577 COASTAL OAK LN - STRU. DRAWINGSDESIGN CODE:
2017 FLORIDA BUILDING CODE - RESIDENTIAL
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS,
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE.
DESIGN LOADS: ACTUAI_ AND UNIFORM
ROOF FLOOR
ROOF, LOADING (cd=1.25) (cd=1.00)
TOP CHORD LIVE LOAD 20 psf 40 psf
TOP �CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf
1 r) f
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
TRIBUTARY
AREA (sf)
INTERIOR
EDGE STRIP (PSF):
ZONE (PSF)
I a- = 4'-6"
10
+25.6 -27.7
+25.6 -34.2
50
+22.9 -25.0
+22.9 -28.8
100
+21.8 -23.9
+21.8 -26.6
GARAGE DOOR
PRESSURES (PSF)
1 CAR
THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
LINEAR INTERPOLATION IS PERMISSIBLE.
0 PLUS = PRESSURE AND MINUS = SUCTION.
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
4�DENOTES EDGE STRIP.
r-- SEE C C CHART
ABOVE FOR 'a' DIMENSION
�a a
[NOT ACTUAL PLAN] _f �a -'r �a
GARAGE
+22.9
DOOR
-25.0
(8'x7*)
SEE DETAILS
ON S1.01
�2 CAR
+21.8
GARAGE
USP MSTA36 2065 2065 (13)10d EA.
DOOR
-23.9
(1 6*x7')
USP JUS28 1305 1305 (6)1 Od TO
2X6, 2xB (5) NAILS lywl(;Al ilRl VLAIL NAILINGb_ UGH DROPPED HEAD
MINIMUM END
UPLIFT TYPICAL STUI1_R&LNQ - FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END
2x1O, 2x12 (7) NAILS
CONNECTOR FASTENERS FL# CODE 0.1,310" END NAILS: (16) 0.11311x3" NAILS
SYP SPF 9" LVL, 11" LVL (7) NAILS TOGETHER W/ (3) ROWS VENLY SPACED 4 4�-4" (1)2x4 SPF #2 (4)12d TOE NAILS
(2) 0 2x4, 14" LVL, 16" LVL (9) NAILS OF .131x3 Q 12" O.C. STAGGERED. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
USP A35 450 450 (9)10dxl'/2 ....... _1 (3) 0 24,
(4) 0 2x8. 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
USP RT7 585 495 (5)8d EA. END SyFi#2
11C 0TVA 77� A fr,)InA�111_11 r7A 9711]n SYP#2 DBL. HE,4,,bER, 4 12'-0* (3)2x6 SYP #2 .(1)A35 + (4)12d TOE NAILS ',J,
- . .1- 1 1 - I ___ I k_/. ---. , 1, - -, I I Tr'IUAL VVALL FKAMiNG Nui ROOF SHEATHING, ib MAX. I U11 I'LA It. FLN j1HILAN. LOU Pontigo and
USP HTW20 1450 1245 (l2)l0dx1V2" EA. END ALL WALL STUDS.. km i T AssOliciates, Inc.
EA. END 1. U SE SP F#2 OR BETTER FOR
USP MTW12 1195 860 (7)10dxl'/- SEE SPECIFICATIONS.
/- SEE 5/SO.O. v
MLTAL MIN. 1/Z Z4/110, At -A KAItU �-LTWUUU Z:)HtAIHINU, NAILtU W/ U.11,)XZ KINU Z)HANN NAILZ> 9,9 0 U.U. L[Jk�t dC 0 U.U. rILLU kAI UADLL EJ'4U,> Ur-kamr-mo-r- r-L)Qr- NAIL armw4u lu -t VV!lFljlq -r-u %ir r-'%jur L_Uvr_).
(TYPICAL). %wolf
NOTES:
FLEXIBLE FINISH- S. NAILING TO INTERMEDIATE
I BRITTLE FINISH. L - - - - - - - - - i L - - - - - --- SUPPORT IS 6" O.C. MAX.-". ROOF
FLEXIBLE FINISH WALLS INCLUDE:
z SPFQIElCA
ING 11ONS:
I -, ..- - 1.. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS' AND ADJACENT TO
MII\L 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. 'EDGE AND 6" C.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I 1 1. , � CORNERS AND PLATE BREAKS AND KING STUD
WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONS DERED L - - - - - - - - -
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. Uj
TRUSSES, OR
WON). FLOOR JOISTS.
mAsoNRY spEcincATIoNs: SINGLE STQFIY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A YX3"X'/8 W/ V/2 "0 ROUND it P4 Ln C)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AQ1539.1�05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. rto,*A
_,2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLON�P. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR,MAY BE USED IN BRICK VENEER. LOU
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
--�ROOF AND FLOOR SHEATHING NAILING
TYP. WALL SECTIONS / �.3 SOLE PLATE ANCHOR DETAIL "Et S'CHEDQLE- 4
CONCRETE MASONRY UNITS (CMU)N �SO.O� �SO.O� SCALE: 3/4- V-0" \,SO.0) SCALEJ 3/4" 1'-0" U LLJ
C�U SHALL BE IN ACCORDANCE WITH ASTIM C90-75' HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N '-'I, NORMAL WEIGHT -,"A 'MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-C)".
7�
MASONRY STEMWALLSD 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 11/2 2.
USED, GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT.� SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
(3) 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 2 PLY
WITH @ 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 CORNER BARS, MINIMUM OF 40 BAR t" `, 11 _\ I- . Z n
MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAIL�� - 8 0. C.
AGGERED
0
j/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL'BE A MINIMUM OF 6-'. BEAM.
SIMPSON 2x4 BLOCKING
3 PLY BEAM. 04
SDWC15600-", @24" O.C. FASTEN
CLAY MASONRY (BRICKI' SEE ROOF '�L2.4 MEMBERS: EACH END w/3 -10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY, M/
FRAMING (1) ROW OF 1 Od TOENAILS.
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4" O.C.
�CONCRETE 5PECIFICATIONSk-
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. AT 12" D.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS:
AT HORIZONTAL JOINTS. (2) ROW OF 10d STUD BELOW
ROOF SHEATHING, SEE
(3) ROWS 12d
SPECIFICATIONS BELOW. NAILS @ 4" 0 C LOWER TOPL 4-10d
HEEL ;0 1'-0" AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
FO9TJNG AND FOUNDA PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
n
ORTH )GONAL MEW
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 VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
SUBS I URFACE 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,P0S CONDITIONS
A OF' CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIVI D 1557. WITH GAP SHOWN.
a.
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 6V VVI 0
ROW
5 S T 4
SF FI A
Cl C P *OVER LA
RE EN
Roo TI
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 ;7� - - f I
SIMPSON 11, 1 rymi
TRUSSLOK TRUSSLOK
.4
N PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC115600_`-� ENGINEERED WOOD ENGINEERED'WOOD 07.1
DETERMINED 0
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 9 48" O.C. OR ROD CHAIRS. FRAMING
AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION
BAR� DIAMETERS DETAILS. SHEIkTHING MAY SDWC1 5600 CONDITIONS
CONDITIONS
TERMINATE AT SIMPSONJ SEE ROOF
Top
SIMPSO)fN FRAMING 3 -PLY A -ELY NOTES:
IEL )0 TOP OF DBL. SDWC1 5600
SDWC1 5600 OP PLAN FOR
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 1. TOP PLATE. SEE NOTE 1. 1. OVERLAP 'FOP PLATES AT CORNERS AND INTERSECTIONS. 0 0
TERMITE LS� SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. i1v DETAILS. 14" LVL AND GREATER 2. DEN ES 3"XO.131" GUN NAILS 0 6" O.C. VERTICAL.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMINQ SPECIFICATIONS: 5" < HEEL < 1'-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACT)R MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR
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: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC, 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
IN ADDITION TO (2) PLYS 'AMED WA
PRE-ENGINEERED WOOD -TRUSSES* AT TOP PLATE TO STUD, SPACE @ 48" D.C. F R ILL CORNER AND
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
-N\ ROOF TRUSS CONNECTION
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 BRACI G PER 'COMMENTARY' AND r5 BUILT-UP MEMBER FASTENING INTER -SECTIONS 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 1\�O
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I �_O DESIGN
KING STUD TO TOP PLATE: TRUSS TO PLATE:
ROOF COVERING SPECIFICATIONI SDWC1 5600 SCREW. SDWC SCREW
TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
ACCORDING TO THE MANUFACTURER" S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TD TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
AND
SDWC15600 SCREW
WATERPROOFING: NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
FOR GABLE ENDS. GENERAL
THAN 4'-6*
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND AB13REVIATIONS KING & JACK SDWC SCREW @ NOTES
KING JACK
CONNECTION STUDS SEE PLAN STUDS SEE PLAN 24" O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL E
DO NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. ... NAILS E.E. PLATES SEE HE' QR SILL THESE DRAWINGS. IF A DIMENSION Is
L3/, X311, XV4 4" 6'-0' GABLE X -BRACE, SEE DETAIL IO/SO.1 L(MIN) SCHEDULE 4- TES SEE 2X6 WALL UNCL�AR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4X3'/,"X'/4 61, 81-0. HEADER SIZE, JACK AND TRUSS TO APCHITE&,URAL DRAWINGS OR
DESIGNATES SHEARWALL. THE (2)2xE-1/2 KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH. CHEDULE PLATE: SDWC CONTACT THE E.O.R.
DBL.: TOP PLATE' TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L5x314"X14 6" 10'-0 HIDDEN LINE DESIGNATES SIDE OF
WALL THE SHEARWALL SHEATHING 4- PLATES SEE\ IL CS18 STRAP w/6-10clx1V OPN'G, SEE ARCH. lz�, SCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL 0 6" 12'-0" ---------- /6 SCHEDULE NAILS EACH END. STRAP 6AN NAME
L6x3'/, *X'/, 6- TO BE APPLIED. 8d @ 3
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR
ANASTASIA - COASTAL
L7 x 3 14 * XV. 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: $IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DES IG N/lDRAWN/CH ECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE E
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION PLATE TO HEADER: CS BMB/LAlP
-4- BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
G
RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT L Lori CABLE ENDS OR 2 -STORY
HE'
0 NOT SC 'ALE
ESE DRA ING
'NCL A"
A C IT
H
E U
0 A,
R OU&
"N
ANASTA, SIA
SIG �
DE N RA
CS
FB
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS BM BEAM MANUF Manufacture THAN 8' OR OPENINGS �ES� T� 24" O.C. Appro 0,
PAINT. WALLS 2X4 WALL
BOT - BOTTOM MONO - Monolithic THAN 3 -6
WEATHER 77: V9d a
i 01, .18
RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS PO
I BARRIER BRG - BEARING OC - On Center HEADER FA Ifn
2. LINTEL MORE THAN W -C)". SHOULD STENING SECTION
CMU - CONCRETE MASONRY UNIT OSB - Criented Strand Board SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP - Perpendicular A I IM S NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3" WD, DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMIN BELOW -
=======A LINTEL
SCREWS INTO HEADER PROVIDE A '/,' EA EACH PSF P)unds per Square Foot A. W -10DX1 I PA No.
COINT.�AEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE
(3-16d) 4 -GUN NAILS SEE NOTE 2 - ENGINEER OF RECORD PT PR-__SSURE TREATED STUD OR 2X1b, INTERIOR�OR EXTERIOR SIDE OF WALL. TOLL -18-00005
CONT. HEADER TO STUD TOE NAIL EOR
TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Qu ck Tie SOLE PLATE CONNECTOR PLATE ANCHO� STRAPPING NOT REQUIRED W BLOCKING FASTEN-' STRAP NOT REQUIRED AT THE FOLLOWING: C6NTRCL No.
STUD TO SOLE PLATE - HORIZONTAL TIES @ 2,V O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF STUDY PER SCHEDULE AT LOWER LEVEL HEADERS -A- /8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot it I'-- _ JACK TRUSSES LESS 3570
FDN - FOUNDATION SPF -Spruce Pine Fur PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS
WIND -ZONE VERT. TIES 0 16" D.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECIFIED SINGLE STORY MUL11 STORY SHEET
NAIL SPECIFICATIONS FT FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN 3'-6"
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU Through (UNSTACKED WIND
YxO.131"O = GUN NAILS 2%0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP
2"xO.113"O = 6d 2'/2"xO.131"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T�Micol to_8� TYPICAL HEADER STRAPPING
HORIZ - HORIZONTAL LON LnIess Otherwise Noted S0.0
YxO.148"O = 10d 3'/,%0.162"0 = 16d FLASHING. OF BRICK LINTEL LEIS POUNDS VERT Vertical
\1 �_O
1 '/2 "X0.148"O 10dxl'/2 1'/,%0.131"0 8dxl'/2 WWF Welded Wire Fabric SHEET1 OF 7
TOP CHORD DEAD LOAD 20 psf JILE SHINGLES) P�
130TTOM CHORD LIVE LOAD 10 Psf 0 psf
BOTTOM CH ' ORD,DEAD LOAD 5 psf 5 psf
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240
0.7�1'1 MAX ANY CASE
THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
LINEAR INTERPOLATION IS PERMISSIBLE.
