REQUIRED
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. ARE SIMPSON EPDXY-TIE 11506.4 j 2-
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, AT SHEARWALLS AND WALL SHEATHING
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 14- rFIELD ALTERATION
LTT20B 1675 1675
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-V,"O ROD TO FTG. 11496.3 FOR SPLICING CONTRACTOR SHALL CONTACT LOU
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT
I LSTA12 805 OPTIONS PONTIGO a ASSOCIATES PRIOR TO
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY 695 10-10d 13872.5 /-RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
FULL HEIGHT )�" THREADED ROD V-011 6. BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 13-8d SHEATHING
- 1 11 1705 10852.1 SHEATHING EPDXIED 4"w/3X3x PT. SYP#2 FROM THE INTENT OF THE ORIGINAL
0 A TO BE
GENE WASHER SEE SCHEDULE SILL PLATE MAX. MIN. CONSTRUCTION DOCUMENTS.ANY
CONTINUOUS EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
RAL NOTES Et CONSTRUCTION SPECIFICATIONS 1705 R FOR SPACING 14/1 BEING APPROVED BY LOU PONTIGO a
705 0.229"
TO LIPPE -INTERIOR BEARING SOLE PLATE BREAK 'EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
FLOOR SHEATHING SPECIFICATIONS TOP PLATE WALLL--SEE SCHEDULE WHERE REQUIRED BY--,,,' ADDITIONAL ENGINEERING OR
FOR STUD SIZE' EPDXY ANCHOR A TITIEN HD GENERAL NOTES.
23/32" T&G OSB OR PLYWOOD SHEATHING. CLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD AND D.C. SPACING. QETION NCHOR OPTION
ROOF SHEATHING SPECIFICATIONS: WALL SHEATHING TO . . . .. . . . . . . . . .. . . .
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING A . . . . . . . . . . .. . . .
T
affiUG--LjE- MIN. 7&", 24/16, APA RATED OS8 OR 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" O.C. WITHN 4'-0" OF ROOF EDGE). RAISE N' FROM SUPPORTED EDG&
EXT WALL SHEARWALLS WASHER iMBEDMENT EDGE ' GENERAL NOT
ON S1.0 PLAN AND SPACING sPAciNG., . SPEC. DEPTH DISTANCE—
2"
TILE - MIN. 15/32" 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). ASTEN TITEN HD 48" -T4� 3x,3xO.229" 4-
8d @ 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR ES
WALL SHEATHING SPECIFICATIONS: F- S1-0 � -1 w/8d 0 3" 0.C. )
F EPDXY 48" 24" - EXAMPLE OF UNSUPPORTED
Li 33xO.229" 4" 2"'
(UNBLOCKED) PANEL EDGE
-MIN. 7/16 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MAS 48" 24"
FLEXIBLE FINISH 0
N/A N/A N/A (TYPICAL)
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. NOTES:
STUCCO FINISH
-MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L-------- 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERI
L _j OR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE V)
CORNERS AND PLATE BREAKS AND KING STUDS,
SUPPORT IS 6" O.C. MAX.-'�.
MASONRY SPECIFICATIONS: ROOF 4< Uj
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (LION) TRUSSES, OR
-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY-��,�� MULTY STORY
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530
t FLOOR JOISTS.
2000
F&si PER ASTM 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. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X1/, W/ 1'/�"O, ROUND
CONT CTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED. Uj
CONCRETE MASONRY UNITS (CMU): TYP. WALL
--'N RO
/07 SOLE PLATE ANCHOR DETAIL Et SCHEDULE r4 OF AND FLOOR SHEATHING NAILING
SCALE: 3/4" V-O" 7
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1 IN, SCALE: 3/4" 1'-0"
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITFrA ,MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 00
-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". I'll�-O 1\�O Uj LLJ
4�,
WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORI,-L BE REINFORCED FULL HEIGHT U n--
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAI
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
"s,
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL ER BARS, MINIMUM OF 40 BAR
1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 13E INCREASED As NOTED ON
2x4 OR 2x6 2x8
SIMPSON 2 PLY
CLAY MASONRY (BRICK): SDWC1 5600-�, BEAM. 1112." 11/2 2x4 BLOCKING 0 n
13RICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 3 PLY BEAM. (3) ROW OF 10d @24" O.C. FASTEN
CONCRETE SPECIFICATIONS: FRAMING NAILS @ 8" D.C.-\ EACH END w/3-10d-1
PLAN FOR EXTEND SHEATHING VERT. STAGG RED TOENAILS LU
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. DETAILS T6 TOP OF TRUSS AS SHOWN. (3) ROWS 16d
P�OVIDE 2x4 BLOCKING COMMON WIRE
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS E
GENERAL NOTES: AT HORIZONTAL JOINTS. .J
ROQF .SHEATHING, SEE AT 12" O.C. '�-2x4 MEMBERS: STUD BELOW
EA. SIDE. 11 D
FOOTING AND FOUNDATIONS: SPECIFICATIONS BELOW. (2) ROWS 16d (1) ROW OF 1 Od LOWER TOP 4-10d
HEEL 1 -0 COMMON WIRE NAILS 0 6" D.C.
5 OVER LAP DOUBLE
PLATE AT BREAK COMMONS
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 REPORTIS RECOMMENDED TO VERIFY SUITABLE PRE-ENGINEERED WOOD
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) SDILS. SOIL COMPACTION AND FILL 2x SPF BLOCKING I AT 12" O.C. STAGGERED TOP PLATES
I i ROOF TRUSSES.
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. RIPPED TO FIT- EA. SIDE. 2 & 3 PLY BEAMS ORTHOGONAL VIEW WALL INTERSECTION
WITH GAP SHOWN 2x6 MEMBERS OFCORNER CONDITIONS
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS. ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCH I TECTU RAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (2) ROW OF 10d
NAILS 0 4" D.C.
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) STAGGERED
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
SDWCI 5600---, 0 Ln z
SEE ROOF 4 PLY
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 BEAM.
--RE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON
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, WHI
BAR DIAMETERS DETAILS SDWC1 5600 QORNER WALL INTERSECTION
Is E THING MAY
CONCRETE SLABS ON GRADE: SEE ROOF (2) ROWS 5/,"0 HEX CONDITIONS CONDITIONS
SHALL BE IN S11MPSON_/ TERI�AINAZE AT SIMPSONJ 'C',
STALLED 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 PREVEITION OF SUBTERRANEAN SDWC15600 TOP OF PBL, SDWC1 5600 FRAMING HEAD THRU BOLTS NOTES:
TOP! PLATE. SEE NOTE 1 1. TYP. CONNECTION AT STUD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
TE T, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. i 41 DETAILS WASHERS 0 24" D.C. COLUMNS, JACK-TO-KING 2. - DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL
TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRE PLACEMEN SEE NOTE 1 11 PLAN FOR w/ HEX NUTS & NOTES: 0
WOOD FRAMING SPECIFICATIONS* TYPICAL CONNEC11ON ASSEMBLIES, CORNER POST, ETC. 0
5" < HEEL < V-0" 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
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 HEEL < �5i 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED
4-PLY BEAM 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE PRESSURE-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: EVERY PLY IN ADDITION TO (2) PLYS OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SDIWANLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR
PRE-ENGINEERED WOOD TRUSSES: 2. H2.5T MAY BE SUBSTITLITE6,FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC: 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS AT TOP PLATE TO STU6, SP CE @ 48!' D.C.
FRAMED WALL CORNER AND
I/�5 ROOF TRUSS �CONNECTION B U I N
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND t-6 ILT-UP MEMBER FASTENING r7 TERSECTIONS STUDS CONFIGURATIONS
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
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER,
�-O Oj
ROOF COVERING SPECIFICATIONS: KING STUD TO jQP PLATE:
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 NTH ASTM E15'TURER'S REQUIREMENTS. CLAY SDWC15600 SCREW.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA, TRUSS TO PLATE: DESIGN
NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: SDWC SCREW
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. 4 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
KING STUD TO TOP PLATE� THAN 4'-6" FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRITEMA
FOR GABLE ENDS.
WATERPROOFING& SDWC15600 SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. TOP PLATE TO HEADER FASTENING:
NOT REQUIRED AT CABLE
SEE DETAIL AT RIGHT. NOT REQUIRED AND
ENDS OR OPENINGS LESS
FOR GABLE ENDS.
THAN 4'-6" D A
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD 6 .) GENE[XtAL
MEMBERS CONNECTION- PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK
FASTENER STUDS SEEPLAN STUDS SEE PLAN SDWC SCREW @
TOP PLATE TO TOP PLATE TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL F71 BUILT-UP POST'IN THE WALL 24" O.C. NOTES
FACE NAIL 2-GUN NAILS @ 12" S (2)12d TOE HEAD
TAG. 6. OR SILL
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L3'/,x 31/2 x 1/, 4" GABLE X-BRACE, SEE DETAIL 11/S2.0 NAILS E.E. -4L PLATES SEE\ Do NOT SCALE DIMENSIONS FROM
1/2"X 1/4 6" 8'-0" L(MIN) SCHEDULE HEAD OR SILL THESE DRAWINGS.IF A DIMENSION 15
1-40 1-- q,, 2X6 WALL
DBL. TOP PLATE TO STUD 1-16-1/2 HEADER SIZE, JACK AND KING STUD PLATES SEE\ UNCLEAR REFER TO THE
FACE NAIL (2-16d) 3-GUN NAILS 101-011 DESIGNATES SHEARWALL. THE QU,%N TI TY. ROUGH OPN'G, SEE ARCH SCHEDULE ARCHITECTURAL DRAWINGS OR
L 5 x 31/2"XV. 6" HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW- CONTACT THE E.O.R.