0 PLUS = PRESSURE AND MINUS = SUCTION.
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
4�DENOTES EDGE STRIP.
r-- SEE C C CHART
ABOVE FOR 'a' DIMENSION
�a a
[NOT ACTUAL PLAN] _f �a -'r �a
Uor Ivio I M��
SEE DET/
S1.01
Z. U�r_ �Trjfz rum ALL ILIr-
PLATES AND SOLE PLATES.
3. USE SYP#2 FOR ALL
HEADERS
4. ALL WALLS SHALL BE
BALLOON FRAMED FULL
HEIGHT TO ROOF OR FLOOR
BEARING ELEVATION, U.O.N. ON
PLAN.
5.) FASTEN BOTTOM PLATE OF
INTERIOR LOAD BEARING
WALLS TO CONCRETE SLAB
w/10d MASONRY CUT NAILS @
48" O.C. MINIMUM. SEE
FOUNDATION PLAN ADDITIONAL
ANCHORS AT SHEARWALLS
LMALL---
SIZE
ABOVE,
.0,
SEE DETAILS
ON S1.01
I
L
PERMANENT TRUSS
BRACING BY OTHER.
FULL HEIGHT ANCHOR
AT INTERIOR WALLS
\-TYPICALLY %" FULL
HEIGHT THREADED
RODS 0 6'-0" O.C.
BLOCKING ONLY REQUIRED
AT SHEARWALLS AND-\
STUCCO FINISH.
i\-SWEE
16d COMMONS
0 8" D.C.
FLOOR SHEATHING,
SEE SPECIFICATION I S.
I
SEE 1 /S0.1.
BLOCKING ONLY REQUIRED
AT SHEARWALLS AND
STUCCO FINISH.
INTERIOR BEARIUa
WALL_SEE SCHEDULE
FOR STUD SIZE
AND O.C. SPACING.
KAR51LU
REQUIRED IF SHEARWALL. HEADER
Z
KARCH
- ------- ARCHED
TRAN
-I TRANSOM
FASTEN LOWER STUD OPTION
OPTIC
8d TO TALLER STUD w/ SEE RIGHT.
SEE I
COMMON 2 -ROWS OF 10d COMS
0 3" D.C. 0 12" O.C. WINDOW SILL SEE
SCHEDULE FOR
TYPICAL SOLE SILL SIZE AND
PLATE NALLbQ CONNECTION
EACH END.
0.1310" TOE NAILS:
(3) @ 2x4,
(4) @ 2x6,
(5) 2x8.
-
PT. SYP#2
SOLE PLATE.
Al� A A A��! A A A
ALL SHEATHING
DETAIL 1/SO.1
FOR SPLICING -FOUNDATION, SEE PLAN
OPTIONS. 12" 2�7
WALL FRAMING AT WALL FRAMING AT MAX "MIN
FROM SOLE
PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK
BUILDER MAY CHOOSE EITHER THE DROPPED
HEADER CONDITION OR RAISED HEADER CONDITION.
TYPICAL WALL FRAMING
_j SOLE PLATE ANCHOR
HOLD DOWN.
3x3xY4" SLOTTED
WASHER PUSHED
T 0 OUTSIDE BUTT JOINT-\
2Y4��' 30xY4" SLOTTED FACE OF WALL.
WALL SHEATHING WASHER PUSHED
TO OUTSIDE
SEE DETAIL 1/SO.1 FACE OF WALL.
FOR SPLICING PLAN VIEW
OPTIONS. BOUNDARY
Y2" THREADED ROD 12" 11Y2"I SHEATHING.
EPDXIED 4" OR h"OxV PT. SYP#2 MAX. "MIN.'
FSIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL
EDGE w/ BLOCKING
SOLE PLATE BREAK WHERE REQUIRED
SECTION VIEW GENERAL N�TES.
ARCHED TRANSOM OPTION:
2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
FASTENED w/ 3-0.131"0" jax. Be 'ch, Florida 32250
DROPPED
HEADER EA. END TYPICAL. Ph. 242-0,908 Fax. 241-9557
-/-SHEATHING MAY EXTEND 2" FL: CA # 8344 SC: CA# 3579
PAST BLOCKING- WINDOW
SYP#2 HEADER, ATTACHMENTS MUST
�ADER ANCHOR INTO 2x MATERIAL.
PER PLANS.
4S
JACK AND
KING STUDS, 'V1
SEE PLAN.
AT TWO STORY CONDITIONS
WINDOW SILL SEE PROVIDE SOLID BLOCKING
SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
UPPER LEVEL POSTS & JACK
STUDS.
S' STAT
SDWC15600 SCREW
4, �#
SEE 8/SO.O. ;e
IU
y
. .........
7
4 C h r i s t o p h r j Sabourin PE
F U� P E#71461
ROI F PLATE ANCHOR*
SEE SCHEDULE
REVI� IONS DATE�
W&L FRAMING AT
DROPPED HEADER CONDITION
1\1
FIELD� ALTERATION
CONTRACTOR SHALL CONITACTLOU
PONTIGO Ft ASSOCIATES Pi;?,IOP TO
/-RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
OF MODIFICATIONS WHICH MAY VARY
SEE GENERAL NOTES.
. . . . . . . . . . . . . FROM THE INTENT OF THE ORIGINAL
CONSTPUdTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
BY_�,�' ADDITIO�AL ENGINEERING OR
IN�PECTION FEES.
USP MSTA36 2065 2065 (13)10d EA.
END
1105 1105
USP LTS20B '/2"0 ROD
TO FTG.
USP JUS28 1305 1305 (6)1 Od TO
HEADER
USP HTT16 4290 4290 5/8"0 ROD
TO FTG.
VO EPDXY 42"
USP HTT22 5370 5370 5/, "0 ROD
TO FTG.
WIND LOADING:
ASCE T � 10: FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF
130TTOM CHORE). REACTIONS CALCULATED FOR THE BEARING POINTS
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED
BY 0.75 WHEN COMBINED wl DEAD LOAD.
BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH
IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1.00
MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 15.0 FT
ROOF-- PITZH -- - - - - - - - - - - - - - - - - - - 7/12
� �� , - , , � z " -, �
QUILD,j N6 CATEGOR Y - - - - - - - - - - - - - - - - 11
XPOSPRE CATEGORY - - - - - - - - - - - C
ENCLOSURE CLASSIFICATION - - - - - - - - - - - - ENCLOSED
INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - .18
USP PAU44 2535 5/�,"o ROD
w/ (12)16d
USP PAU66 2535 5/,,"o ROC
w/ (1 2)16d
USP MSTAM24 1 1545 11455 1 (5)1/4%2-1/4
TAPCONS
SIMPSON CONNECTORS
CONNECTOR
UPLIFT
FASI'ENERS
FL# CODE
SYP
SPF
INTERIOR BEA
SEE PLAN FOR STJD
AND O.C, EPACING.
CONTINUOUS BLOCKING
WITHIN FLOOR SYSTEM
WHERE POSTIS
8d
M N
COMMON
0 C
0 3" O.C.
- - - - - - -
_j
L - - - �__ __J
SYP#2 DBL.
1 SEE 5/5(
TOP PLATE.
FULL HEIGHT
SHEATHING
TO BE
CONTINUOUS
TO UPPER
TOP PLATE.
A35
450
4-50
12-Sdxl'/,
10446.4
H2.5T
600
520
5-8d EA. END
11478.3
HTS16
1150
1085
16-10d EA.
END
10456.6
MTS12
1000
860
7-10dx11/2"
EA. END
10456.3
HTS20
1450
1245
24-10dxll/2"
EA. END
13872.3
MATERIAL SPECIFICATIONS
MSTA24
1765
1270
9-10d EA. END
13872.4
MSTA36
2050
187 0
13-10d EA.
END
13872.8
HARDWARE AND ANCHORS:
ANCHOR BOLTS �e THREADED ROD: SHALL BE IN ACCORDANCE WITH
ASTM A 307 OR ASTM F 1554 GRADE 36.
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8).
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
MIETALL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO
EXTERIOR SHALL BE GALVANIZED.
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4"
LARGER THAN REBAR SIX AND LARGER THAN THREADED ROD SIZE.
(U.O.N.)
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS
(DUAL CARTRIDGE INSTALLATION ONLY):
EPDXr.ITW RED HEAD A7
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60.
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50.
WELDED WIRE FABRIC (WW): SHALL BE ASTM A185.
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC
MODULUS �E)1,900ksi, BENDING STRESS (Fb) 2600psi
HTT4
3480
3080
18-16d TO
TRUSS/BEAM
11496.2
1--5/,"0 ROC
-
TO FTG.
SCOPE OF SEFRVVICE
HTT5
5250
4670
32-16d TO
TRUSS/BEAM
11496.2
1-5/,"o ROC
_ TO FTG. -
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES&
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT,
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT
SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
LUS28
930
780
6-10d TO HEADER
10655.113
4-10d TO JOIST
HU410
905
785
14-16d TOHEADER
10531.36
6-16d TO JOIST
ABU44
2200
r/,,"o ROD E=IOXIED
6" MIN
10849.6
ABU66
2300
5/,,"o ROD E:IOXIED
6" MIN
10849.6
SET
N/A
N/A
SIMPSON EPDXY-TIE
11506.4
LTT20B
1675
1675
10-16d TO
STLID/BEAM/POST
11496.3
1-/2"o ROD
TO FTG.
LSTA12
805
I
695
10-10d
13872.5
CS16
1 1705
1 1705
13-8d
1
10852.1
GENE1171
A
RAL NOTES Et CONSTRUCTION SPECIFICATIONS
FLOQR SHEATHING $aECffjCATIQNS
MLTAL MIN. 1/Z Z4/110, At -A KAItU �-LTWUUU Z:)HtAIHINU, NAILtU W/ U.11,)XZ KINU Z)HANN NAILZ> 9,9 0 U.U. L[Jk�t dC 0 U.U. rILLU kAI UADLL EJ'4U,> Ur-kamr-mo-r- r-L)Qr- NAIL armw4u lu -t VV!lFljlq -r-u %ir r-'%jur L_Uvr_).
(TYPICAL). %wolf
NOTES:
FLEXIBLE FINISH- S. NAILING TO INTERMEDIATE
I BRITTLE FINISH. L - - - - - - - - - i L - - - - - --- SUPPORT IS 6" O.C. MAX.-". ROOF
FLEXIBLE FINISH WALLS INCLUDE:
z SPFQIElCA
ING 11ONS:
I -, ..- - 1.. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS' AND ADJACENT TO
MII\L 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. 'EDGE AND 6" C.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I 1 1. , � CORNERS AND PLATE BREAKS AND KING STUD
WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONS DERED L - - - - - - - - -
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. Uj
TRUSSES, OR
WON). FLOOR JOISTS.
mAsoNRY spEcincATIoNs: SINGLE STQFIY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A YX3"X'/8 W/ V/2 "0 ROUND it P4 Ln C)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AQ1539.1�05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. rto,*A
_,2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLON�P. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR,MAY BE USED IN BRICK VENEER. LOU
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
--�ROOF AND FLOOR SHEATHING NAILING
TYP. WALL SECTIONS / �.3 SOLE PLATE ANCHOR DETAIL "Et S'CHEDQLE- 4
CONCRETE MASONRY UNITS (CMU)N �SO.O� �SO.O� SCALE: 3/4- V-0" \,SO.0) SCALEJ 3/4" 1'-0" U LLJ
C�U SHALL BE IN ACCORDANCE WITH ASTIM C90-75' HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N '-'I, NORMAL WEIGHT -,"A 'MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-C)".
7�
MASONRY STEMWALLSD 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 11/2 2.
USED, GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT.� SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
(3) 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 2 PLY
WITH @ 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 CORNER BARS, MINIMUM OF 40 BAR t" `, 11 _\ I- . Z n
MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAIL�� - 8 0. C.
AGGERED
0
j/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL'BE A MINIMUM OF 6-'. BEAM.
SIMPSON 2x4 BLOCKING
3 PLY BEAM. 04
SDWC15600-", @24" O.C. FASTEN
CLAY MASONRY (BRICKI' SEE ROOF '�L2.4 MEMBERS: EACH END w/3 -10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY, M/
FRAMING (1) ROW OF 1 Od TOENAILS.
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4" O.C.
�CONCRETE 5PECIFICATIONSk-
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. AT 12" D.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS:
AT HORIZONTAL JOINTS. (2) ROW OF 10d STUD BELOW
ROOF SHEATHING, SEE
(3) ROWS 12d
SPECIFICATIONS BELOW. NAILS @ 4" 0 C LOWER TOPL 4-10d
HEEL ;0 1'-0" AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
FO9TJNG AND FOUNDA PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
n
ORTH )GONAL MEW
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 VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
SUBS I URFACE 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,P0S CONDITIONS
A OF' CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIVI D 1557. WITH GAP SHOWN.
a.