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6-) GUN NAIL @ 6" - -SW--- LL THE SHEARWALL SHEATHING P L A fE-S SEE CS18 STRAP w/6-10dxQ2" TRUSS TO PLA E:
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L 6 x 31/2"XVI 6" 12'-0" NAILING: TO BE A PLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP ROUGH OPN'G, SEE ARCHI SDWC SCRE
L 7 x 31/2"X 1/4 6" 16,-0" 8d@"' DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR PLAN NAME
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS I O.C. EDGE & 6" O.C. "IN THE CONNECTION: SIMPSON ROUGH OPN'G,1 SEE ARCH. EXTERIOR SIDE OF WALL. TERRANO
- 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" SDWC15600 SCREW. OMIT IF 7. 1 � l'i
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS F STRAP NOT REQUIRED AT THE-\
JOIST/TRUSS TO PLATE RESISTANT COATING OF EPDXY BASED LG - Lon( SPECIFIED. NOT REQUIRED AT PLATE TO HEADER: CS / BMB/LAP
TOE NAIL (2-16d) 3-GUN NAILS VENEER JACK TRUSSES LESS
RAFTER TO PLATE PAINT. BM BEAM MANUF 'Manufacture GABLE ENDS OR 2-STORY
LINTEL MUST-HAVE CORROSION BRICK ADJ ADJACENT I SHEARWALL HOLD DOWN IS FOLLOWING: CABLE ENI DESIGN/DRAWN/CHECKED
TOE NAIL (3-8d) 3-GUN NAILS I==�WEATHER BOT BOTTOM MONO Monolithic WALLS THAN 8' OR OPENINGS LESS SDWC SCREW 0 DATE
BARRIER BRIG BEARING OC - On Center 24" O.C. 2X4 WALL
03.02.15
HEADER FASTENING SECTION
-ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. DBL DOUBLE PERP - Perpendicular SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD DIA DIAMETER " 7,11 11 111 . I THAN 3*-6"
BE LATERALLY SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board
SCREWS INTO HEADER PROVIDE A `/2 LINTEL PRE ENG -- Pre Engineered A
CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot NOTED
ATTACHMENT KING STUD TO FRAMING BELOW: AS
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS VERTICAL SLOTTED.HOLE FOR SCREW. SEE NOTE 2
LPA No.
EE - EACH END PSI Pounds per Square Inch -10DXlY2"
CS18 STRAP W/6
3. BRICK VENEER ATTACHMENT: EOR - ENGINEER OF RECORD PT PRESSURE TREATED NAILS EACH END. STRAP ATTACHM T CAN BE
IN
BLOCKING FASTE "�-�STRAP NOT REQUIRED AT THE
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EQ EQUAL QT Quic( Tie STUD OR 2X1O TERIOR OR EXTERIOR SIDE OF WA no M Aft TOLL-15-00105
HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR SOLE PLATE CONNECTOR SOLE PLATE ANCHOR
REINF - Reinforce STRAPPING NOT REQUIRED N FOLL
SOLE PLATE TO JOIST/BLOCKING FACE NAIL 1(16d 0 16-) GUN NAIL 0 8" TIES @ 12" O.C.. (FOR 11Omph FLASHING LOCATED WITHIN 6" Or PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR CONTROL No.
WIND-ZONE VERT. TIES 0 16" O.C.). FDN - FOUNDATION V
HEADER, FBC - FLORIDA BUILDING CODE SF - Squc re Foot STUD PACK. OMIT IF SHEARWALL -/z t Fy 03.03.15
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE PLAN BRICK LINTEL, SPF -Spru--e Pine Fur HOLD DOWN IS SPECIFIEDI UNLESS SPECIFIED ON PLAN MULTI STORY P- JACK TRUSSES LESS
SYP - SOL thern Yellow Pine
- FOOT
3"xO.131"O = GUN NAILS 2"4.113"o = RINK SHANK SEE SCHEDULE FT SINGLE`-�-STORY MAN 8: OR
FTG FOOTING I MULTI STORY SHEET
2"xO.113"O = 6d 2/,"x0.131"O = 8d 12" OF OPENINGS. PROVIDEV,,I,"O WEEP THRU - Tt rough I ;j (STACKED WINDOWS) THAN 3-15" lft*b FOR CON.OOMPLIANI
HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HDR HEADER TYP - Typical TYPICAL HE�ADER STRAPPING (UNSTACKED WINDOWS
3%0.148"o = 10d V/,"x0.162"o = 16d FLASHING. HORIZ - HORIZONTAL UON Unless Otherwise Noted CITY OF ATLANTIC
OF 13RICK LINTEL
4r
I KARCHEC
L TRAN So
VEE Z STUrD OPTION
LID / SEE RIG
'S
OM
In r,
E.-nN-,S--'
Ll
-t;Tt - I ;i . ." -
LL
�G
j6'
ROOF
rT-T-1
1'/2"xO.148"O 1Odx11/?" 11/2"xO.131"O Bdxll/," LEIS POUNDS VERT Vertical \SO.O/
WWF Welded Wire Fabric SO.0
HEET OF 9
\-SH
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d @ 4" D.C. WALL SHEATHING
PLATE w/ 10d @ 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING @ 3 D.C. ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
6" (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED T DBL. TOP MAX NOTCH HEADER
I PLATE BELOW TOP PLATE tigo and
STUCCO FINISH PO G, Associates, I nc.
5-8d COM HEADER PORCH
EACH SIDE SEE SPECIFICATIONS END
16d COMMONS OF SPLICE 16d COMMONS B ELOW 8-GUN NAILS HEADER,
AT SHEARWALLS AND Lou Pon
RCH SHEATHIN
@ 8" D.C. SHEATHING SPLICE @ 8" 0.C. 2x4 SYP#2 HORIZ. BRACING 0 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
24" O.C. BETWEEN OUTER WALL- PORCH PAR HEADER & SUPPORT FULL HEIGHT DETAIL B jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH. POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax.241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131xY NAILS PERPENDICULAR STRAPS HOLDDOWN AT MIN. (2)2x4 WOOD
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. WALL F L:CA#8344 SO CA#3579
TO PORCH HEADER.
EACH SIDE FLOOR ......... OPTION A SHEATHING-\
FLOOR FLOOR OF SPLICE TRUSS 24" 16 GUAGE POSTBASE:
TRUSSES TRUSSES STRAP w/11- POST 24" 16 GUAGE 4x4 POST-ABU44 STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL 10dxlY2" EA. BELOW STRAP w111 6x6 POST:ABU66 -41 /-w/ 2x SOL
R
10dxlY2" -D LSTA1 2 FOLDED OVER TOP 8d COMMON WIRE NAILS AT SHEATHING EDGE :-
FASTEN EA. EA. EN DOUBLE TOP PLATE PLATE w/5-10d NAILS OvE
END w/ PORCH CONTINUOUS OVER TO BLOCKING @ 3" D.C. EN
OR JOIST. OR JOIST. OSB or PLYWOOD 2x4 SYP#2 END INTO TOP PLATE 5-10d ID BLOCKING V,
-10d COMMONS PORCH HEADER, 8
3 SLA 6 ............
RIM BOARD )1,' .17 'l- - -
SEE PLAN MAX_L\__L @ 48" O.C. OMIT IF WALL X
SHORTER THAN CEILING HTS16 I No. 1461
z SHEATHING IS INSTALLED
WALL FRAM ON FACE OF BEAM
:2 ING FLOOR SYSTEM. ALIGN WALL FRAMING STRAPS MSTA24 ROD I R ROOF TRUSS
WALL FRAMING VERTICAL JOINTS WITH LINE
P I STRAPS EPDXIED 6" MIN OR JOIST--,, FOR
WALL SHEATHING PERPENDICULAR
SHEATHING SPLICE
JOINTS INSTALL FLOOR TO ELEVATION VIEW OF _TRUSS CONNECTION 110 0 F
FLOOR STRAPPING PER PLAN VIEW UI- PLAN \AEW OF ;�. -P
BLOCKING ONLY REQUIRED 8-GUN SEE DETAIL 8 ABOVE
5-8d COM PORCH HEADER PORCH HEADER PORCH HEADER
OPTION 1 OR 2 CONTINUOUS 2x6 SYP#2 .10
NAILS .10
.10
AT SHEARWALLS AND .10
EACH SIDE AT CORNER POST AT POST AT POSI LEDGER FASTEN WITH
STUCCO FINISH OF SPLICE FULL HEIGHT
OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.1310" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHING SPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD 01I I
1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR I OPTION 6 TO PORCH HEADER. DETAIL A Christopher ) Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. %" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD FL PE#71461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED I
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYP PICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION
/--2 IQ.AL PORCH FRAMING DETAILS I/�3 Ty
UILU SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF RZEVISIO�NS DATE
�Sm� AND WALL SHEATHING AND STUD FRAMING.
�,ZO,
SEE DETAIL 5/SO.1 FOR
-DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS F-1 F-1 DIRECTLY BENEATH TRUSS
2x4 SYP#2 CATS AT 12"- FLOOR OR TENED TO SHEATHING w/ 8d @ 3" O.C. ROOF -------t ----------t FIELD ALTERATION
j CONTRACTOR SHALL CONTACT LOU
-ROOF TRUSS. TRUSS- [/[ I I I PONTIGO a ASSOCIATES PRIOR TO
ROOF BOT CHORD w/ 0.131x3" @ 3" O.C. A 2-SIMPSON H2 5T
TRUSS. FAS*
O.C. FASTENED TO TOP-- SDWC 15600 -----------4 ----------�4 MAKING ANY STRUCTURAL FIELD
PLATE w/ 4-0.1310" SHEATHING FASTENED TO @ 32" O.C. U
COMMON. MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS FROM THE INTENT OF THE ORIGINAL
C
t T 4 SHEARWAL L F] El FIE D ALTERNATIONS MADE PRIOR TO
R : SYP#2 CONT. ATTACH OSE3 WALL D U (D-\ BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH END w/7- SHEATHING B F-0 QJ ASSOCIATES MAY RESULT IN
3-0.1310" COMMON TOE NAILS TO TOP PLATE AND TRUSS ADDITIONAL ENGINEERING OR
wl 0.131x3" @ 3** O.C. EDGE OF
2x MAY OVERHANG TOP PLATE. SHEARWALL-/
SHEARWALL OR_// SHEARWALL�/ C
EXTERIOR WALL SW 8d23"ZEL SW 803"A"
PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To ROUGH OPENING, SEE ROUGH OPENING, SEE
TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 I I
(A)- UPP ER TO LOWER STILIDS UPPER TO LOWER STUDS STRAPS -WHEN FULL HEIGHT POST BELOW WITH 2-CS16 7
sw 8d@3�6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT z
7/j." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK -1 d 04"O.C. ��ANCHORS ARE NOT USED
TO NAILER w/ (1) ROW 8d TRUSS.N W-1 rmm X FLOOR na -,END STUDS TO FOUNDATION END STUDS TO FOUNDATION L9
0 /6: HTT5 OR HDU5
0 3" D.C. FASTEN TO TOP LEDGER FASTENED d 3 T;8dO3/6: HTT5 OR HDU5 HEADE
PLATE w/ (2) R 0 TRUSS WEBS WITH-- CONNECTION CONNECTION
SOLE PLATE ANCHORS SOLE PLATE ANCHORS CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR
OF 8d 0 3" D.C. w/3-0.1310" SHEARWALL OTES: EE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O U
OWS-- COMMON.