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 6V VVI 0
ROW
5 S T 4
SF FI A
Cl C P *OVER LA
RE EN
Roo TI
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 ;7� - - f I
SIMPSON 11, 1 rymi
TRUSSLOK TRUSSLOK
.4
N PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC115600_`-� ENGINEERED WOOD ENGINEERED'WOOD 07.1
DETERMINED 0
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 9 48" O.C. OR ROD CHAIRS. FRAMING
AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION
BAR� DIAMETERS DETAILS. SHEIkTHING MAY SDWC1 5600 CONDITIONS
CONDITIONS
TERMINATE AT SIMPSONJ SEE ROOF
Top
SIMPSO)fN FRAMING 3 -PLY A -ELY NOTES:
IEL )0 TOP OF DBL. SDWC1 5600
SDWC1 5600 OP PLAN FOR
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 1. TOP PLATE. SEE NOTE 1. 1. OVERLAP 'FOP PLATES AT CORNERS AND INTERSECTIONS. 0 0
TERMITE LS� SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. i1v DETAILS. 14" LVL AND GREATER 2. DEN ES 3"XO.131" GUN NAILS 0 6" O.C. VERTICAL.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMINQ SPECIFICATIONS: 5" < HEEL < 1'-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACT)R MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR
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: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC, 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
IN ADDITION TO (2) PLYS 'AMED WA
PRE-ENGINEERED WOOD -TRUSSES* AT TOP PLATE TO STUD, SPACE @ 48" D.C. F R ILL CORNER AND
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
-N\ ROOF TRUSS CONNECTION
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 BRACI G PER 'COMMENTARY' AND r5 BUILT-UP MEMBER FASTENING INTER -SECTIONS 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 1\�O
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I �_O DESIGN
KING STUD TO TOP PLATE: TRUSS TO PLATE:
ROOF COVERING SPECIFICATIONI SDWC1 5600 SCREW. SDWC SCREW
TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
ACCORDING TO THE MANUFACTURER" S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TD TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
AND
SDWC15600 SCREW
WATERPROOFING: NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
FOR GABLE ENDS. GENERAL
THAN 4'-6*
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND AB13REVIATIONS KING & JACK SDWC SCREW @ NOTES
KING JACK
CONNECTION STUDS SEE PLAN STUDS SEE PLAN 24" O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL E
DO NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. ... NAILS E.E. PLATES SEE HE' QR SILL THESE DRAWINGS. IF A DIMENSION Is
L3/, X311, XV4 4" 6'-0' GABLE X -BRACE, SEE DETAIL IO/SO.1 L(MIN) SCHEDULE 4- TES SEE 2X6 WALL UNCL�AR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4X3'/,"X'/4 61, 81-0. HEADER SIZE, JACK AND TRUSS TO APCHITE&,URAL DRAWINGS OR
DESIGNATES SHEARWALL. THE (2)2xE-1/2 KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH. CHEDULE PLATE: SDWC CONTACT THE E.O.R.
DBL.: TOP PLATE' TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L5x314"X14 6" 10'-0 HIDDEN LINE DESIGNATES SIDE OF
WALL THE SHEARWALL SHEATHING 4- PLATES SEE\ IL CS18 STRAP w/6-10clx1V OPN'G, SEE ARCH. lz�, SCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL 0 6" 12'-0" ---------- /6 SCHEDULE NAILS EACH END. STRAP 6AN NAME
L6x3'/, *X'/, 6- TO BE APPLIED. 8d @ 3
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR
ANASTASIA - COASTAL
L7 x 3 14 * XV. 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: $IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DES IG N/lDRAWN/CH ECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE E
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION PLATE TO HEADER: CS BMB/LAlP
-4- BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
G
RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT L Lori CABLE ENDS OR 2 -STORY
HE'
0 NOT SC 'ALE
ESE DRA ING
'NCL A"
A C IT
H
E U
0 A,
R OU&
"N
ANASTA, SIA
SIG �
DE N RA
CS
FB
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS BM BEAM MANUF Manufacture THAN 8' OR OPENINGS �ES� T� 24" O.C. Appro 0,
PAINT. WALLS 2X4 WALL
BOT - BOTTOM MONO - Monolithic THAN 3 -6
WEATHER 77: V9d a
i 01, .18
RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS PO
I BARRIER BRG - BEARING OC - On Center HEADER FA Ifn
2. LINTEL MORE THAN W -C)". SHOULD STENING SECTION
CMU - CONCRETE MASONRY UNIT OSB - Criented Strand Board SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP - Perpendicular A I IM S NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3" WD, DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMIN BELOW -
=======A LINTEL
SCREWS INTO HEADER PROVIDE A '/,' EA EACH PSF P)unds per Square Foot A. W -10DX1 I PA No.
COINT.�AEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE
(3-16d) 4 -GUN NAILS SEE NOTE 2 - ENGINEER OF RECORD PT PR-__SSURE TREATED STUD OR 2X1b, INTERIOR�OR EXTERIOR SIDE OF WALL. TOLL -18-00005
CONT. HEADER TO STUD TOE NAIL EOR
TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Qu ck Tie SOLE PLATE CONNECTOR PLATE ANCHO� STRAPPING NOT REQUIRED W BLOCKING FASTEN-' STRAP NOT REQUIRED AT THE FOLLOWING: C6NTRCL No.
STUD TO SOLE PLATE - HORIZONTAL TIES @ 2,V O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF STUDY PER SCHEDULE AT LOWER LEVEL HEADERS -A- /8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot it I'-- _ JACK TRUSSES LESS 3570
FDN - FOUNDATION SPF -Spruce Pine Fur PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS
WIND -ZONE VERT. TIES 0 16" D.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECIFIED SINGLE STORY MUL11 STORY SHEET
NAIL SPECIFICATIONS FT FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN 3'-6"
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU Through (UNSTACKED WIND
YxO.131"O = GUN NAILS 2%0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP
2"xO.113"O = 6d 2'/2"xO.131"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T�Micol to_8� TYPICAL HEADER STRAPPING
HORIZ - HORIZONTAL LON LnIess Otherwise Noted S0.0
YxO.148"O = 10d 3'/,%0.162"0 = 16d FLASHING. OF BRICK LINTEL LEIS POUNDS VERT Vertical
\1 �_O
1 '/2 "X0.148"O 10dxl'/2 1'/,%0.131"0 8dxl'/2 WWF Welded Wire Fabric SHEET1 OF 7
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 D.C. EDGE & FIELD
ROOF SHEATHING ' ('IFICATIONS:
SHINgLIE.- MIN. 7& 24/ 1 16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0,113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN
ILLF- - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE' & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF
4'-0" OF ROOF EDGE).
EDGE).
8d 0 3"
SEE DET/
S1.01
ILS
SEE DETAILS
ON S1.01
WALL SHEATHING TO
SOLE PLATE
RAISE Y8" FROM
BOTTOM OF SOLE
PLAN AND FASTEN
w/8d COMMON @ 3"
0. C.
SOLE PLATE ANCHOR SCHEDULE
NAIL SPACIN
SUPPORTED E
GENERAL N
EXAMPLE OF UNSUPPORTED
(UNBLOCKED) PAN
AT
GES,
TIES.
L EDGE -
I
. . ...
. .
T
r 1%
Z
rl
ANCHOR EXT. WALL
SPACING
SHEARWALLS WASHER EMBEDMENT
SPACING SPEC. DEPTH
EDGE
DISTANCE
VO EPDXY 42"
24" 3 x3xO.229"' 4
2V'
X"OW TITEN HD 42"
24" 3x3xO.229" 4y2"
2 Y�'
MLTAL MIN. 1/Z Z4/110, At -A KAItU �-LTWUUU Z:)HtAIHINU, NAILtU W/ U.11,)XZ KINU Z)HANN NAILZ> 9,9 0 U.U. L[Jk�t dC 0 U.U. rILLU kAI UADLL EJ'4U,> Ur-kamr-mo-r- r-L)Qr- NAIL armw4u lu -t VV!lFljlq -r-u %ir r-'%jur L_Uvr_).
(TYPICAL). %wolf
NOTES:
FLEXIBLE FINISH- S. NAILING TO INTERMEDIATE
I BRITTLE FINISH. L - - - - - - - - - i L - - - - - --- SUPPORT IS 6" O.C. MAX.-". ROOF
FLEXIBLE FINISH WALLS INCLUDE:
z SPFQIElCA
ING 11ONS:
I -, ..- - 1.. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS' AND ADJACENT TO
MII\L 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. 'EDGE AND 6" C.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I 1 1. , � CORNERS AND PLATE BREAKS AND KING STUD
WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONS DERED L - - - - - - - - -
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. Uj
TRUSSES, OR
WON). FLOOR JOISTS.
mAsoNRY spEcincATIoNs: SINGLE STQFIY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A YX3"X'/8 W/ V/2 "0 ROUND it P4 Ln C)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AQ1539.1�05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. rto,*A
_,2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLON�P. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR,MAY BE USED IN BRICK VENEER. LOU
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
--�ROOF AND FLOOR SHEATHING NAILING
TYP. WALL SECTIONS / �.3 SOLE PLATE ANCHOR DETAIL "Et S'CHEDQLE- 4
CONCRETE MASONRY UNITS (CMU)N �SO.O� �SO.O� SCALE: 3/4- V-0" \,SO.0) SCALEJ 3/4" 1'-0" U LLJ
C�U SHALL BE IN ACCORDANCE WITH ASTIM C90-75' HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N '-'I, NORMAL WEIGHT -,"A 'MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,30.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-C)".
7�
MASONRY STEMWALLSD 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 11/2 2.
USED, GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT.� SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
(3) 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 2 PLY
WITH @ 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 CORNER BARS, MINIMUM OF 40 BAR t" `, 11 _\ I- . Z n
MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAIL�� - 8 0. C.
AGGERED
0
j/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL'BE A MINIMUM OF 6-'. BEAM.
SIMPSON 2x4 BLOCKING
3 PLY BEAM. 04
SDWC15600-", @24" O.C. FASTEN
CLAY MASONRY (BRICKI' SEE ROOF '�L2.4 MEMBERS: EACH END w/3 -10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY, M/
FRAMING (1) ROW OF 1 Od TOENAILS.
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4" O.C.
�CONCRETE 5PECIFICATIONSk-
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. AT 12" D.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS:
AT HORIZONTAL JOINTS. (2) ROW OF 10d STUD BELOW
ROOF SHEATHING, SEE
(3) ROWS 12d
SPECIFICATIONS BELOW. NAILS @ 4" 0 C LOWER TOPL 4-10d
HEEL ;0 1'-0" AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
FO9TJNG AND FOUNDA PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
n
ORTH )GONAL MEW
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 VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
SUBS I URFACE 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,P0S CONDITIONS
A OF' CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIVI D 1557. WITH GAP SHOWN.
a.
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 6V VVI 0
ROW
5 S T 4
SF FI A
Cl C P *OVER LA
RE EN
Roo TI
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 ;7� - - f I
SIMPSON 11, 1 rymi
TRUSSLOK TRUSSLOK
.4
N PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC115600_`-� ENGINEERED WOOD ENGINEERED'WOOD 07.1
DETERMINED 0
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 9 48" O.C. OR ROD CHAIRS. FRAMING
AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION
BAR� DIAMETERS DETAILS. SHEIkTHING MAY SDWC1 5600 CONDITIONS
CONDITIONS
TERMINATE AT SIMPSONJ SEE ROOF
Top
SIMPSO)fN FRAMING 3 -PLY A -ELY NOTES:
IEL )0 TOP OF DBL. SDWC1 5600
SDWC1 5600 OP PLAN FOR
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 1. TOP PLATE. SEE NOTE 1. 1. OVERLAP 'FOP PLATES AT CORNERS AND INTERSECTIONS. 0 0
TERMITE LS� SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. i1v DETAILS. 14" LVL AND GREATER 2. DEN ES 3"XO.131" GUN NAILS 0 6" O.C. VERTICAL.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMINQ SPECIFICATIONS: 5" < HEEL < 1'-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACT)R MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR
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: JACK -TO -KING ASSEMBLIES, CORNER POST, ETC, 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
IN ADDITION TO (2) PLYS 'AMED WA
PRE-ENGINEERED WOOD -TRUSSES* AT TOP PLATE TO STUD, SPACE @ 48" D.C. F R ILL CORNER AND
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
-N\ ROOF TRUSS CONNECTION
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 BRACI G PER 'COMMENTARY' AND r5 BUILT-UP MEMBER FASTENING INTER -SECTIONS 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 1\�O
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. I �_O DESIGN
KING STUD TO TOP PLATE: TRUSS TO PLATE:
ROOF COVERING SPECIFICATIONI SDWC1 5600 SCREW. SDWC SCREW
TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
ACCORDING TO THE MANUFACTURER" S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TD TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
AND
SDWC15600 SCREW
WATERPROOFING: NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
FOR GABLE ENDS. GENERAL
THAN 4'-6*
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND AB13REVIATIONS KING & JACK SDWC SCREW @ NOTES
KING JACK
CONNECTION STUDS SEE PLAN STUDS SEE PLAN 24" O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL E
DO NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. ... NAILS E.E. PLATES SEE HE' QR SILL THESE DRAWINGS. IF A DIMENSION Is
L3/, X311, XV4 4" 6'-0' GABLE X -BRACE, SEE DETAIL IO/SO.1 L(MIN) SCHEDULE 4- TES SEE 2X6 WALL UNCL�AR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4X3'/,"X'/4 61, 81-0. HEADER SIZE, JACK AND TRUSS TO APCHITE&,URAL DRAWINGS OR
DESIGNATES SHEARWALL. THE (2)2xE-1/2 KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH. CHEDULE PLATE: SDWC CONTACT THE E.O.R.
DBL.: TOP PLATE' TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L5x314"X14 6" 10'-0 HIDDEN LINE DESIGNATES SIDE OF
WALL THE SHEARWALL SHEATHING 4- PLATES SEE\ IL CS18 STRAP w/6-10clx1V OPN'G, SEE ARCH. lz�, SCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL 0 6" 12'-0" ---------- /6 SCHEDULE NAILS EACH END. STRAP 6AN NAME
L6x3'/, *X'/, 6- TO BE APPLIED. 8d @ 3
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR
ANASTASIA - COASTAL
L7 x 3 14 * XV. 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: $IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DES IG N/lDRAWN/CH ECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE E
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION PLATE TO HEADER: CS BMB/LAlP
-4- BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
G
RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT L Lori CABLE ENDS OR 2 -STORY
HE'
0 NOT SC 'ALE
ESE DRA ING
'NCL A"
A C IT
H
E U
0 A,
R OU&
"N
ANASTA, SIA
SIG �
DE N RA
CS
FB
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS BM BEAM MANUF Manufacture THAN 8' OR OPENINGS �ES� T� 24" O.C. Appro 0,
PAINT. WALLS 2X4 WALL
BOT - BOTTOM MONO - Monolithic THAN 3 -6
WEATHER 77: V9d a
i 01, .18
RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS PO
I BARRIER BRG - BEARING OC - On Center HEADER FA Ifn
2. LINTEL MORE THAN W -C)". SHOULD STENING SECTION
CMU - CONCRETE MASONRY UNIT OSB - Criented Strand Board SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP - Perpendicular A I IM S NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3" WD, DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMIN BELOW -
=======A LINTEL
SCREWS INTO HEADER PROVIDE A '/,' EA EACH PSF P)unds per Square Foot A. W -10DX1 I PA No.
COINT.�AEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE
(3-16d) 4 -GUN NAILS SEE NOTE 2 - ENGINEER OF RECORD PT PR-__SSURE TREATED STUD OR 2X1b, INTERIOR�OR EXTERIOR SIDE OF WALL. TOLL -18-00005
CONT. HEADER TO STUD TOE NAIL EOR
TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Qu ck Tie SOLE PLATE CONNECTOR PLATE ANCHO� STRAPPING NOT REQUIRED W BLOCKING FASTEN-' STRAP NOT REQUIRED AT THE FOLLOWING: C6NTRCL No.
STUD TO SOLE PLATE - HORIZONTAL TIES @ 2,V O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF STUDY PER SCHEDULE AT LOWER LEVEL HEADERS -A- /8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot it I'-- _ JACK TRUSSES LESS 3570
FDN - FOUNDATION SPF -Spruce Pine Fur PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS
WIND -ZONE VERT. TIES 0 16" D.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECIFIED SINGLE STORY MUL11 STORY SHEET
NAIL SPECIFICATIONS FT FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN 3'-6"
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU Through (UNSTACKED WIND
YxO.131"O = GUN NAILS 2%0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP
2"xO.113"O = 6d 2'/2"xO.131"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T�Micol to_8� TYPICAL HEADER STRAPPING
HORIZ - HORIZONTAL LON LnIess Otherwise Noted S0.0
YxO.148"O = 10d 3'/,%0.162"0 = 16d FLASHING. OF BRICK LINTEL LEIS POUNDS VERT Vertical
\1 �_O
1 '/2 "X0.148"O 10dxl'/2 1'/,%0.131"0 8dxl'/2 WWF Welded Wire Fabric SHEET1 OF 7
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER
EA. TRUSS. FASTEN TO TOP FASTENED TO TOP 10d ®4" O.C.
PLATE w/ WALL SHEATHING
STUD WALL FRAMING
PLATE w 10d 0 3 O.0
/ 8d COMMON WIRE NAILS � � -' w/ 2x :SOLID BLOCKING `
i AT SHEATHING EDGE
TO BLOCKING 0 3 O.C. I \
b \
6 1 .:
BL. TOP NOTCH HEADER
BLOCKING ONLY REQUIRED
BELOW TOP PLATE
BLO PLATE MAX� L 2x4 BLOCKING BETWEEN EA. �
li i Lou
AT SHEARWALLS. AND i TRUSS.: ATTACH AT EACH WALL, `
.STUCCO FINISH P RCH SHEATHING, DER -
�i Ass
5-8d COM HEA I , , STUD `w/ 3 16 NAILS AT EA.
S E SPECIFICATIONS ND ° ♦i PORCH
EACH SIDE FRAMING- INTERSECTION. (MIN. OF
BLOW ,� HEADER.:._
16d COMMONS , 6-16d BETWEEN EACH TRUSS 420
16d COMMONS OF SPLICE )
„ 2x4 SYP#2 HORIZ. BRACING � I 8 -GUN NAILS o ♦ SEE PLAN.
1,O.C.
0 8 O.C. SHEATHING SPLICE ®$ . 0DE &SUPPORT � ax: BE
- _ � 24 O.C. BETWEEN OUTER WALL L HEADER FULL HEIGHT �
P AR
POST PER PLAN. I
2 MSTA24
FIRST INTERIOR TRUSS. NAIL �H. � O Ph.'242-
& F To WALL ANCHOR OR DTT2Z PERPENDICULAR TRUSS
" -�` PERPENDICULAR STRAPS MIN. (2)2x4 WOOD
CONT. RIBBON CONT. RIB 1 8d COM ® EACH END w 3-0.131x3 NAILS PERPENDI HOLD DOWN AT FL: CA
BOARD TYP 1 / BASE OF POST BELOW. & (1) ADJ. DETAIL B
BOARD (TYP) B C ) 3 O.C. {TYP) TO WALL
EACH SIDE FLOOR OPTION A SHEA WALL
PLICE TO PORCH HEADER.
FLOOR FLOOR OF S TRUSS
•• 24 16 GUAGE POST BASE.
TRUSSES TRUSSES _ 4x4 POST- II STUD WALL FRAMING
OR JOIST. 2x4 SYP 2 STRAP w/11 POT 24 16 GUAGE I w x S
OR JOIST. # I » 6x6 POST. ABU66 /_2 OLID BLOCKING
SHEATHING SPLICE 10dx1 EA. END BELOW STRAP w/11 I ,
DIAGONAL � AT SHEATHING EDGE 3
LSTA12 FOLDED' .OVER TOP. ,� Ii ,®
FASTEN EA. _ 10dx% EA. END DOUBLE TOP PLATE _ 8d COMMON WIRE NAILS
PLATE w/5 10d NAILS ''
TO BLOCKING � 3" O.C. "'�.'
END w I _ CONTINUOUS OVER _ A
» / PORCH. INTO TOP PLATE & 5 40d t, ,;a
I WOOD . °. \ ' .. w
4 056 or PLY _SPACE/ \
3 10d COMMONS _ HEADER
„ I PORCH HEADER, SLAB
- - - _ - 6 NAILS INTO BEAM.
RIM BOARD Ya -- SEE PLAN 0 48 O.C. OMIT IF WALL
_ MAX ,
SHORTER THAN TS16 w:
-
CEILING
SHEATHING IS INSTALLED
R00 TRUSS
OR SYSTEM. ALIGN � TRAPS ROD F
FLOOR MSTA24 r%
I m
WALL FRAMING WALL FRAMING
WALL FRAMING ON FACE OF BEAM
CAL JOINTS WITH LINE
VERTICAL STRAPS EPDXIED 6 MIN OR JOIST � i ,. ♦
F I,
<♦ � � FOR PERPENDICULAR u
WALL SHEATHING
J
♦
G SPLICE
♦°
,
SHEATHING _ °
TR CONNECTION
INSTALL FLOOR TO ' �� � s
JOINTS _
♦♦
,
PLAN VIEW OF ELEVATION VIEW OF
_, _.. R STRAPPING :PER - SEE DETAIL B ABO �.
_ T
FLOOR 8 GUN ° ♦
. ONLY REQUIRED PORCH HEADER
�.
�LOG�KING 0 Q 5 8d COM PORCH ADR PORCH HEADER CONTINUOUS 2x6 SYP 2
OPTION 1 OR 2 # R
: AT SHEARWALLS AND EACH SIDE
NAILS
AT POST AT P05T LEDGER FASTEN WITH
AT CARNE �I FULL HEIGHT
STUCCO FINISH OF SPLICE 5-0.131x3 EA. STUD.
OPTfON 1
OPTION 2ANCHOR OR DTT2Z
iCATIONS: HOLD DOWN AT
TRUSS PARALLEL MIN. 2)2x4 WOOD
P SHEATHING
APA. RlM BOARD OPTION FLOOR (
OVER LA ,.
easE oI=` POST PARALLEL TRUSS
I GYPSUM (WATER PROOF GREEN BOARD, w 5d COOLER NAILS 0 6 O.C. EDGE .'& FIELD BELOW. & 1 ADJ.
z ( ) / O
OPTION B
. OR TO PORCH HEADER. C h r I s t o h r S a h o u r i n PE
NOTE 1.
a
„ »
DETAIL A � � 1
T OSB OR PLYWOOD' w 8d COMMON NAILS (�
6 O.C. EDGE AND FIELD
1, CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3.
/e (OR GREATER) / F L� P E # 71 461
2 CONTRACTOR SHALL. OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED
RODS ARE INSTALLED
i
TI
_4
WALL AD TO ROOF CONNEC ON
ORC BEA
M CONNECTION' WHEN
J
PYLONS MING DETAILS
3
TYPICAL P H
AND STRAPPING O YPI AL PORCH FRA
FLOOR TO FLOOR WALL SHEATHING 2 T
1 O
OTEO SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
S0.1
AND WALL SHEATHING AND STUD FRAMING..
S0.1
S0.1 So.1
E DETAIL 5 ,
SE S0.1 FOR L
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 A 1-SIMPSON H2.5T. `
ROOFO.C.A B B
BOT. CHORD w/ 0:131x3 0 3 0 � IG�
TRUSS: » ROOF -- ---- ----- cor
2x4 SYP#2 CATS AT 12 ROOF TRUSS.
FASTENED TO SHEATHING w/ 8d 0 3 O.C.
TAUS 600
Pc
TOP SDWC 15 ------------------- nn
O.C. FASTENED TO „
, ,
FASTENED TO c
11 /a SHEATHING F C� 32 O. C: 1
PLATE w
4-0.131x3 I I I I
" FRC
10a 3 O.C.
COMMON
MAX. TOP .PLATE w/ SCREWS
cc
At SHEARWALLFIELI
1 p - p` p D BEIM
6 MAX. OSB WALL B
ATTACH B C B C C
, 2x SYP#2 CONT. T C
SHEATHING
N CATS EACH END w �--(�)
FASTEN I
TO TOP PLATE AND TRUSS
"
_ T NAILS » »
3
0.131x3 COMMON OE
i, w 0.131x3 0 3 O.C.. EDGE OF
I
C
I
SHEARWALL
2x MAY OVERHANG TOP PLATE. SHEARWALL
EXTERIOR L C
LL SHEARWALL
S 8dC�3 6 SW 8d@3"is
WALL _
PERF
OR TED' SHEARWALL SEGMENTED SHEARWALL '.STRAP KING POST TO
ALTERNATE A ALTERNATE B ALTERNATEC ALTERNATE
ATE G
POST BELOW WITH2 csls
STRAP KING POST TO
POST `BELOW WITH 2 CS16
_ STRAPS. WHEN. FULL HEIGHT
OS
A - U TO LOWER STUDS A UPPER TO LOWER STUDS
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
SW 8d03 6: 2 CS18 STRAPS SW 8d03 6: 2) CS18 STRAPS ANCHORS ARE NOT USED
� ROOF- FLOOR DECK 10d 04 O.C.: O / (
HEADER DOWN CONNECTION
fi OSB IAPHR AGM FASTEN
R w 1 ROW 8d TRUSS,
T NAILER
0 / O
UPLIFT CONNECTOR
�
CONTINUOUS
2x4 SPF#2 NU
-FLOOR
TRUSS.