2x4 SPF FLOOR 1. ANY ALTERNATE MAY
FRAMING T T I BE USED. SHEARWALL NOTES A H2.5T 0 32" O.C. TOP 8�'1301� A LS18 0 32" O.C.
SYP#2 2x4 NAILER FASTENED ALL AROUND 1. PROVIDE 346" OSB SHEATHING WITH 8 1�d I COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END SYP#2 CATS AT 12" 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT �LL PANEL EDGE& C (1)MSTA24 STRAPS (2)CS16 STRAPS
(2) ROWS 0.131xY (9 3" O.C. INTERIOR_ 3-0.1310" NAILS 0 6" O.C. FASTENED TO TOP AT EXTERIOR WALLS bF 'ST I U I DS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN't D FULL HGT THREADED ROD SEE PLAN
SHEARWALL. PLATE w/ 4-0.1310" ENDING BETWEEN ROOF 2. PROVIDE A MINIMUM - rl
SW-2-// + COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (u.6.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
SHEARWALL OR_//
\-5-16d NAILS.",, EXTERIOR WALL OR S I W TO-ROOF OR FLOOR TRUSSES PER 5/S0.1 j
TYPICAL) 3. USE ALTERNATE 3. FASTEN ALL INTERI
ALTERNATE Q ALTERNATE E ALTERNATE F E & F FOR FLOOR Uj
TRUSS ATTACHMENT 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O
LI
T. U z
S H TYPICAL SHEARW�LL ELEVATION 7 HEADERTIEDOWN
t-5 EARWALL ATTACHMENT AT ROOF Ft FLOOR r6 I— <
WITHIN 'FL-Mrs- iPl W E46-P 0-ST S.
\�,�01 \1�1 PROVIDE SOLID BLO CKIN,0 r3ks,01-11111 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 Z
I X F X X <
�4 1L2d(TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE RRACIING NOTES AND SPECIFICATIONS
8d COMMON NAILS I S Typ.)
ROOF -A L2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 3" O.C.(TYP) TRUSS @ 24" 0.C.
2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3
EACH END w/3-10d-/ (9 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS H3 OR H2.5T HURRICANE CLIP
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON)
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6 10d (1)DIAGONAL BRACE PER --- 2.)BRACING LUMBER SHALL INTERSECT
w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED
ROOF SHEATHING THE WEB OF THE BRACED TRUSS, PER
TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER.
OVERFR M A
-A 3.)PERMANENT PERMANENT BRACING 0
2X6 BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP In
ROOF TRUSS-/ ROO TRUSSI SIMP ON N ANGLE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH 1-�-L DBL. SYP#2 LEDGER SON H3 w/ 10-8d COMM BRACE PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD NAILS FROM RAFTER TO LEDGER THESE STRAPS I I F� BOTTOM CHORD BRACING
AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP E- T-BRACE ASTENED TO
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE TRUSS. WEB w/ 12d @ 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME GABLE END T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". 1 TRUS WITH 2-8d COMMON NAILS. AT
ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS I SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY @ 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
ROOF MEMBER. BETWEEN OVERF�`AMING RAFTER i CABLE BRACE. FASTEN EACH TO BE BRACED.
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/,"OxV SDS SCREWS LOCATION. LF MORE THAN (1) LATERAL- ADJACENT XTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.131xY 2346-3125 2x12 w/ 8-1/,"Ox6" SOS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2x1O w/ 10-0.1310" <� AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.131x3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING
MATERIAL. THIS REQUIRMENT 13 NOT
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED �TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.1310" TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
BOTTOM CHORD BRACING PROVIDE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, rFROM BOT. CHORD OF TRUSS
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 I BETWEEN THE WALL AND THE FIRST
2x4x6* SYP#2 LATERAL BRACE EN. I LINE OF BOTTOM CHORD BRACING AT A
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8-10d LSTA12 @ 48" O.C. OR DBL TOP PLT
X-BRACE wl 2-16d INTO BOTTOM I\'- MAXIMUM SPACING OF 20 FEET. TYPICAL
CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" O.C. OMIT IF
WHE 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING D A
MIEN 9 FMWING
0 S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS 0 SCIA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 11-�i SCALE: 3/4" V-0" MIN 2 PLY STUD MIN 2 PLY STUD
ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
DETAILS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
TO SISTER A OR BEAM
TO SISTER A GIRDER TRUSS
-ICA 36" LONG STUD OR BEAM
FULL HEIGHT MIN 2 PLY 36" LONG STUD
WASHER L"Ld-j PLAN IXI
x ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
liki
@ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN fO.1310" GUN NAILS
.......I ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASIEN w/18-10d NAILS (2)MTS12-
FOLD OVER TOP PLATE SIMPSON HTT5 OR
(2)MTS1 2
FULL HT. TEM SHALL CON FASTEN w/18-10d HDU5. FASTEN 0.
UPLIFT LATE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE ALE DIMENSIONS FROM
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE N SIMPSON DTT2Z DO NOT SC
SOLE DOUBLE SIST OF %"0 A307 THREADED 26-10d COMONS
THESE DRAWINGS.IF A DIMENSION IS
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
Fw/8- ),4"x1Y2" UNCLEAR REFER TO THE
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"X 2"X )6" STEEL WASHER. f ARCHTECTUPAL RAWINGSOR
7"'T-- WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SIDS SCREWS 11
o. SIMPSON FULL HEIGHT CONTACT TDE E.O.P.
1 1 OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) MINIMUM 2 PLY 11 1 .... I . T T
FULL HEIGHT LTT20B THREADED ROD
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD STUD-1 .1.1 Y2" THREADED ROD WITHIN 6" OF MINIMUM
LARGER THAN THE PLAN NAME
ROD PROVIDE A HOLE IN THE PLATE 34 EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY AT 2ND STORY
FULL HEIGHT MINIMUM
2 PLY-�j
W' THREADED STUD
SEE PLAN TION DIAMETER OF THE THREADED ROD USED. WHILE TUD AT 2ND STORY ROD E Y2xiS" TITEN HD STUDS PROVIDE TERRANO
I TURN TITEN HD S PDXIED r
------------------ ELEVA SNGLE CONTINUOUS RODS ARE PREFERRED. COUPLERE COUPLER TIGHT STUDS PROVIDE 7.5" MIN THREADED ROD 2 CS18 STRAPS
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS -EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
X FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS (FLOOR TO
(OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) Y2xV TITEN HD MINIMUM FLOOR) CS / BMB/LAP
ANCHOR - T,---
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 (%"x6%") i i
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO Y8 RODS THD37634RC 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. /-STUD ROD = DTT2Z 03.02.15
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z
ROD = HTT5
FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT /-W/8- X"X%" (HTT5 I SCALE
-UP POST, -UP POST
FLOOR OWDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT BUILT
FRAMING WRENCH (APPROMMATELY 30 FT.-LB& OF TMQUE). SEE PLAN. SEE PLAN. AS NOTED
THREADED 0 @ Q T) DUE TO SHRINKAGE AND COMPRESSION OF BUILDING LPA No.
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30
THREADED ROD--- HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TQRWE AFTER ALL TRADES ARE
FOUNDATION, TOLL-1 5-00105
COMPLETE AND PRIOR TO INSULATION.
SEE PLAN PER PLAN. 3/8 14"o 14"o 2x2x,/811 4" 4" 2" 3' CONTROL No.
LEMBEDMENT 5/8 Y4"O -3/4"0 3x3x1/4" 7.5" 12 1. 1 V2" CPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20B OPTION 1 OPTION 2
DEPTH DRILLED & EPDX7-ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR 03.03.15
(9) IMONO STEM I MONO CHART FOR EMBEDMENT AND EDGE DISTANCE 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL SHEET
FULL HEIGHT ANCHOR REQUIREMENTS
WALL SECTION THREADED ROD INSTALLATION CHART
'48" FULL HEIGHT ROD ALTERNATE
i HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER BEAM STRAPPING
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM %TTACHMENT r14 FULL HEIGHT THREADED ROD OTE so.]
7
S
U N
T
33
S TjH
P tE 2Z
A
4EADER
SHEA1
A
yp"'
OT�
AS E
TC
7/1
OSB
BLOCKING
PANNEL
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE
TOP PLATE
ALWAYS PLACE
ALWAYS PLACE HEADER AT
OVERLAP SIDEWALL 1
TOP PLATE HEADER AT TOP OF ROUGH
.. . . . . . . . . .
TOP OF ROUGH OPENING
GARAGE OPENING
. . .. . . . . . . . . . . . . . .
. . . w/3x3x/4" PLATE . . .. . . . . . .
HEADER . . .. . . . . . . . . . . . . HTT5 w/ SECOND STORY
. . . . . . . . . . . . . . . . . TOP PLATE ELEV.
7 . . . . . . . . . Lou Pontigo and
5/,"0 THREADED ROD
ALWAYS PLACE GOAL POST. FASTEN TO STUD .. . . . . . . . . . . . . . . . . HTT5 W/ THREADED ROD
HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . THREADED ROD-\, 4 . .. . . . . . . . . . . . . . .
. . . . . . . .. .... EPDXIED 12"
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . . EPDXIED 12" MAX .. . . . I
PT
OPENING 4711 lz�
,,.(2)20ga STRAPS T EXTEND HEADER TO 420 Osceola Avenue
mt.ADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO FAR SIDE OF WALL
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 7-6X POST AS SHOWN. Jax. Beach, Florida 32250
HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 .. . �_—(2)2x PF#2 AS SHOWN. �6�6 1
THREADED ROD SUPPLIER JACKS 6 . . . . . . . Ph.242-0908 Fax. 241-9557
(2)2x6 JACK STUDS 6�6�6 14676 4'-O"x4'-O" PIECE OF WALL 3EE 1O/S0.0 FOR TYPICAL F L:CA#8344 SC:CA#3579
EPDXIED 12" AND (1)\.. . 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER HEADER STRAPPING.
SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A
HTT5 wl CORNER 1" BELOW GARAGE HEADER \W' THREADED ROD JACKS STUD (TRIMED AS
(2)2x STUD CORNER-,\ ON EXTERIOR STUD (TRIMED AS DETAIL A AND SHOWN)
V THREADED ROD 0 EPDXIED 12" KING.
EPDXIED 12" SHOWN)
T>
F FASTEN SHEATINO TO HEADER wl 8d COMMON Q& GALV. BOX NAILS �A E R J 's,
P.T. SOLE PLATE-., SHOWN AND 3" O.0 IN ALL FRAMING c.
FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS IN 3" GRID PATTERN AS
.... GARAGE HTT5 W/ HTT5 w/ (STUDS, BLOCKING & SILLS) TYP. STUD TO LOWER FRAMING: GEN#,
FLOOR SOLE PLATE j ff� IN 3"'GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING MSTA24 OR CS18 ST AP 41,4ce %
ANCHOR THREADED ROD THREADED ROD (STUDS, BLOCKING & SILLS) TYP. @ 32" ON-CENTER .1�
EPDXIED 12" EPDXIED 12"
4 o. 1461
SOLE PLATE 7..
TF DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
ANCHOR GARAGE WING WALL SECTION DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
2 MSTA24 OR CS16 KING STUD TO LOWER
4 AT GARAGE OPENING. 6X6 POST WITH ABU66 OF WALL SEGMENT CS2 STRAPS TA
5/,,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 5/," THREADED ROD
w. q
THICKENED SLAB EDGE STRAP EACH END -RAMING 2 MSTA24 OR
1/4" WASHER.
NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x EPDXIED 12" MIN. 0
2ND FLOOR ELEV.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENINC. 0
111111;41111 1
A
GARAGE WING WALL ELEVATION X
Christopher J Sabourin PE
F L P E#71 4 61
WOOD BEAM
GARAGE:WING WALL FRAMING LESS THAN 12" r-iWVISIONS DATE
TfN
GARAGE PORTP �ENTI�N L ST P N DETAIL
2 L WING WALL _S�
WIEN is IL Y P D IL ON L IES W:�POTEI) �N PLAN
OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TH A A
0
PORCH BEAM SUPPORT POST
JACK STUD F-1 JACK STUD IF 4x4 IS SPECIFIED ON PLAN, FIELD ALTERATION
AT DOOR USE (2)2x4 SPF#2 SUPPORT. STUD TO TOP PLATE*
AT DOOR CONTRACTOR SHALL CONTACT LOU
MIN. (2)2x4 PT SYP #2 IF 6x6 IS SPECIFIED ON PLAN, WALL SDWC15600 SCREW.!---' PONTIGO a ASSOCIATES PRJOR TO
24" MA SHEATHING 0 32" O.C. MAKING ANY STRUCTURAL FIELD
USE (3)2x4 SPF#2 SUPPORT. MODIFICATIONS WHICH MAY VARY
RATED WALL SHEATHING w/ 12" MIN. - FROM THE INTENT OF THE ORIGINAL
Y4"X3V 8d 0 6" O.C. EDGE & FIELD. ------------- PORCH BEAM TO CS18 W/7-1 dx%" CON TPUCTION DOCUMENTS.ANY
P AN VIEW TAPCON PLAN VIEW SIMPSON LTT20B SUPPORT POST wl (2)HTS20, EACH END 48" FIELD ALTERNATIONS MADE PRIOR TO
I ROV
SCREW RECESSED IN SLAB O.C. STRAP CAN BE ASSO.1ATES MAY RESULTIN IN U'I
VvIY2" THREADED ATTACH SUPPORT POST TO INSTALLED ETHER CS18 w/7-10dx%" ADDIT�ONAL ENGINEERING OR
ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF ST D NSPECTION FEES.
ANCHOR w/ 5/8"Ox6" EMBED EPDXY ROD. U.O.N. A 48"
D.C. STRAP CAN BE
SYP#2 PT SOLE PLATE INSTALLED EITHER STUD TO BOT PLATEw
CONC. CONC. BOX COLUMN FACE OF STUD SDWC15600 SCREW.
SLAB SLAB 8d @ 3" BOT PLATE TO TRUSS
MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR FLOOR 0 32" O.C.
W'x0k" LAG SCREW-\
WATER PROOFING AT S TRUSSES
TRUSSES TRUSSE
I OR JOIST. WITH ROUND WASHER
LOWER PORTION OF OR JOIST. I OR JOIST. AT EACH FLOOR TRUSS z
E EVATION VIEW ELEVATION__VIF_W_ BOX COLUMN BY BUILDER
IF PT MATERIAL IS NOT USED.
T
0P_nON A OPTION B BE M SEE x
i OVERLAP PLAN
OP11ON A OPTION 8 STRAPPING SHEATHING OPTION C U
DROPPED BEAM
4<
VMEN 7 WALL STRAPPING OV
_�N ENT�Y I=B F� ENIPN BOX COLUMN DETAIL EAM
S
P
CITED so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN7
THI ETTAIL ON Ly PPL EN ETD ON L�
KING STUD TO TOP PLATE: Uj
SOWC15600 SCREW.
STRAPPING DETAIL U
go TAIL ONLY APPLIES WHEN NOTED ON PLAN
0 Z
STUD
STUD TO TOP PLA
SDWC15600 SCREW.—'
SDWC15600 SCREW.-
32" O.C. 0 32" O.C.
2x4 BLOCKING 4-0 1310" TOE NAILS (2 EA. SIDE)
H3 0 EA. \ 2x4 OU 0 NOTE(& SPLICE 2x6 x 4'-6" P.T. SYP NO.2
/ TL OKER
1EADER TO J OUTLOOKER /AT 24".O.C. PLACE GABLE END TRUSS EXPOSED RAFTER TAIL TO EACH ROOF
0 Tt INT. FACE OF TRUSSO 24" O.C.
1-MSTA24 ROOF BALLOON FRAMED WALL
STUD SPACING, SEE AND FASTEN TRUSS TOP
tA
FRAMING PLAN SHEATHING AND BOTTOM CHORDS TO 2x4 P T SYP No.2
SCHEDU BALLOON FRAMED WALL BLOCK*IN*G/CLOSURE FASTEN
5-12d TOE STUDS w/ 2-0.131X3"
\NAILS EACH w/ 3-12d TOE NAILS. RIP
2x4 BLOCKING AT NAILS AT EA. STUD. "0. DOWN TO REQUIRED DEPTH
TRUSS
48" O.C. BETWEEN PRE-ENGINEERED-
GABLE AND FIRST WOOD ROOF TRUSSES.
t===W m 0
ROT PLATE TO FRAMING BOT PLATE TO FRAMING INTERIOR TRUSS. FASTEN GABLE END 1Zd UUMMUN
BELOW CS180 32" O.C. WRE NAILS
TRUSS wl FULL HT. @ 4" O.C.
ANCHOR AND HA41
BELOW CS180 32" O.C. STAGGERED
E END
---------- UPLIFTZ
CONNECTOR
0
DOUBLE
TOP PLATE
V-4"
CONVENTIONAL SW
L
ANCHOR PER SCHEDULE.
NO FULL HEIGHT ANCHOR
REQUIRED.
FTER TAIL DETIAL
WALL STRAPPING DETAIL BALLOON FRAMED GABLE END t"I 2� JR-A
WALL STRAPPING DETAIL misc
L 01
L THI�ELTAISL OrAPPP IES WHENTN ED ON PLAN
TLHI�ELTAISL OrPAPP IES WHEN N�TED ON P�LAN
FIRA-AMING
ROOF SHEATHING PER
CONSTRUCTION SPEC's HTAILS
10d TOENAILS %"xll" S.S LAG BOLT
@ 6'o.c
4-
2x6 SPF#2 RAFTERS
0 24"o.c
2x6 SYP#2 LEDGER Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
w/3-#12x6" WOOD 2-j"x4" LAG TOE SCREWS UNCLEAR PEFER TO THE
SCREWS @ 16"o.cL1____' ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R. goo
.00
(2)MSTA24 FLAT STRAP __7A
r PL7 NAME
ALONG TOP OF BRACKET, -2xlO WOOD BEAM T 7
3
TERRANO
THRU SMALL SLOT E�
IN WALL SHEATHING
2-j"x9" LAG SCREW DESIGN/DRAWN/CHECKED
FASTENED TO NEW
(2)2x6 BLOCKING 4x6 HORIZONTAL LEG CS BMB/LAP
DATE
N'x7" LAG SCREW
RECESSED 03.02.15
(2)2x6 FLAT BLOCK
SCALE
BETWEEN WALL STUDS 4x4 DIAGONAL
w/A35 ANGLE EACH AS NOTED
END %"x8" LAG SCREW
LPA No.
RECESSED
TOLL-15-00105
WALL FRAMING CONTROL No.
4x4 VERTICAL
SEE PLAN
03.03.15
ALL EXPOSED METAL SHEET
CONNECTORS AND
FASTENERS SHALL
BE STAINLESS STEEL
SO.2
S
r13 HED ROOF - BRACKET DETAIL
16, E6
14 f..
24' MAI
X
1 2 MI N.
PP ED Y LOU PO TIG
N"'u
y "'L'j
Y RESULT IN
P
[NEE_ING OR
I F
�NF_ES
BEAM SEIE
T�HL T PPING ER
l�ELTAISL OnPPLIES W�nO7
\.�2 SCALE: 3/4" SHEET 3 OF 9
SYMBOLS LEGEND=
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
[L77 7
INTERIOR LOAD BEARING WALL Ell
74%TZ DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L:CA#8344 SC: CA#3579
OCE
lv,!i*
0.