SEE PLAN
- ENO
- STUDS TO FOUNDATION
STUDS TO FOUNDATION ENO TU
i
3" O.C. FASTEN TO TOP
(1)CS16 STRAPS
D
LEDGER FASTENED
2x4 SYP 2 OUTLOOKERS
#
OR HTT4 HOLD DOWN AT BASE (U.O.N)
SW 8dC�3
6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5
�E
PLATE w/ (2) ROWS
GABLE END BRACING
'/is OSB
TRUSS WEBS WITH
3x3x'/ti"
AT 3" O.C. TYP
oC -
PLATE ANCHORS C - SOLE PLATE ANCHORS
o
»
OF 8d 0 3 O.C.
EMBEDMENT
BLOCKING
- x3"
w/3 0.131
2. ALL MATERIAL TO BE SYP 2
#
SHEARWALL NOTES.
SEE SCH
ON DETAIL 3 SO.O
DULE ON DETAIL 3/SO.O SEE SCHEDULE /
CONTINUOUS LATERAL BRACING SEE
-
D)
2x4 SPF
PANEL
FLOOR COMMON.
TRUSS SHOP DRAWING FOR QTY. AND
1. AT ROOF TRUSS,
SHEARWALL NOTES
TO SISTER A TO SISTER A
T 36" LONG STUD
MIN 2 PLY 36' LONG STUD �
4 TRAPS- STUD FASTEN w 12- .;: FASTEN w 12-
(1)MSTA2 S E I /
T 24 STRAPS
FASTENED
SYP#2 2x4 NAILER T
ALL AROUND
.FRAMING
CONTRACTOR MAY
CHOOSE A,B,C,D, OR G.
SHEATHING
L PROVIDE /s OSB S
WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD.
I
TO TRUSS BOT. CHORD w/
AS SHOWN.
FASTEN CATS EACH END w/
2x4 SYP#2'CATS -AT 12"-
PROVIDE 2x BLOCKING AT
ALL PANEL EDGES.
" " O.C.
(2) ROWS 0.131x3 0 3
EACH END_w/3-
3-0.1131x3" NAILS <
D.C. FASTENED TO TOP
2. USE ALTERNATE A.
INTERIOR
_
PLATE w - 4 0.131x3
/
EXTERIOR WALLS
AT `EXTE
2 PROVIDE A MINIMUM -0F
2 STUDS EACH END OF 'SHEARWALLS. KING & .JACK STUDS AT HEADERS MAY SERVE AS
I
_
SW 2
SHEARWALL.
_.
SHEARWALL 'OR
N:
COMMON.
ENDING BETWEEN R00 F
END POSTS FOR SW.
P
HEADER DOWN CONNECTION
CONNECTION
CALL OUT
UPLIFT CONNECTOR
A
H2.5T 0 32" O.C. TOP & BOT
B
SEE PLAN
C
(1)CS16 STRAPS
D
FULL HGT THREADED ROD SEE PLAN'
OR HTT4 HOLD DOWN AT BASE jU.O.N)
HEADER
UP CONNECTION
CONNECTION
UPLIFT CONNECTOR
CALL OUT
D
O
A
LS18 0 32" O.C.
B
SEE PLAN
C
(1)CS16 STRAPS
D
FULL HGT THREADED ROD SEE PLAN
2x4 SYP 2 OUTLOOKERS
#
OR HTT4 HOLD DOWN AT BASE (U.O.N)
5-16d NAILSTRUSSES.
EXTERIOR WALL
P
TYICAL 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0'.1
1 ( )
E 3. USE ALTERNATE
ALTERNATE
ALTERNATED
ALTERNATE F
E & F FOR FLOOR 4. INSTALL INTERIOR FOOT114G BELOW SHEARWALL PER 'DETAILS ON $1,0[TRUSS ATTACHMENT
�-
E TIE DOWN
TYPICAL SHEARWALL ELEVATION ,
HEAD R W
WALL ATTACHMENT AT ROOF F� FLOOR
s C wHON ,
5 SHEAR
oTEo ,..;;.
50.1 PROVIDE SOLID BL0 KING WITHIN' FLOOR SYSTEM AT SW END POSTS. '' S0.1 THIS
DETAIL ONLY :APPLIES WHEN NOTED ON PLAN
S0:1
MULTIPLE BRACED TRUSSES,` AS INDICATED
IN TRUSS SPECIFICATIONS.
4 12d TO SINGLE
BRACING NOTES AND SPECIFlCATIONS
TRUSS BRACING
1.)ALL BRACING LUMBER SHOWN, EXEPT
FOR T -BRACE SHALL BE 1x4 SYP 3
#
OR BETTER OR 2x4 R, SPF#2 OR`BETT
# E
(LION)
)
2. BRACING UMBER SHALL INTERSECT
L
IL
THE WEB OF THE TRUSS, PER
°I
DELEGATED TRUSS ENGINEER.
I I 3.)PERMANENT PERMANENT BRACING
° WHERE NOTED ON TRUSS MFR. SHOP
II
DRAWINGS. THE CONTRACTOR SHALL
I°I
PROVIDE 1x4 SYP 3 OR BETTER
II
T -B
RACE F STENED TO
BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS BOTTOM
WEB w/ '1 d '0 6"O.C.
II CHORDS AND, ATTACHED TO EACH
T -BRACE TO BE THE
JI°I TAUS WITH 2=8d COMMON NAILS: AT
SAME SIZ ,SPECIES,
II
AND GRA E AS WEB GABLE END WALLS PROVIDE DIAGONALS
T E E BRACED.
4°I AT END WALLS PROVIDE DIAGONALS
I
'457. I
(APPROXIMATELY ) TO THE
ADJACENT EXTERIOR PERPENDICULAR
I°I
I -I
WALL BETWEEN EACH LINE OF 'BRACING
TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
MATERIAL. THIS REQUIRMENT IS NOT
NECESSARY AT HIP ROOFS. ALSO
ALONG EXTERIOR WALLS PARALLEL TO
BOTTOM CHORD BRACING PROVIDE
i
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
THREADED
8d COMMON N AILS
BRACE PER
D
O
E
O
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ROOF DECK PER GENERAL NOTES.
ABOVE. ATTACH 0
2x4x6' SYP#2 LATERAL BRACE EA.LINE
- d_
8 10
I
Al2'® 48-O.C.:OR DBL TOP PLT'
Al2
LST
ROOF
NAILS TY
(
. )
FULL HEIGHT
2x4 SYP 2 OUTLOOKERS
#
TO
BACKSIDE > OF WEB:
2x2x'/a°
�E
FTERS 10
NNECTION s DECK LEDG���T��ERF=�, RA„
GABLE END BRACING
SDWC15600' 0 36" O.C. OMIT 1F
» ENT TRUSS BRACING
SHEATHING OVERLAPS GABLE 12 MIN � � PERMANENT it
3/+ 0
3x3x'/ti"
AT 3" O.C. TYP
WHEN 8 v�IEN
��ERBY TRUSS THIS DETAIL TOFRAMED' VALLE YS ETC.
OTEO S0.1S01 USELA
�ENIN�EERN
»
_S0.1SCALE. 34. 1 0OTED50.1_ / MIN 2 PLY STUD MIN 2 PLY STUD
„
4 6 MAX.ONNECTION
NOTES: 1. SPACE GABLE END BRACING 0
EMBEDMENT
FRONT SIDE OF WEBS.a ,
TRUSS
2. ALL MATERIAL TO BE SYP 2
#
's,
»
0 24 O.C.
CONTINUOUS LATERAL BRACING SEE
-
D)
ITS ACCEPTABLE ITS ACCEPTABLE
GIRDER TRUSS
TRUSS SHOP DRAWING FOR QTY. AND
w
�; FULL HEIGHT
� • 1 I `.
-= •
L IXI
WASHER . _ ___ PAN
-
.__ ANCHORING. SPECIFICATIONS
O11
F
TO SISTER A TO SISTER A
T 36" LONG STUD
MIN 2 PLY 36' LONG STUD �
4 TRAPS- STUD FASTEN w 12- .;: FASTEN w 12-
(1)MSTA2 S E I /
T 24 STRAPS
2x4 BLOCKING. FASTEN
BRACE IS NEEDED, OVERLAP BRACE
AS SHOWN.
EACH END_w/3-
10d
OR H2.5T HURRICANE CUP 0 EA.
H3 -
WALL STUDS
DS
WALL STUDS
_.
LEDGER,
2x12 OR 2 2x6 OR 2 2x4-SYP 2 LE ,
( O #
TOENAILS
TOEN
L
S,
OUTLOOKER TO"TRU S
"
T 1 O.C,
A 6
AT 1 6 O.C.
0 FRAMING BELOW -
FASTEN TO ROOF
s 1oa
ROOF SHEATHING
w/ 4-12d NAILS AT EACH RAFTER.
COMMONS
•
OVERFRAME RAFTERS, SEE PLAN.
- ♦...
2X6
ROOF TRUS5
ROOF TRUSS
_
I,.
PS -8d COMMON
I. SIMPSON H3 w 10
1 /
ANGLE
BRACE
SYP 2 LED GER ATTACH
DBL. SYP # 2 LEDGER
NAILS FROM RAFTER TO_LEDGER
THESE STRAPS
TO EACH S TUD PER
`ATTACH TO EACH STUD
AND LEDGER TO ROOF MEMBER.
MAY BE OMITTED
-RACE. ONLY
2X4 T B
WALL SHEATHING UP
SCHEDULE BELOW
SCHEDULE BELOW.
PER SCH
2x4 SPF#2
#
WHEN OVERFRAME
REQUIRED FOR BRACE
'
GABLE END TRUSS.
_
A SINGLE LEDGER
- R
B DO UBLE LEDGE
BLOCKING
ALT. TO BOTH H3 ABOVE
RAFTER LENGTH
_ »
LESS THAN 4-0
LENGTHS > 8'-0".
FA STEN w 10d COMMONS
/
T Y
PRODI S12 OR -CS16 DIRER L
DE MT -
»
0 6 ON -CENTER
...2X4 # 2 SYP BLOCK 0 EACH
VERTICAL
VERTICAL
R00 F MEMBER.:
BETWE N OVERFRAMING RAFTER
E
GABLE BRACE. FASTEN EACH
REACTION LEDGER SIZE & NAILING
EA
RAC TION LEDGER SIZE &NAIL LNG
�
AND ROOF. MEMBER.
- TOENAILS
END W 3 10tl OE
/
_ - "
0 775 2 x6 w 5 0.131x3
/
" »
- - SCREWS
1850 .2345 2x8 w 6 / tex6 SDS
/ a
- -
2x8 w 8 0.131x3
776 1250 /
- - CREWS
w 8 �x6 SDS S
.2346 3125 2x12 / /a
BLOCK TODBLTOP
1251-1540 2x1D w/ 10-0.1313
PLT W 2-H2.5T
1540-1850 2x12 w 12-0.131x3
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT
TO TIE IN OF
OVERFRAME RAFTERS TO TRUSS FRAMING. -
��
'0.131x3 TOE NAILS ®8 O.C.
_EDGER A NOTES: WHERE
A LEDGER IS INDICATEDAL
FROM BOT CHORD'OF TRUSS
BRACING NOTES AND SPECIFlCATIONS
TRUSS BRACING
1.)ALL BRACING LUMBER SHOWN, EXEPT
FOR T -BRACE SHALL BE 1x4 SYP 3
#
OR BETTER OR 2x4 R, SPF#2 OR`BETT
# E
(LION)
)
2. BRACING UMBER SHALL INTERSECT
L
IL
THE WEB OF THE TRUSS, PER
°I
DELEGATED TRUSS ENGINEER.
I I 3.)PERMANENT PERMANENT BRACING
° WHERE NOTED ON TRUSS MFR. SHOP
II
DRAWINGS. THE CONTRACTOR SHALL
I°I
PROVIDE 1x4 SYP 3 OR BETTER
II
T -B
RACE F STENED TO
BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS BOTTOM
WEB w/ '1 d '0 6"O.C.
II CHORDS AND, ATTACHED TO EACH
T -BRACE TO BE THE
JI°I TAUS WITH 2=8d COMMON NAILS: AT
SAME SIZ ,SPECIES,
II
AND GRA E AS WEB GABLE END WALLS PROVIDE DIAGONALS
T E E BRACED.
4°I AT END WALLS PROVIDE DIAGONALS
I
'457. I
(APPROXIMATELY ) TO THE
ADJACENT EXTERIOR PERPENDICULAR
I°I
I -I
WALL BETWEEN EACH LINE OF 'BRACING
TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
MATERIAL. THIS REQUIRMENT IS NOT
NECESSARY AT HIP ROOFS. ALSO
ALONG EXTERIOR WALLS PARALLEL TO
BOTTOM CHORD BRACING PROVIDE
i
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
THREADED
(1)DIAGONAL
BRACE PER
D
O
E
O
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ROOF DECK PER GENERAL NOTES.