4
0
A%
tep 40,
OR 10
A
Christopher J Sa bOUrin P E
F L P E#7 14 6 1
S1.01 S1.01 F��VISIONS DATE
F3.0
Ll I Tw
CONNECT MONO TO
S1.011
STEMWALL w/2-#5x3O" r6
\�Si.01)/
t
DOWELS EPDXIED 4" MIN.
r FIELD ALTERATION
2x8 FLOOR FRAMING 00
I CONTRACTOR SHALL CONTACT LOU
@ 16 PONTIGO a ASSOCIATES PRIOR TO
2x8 FLOOR FRAMING
MAKING ANY STRUCTURAL FIELD
INS':�071/I, MODIFICATIONS WHICH MAY VARY
I@ 16" O.C. FROM THE INTENT OF THE ORIGINAL
L _J11 CONSTRUCTION DOCUMENTS,ANY
7 15P-4pl F3.0 FIELD ALTERNATIONS MADE PRIOR TO
_j .2 BEING APP ED
nFl-- -1 _OV I, OU PONT'GO a
P
ASSOCIATES �YLRESULT IN
ADDITIONAL ENGINEERING OR
4" CONCRETE -SL.-A-B--
F3.� FIBERMESH @ 1.5 LBS/CU.YD. F_ liq I
OF CONCRETE O� 6x6 W1.4xW1.4 I-J, L L�d_=_=_
WWF ON ISMIL V POR BARRIER I
I
IN PREPARED GRADE.-\\ F2.5
L __F
41
F2.5
LTT20B
PROVIDE 2-#4x4'-O" RECESSED
CORNER CRACK BARS IN SLAB.
AT SLAB MID-DEPTH.
A
4< Uj
:T--FL
F]
LIJ
334 .01
2"
-d
�T
9
PROVIDE SAW CUTS PER
N,
5/S1.01, BUILDER TO
F3.0 COORDINATE WITH FINISH ��.o 1
FLOOR MATERIAL.
I L
F2.0
9
S1.01
S1.01 =r-14B LIJ
16x16 PIER BELOW 01
ARCHITECTURAL COLUMN SAWCUT
ABOVE TOP OF PIER IS 6" -�01
ABOVE PAVERS REINFORCE
w/4-#4 VERTICAL
00
:D :D
<
V)
Ln
CONNECT MONO TO ISTAIRS < <
Cf)
-#5x3O" BY BUILDER.
S WALL w/2 )0 D_��4
DOW LS EPDXIED 4" MIN. 4
.0
F3.�
LL
MPA
S1.01
S1.01
3
FOUNDATION PLAN SOLE PLATE ANCHOR SPACING SCHD
FOUNDATION
SCALE: 1/4" 1'-D" ALL EXTERIOR WALL 48" O.C.
UNLESS OTHER NOTED
PLAN
SHEARWALLS 24" O.C.
(SW 8dO3"/6")
SOLE PLT @ WHEN NOTED ON PLAN
SEE NOTE2 Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
1. INSTALL SOLE PLATE ANCHORS PER DETAIL UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
3/SO.O CONTACT THE E.O.R.
2. ANCHOR SPACING SHALL BE AS NOTED. FOR _�A
EXAMPLE - SOLE PLT 0 36" 36" PLAN NAME
T
ON-CENTER SPACING TE RRANO
FOOTING SCHEDULE AND NOTES DESIGN/DRAWN/CHECKED
CS / BMB/LAP
BOTTOM BARS DEPTH WIDTH LENGTH TYPE DATE
3-#5 EA. WAY BOT. 2'-0' 2'-0" F2.0 03.02.15
3-#5 EA. WAY BOT. 2'-6" 2'-6" F2.5 SCALE
3-#5 EA. WAY BOT. 11-011 3'-0" 3'-0" F3.0 AS NOTED
4-#5 EA. WAY BOT. 11-01, 3'-6" 3'-6" F3.5 LFA No.
4-#5 EA. WAY BOT. 4'-0" 4'-0 F4.0 TOLL-1 5-00105
4-#5 EA. WAY BOT. 11-011 4'-6" 4'-6 F4.5 CONTROL No.
03.03.15
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
SHEET
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS- & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S 10
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
ANCHORAGE PER-A Lou Pontigo and
TYPICAL WALL FRAMING CONSTRUCTION SPECS.
TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER Associates, Inc.
PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. 420 Osceola Avenue
1#5 CONTINUOUS, PROVIDE jax. Beach, Florida 32250
SOLE PLATE ANCHOR, Ph.242-0908 Fax. 241-9557
CORNER BARS (TYPICAL) 1 -#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O FL:CA# 8344 SC:CA#3579
MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS
HEN SPECIFIED ON PLAN.
SEE ARCH PLAN
-5:;f77 _/ 11111111111111jillij,
LAB ON GRADE, I SLAB ON
5
SEE PLAN. ......
GRADE CE
V\\ A
SEE PLAN.
4
_V_ z7t
PT T
-��\ 5, 714
-1 �1__ GREATER THEN
GRADE OR CONIC.
at')
SLAB r t�
S
8" CMU STEM WALL W/
AT WALLS
SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R. XX r
FOR TEMPORARY BRACING Q,
SLAB ON
LAYO S
Uj \� >_1 4
UT PLAN. LOPES TO DRAIN, SEE ARCH 4 #4 VERTICAL DOWELS @ 24" O.C.
SHOWER PAN 4 1/
GRADE 90* BEND INTO FTG.
X
STEMWALL REINFORCEMENT 4" MIN. SLAB THICKNESS. fit
PLAN. MAINTAI SEE PLAN ,
00
Cmu REINFORCING .4 #4 DOWEL TO MATCH
COURSES < C h r i s t o p h e r j S a b o u r i n P E
0 Li F L P E#7 14 6 1
1 TO 6 #4 VERT. @ 48"O.C. _j
n 0
0 11 "*'_�CONTINUOUS CONCRETE
WALL REINFORCING.
ONT. CONCRETE FOOTING 4 A -STEMWALL, SEE 1 /S1-0 4
DATE
7 TO 10 #4 VERT. @ 24"O.C. FOOTING
11 TO 12 #4 VERT. @ 8"O.C. 8 x16" 1-STORY, w/(2)#4 CONT. 1-3" CLEAR
I TYP
STEMWALLS OVER 6 COURSES TO
HAVE TRUSS TYPE HORIZ. JOINT 1 0"x20" _12-STORY, w/(3)#4 OR (2)#5 CONT. 1 0"x20"
REINF. BETWEEN EVERY OTHER
COURSE. FILL CELLS SOLID. w/ 2-#5 CONT.
STEM WALL EDGE AND FOOTING Ie-�2 FOOTING W/ SHOWER RESESS I/�3 GARAGE STEM WALL
(SIM. AT PORCH EDGES w/o WALL) (IF REQUIRED) ��.O 1 (IF REQUIRED) �FIELD ALTERATION
1\ CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WH CH MAY VARY
IC
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
STEP, SEE
ARCH.
z
(4" MAX.) EQUAL TO SLAB 7 Lq
THICKNESS.
#3 BENT BARS @ 7B 23LAB RECESS U
4< Uj
18" O.C. w/ 2'-0" BRICK VENEER IS
TYPICAL WALL FRAMING LAP INTO S�AB ON GRADE. ACCEPTABLE WITHOUT
AND ANCHORAGE PER (WHEN STEP- IS,,�;GREATER INCREASE OF FOOTING
CONSTRUCTION SPECS. THAN 20") WALL FRAMING SIZE.
WALL FRAMING—\\
24" MAX STEP-\— I SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, Uj
SLAB ON
7 Z
7" 2-#5 CONT.
GRADE, ELASTOMERIC SEALANT SEE PLAN STEP, SEE ARCH. PLAN st
SEE PLAN. -A—_ - GRADE,
4 d. SLAB ON SEE PLAN.
GRADE,
SEE PLAN. 4
00 co
:4 n
NOTES: I- q 1 , -1
77\
1) PROVIDE SAWCU__S TO CREATE 777 ,11 LU
v
APPROXIMATE 16' X 16' MAX. SQ.
8"x16" THICKENED 2) SAWCUT CONIC. SLAB WITHIN 4 TO
w/ 2-#5 CONT, 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8%16" j 1 -STORY, w/(2)#5 CONT.
Al 2" FLAIR 9"xl 6" 1-STORY, w/(2)#5 CONT.
8"x2O"
2-STORY, w/(2)#5 CONT. 8%20" 2-STORY, w/(2)#5 CONT.
16 w/(2)#5 CONT.
-DOWN
SAW CUT DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN
r5 0
I/�4 TALL MONO. FOOTING AT STEP
Ln z
\Q-LO, \.1�-01
SCALE: 3/4" -LO,
-�01
3
4- TYPICAL WALL FRAMING MATCH DOUH /4
AND ANCHORAGE PER 2x8 P.T. SOLE PLATE WITH, SEE ARCH.i RECESS
I SLAB ON
CONSTRUCTION SPECS. w/ SOLE PLATE ANCHORS
GRADE,
DECKING PER @ 48" O.C.
—,- SEE PLAN.
ARCH. FOUNDATION
PAVING
BY BUILDER PLAN
SLAB OW 12"xl 2" 1#5 CONT.
DETAIL 10B
GRADE, ---71 11 1`�_1 11 1 1
zr J.
z LL_ E.
SEE PLAN.
MATERIAL
X 4 -14 STEMWALL & SLAB ON
A Do NOT SCALE DIMENSIONS FROM
< 00 FOOTING SEE
4. GRADE, THESE DRAWINGS.IF A DIMENSION 15
-- SEE PLAN. UNCLEAR PEFER TO THE
DETA
RCHITECTURAL DRAWINGS OR
IL 1/S1-01, 'T H A HE E.O.R.
0 FLOOR JOISTS, CONTACT T
0
BRICK VENEER, CN '.4
-ALT. FOOTING AT RIM BOARD
SEE ARCH BUILDERS DISCRETION. SEE PLAN PLAN NAME
A :
2x8 P.T. LEDGER. THICKENED EDGE TERRANO
DETAIL
3 0 48" O.C. OR FASTE�', TO STEMWALL w/ 1-#5 CONT. 10A DESIGN/DRAWN/CHECKED
J' ROD CHAIRS (TYP.) 2-#5 CS / BMB/LAP
4.
w THREADED ROD
I' - .11 .. . . CONT. DATE
12" 1-STORY, w/(2)#4 CONT. EPDXIED 4" MIN. @ 16" O.C.
00 4 03.02.15
16" . 2-STORY, w/(2)#5 CONT. 4 SCALE
FRONT PORCH
AS NOTED
16"
x8" EXTENSION FOR BRICK LPA No.
6
LEDGE ADD 1-#5 CONT. THICKENED SLAB
rio TOLL-15-00105
BRICK LEDGE DETAIL CONTROL No.
--� SECTION 03.03.15
rg
MONOLITHIC EDGE FOOTING �-01
SHEET
SCALE: 3/4"
-�01
S1 '01
�/Xx
3 0 nv'
SHEET OF
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER
TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER CONSTRUCTION SPECS. Lou Pontigo and
PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. Associates, Inc.
1#5 CONTINUOUS, PROVIDE 420 Osceola Avenue
CORNER BARS (TYPICAL) jax. Beach, Florida 32250
1 -#5 CONT., PROVIDE SOLE PLATE ANCHOR, Ph. 242-0908 Fax.241-9557
MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) EE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O FL:CA 4 8344 SC: CA#3579
HEN SPECIFIED ON PLAN. BLOCK wl 1-#5 CONTINUOUS
/ SEE ARCH PLAN
SLAB ON GRADE
. .........
I -- SLAB ON
SEE PLAN. 51"
2
_z_ -- SEE PLAN. 0 %
1 1 1 EJV
GRADE OR CONIC.
AT WALLS GREATER THEN 0
1461
SLAB, SEE PLAN.
4'-0" HIGH, NOTIFY E.O.R.
LAYOUT PLAN. 8" CMU STEM WALL W/ )F
. j r, p-
SLAB ON '* 0�� #
SHOWER PAN OPES TO DRAIN, SEE ARCH 4 #4 VERTICAL DOWELS @ 24" O.C.
STEMWALL REINFORCEMENT GRA
DE-
PLAN. MAINTA 4" MIN. SLAB THICKNESS. 90* BEND INTO FTC.
LU
CmU SEE PLAN
REINFORCING '1 4 .4
COURSES #4 DOWEL TO MATCH C o �:2�
. . I
WALL REINFORCING. - <
1 TO 6 #4 VERT. @ 48"O.C. 0 C h r i s t o p h e r I Sabourin PE
Ld
10 #4 VER ONT. CONCRETE FOOTING 44 FL PE#71461
.16 — ro C) 174
7 TO T. @ 24"O.C.
STEMWALL, SEE 1 /S1 .0 T CLE CONTINUOUS CONCRETE
11 TO 12 #4 VERT. @ 8"O.C. FOOTING VISIONS
DATE
8"xl 6" 1-STORY, w/(2)#4 CONT. 3 AR
STEMWALLS OVER 6 COURSES TO Typ
HAVE TRUSS TYPE HORIZ. JOINT 1 0"x20" 2-STORY, w/(3)#4 OR (2)#5 CONT. _4
REINF. BETWEEN EVERY OTHER 10%20"
COURSE. FILL CELLS SOLID.
w/ 2-#5 CONT.
STEM WALL EDGE AND FOOTING FOOTING W/ SHOWER RESESS rT� GARAGE STEM WALL
(SIM. AT PORCH EDGES w/o WALL) kQ .0�1 (IF REQUIRED) ��O 1 (IF REQUIRED)
\�'�-Oi �FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY 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 a
ASSOCIATES MAY RESULT IN
ADDIT�ONAL ENGINEERING OR
INSPECTION FEES.
STEP, SEE
ARCH.
(4" MAX.) EQUAL TO SLAB z
THICKNESS. T L9
#3 BENT BARS @ 78 @ SLAB RECESS U
18" O.C. w/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS 4< Uj
AND ANCHORAGE PER /(WHEN STEP IS GREATER
ACCEPTABLE WITHOUT
CONSTRUCTION SPECS. THAN 20") WALL FRAMING INCREASE OF FOOTING
SIZE. r1l
GRAD
El ELASTOMERIC SEALANT /SEE PLAN 2-#5 CONT.
24" MAX STEP-\ SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMING
1 , , STEP, SEE ARCH. PLAN Uj
SEE'�-PLAN. SLAB ON
,X�Y -4. GRAD
SLAB ON E, U
4-4
00 GRADE,
NOTES: PLAN. 00 4
1 PROVIDE SAWCUIS TO CREATE
APPROXIMATE 16' X 16' MAX. SQ.
8"xl 6" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO
12 HOURS OF CONC. PLACEMENT. Uj
w/ 2-#5 CONT. OPTIONAL 8"xl 6" -STORY, w/(2)#5 CONT.
2" FLAIR - 1
8"x2O" ol 8"x1 6" . 1-STORY, w/(2)#5 CONT.
8"xl 6" w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT. 8"x2O" 2-STORY, w/(2)#5 CONT.
4< n
TALL MONO. FOOTING AT STEP-DOWN /�-�5 SAW CUT DETAIL BEARING AT INTERIOR r7 MONO. FOOTING AT STEP-DOWN Uj
\I.. -�01 SCALE: 3/4" 1'-0" �_O 1 S .01 -LO,
MATCH DOOR
DECKING PER 2x8 P.T. SOLE PLATE WITH, SEE ARCHI, RECESS
ARCH. I A
2x8 P.T. SOLE PLATE w/ SOLE PLATE ANCHORS SLAB ON
DECKING PER @ 48" O.C. GRADE,
w/ SOLE PLATE ANCHORS
ARCH. —FSEE PLAN.
@ 48" O.C.
LUS28 PAVING FOUNDATION
HANCE
------------- -------------- RA BY BUILDER 1#5 CONT.
...............if--------------1[..............�f-------------if------- ------------I �r
DETAIL 10B
PLAN
+4- 12"xl 2"
RIM BOARD f IF
E.J.
STEMWALL & STEMWALL & MATERIAL
E_ Al FOOTING SEE FOOTING SEE A SLAB ON
DNS FROM
GRADE,
THESE DRAWINGS.IF A DIMENSION IS
DETAIL 1/S1.0 011 -_
DETAIL 1/S1.01. 1 UNCLEAR REFER TO THE
SEE PLAN.
ARCHITECTURAL DRAWINGS OR
OISTS, CONTACT THE E.O.R.
SIMPSON FLOOR JOISTS, FLOOR J
j
F-T—
H3. SEE PLAN SEE PLAN RIM BOARD PLAN NAME
L4.
2x8 P.T. LEDGER. THICKENED EDGE TERRANO
2x8 P.T. LEDGER. L�j r
8" STEMWALL FASTE�'� TO STEMWALL -Z7 �'DETAIL 10A
FASTEN TO STEMWALL i w/ 1-#5 CONT. DESIGN/DRAWN/CHECKED
w/ 1-#5 2-#5 44 w 1 THREADED ROD 4 2-#5
w/ 5/8" THREADED ROD .4 CS / BMB/LAP
@ 48" O.C. CONT. EPDXIE 4" MIN. @ 16" 0.C. CONT. DATE
EPDXIED 4" MIN. @ 16" O.C.
4 _j 03.02.15
FRONT PORCH SCALE
16 REAR PORCH 16$1
AS NOTED
THICKENED SLAB L'PA No.
TOLL-1 5-00105
---� SECTION S E C TI 0 N
r8 CONTROL No.
-�01 03.03.15
1\�-o SHEET
S1 , 01
�SH E E�T4 0�F9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
sv. Li4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS @
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE AND
(2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACK/KING STUDS NEEDED FOR
SUPPORT HEADER., SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
Y8" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
0
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
No. 1461
A307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 12/SO.1 F
A307 DIAMETER THREADED ROD
'14 r
TERMINATES AT FIRST FLOOR TOP pill
(D5 PLATE, SEE DETAIL 12/SO.1 A
111111141111010
POST FROM ABOVE. STRAP (2)2x6 POST DIRECTLY BELOW SIMPSON HTT5 SEE DETAIL15/SO.1
TO HEADER WITH (2)CS16. POST ABOVE. PROVIDE SOLID Christopher J Sabourin P E
SEE 3/S0.1 FOR BEAM PROVIDE SOLID BLOCKING BLOCKING WITHIN FLOOR FIL PE#71461
CONN.(TYPICAL) WITHIN THE FLOOR SYSTEM. SYSTEM. 6x6 BRACKET SIMPSON DTT2Z SEE DETAIL15/S0.1
SEE DETAIL 13/SO.2. _')II
((3)2x`10-2/72� (2)2xl 0-1/11) REVISIONS DATE
SIMPSON LTT20B SEE DETAIL15/SO.I
2 T2 x 1-2 A,
STRAP BEAMS 12* LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
(3) F#2 EACH END w/ WITH 5-10d COMMONS
POST r 2-MSTA24 STRAPS.
S02 WALL STUD SCHEDULE
00 04 STUD SIZE
X 0 0 HUC210-2 LOCATION PLATE
HEIGHT & SPACING
z
_j 04 6x6 FULL HEIGHT POST 91
k.0 -1 IN, EXTERIOR -1. 2x4 SPF#2 0 16* D.C. FIELD ALTERATION
T X SET DIRECTLY ON CMU MAX
X 04
z I-, z 10,-1 2x6 SPF#2 0 16" D.C. Qr CONTRACTOR SHALL CONTACT LOU
op 0 04 0 WALL BELOW W/ABU66 EXTERIOR MAX 2x4 SPF#2 0 12" D.C. PONTIGO a ASSOCIATES PRIOR TO
3: 00 LL_ 00 MAKING ANY STRUCTURAL FIELD
U) L _j 10'-1 TO MODIFICATIONS WHICH MAY VARY
V) HUC210-2 EXTERIOR 14'-0" 2x6 SPF#2 & 16* D.C. FROM THE INTENT OF THE ORIGINAL
101-011 CONSTRUCTION DOCUMENTS.ANY
FIF -1 INTERIOR MAX 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
III I I BEING APPROVED BY LOU PONTIGO a
4x4 POST SET (3)2x6 SPF#2 (-3�2-x&-SO-_#2 1111 1 6x6 BRACKET INTERIOR 12'-0" 2x6 SPF#2 @ 16' D.C. jgr ASSOCIATES MAY RESULT IN
CA ill J j f- i MAX 2x4 SPF#2 0 12" D.C. ADDITIONAL ENGINEERING OR
DIRECTLY ON CMU POST POST SEE DETAIL 13/SO.2.
11 (2�2xl 0 STUD NOTE&
WALL TRUSS FG01 ABOVE ---j 7777777111111A TRUSS--FG2-ABOVE 7 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
SEE 2/SO.1.-\\ r
BELOW W/ABU44
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
(3)2x6 SPF#2j (3)2x6 SPF#2_"__��, < STRAP BEAMS CONTRACTOR MAY INCREASE STUD SIZE TO MEET
POST POST L0 3: (D EACH END w/ ARCHITECTURAL REQUIREMENTS.