ABOVE. ATTACH 0
2x4x6' SYP#2 LATERAL BRACE EA.LINE
- d_
8 10
I
Al2'® 48-O.C.:OR DBL TOP PLT'
Al2
LST
4 TRUSSES APPLIED
FRAMING
EMBEDMENT
DEPTH
FULL HEIGHT
_ _
BRACE w 2 16d INTO BOTTOM
/ COMMONS
CHORD OF EA. TRUSS.
TO
BACKSIDE > OF WEB:
2x2x'/a°
�E
FTERS 10
NNECTION s DECK LEDG���T��ERF=�, RA„
GABLE END BRACING
SDWC15600' 0 36" O.C. OMIT 1F
» ENT TRUSS BRACING
SHEATHING OVERLAPS GABLE 12 MIN � � PERMANENT it
3/+ 0
3x3x'/ti"
TO',* BRACING APPLIED TO =
WHEN 8 v�IEN
��ERBY TRUSS THIS DETAIL TOFRAMED' VALLE YS ETC.
OTEO S0.1S01 USELA
�ENIN�EERN
»
_S0.1SCALE. 34. 1 0OTED50.1_ / MIN 2 PLY STUD MIN 2 PLY STUD
„
4 6 MAX.ONNECTION
NOTES: 1. SPACE GABLE END BRACING 0
EMBEDMENT
FRONT SIDE OF WEBS.a ,
WN FOR C R ITY
2. ALL MATERIAL TO BE SYP 2
#
's,
CONTINUOUS LATERAL BRACING SEE
-
D)
ITS ACCEPTABLE ITS ACCEPTABLE
GIRDER TRUSS
TRUSS SHOP DRAWING FOR QTY. AND
w
�; FULL HEIGHT
� • 1 I `.
-= •
L IXI
WASHER . _ ___ PAN
-
.__ ANCHORING. SPECIFICATIONS
O11
F
TO SISTER A TO SISTER A
T 36" LONG STUD
MIN 2 PLY 36' LONG STUD �
4 TRAPS- STUD FASTEN w 12- .;: FASTEN w 12-
(1)MSTA2 S E I /
T 24 STRAPS
LOCATION. IF MORE THAN 1 LATERAL
_ O
BRACE IS NEEDED, OVERLAP BRACE
AS SHOWN.
BRACING NOTES AND SPECIFlCATIONS
TRUSS BRACING
1.)ALL BRACING LUMBER SHOWN, EXEPT
FOR T -BRACE SHALL BE 1x4 SYP 3
#
OR BETTER OR 2x4 R, SPF#2 OR`BETT
# E
(LION)
)
2. BRACING UMBER SHALL INTERSECT
L
IL
THE WEB OF THE TRUSS, PER
°I
DELEGATED TRUSS ENGINEER.
I I 3.)PERMANENT PERMANENT BRACING
° WHERE NOTED ON TRUSS MFR. SHOP
II
DRAWINGS. THE CONTRACTOR SHALL
I°I
PROVIDE 1x4 SYP 3 OR BETTER
II
T -B
RACE F STENED TO
BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS BOTTOM
WEB w/ '1 d '0 6"O.C.
II CHORDS AND, ATTACHED TO EACH
T -BRACE TO BE THE
JI°I TAUS WITH 2=8d COMMON NAILS: AT
SAME SIZ ,SPECIES,
II
AND GRA E AS WEB GABLE END WALLS PROVIDE DIAGONALS
T E E BRACED.
4°I AT END WALLS PROVIDE DIAGONALS
I
'457. I
(APPROXIMATELY ) TO THE
ADJACENT EXTERIOR PERPENDICULAR
I°I
I -I
WALL BETWEEN EACH LINE OF 'BRACING
TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
MATERIAL. THIS REQUIRMENT IS NOT
NECESSARY AT HIP ROOFS. ALSO
ALONG EXTERIOR WALLS PARALLEL TO
BOTTOM CHORD BRACING PROVIDE
i
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
THREADED
TO DBL. TOP PLATE
DIAGONALS IN THE END SPACE
BETWEEN THE WALL AND THE FIRST
D
O
E
O
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ROOF DECK PER GENERAL NOTES.
ABOVE. ATTACH 0
2x4x6' SYP#2 LATERAL BRACE EA.LINE
- d_
8 10
I
Al2'® 48-O.C.:OR DBL TOP PLT'
Al2
LST
OF BOTTOM CHORD BRACING. AT A
FRAMING
EMBEDMENT
DEPTH
FULL HEIGHT
_ _
BRACE w 2 16d INTO BOTTOM
/ COMMONS
CHORD OF EA. TRUSS.
I-
TO GABLE TRUSS BOTTOM CHORD W
MAXIMUM `SPACING OF 20 FEET.
2x2x'/a°
�E
FTERS 10
NNECTION s DECK LEDG���T��ERF=�, RA„
GABLE END BRACING
SDWC15600' 0 36" O.C. OMIT 1F
» ENT TRUSS BRACING
SHEATHING OVERLAPS GABLE 12 MIN � � PERMANENT it
3/+ 0
3x3x'/ti"
PER PLAN.
WHEN 8 v�IEN
��ERBY TRUSS THIS DETAIL TOFRAMED' VALLE YS ETC.
OTEO S0.1S01 USELA
�ENIN�EERN
»
_S0.1SCALE. 34. 1 0OTED50.1_ / MIN 2 PLY STUD MIN 2 PLY STUD
„
4 6 MAX.ONNECTION
NOTES: 1. SPACE GABLE END BRACING 0
EMBEDMENT
MONO STEM
WN FOR C R ITY
2. ALL MATERIAL TO BE SYP 2
#
IN LIEU OF 2 STU))S IN LIEU OF 2 STUDS
-
D)
ITS ACCEPTABLE ITS ACCEPTABLE
GIRDER TRUSS
�; FULL HEIGHT
� • 1 I `.
-= •
L IXI
WASHER . _ ___ PAN
-
.__ ANCHORING. SPECIFICATIONS
O11
F
TO SISTER A TO SISTER A
T 36" LONG STUD
MIN 2 PLY 36' LONG STUD �
4 TRAPS- STUD FASTEN w 12- .;: FASTEN w 12-
(1)MSTA2 S E I /
T 24 STRAPS
OR BEAM GIRDER TRUSS
OR BEAM
O
r
- j
FULL HT.
SOLE _; DOUBLE
__ FULL HT. TOP PLATE. ANCHOR
UPLIFT ATE
PL
CONNECTOR
i ANCHOR
I
DOUBLE TOP
PLATE SEE PLAN -4
- WALL STUD
OR POST.. i
FULL HEIGHT
l
- r
THREADED ROD __�__--------
SEE PLAN J = I } ELEVATION r
O! A
O
STEEL COUPLER
OPTIONAL LOCATE - FULL H R
( �`-� ANCHOR -
AT SILL PLATE AT TOP'PLATE
FULL HEIGHT ANCHOR INSTALLATION
AS NEEDED)
THREADED
A
�
C
O
D
O
E
O
F
O
FLOOR
WOOD PLATE
HOLE
CONCRETE
HOLE
FRAMING
EMBEDMENT
DEPTH
FULL HEIGHT
3/8
'/z"0
THREADED ROD------
2x2x'/a°
4" 4„
FOUNDATION
5I$
SEE PLAN
3/+ 0
3x3x'/ti"
PER PLAN.
2Y2" 3"
EMBEDMENT
MONO STEM
MONO STEM
DEPTH O
AT SILL PLATE AT TOP'PLATE
FULL HEIGHT ANCHOR INSTALLATION
CHART
THREADED
A
�
C
O
D
O
E
O
F
O
ROD 0
WOOD PLATE
HOLE
CONCRETE
HOLE
WASHER
SPEC.
EMBEDMENT
DEPTH
EDGE
DISTANCE
3/8
'/z"0
'/2 b
2x2x'/a°
4" 4„
5I$
3/4"0
3/+ 0
3x3x'/ti"
7.5" 12° '
2Y2" 3"
MONO STEM
MONO STEM
FULL HEIGHT ANCHOR
ECTI N
THREADED ROD INSTALLATION CHART
WALLS 0
FO OVER TOP PLA E (2)MSTA 0.131x3 GUN I 0.131x3 GUN NAILS
FASTEN w/18 -10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS f l - (2)MTS12
FASTEN w/18 -10d HDU5. FASTEN Io (2)VITS12
26-10d COMONS t
SIMPSON DTT2Z
I`
.I
w/8- Ya "x1 Yz'
' SDS SCREWS
0
SIMPSON FULL HEIGHT
» a 2 H2.5T` 2 H2.5T
FULL HEIGHT MINIMUM 2 PLY ;, I LTT206 THREADED OD O ( )
M
ROD STUD THREADED ROD I` WITHIN 6" OF
Y2 MINIMUM -
MINIMUM f
GIRDER SEE PLAN) 2 PLY ' ' 'EPDXIED 4 MIN OR r ° ( ) 2 PLY AT 2ND STORY
THREADED . ° „ I'
TURN TITEN' HD AT 2ND STORY x6 TITEN HD STUD STUDS PROVIDE
STUD ° ° Y2 ,v I
EPO »
ROD XIED ,
COUPLER TIGHT STUDS PROVIDE - f Yz THREADED ROD 2 CS18 STRAPS
AGAINST PLATE 1 CS18 STRAPS 7.5" MIN L,I
EE R EPDXIED 4" MIN O AT BASE OF STUDS
II
AT BASE OF STUDS a,I " FLOOR TO FLOOR
COUPLER
Yzx6 TITEN HD ( )
SIMPSON TITEN HD ROD " (FLOOR TO FLOOR) MINIMUM
" RODS - THD37634RC x63/4') L
( 2 PLY HOLD DOWN SEE PLA
STUD-
PSON DTT2Z 3i� ROD = DTT2Z
SIM ROD = HTT5
W/8- Y4u xlX HTT5
SDS SCREWS BUILT-UP POST, BUILT-UP .POST,.
SEE PLAI 1. SEE PLAN.
HTT5 or H0U5 LTT 0 ,
DTT2Z �8 OPTION 2
ALTERNATE FOR ALTERNATE FOR OPTION 1
`
FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ULL HEIGHT TR CONVENTIONAL
I NEI HT D ALTERNATE
/8 FUL G RO
DETAIL HOLD DOWN ATTACHMENT GIRDER / BEAM STRAPPING
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT
14 - FULL HEIGHT THREADED ROD 15 wl•IEN 1 ,
12 1..1 o7Eo
S0.1 S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
so.r sal ALTERNATE S1
OVERLAP SIDEWALL OVERLAP SIDEWALLT
TOP PLATE OP PLATE
E
OVERLAP SIDEWALL ALWAYS PLACE
TOP PLATE ALWAYS PLACE HEADER AT
HEADER AT TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
/s% "0 THREADED ROD
GARAGE
. 2 20 a STRAPS
w 3x3x PLATE ... .
HEADER .. : / /a
HEADER TO JACK
E (2)20ga STRAPS . . . . . HTT5 w/
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . HTT5 W
HEADER TO JACK / �
HEADER AT „ THREADED ROD
PACK WITH 2 ROWS OF 16d `. _ 1 /z
„ �" THREADED ROD ...: ..
TOP OF ROUGH ING SHANK NAILS 12 O.C. . . . . . . . . . „ MAX EPDXIED 12"
OPENING
R EPDXIED 12 0
2 20 a STRAPS o
EXTEND .HEADER TO
AER TO JACK RU ... . 2
HED E DOOR TH 2 2
ATTACH GARAGE
.TEXTEND HEADER TO
2x4 BLOCKING
EAR SI F 4-0.131x TOE NAILS DE 0 WALL A (2 EA. SIDE
UPRIGHT BUCK DIRECTLY INTO
:.; 2 2 2
FAR SIDE OF WALL - 6x6 POST
G STUDSA5 SH
2 2x6 KINOWN. - 2,4 oUTLOOKER
F////jH( )...,. 3 � EA.HTT5 W NOTE..DOOR / TUD PACK PER GARAGES o2 2x6 o
H
2 2x6 SPF 2 AS SHOWN. oUTLO KER A 24 . .
O O # o O.C.
••• •• 6 6 6 PLACE GABLE END TRUSS
THREADED ROD �-
2 2x6 JACKSTUDS . � SUPPLIER „ „
( )JACKS
„ — — TO THE INT. FACE OF
:. .. � 6 6 --- .. 4 -0 x4 0 PIECE OF WA L
D 1 6 6 6 L
EPDXIED 2
AND 1 BALLOON FRAMED WALL
o _ -
O
.. , . .:. .. SHEATIN INSTALL RO F
G I S ALL AT UPPER t 0
0
4 0x4 0 PIECE OF WALL 1
STUD
SPACING "SEE
„AND FASTEN TRUSS TOP
KI
N G.