11 F- X 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
LTT20B AT BASE OF -1 2-MSTA24 STRAPS. YELLOW PINE.
C"I i (.0
STUD SEE 5/SO.2 X 7� L9
> C`4 SEE 3/S0.1 FOR BEAM 4.) USE SYP#2 FOR ALL TOP PLAMS AND SOLE PLATES.
_117
_j 0 P4') CONN.(TYPICAL) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
> m _j U
_j <[IT TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
Ld f MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
rl) --I 6x6 BRACKET SHEARWALLS
0� 0 _j LL_ r- ---- 4< Uj
- SEE DETAIL
00
Cc! 13/SO.2. COMBINED USE PANEL NOTES
C/)
to
z
_T
X
�z--\
V) 7_ t
X STRAP HEADER D -,- 1 1. EXTERIOR WALL SHEATHING SHALL BE j
(2)2x6 SP CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
PER DETAIL 7/S0.1. Q!� I I I I TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
IPOST Uj
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
C\j
Z 2
(0
Uj
I T
2. SEE SHEET SO.0 FOR WALL SHEATHING T z
SPECIFICATIONS.
< z
Z
25 'a
00
co hh�
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
(A i (n
OSB WALL SHEATHING.
DETAIL 1/SO.O
IE-f a.
7 RUN SHEATHING UPI I I I 1 0 Z
cli OSB WALL SHEATHING. of
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
FACE OF TRUSS. �-RUN SHEATHING-U- Ld
X4 SPF#2 � l I I < <
00 FACE OF TRUSS. W
X ST El,- GENERAL NOTES
L
X Ld
N CD
(2)2x6 SPI F#2-/ 1-11 < 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
rr) of
OST Ld SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
(0 C`4 > < SIZES AND SPACING. AT GIRDERS AND BEAMS,
0 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
< I m
z < PLIES.
00 X L0 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj
U) 0 DIE
SHEATHING SPECIFICATIONS.
0 0 Ln z
V) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
V)
L PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
(2)2x6 SPIF#2 TOGETHER PER DETAIL 6/SO.O
POST-\ F[I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
6x6 BRACKET
*17 (.Z)2xl 2 ___m SEE DETAIL 6. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
ATTACHMENT PER DETAIL 5/SO.1 j
r 13/SO.2.
(2)2x6-1/1
(2)2x10-1
8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
1/1
F _j TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
SEE 3/S0.1 FOR BEAM (2)2x6 POST DIRECTLY BELOW (2)2x'6 POST DIRECTLY BELOW GARAGE PORTAL 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
CONN.(TYPICAL) POSTI ABOVE. PROVIDE SOLID 1�:FRAME SEE DETAIL AND HOLD DOWNS
POST ABOVE. PROVIDE SOLID I
BLOCKING WITHIN FLOOR BLOC�ING WITHIN FLOOR 2/SO.2
SYSTEM. SYST
CS18 STRAP w/ 10"
END LENGTH. FASTEN IST FLOOR
THIS END w/ 9-10d.
1171 A
FRAMING
WALL FRAMING-/ Uj 0
z
Uj
PLAN
FIRST LEVEL WALL FRAMING PLAN SOLE PLATEANCHOR SPACING SCHD
\_NO NAILS REQUIRED
SCALE: 1/4" V-0" ALL EXTERIOR WALL 48" O.C. IN CLEAR SPAN
UNLESS OTHER NOTED, FLOOR
TRUSSES Do NOT SCALE DIMENSIONS FROM
SHEARWALLS 24" O.C. OR JOIST. THESE DRAWINGS.IF A DIMENSION IS
(SW 8dgY/6") UNCLEAR REFER TO THE
z
WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR
SOLE PLT 0 # WHEN NOTED ON PLAN
SEE NOTE 2
\ NAME
L_ -VC!NS§18 STRAP w/ 10" PLAN
E D LENGTH. FASTEN TE
1. INSTALL SOLE P�IIATE ANCHORS PER DETAIL THIS END wl 9-10d. TERRANO
3/SO.O DESIGN/DRAWN/CHECKED
2. ANCHOR SPACINq SHALL BE AS NOTED. FOR CS / BMB/LAP
EXAMPLE - SOLE PLT @ 36" 36" DATE
ON-CENTER SPA,'ING 03.02.15
SCALE
AS NOTED
LFA No.
TOLL-1 5-00105
CONTROL No.
03.03.15
SHEET
S1 .1
SHEET 5 OF 9
L
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESa
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TDP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA#8344 SO CA#3579
Hangers
IRUSS ROOF RAFTER NOTES: STRAPPING NOTES n j. o
A- HUS26 —2 STRAP TRUSSES AND ROOF RAFTERS TO BEARING GE
__B__EiHUS26
HGUS28-2 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 f 0. 146
SCREW UNLESS OTHERWISE NOTED
n 1-hHUS46
2x12 LEDGER. FASTEN -E-1-THAC422 04F r
?"*,
TO TRUSSES w/ 7-10d
For anger details and speci ica ions not included III truss engineering
& 3-1/4"x5" LAG SO.1
V.Eckage visit: www.strongtie.com.
SCREWS. HTS1 6-\
- I � �S> STUD DIRECTLY1
11BELOW TRUSS TOP PLATE TO
PTnq 5600 STUD SDWC15600
CJIG-- Christopher J Sabou rin P E
FT06
F L P E#71 4 61
r_� C'14 C14
SFI I=> E3
FT06 C= CD
I C'� - TRUSS TIE DOWN WITH SIMPSON SDWC
75 C4 C- VISIONS DATE
A C=> �0
FT06 PLUMBO
SH 11 - . I / /X\/ Rafter to Top Plate shown
/ >'�/ . /'/ / ' ;Xx\\ 1/12 9�I�' C Truss to Top Plate similar
FT06
SFI A
X
di r_ / I _')i Optimal 22)�
F I—Ar' Y1 r, 5
�.2 A U It U Ii I
SF1 30'
ELI
A FT06 PI I
SH I M =FIELD ALTERATION
FT06
Q_-A-1—A.II—Aj fG06 (2-PLY) CONTRACTOR SHALL CONTACT LOU
�j LY PONTIGO a ASSOCIATES PRIOR TO
A _CF _D- D '—U---F MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WH CH MAY VARY
SF1 THE INTENT IC
HTS16
7,7 n) FROM OF THE ORIGINAL
FG01 �3-PLY) F
III GO2__(3_-PL_Y)_
FT06 I I ... I — t Y2"Max CONSTRUCTION DOCUMENTS.ANY
A \-HTS1 6 FIELD ALTERNATIONS MADE PRIOR TO
I BEIN��AAP��P��\��nL2�T'NIIGO a, I
SF1 FT08 SHEATH UPFE RI WALL SDWC15600 TOP PLATE TO ADDITIONAL ENGINEERING OR
I'z7l I
H03 A THRU LOWEF :ZOOF TO STUD SDWC15600
BEAM BELOW,
D
W X D FT07
Note: 1. Sloped-roof rafters may be sloped up to and including
T
E E E E
A FT11 a 12:12 pitch and must be *birdsmouth" cut.
^277- H03 2. Reference detail 4 for installation instructions.
Q
_��s 0-J-1 _Q F—AP I
APAD-OUTI-FLO L:::� I 1 1111 —
I I n n
FT11 I n V
H03 A SIMPSON SDWC INSTALLATION RANGE z
LINE OF T( �WER WALL AB 7
A� )n;�
FT11
A F
n
2x6 SYP#2 LEDGER. FASTEN
w/ 5-10d COMMONS @ 16" O.C.— H03 A FT11 so.1
n i
I
CID
j
H03 A L FT11
n
7t HTS16 Ljj
A _-FT11 LLJ
03 OR-
MSTA24
T.
H03
FT10
I V
F110 -_ATH UPPER WALL STUD NOT DIRECT 0 Z
H03 A 11130 OW TRI JSS
-THRU LOWER ROOF TO SDWC15600
Ar%Fr7
TRUSS TOP CHORD ry
Note:
A FT10 Reference detail 2a for installarion angle limit
H02 A
A/ tz' X
A
I/ SDWC INSTALLATION
/0/ ,
H01 FT10 -LU B 0 CD L�J L_j Lj LAJ
_j
FT1 0 a_ L Rafter to Top Plate shown
Cj3H =11E E o E E E 'E E E E E (Truss to Top Plate similar) LLJ
�q
F�5
CJIH k4 0 Ln z
_5 N-T.-.J N E— FT09 I ilk STUD NOT DIRICT11
1�_q� HTS16 IBELOW TRUSS
U
5
2 SO.0
SO.1 Do not install SDWC in
SO.1 hatched area
0
SDWC15600
U
HANDRAIL .Overhang 1 1/2' MIN
BY OTHERS 2" MAX
POST, SEE PLAN
SET ON BEAM L
BELOW. SDWC INSTALLATION RANGE
R O:'IN
W TEF P T FLOOR AND
Bi BMDERI
ROOF TRUSS
2-CS16 FLOOR SHEATHING TRUS PLACEMENT PLAN
F _00R AND ROOF
STRAPS
Rafter or Truss
PLACEMENT
DETKNG. FASTEN TP Y2*" minimum edge
I SC �LE: N.T.S. distance for full
JOI�T W/'2--#B DECK
4' STEP '� values (with or Splice may be in upper or PLAN
NOTE: without a plate lower plate
G R EWS-- I ____
—— ------ FLOOR splice)
F_ 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND
TRUSS
CTOR, SEE PLAN.
UPLIFT CONNE DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X* from top plate
splice Offset
for full values STUD NOT DIRECT PLAN NAME
11BELOW TRUSS
SIMPSON LUS28 HANGER r TERRANO
DESIGN/DRAWN/CHECKED
H2.5T. I .� WALL FRAMING
PT HEADER, 2X12 LEDGER. FASTEN TO
DATE
SEE PLAN
j TRUSSES W/ 7-10D
03.02.15
3-1/4"X5" LAG SCREWS. SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-15-00105
CONTROL No.