0
.. .. HEATING INSTALL. AT UPPER - - - � • SHEATHING
S HTT5 w (2)2x6 CORNER 1 BELOW GARAGE HEADER
HTT5 w
/
/ FRAMING PLAN Q$ A AND BOTTOM. CHORDS. TO
„ ,, DETAIL A
- ORNER 1 BELOW GARAGE HEADER JACKS
C ON EXTERIOR STUD TRIM H
„ 5 ED AS SC EDULE. BALLOON. FRAMED WALL
THREADED ROD OD
STUD CORNER 5- ..
2x S 12d TOE
2 THREADED ROD
O DETAIL A _
o
„ I `ON EXTERIOR STUD {TRIMED AS �> AND (1) - - - . - - -_ SHOWN) STUDS w/ 2 0.131x3
EPDXIED 12 2x4 BLOCKING NAILS EACH
NAILS AT EA. STUD.
EPDXIED 12 ...: ::. KIN NG AT
s 1 L LJ SHOWN
.... .. ) G• ... .. 48" O.C. BETWEEN TRUSS
P.T. SOLE PLATE FASTEN SHEATING TO HEADER. w 8d COMMON Q& GALV. BOX NAILS GABLE AND FIRST
„ „ INTERIOR TRUSS. FASTS HATING TO HEADER w Sd COMMON' GALV. BOX NAILS IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN FRAMING
GARAGE HTT5 `w S E / Q@. ALL F
SOLE PLATE HTT5 w
/
„ FASTEN GABLE END
5 IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING STUDS' BLOCKING &SILLS TYP.
FLOOR ED 'ROD (STUDS, ) TRUSS w FULL HT.
` ANCHOR � THREAD THREADED ROD
" E
„ (STUDS, &SILLS) TYP. , . ANCHOR AND HA4
EPDXIED 12 1
EPDXIED 12
PAT _� � n' A`
SOLE PLATE
:.. EA. END
_.�
SECTION WALLS _
GARAGE WING. DOUBLE BLOCKING AT PANEL JOIN N T
ANCHOR
- T .AILED TOGETHER w `3-16d SINKERS
a N w 3 16d SINKERS
, DOUBLE BLOCKING AT PANEL JOINT, NAILED- TOGETHER / ..: /
. THICKENED SLAB EDGE
AT GARAGE OPENING.
6x6 POST WITH ABU66
I
"
� / THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN _5
w
I
_ „- / /8 THREADED ROD
STUDS) DRILLED AND EPDXIED w 12 EMBEDMENT & 3x3x WASHER.
t NOTES... ) / /a I I
EPDXIED 12 MIN.
R A
LAC GARAGE HEADS T TOP OF ROUGH OPENING.
1. ALWAYS PLACE
I I
I
CONVENTIONAL SWGARAGE WING WALL ELEVATION ANCHOR PER SCHEDULE.
I
I
NO FULL HEIGHT ANCHOR
REQUIRED.
..WHEN: 1GARAGE HEADER FRAMING ..W.GARAGE WING WALL FRAMING LESS THAN
12I
BALLOON FRAMED LIABLE END2 GARAGE PORTA_ WING WALL 3
WHEN
oTEo
S0.2
' OTEO S0.2 THISDETAIL ONLY APPLIES WHEN NOTED ON PLAN S0:2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.
PLICE 2x6 .x 4'-6" P.T. SYP NO.2
EXPOSED RAFTER TAIL TO EACH ROOF
PORCH BEAM SUPPORTPOSTUSS @ 24" O.C. ;
JACK STUD IF 4x4 IS SPECIFIED ON PLAN
JACK STUD 2x4 P.T. SYP, No.2 ,
AT DOOR
USE (2)2x4 SPF#2 SUPPORT.
AT DOOR BLOCKING CLOSURE FASTEN '
MIN: (2)2x4 PT SYP #2
w 3-12d TOE NAILS: RIP
IF 6x6 15 SPECIFIED ON PLAN
3 /
' � DOWN TO REQUIRED DEPTH
24 MAX.
USE 3 2x4 SPF#2 SUPPORT.'' PRE-ENGINEERED
" ( ) #
12 MIN. �
RATED ALL SHEATHING w WOOD ROOF TRUSSES.
R W / �
„ " 12d COMMON
Y x3 8d CSA 6 O.C. EDGE &FIELD.
ATTACH. PORCH BEAM TO -
PLAN VIEW PLAN VIEW SIMPSON LTT206
WIRE NAILS �
TAPCON SUPPORT POST w/ (2)HTS20.`
® 4" O.C. \
RECESSED .' IN SLAB
SCREW " �
w THREADED STAGGERED c
/Y2 H ATTACH SUPPORT POST TO
" SOLE PLATE -
ROD EPDXIED 4 FOUNDATION NTH ANCHOR 5 ,. " EMBED EPDXY ROD. U.O.N. UPLIFT
w/ /a 0x6.
-/
SYP#2 PT SOLE PLATE
CONIC. #
CONC. BOX COLUMN CONNECTOR
SLAB SLAB ,
5 , , , • MAY BE USED IN LIEU OF 4x4 OR 6x6.
WATER PROOFING AT
. p. DOUBLE
LOWER PORTION OF TOP PLATE
ELEVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER
IF PT MATERIAL IS NOT USED.
OPT10N A OPTION B_
VA4FN 5 FRONT ENTRY )AMB FASTENING BOX COLUMN DETAIL RAFTER TAIL DETI
AL
tTEO SQ. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO: S0:
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misc.
F MING
D TAILS
i
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Lou
�ontigo and
Asso;eiates,
.Irir.
i
420sceota
Avenue
T
Jax: Beach,
Florida 32250
h. 242-01b08
Fax. 241-9557
FL: CA #
5344 SC: CA# 3579
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PE#71461
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DATE
ALTERATION
SHALL CONTACT LOU
REV15IONS
i
FIELD I
CONTRACTOR
PONTIGO f
ASSOCIATES PRIOR TO
MAKING ANY
STRUCTURAL FIELD
MODIFICATIONS
WHICH MAY VARY
FROM THE INTENT
OF THE ORIGINAL
CONSTRUCTION
DOCUMENTS. ANY
FIELD ALTERNATIONS
PRIOR T�ATIONS MADE P I ' O
BEING APPROVED
BY LOU PONTIGO E
ASSOCIATES
MAY RESULT IN
ADDITIONAL
ENGINEERING OR
INSPECTION
FEES.
i
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misc.
F MING
D TAILS
i
FOOTINGSCHEDULE AND NOTES
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
F2.0 2'-'0" 2'-0" 1'-0" 3-#5 EA. WAY BOT.
F2.5 2'-6•, 2,-6„ 1'-0" 3-#5 EA. WAY BOT.
F3.0 3'-0" 3'-0 1'-0" 3-#5 EA. WAY BOT.
F3.5 3,-6" 3•-6" 11-0" 4-#5 EA. WAY BOT.
F4.0 4'- 0 4-0 4-#5 EA. WAY BOT.
F4.5 #4 -6+1'-0"
1 -0 4- 5 EA. WAY BOT.
4 -6
V STRUCTURAL INF
1. THIS FOUNDATION PLAN ONLY CONVEYS S UC . RELATED TO THE 0
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
BE IN ACCORDANCE w `
FIGS. & FND. SHALL. / LOCAL BUILDINGCODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR 1N ACCORDANCE WITH ASTM D 1557.
SYMBOLS LEGEND
-- -
DESIGNATES FOOTING LINE
-
DESIGNATES SAWCUT LINE
;.f _ ,
INTERIOR LOADBEARING WALL
l
DESIGNATES SLAB RECESS
ALAN
I
DO NOT SC
LE DIMENSIONS FROM
THESE DRA
INGS. IF A DIMENSION IS
2
UNCLEAR
REFER TO THE
1
ARCHITECTURAL
DRAWINGS OR
i
3 10A
3
S1.01
THE E.O.R.
S101
,IAN
NAME
S1.01 S1.01
S1.01
ANASTASIA
- COASTAL
FOUNDATION
PLAN
DESIGN/
O RAWN/CHECKED
SCALE: 1/4" 1'-0"
CS
BMB LAP
DATE
I
01.10.18
I
I
SCALE
IAS
11111:11:1171:11:1177 71
71
177 L77:111 71 ",,:,1
TPA No.
TO
a:.
C
NTROL No.
-,r
G.
f
1
3
I
SHEET
I
1
SHE
1
j
TOF
4 7
I
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S1.01
I
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S1:01
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S1.01cn
o
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SAWCUT
_
1
JNQ4
4 8
101-400
7P -Ott
-I
-
i I
51.01
I` I
v
3 I
a
51.01
--- -
_
--- -- I
- - --
ry
SAWCUT
C/)
L-
- - - - - - - - - - - -
- -
- - - - - - - -
- - -
o
I
I 3' 4»
L
6
_^
I I
I 1
MONO FOOTING TO
S1.01
�r_4»
STAIRS BY
(
>
I �
STEMWALL w/ 2-#5x30
�
PROVIDE 2 -#4x4' -O"
,_ r,
2
I I BUILDER
I
I
3
I DOWELS EPDXIED 6" MIN.
CORNER CRACK BARS
I
S1.01
-----------
AT SLAB MID -DEPTH.
I`
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8
1
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S1.01
I 19
S1.01
SLD
G GLA S S DOOR.
k f..
---T-
----�
51:01
C I-
FRAMES
UST BE RECESSED
`
..^.
- ---
'
I I
SEE ARCHITECTURAL
PLANS��
-
- -
- - W
I' o
FOR LO,ATON
OF SLIDING
-
---------'--=-
--r
I
GLASS
DOORS.
MONO
FOOTING TO
PAVERS
I
4 CONCRETE SLAB w /
S1.
1
-
STEMWALL w/ 2 #5x30
I
BY OTHERS
I
_
FIBERMESH @ 1.5 LBS CU.YD.
/
PROVIDE
SAW CUTS PER
DOWELS
EPDXIED 6 , MIN:
-r »
2
I °
OF CONCRETE OR 6x6 W1.4xW1.4
5/S1.
1, BUILDER TO
-8
L
I
WWF ON EMIL VAPOR BARRIER
COORDINATE
WITH FINISH
I PAVERS o
IN PREPARED GRADE.
FLOOR
MATERIAL.
-
�BY OTHERS
I,
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1 6
I.
S1.01
I
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6
8
I
S1.01
S1 Al I.
N I I
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MONO FOOTING TO
I I
MONO FOOTING TO
I
STEMWALL w/ 2 #5x30
I 1
STEMWALL 'w/ 2-#5x30
DOWELSEPDXIED 6 MIN.
I
DOWELS EPDXIED
6 MIN.
F- ---I
I
_wl
W,
_g
1
9
S1.01
51.01
S1.01
13;-8"
, »
62'-0
»
2 -8
14'-8"
65'-4"
80'- 0"
FOOTINGSCHEDULE AND NOTES
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
F2.0 2'-'0" 2'-0" 1'-0" 3-#5 EA. WAY BOT.
F2.5 2'-6•, 2,-6„ 1'-0" 3-#5 EA. WAY BOT.
F3.0 3'-0" 3'-0 1'-0" 3-#5 EA. WAY BOT.
F3.5 3,-6" 3•-6" 11-0" 4-#5 EA. WAY BOT.
F4.0 4'- 0 4-0 4-#5 EA. WAY BOT.
F4.5 #4 -6+1'-0"
1 -0 4- 5 EA. WAY BOT.
4 -6
V STRUCTURAL INF
1. THIS FOUNDATION PLAN ONLY CONVEYS S UC . RELATED TO THE 0
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
BE IN ACCORDANCE w `
FIGS. & FND. SHALL. / LOCAL BUILDINGCODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR 1N ACCORDANCE WITH ASTM D 1557.
SYMBOLS LEGEND
-- -
DESIGNATES FOOTING LINE
-
DESIGNATES SAWCUT LINE
;.f _ ,
INTERIOR LOADBEARING WALL
l
DESIGNATES SLAB RECESS
ALAN
ASSICIateS, Inc.
I
420 �sceola Avenue
Iax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA #8344 SC: CA#3579
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YAAb
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Christopher ) Sabourin PE
FL;; PE#71461
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REVISIONS DATE
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1013FIELDI ALTERATION
S1.01 CON TRACTOR SHALL CONTACT LOU
PONTIGO 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 &
ASSOCI TES MAY RESULT IN
ADDITIDAL ENGINEERING OR
�IN$PECT-ION FEES.
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M111, DATION
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ALAN
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DO NOT SC
LE DIMENSIONS FROM
THESE DRA
INGS. IF A DIMENSION IS
UNCLEAR
REFER TO THE
ARCHITECTURAL
DRAWINGS OR
CONTACT
THE E.O.R.
,IAN
NAME
ANASTASIA
- COASTAL
FOUNDATION
PLAN
DESIGN/
O RAWN/CHECKED
SCALE: 1/4" 1'-0"
CS
BMB LAP
DATE
I
01.10.18
I
I
SCALE
IAS
NOTED
TPA No.