POST, SEE PLAN
03.03.15
SHEET
PORCH SECTION
SCALE: 3/4" 1'-0" S1 .2
SHEET6 OF9
hL. details�and �pe.ii ir.
so I
B\—
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
sw. SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMONS @
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE AND
(2)2x8--1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACK/KING STUDS NEEDED FOR
SUPPORT HEADER., SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS. SEE PLAN Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
%* A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT \C E A/&
X5 THREADED ROD, SEE DETAIL 12/SO.1
JJ
. 7 61
A307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 12/SO.1
(2)2x6 SPF#2 POST.
A307 DIAMETER THREADED ROD
STRAP TO HEADER (2)2x6 SPF#2 POST. TERMINATES AT FIRST FLOOR TOP
R I
SEE 3/S0.1 CS18 @ BASE (95
4x4 POST SET PLATE, SEE DETAIL 12/SO.1
FOR BEAM BELOW w/ CS1 8 STRAP TO POST OFSTUDS SHEATH UPPER WALL L
DIRECTLY ON BEAM b"V' BELOW wl CS18 1411mull I,
BELOW. STRAP TO C ON LN. C THRU LOWER ROOF TO SIMPSON HTT5 SEE DETAIL15/SO.1
V TRUSS TOP CHORD
POST BELOW wl (2)M-1D (2)2x6-1/1 (2)2x8-1 1(3)2x6-1/2� Christopher J Sabourin PE
(2-�Zx-1 -7
2-CS16 STRAPS. FL PE#71461
SIMPSON DTT2Z SEE SOA
U)
0 1--� r;��VISIONS DATE
T
(0 SIMPSON LTT20B SEE DETAIL15/SO.1
X
U)
CS18 BASE C 8 @ BASE 12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
�j CS18 @ BASEI OF STUPS STUDS WITH 5-10d COMMONS
c,I LU
>: - I F STUD 0- WALL STUD SCHEDULE
C11 L
X PLATE STUD SIZE
CA < FASTEN WALL LOCATION
< HEIGHT & SPACING
�PER 8/SO 6x6 FULL 91-1.
HEIGHT EXTERIOR 2x4 SPF#2 0 16* O.C. FIELD ALTERATION
</-- SEE 3/S0.1 MAX
Ljj 10'-1 2x6 SPF#2 0 16* D.C. or CONTRACTOR SHALL CONTACT LOU
1-- 1 FOR BEAM CONN. W/ABU66 EXTERIOR PONTIGO a ASSOCIATES PRIOR TO
U
qMx6�-
c
n-�c,aL� ul ��
MAX 2x4 SPF#2 0 12" D.C. MAKING ANY STRUCTURAL FIELD
< O'-1.TO MODIFICATIONS WHICH MAY VARY
CS18 @ BASE LL- EXTERIOR 2x6 SPF#2 @ 16* D.C.
1 14'-0 FROM THE INTENT OF THE ORIGINAL
OF STUD 10,-
INTERIOR MAX 2x4 SPF#2 9 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
(2)2xl 2 12--0 2x6 SPF#2 @ 16* D.C. -Qr BEING APPROVED BY LOU PONTIGO&
INTERIOR ASSOCIATES MAY RESULT IN
CS18 @ BASE I MAX 2x4 SPF#2 0 12' O.C. ADDITIONAL ENGINEERING OR
OF STUDS F- INSPECTION FEES.
-j C) STUD NOTE&
-j C
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
Ld < >
'T
X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
C14
_j C\� CONTRACTOR MAY INCREASE STUD SIZE TO MEET
C_
N4 X ARCHITECTURAL REQUIREMENTS.
@
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
TR III I STRAP YELLOW PINE.
Ld :I:j I
I Lij T L9
> > \-BEAM PER 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
0
m m 2/S0.1. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
< < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. U
F- I SHEARWALLS
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
<
SEE 3/S0.1
4x4 POST. ALIGN OVER
10 (f)
I V) FOR BEAM COMBINED USE PANEL NOTES
X V) Cn 11 1 W 0
CNI T CONN. GARAGE WALL. STRAP TO
1-11
N (D 1. EXTERIOR WALL SHEATHING SHALL BE
X STUDS BELOW W/2-CS16 L
C14 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 00
F- --1 STRAPS.
C14 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
Uj
SHEATH UPPER WALL 2. SEE SHEET SO.0 FOR WALL SHEATHING U z
0 SPECIFICATIONS.
THRU LOWER ROOF TO
TRUSS TOP CHORD 3. UPPER MOST TOP PLATE SUPPORTING ROOF <
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O 0 Z
0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
Cn 3/SO.O ry Uj
I _j 0
< Ld C14 00
3: M 6 GENERAL NOTES J
TI Cf)
z 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
LLJ
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
Elf SIZES AND SPACING. AT GIRDERS AND BEAMS,
Cn - 0�
Q0 < (D LU PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
C14 PLIES.
X
�,F7
C14 (2)2x6 SPF#2 N 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
POST. STRAP 110 1 CS18 @ BASE �J-
1 (91 BASE C�181@ BASE I OF STUDa-\ SHEATHING SPECIFICATIONS. 0
POST BELOW OF �TUDn C' STU f Ln z
CS18 CIE 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
(2)2x6-1/1 (2)M-1/1) (2)2x6-1/1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0
3/SO.O
CS18 @ BASE (2)2x6 SPF#2 POST. 6. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
OF STUDS STRAP TO POST BELOW ATTACHMENT PER DETAIL 5/SO.1 j
W/CS1 8 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1
9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP wl 10" Fn- -j r
SECOND LEVEL WALL FRAMING PLAN� END LENGTH. FASTEN 2nd FLOOR
SCALE: 1/4" 1'-0" THIS END W/ 9-10d. D A
Ff\,*-%MING
WALL FRAMING
C,
_j PLAN
\_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. 1 00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO TH
LLJ ARCHITECTURAL DRAWINGS OR
WALL FRAMING-/ CONTACT THE E.O.R.E
CS1 8 STRAP wl 10" PLAN NAME
Ali'eEND LENGTH. FASTEN TERRANO
THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
CS / BMB/LA1P
DATE
03.02.15
SCALE
AS NOTED
LPA No.
TOLL-1 5-00105
CONTROL No.
03.03.15
SHEET
S1 .3
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESa
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L:CA#8344 SO CA#3579
2
Hangers
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
V
!iU S 2 6
0.
FLU S24 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D 9ENAILS & 1—SIMPSON SDWC15600
SCREW UNLE,� OTHERWISE NOTED S T F
or hanger details and specifications not includeU7�nruSS Engineering
package visit: www.strongtie.com.
5
STUD DIRECTLY1
0/0
SO.0 S TOP PLATE TO ALO SO
�KLOW TRUS DWC15600 STUD SDWC15600 ... ......
S 151. Christopher j Sabourin PE
V FL PE#71461
6-i-�m
TRUSS TIE DOWN WITH SIMPSON SDWC
\\—H FS1 6 HTS 6 K�7VISIONS DATE�
I X Rafter to Top Plate shown
Cl- Cl-
> C�4 BA Truss to Top Plate similar
C-4
00 C7) Z:= 'I
C:) C=) C=� cc> c=� Optimal 22)�
C_1 C-.> C_1� --c --c -C -cc -:r- --c �z CJ5A
- -9— 10* 0'
I F 30*
< ER
> �FIELD ALTERATION
> CONTRACTOR SHALL CONTACT LOU
> ER STUD DIRECT PONTiGo a ASSOCIATES PRIOR TO
cm cm CX3 BELOW TRUSS MAKING AN STRUCTURAL FIELD
MODIFICATION'S WHICH MAY VARY
y
7
> \60 Y2"Max
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
> < ZV UJIIJ SDWC15600—�X TOP PLATE TO a
A STUD SDWC15600 ADDITIONAL ENGINEERING OR
El:&
A M61 11A J A
LL_
—roof rafters may be sloped up to and including
1. Sloped
7 C= cm cm C= a 12:12 pitch and must be "birdsmouth" cut. 00-
2. Reference detail 4 for installation instructions.
r2
\� so., 7
ER N�� SIMPSON SDWC INSTALLATION RANGE
OSB CEILING AT r F,_ P
BOTTOM CHORD OF rl — —11 ERA 'BO
Ni i 4 11 T L9
ft I _Z_ J !
TRUSS SEE 2/S0.1. :hil I I
EV ERA /A CJ1B
U
V)
�2 M 0 co ��_n
LVI 1__> �> 1`� —
1c:3 L'i L'i E3
2x6 OVERFRAME UJ
3 F 17 1 KIJ I I OSB CEILING AT
- 1� 1� EJ7
RAFTERS @ 0.C.
J, VBOTTOM CHORD OF
. ' W/ OVERFRAME LEDGER
i� 1F- q/S0.1. TRUSS SEE 2/S0.1. Uj
IJ7 Uj
1: U z
ER ER
I STUD NOT DIRECTLY 0 Z
117 ER 11BELOW TRUSS
SDWC15600
f D ry+, jj��fl LLJ
ER ER Note: Reference detail 2a for installation angle limit
/SO.\0 4n
SDWC INSTALLATION :D
0 Rafter to Top Plate shown 4<
Ch CJ5 (Truss to Top Plate similar)
CJ3 CJ3
0 Ln z
H FS16 HTS 6 17R E—C 7_TLj
IK
5� Cil
I X_X
Do not install SDWC in
hatched area 0
1'_�5 SDWC15600 j
' so.o ) U
Overhang 1 1/2- MIN
2" MAX
SDWC INSTALLATION IZANGE
ROOF TRUSS PLACEMENT PLAN
TRUSS
SCALE: N.T.S. ,-,—Rafter or Truss PLACEMENT
NOTE: X"" minimum edge
1. FASTEN ROOF TRJSS TO TOP PLATE W/ 2-12d TOENAILS AND distance for full PLAN
values (with or Splice may be in upper or
UPLIFT CONNECTOR, SEE PLAN. without a plate lower plate
splice)
Do NOT SCALE DIMENSIONS FROM
v-7 THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X' from top plate CONTACT THE E.O.R.
splice Offset
for full values RECTI PLAN NAME
TERRANO
DESIGN/DRAWN/CHECKED
CS / BMB/LAP
DATE
SDWC AT TOP PLATE SPLICE 03.02.15
SCALE
AS NOTED
LPA No.
TOLL—15-00105
CONTROL No.
03.03.15
SHEET
SIA
SHEET 8 OF 9