TO
L-18-00005 -
C
NTROL No.
-,r
G.
f
3570
I
SHEET
sto
SHE
1
j
TOF
4 7
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUSUOUS PROVIDE
CONSTRUCTION SPECS.
>
CORNER. BARS
TYPICAL
AT WALLS GREATER THEN
SOLE PLATE ANCHOR
12 HOOK INTO ..SLAB.
1—#5 CONT. PROVIDE»
8 CMU OPEN BOTTOM LINTEL :.
SEE 3 S0.0
40 HIGH,NOTIFYE.O.R.
7
.ONO SLAB FOOTING. AT
PORCHES
CORNER BARS TYP.
SEE B S1.01
M '» � � BLOCK w/ _1 5 CONTINUOUS
1 -__ #
FOR TEMPORARY BRACING � -
WHEN SPECIFIED ON -PLAN. 2
LAYOUT PLANAloo
AND SEE ARCH PLAN
PERMANENT LATERAL- d
SLAB ON GRADE,
u1
SLA ON
SUPPORT DETAIL. SEE GRADE,
SEE PLAN
.PLAN. — — — — — — — — — — ---_ —®� :_.
d
,
_=
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f
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t
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/
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CMU
REINFORCING
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1 TO 6
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7 TO 10
#4 VERT. @ 24'O.C.
11 TO 121
#4 VERT. @ ` 8"O.C.
STEMWALLS OVER 6 COURSES TO
HAVE TRUSS
TYPE HORIZ JOINT
REINF. BETWEEN EVERY OTHER
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a , . #
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M
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1 IFREQUIRED)
_ S1.0S1.01 IF REQUIRED
S1 01 SCALE 3 4 1 0 { { )
/
LouQ 3ti�ono and
As;saaciates, Inca
420 Osceola Avenue
)ax. Beach, Florida 32250
Ph 242-0008 Fax. 241-9557
FL: CA # X344 SC: CA# 3579
I
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REVISIONS DATE
_
TYPICAL WALL FRAMING AND ANCHORAGE
CONI"1
PER CONSTRUCTION SPECS.
PON]
MAK
- MODI
. FROM
CONTINUOUS PROVIDE
(1)#5 ) CONS
n FIELD P
CORNER BARS (TYPICAL). ;�--- BEING
STEP, SEE
12 HOOK INTO ,SLAB. _.__ :_.. AD
ARCH. w
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MA EQUAL TO SLAB
THICKNESS.
@
SLAB ON GRADE, 7B SLAB RECESS
SEE PLAN. -
_ .
WALL FRAMING BRICK VENEER EER IS
ACCEPTABLE WITHOUT
- Y INCREASE OF FOOTING
,
SIZE.
1 DEEP SAWCUT w/
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8 CMU STEM WALL W/ SEE PLAN STEP, SEE
SLAB ON
= _ ELASTOMERIC SEALANT V
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A GRADE—
ARCH. PLAN I SLAB ON -
90 BEND INTO FTG.
Q
SEE PLAN SLAB ON -' - GRADE,
�"_
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W`..,
CO
Ll
SEE PLAN. NOTES. -��1 PROVIDE WCUTO CREATE d I
r
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r \
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p � APPROXIMATE 1 X 12 MAX. SQ.
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12 HOURS OF CONIC. PLACEMENT. 3
), OPTIONAL
- 8x16
3 CLEAR » —STORY, ST RY w
0 2 5 CONT.
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8 x16,
1
STORY w 2 5 CONT..
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2—STORY w/(2)#5 CONT.
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v 8 x2o 2—STORY, w/(2)#5 CONT. ia
w/ 2—#5 CONT.
SAW C BEARING AT INTERIOR 5 T DETAIL R R MONO. FOOTING AT STEP- OWN
4 STEMWALL AT .GARAGE 7
S1.01 SCALE. 3/4" — 1 —0 51.01
/ 51.01 51.01
ti
i
IATION
CONTACT LOU
TES PRIOR TO
:TUBAL FIELD
:H MAY VARY
THE ORIGINAL
:UMENTS: ANY
MADE PRIOR TO
LOU PONTIGO &
' RESULT IN
;IEERING OR
FEES.
TYPICAL WALL FRAMING
I
AND ANCHORAGE PER 3
MATCH DOOR / .RECESS
4
CONSTRUCTION SPECS
PAVER BY
WITH, SEE ARCH.
—'—
if
BOND BEAM w/1—#5
OTHERS
SLAB ON
i
�. GRADE,-
SEE PLAN. _
xj\ PAVING BY
SLAB ON .� ,.1- »
4d, d 8 MASONRY
BUILDER
-.r —$— iQ GRADE, _\\
z o a _
STEM WALL w 12"x12' 1 #5 CONT.
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,�� E. J. DETAIL 10B
o 1— 4 @ 48 O.C.
GRADE OR CONC, N �
x 00 # MATERIAL
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d d
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N /� / '
7 - f GRADE,
PLAN.
4 ® / ALT. FOOTING AT� 44
� o A" ,;-, BUILDERS DISCRETION.
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ROD CHAIRS (TYP.) •. .: w/ 1—#5 CONT. 8'x8 DETAIL 10A
�� � :*'
,, ✓� 1
12
W/(2)#5 ,CONT. 12 THICK x 20" WIDE w/ (2)#5 CONT.
MONOLITHIC EDGE FOOTING
_ 8 9 PORCH STEM WALL THICKENED SLAB
51.01 S1.01 S .01
1
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN >:
LIN
===------ E DESIGNATES SIDE OF WALL THE
SW: 3 6
SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMONS @
3„ O.C. EDGE & 6" O.C. "IN THE
FIELD„
DESIGNATES OF P THE HEADER SIZE, NUMBER
lz[m
'(2)2x8-1/2 LYS &JACK/KING STUDS NEEDED
FOR SUPPORT HEADER. L
Lou ont`i
13a and
--BEAM OR TRUSS, SEE PLANAssociates,
Inc.
t
ANCHOR 'LEGEND 420 Osceola Avenue
)ax. Beach, Florida 32250
Ph. 242.0908 Fax. 241-9557
a � A307 DIAMETER. FULL HEIGHT I
X THREADED ROD, SEE DETAIL 12 SO.1 FL: CA # $344 SC: CA#
w, / 3579
I
I
4
5 „ I
� A307 DIAMETER FULL HEIGHT
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„
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ROD TERMINATES AT FIRST FLOOR
TOP P
LATE, SEE DETAIL 12 S0.1
A307 DIAMETER THREADED
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/a
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.... p
TOP PLATE, SEE DETAIL 12/S0.1
2 2x6
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FASTEN TOP
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VERY IMPORTANT NOTE.
L
I
Chrrsto
hpr
M Sabourin PE
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J
OSB WALL I WALL' PER 6x6 .OST WITH AB 66
E 5 S0.1 �J
SHEATH CONT. THRU
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SI P
M SON LTT20 S I
B EDETALIS
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I
SHEATHING. w THREADED ROD
PERPENDICULAR WALL
l I / /B
.. i
1 _
EPDXIED 2 . SEE 3` S0.2'
WALL STUD SCHEDULE
REVI91ON5
DATE
N
FASTE TOP \ � ,
cD
PLATE
STUD SIZE
r- � ` LOCATION
HEIGHT
&SPACING
0
F WALL PER
L
co
M
,
-
x � ry
9 1
W+ 2x4 SPF#2 @ 16 O.C.
DETAIL 5 S0.1. � co I #
N
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N
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SB WALLQ INTERIOR o 2x4 SPF#2 016„ O.C. MAX
w I
S EATHING=
> Q
12-0 2x6 SPF#2 @ 16 O.C. or
FIELD ALTERATION
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2z4 SPF#2 @ 12 O.C.
m
.,__ ._.__.:... 'CONTRACT R SHALL CONTACT LOU
_._d.. Si11Q Na7ES i
Q PONTIGO. ASSOCIATES PRIOR TO
1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE: MAKING ANY STRUCTURAL FIELD.
MODIFICATIONS WHICH MAY VARY
OR H. O T F ORIGINAL
THE W 2. ARE 5H0
MINIMUM STUD SIZE AND SPACING WN.
FROM INTENT
I -
VERY IMPORTANT N -OTE.
CONTRACTOR MAY INCREASE STUD SIZE T0 MEET
CONSTRUCTION DN DOCUMENTS. ANY
o I ARCHITECTURAL REQUIREMENTS.
FIELD ALTERNATIONS MADE PRIOR TO
6x6 POST WITH ABU66
I� , BEING APPROVED BY LOU PONTIGO & I
M
(n
I ASS TES MAY _w___ 5
P DE
A RESULT N
Q 3. SPF NOTES SPRUCE PINE FIR... SYP DENOTES SOUTHERN
w THREADED 'ROD
/. ADDITIO " AL ENGINEERING :OR
/ 8
,. YELLOW PINE.
L
n
h IN P CTI N
as
I
E O FEES,
2x4 SPF 2 STUDS @ 12 O.C. _ o - _ EPDXIED 12". SEE 3 S0.2
N � /
4. USE SYP 2 FOR ALL TOP PLATES N OLE PLATES
X 1-
# ADS
0
a
__ 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
N
(Ji _m.
i � � TO CONCRETE SLAB w i6d MASONRY CUT NAILS @ 16 O.C.
"' 9 MINIMUM: SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT
- -�
I SHEARWALLS
C(2)2x10-2/11
LK
TOP -PLATE TO STUD. SDWC15600 @ 8 O.C. MBI
STRAP HEADER _ COMBINED USE PANEL NOTES I
PER 7/S0.1. ti.J
` \ 1: EXTERIOR WALL SHEATHING SHALL BE
(2)2x6 I
SPF#2 ___ I ,
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
r
co TOP PLAT SE DETAIL V J
r. E E IL 1 /50.1 FOR SHEATHING I
POST.
X
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
N I
__�.__.,.,-....._
_. N
, I:
3 2X4 .� 2. SEE SHEET 50.0.. FOR WALL SHEATHING
( )
t.n �
W
SPF 2
SEE DETAIL. SPECIFICATIONS.
1 SO.2.
POST. /
C)
3. UPPER MOST TOP PLATE U 0
>, 2 D AES SUPPORTING ROOF
SOrV 00
LE PLATE C�? '24 O: C. x4 SPF 2 STU S � 12 OG
-SEE 3 SO.1 FOR BEAM , . MEMBERS SHALL BE STRAPPED AS SHOWN 1N f
2x8 _.
DETAIL 1 SO.O
i' .. /
CONN. TYPICAL --- rr ,, ''
WALL / rilI U
L.LJ � i�'
. 2x
1
4. INSTALL S
W
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l ) OLE PLATE ANCHORS PER DETAIL
�) -7
3/s0.0
Nt
TOP P
O
LATE TO STUD. SDWC15600 C� 48 O.C. ,
X1
a
I GENERAL
1
NOTES
ri
LID N
S
x � �
FRONT ENTRY
N N
1. SEE DETAIL 2 S0.
' .-. 0 FOR WALL FRAMING DETAIL.
L
N
SEE WALL STUD SCHEDULE CHEDULE THI
S SHEET FOR STUD
JAMB FASTENING, D
J
I
,
SIZES AND P
I
S ACING T
A GIRDERS AND BEAMS
I
SEE 5 S0.2
PROVIDE STUDS BELOW' T
J
0 MATCH BEAM GIRDERLU
r�
/
__ PLIES.
\
4x4 P.T. SYP 2 POST
N
,
V J
I
w AB 44. SEE DETAIL U L
2 SEE SHEETS .0 FOR OR ROOF AND FLOOR
/ m
N
W
SHEATHING`
1SP CIFICA
0
SPECIFICATIONS.
r
I,
X[I :D
1
2
S0.1. TYPICAL
J
N
FASTEN ..TOP. OF x
1
3. WHERE FRAMING M
� ! EMBERS CONSIST OF MULTIPLE
N
` co
N
i
X
PLIES BEAMS HEADER, AND STUDS FAST
LL PER 5 S0.1 1 EN PLIES
I N N (BEAMS, )
..
N
TOGETHER PER DETAIL 6 S0:0
I
jj N
x8 f
2 2 MIN. PLANK ORIENTED C�
r
_� I
HEADER OVER SLIDING GLASS. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL- Uj
-
L_. I r7
3 S .0
1 / 0
DOOR. FASTEN TO JACKS I `
EACH END w/(l)A35
5. AT SHEARWALLS PROVIDE DIAPHRAGM
ATTACHMENT PER DETAILSQ T;00
o
5/
,1 I
X I
co MM
I
X N
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
W
.-. TERMINATE
N M BETWEEN TRUSSES SEE 5A S0.1
OSB WALL
N
N
I
2x8 ._.
4
,STRAP HEADER
.�
I
,
SHEATHING 7. AT PORCHES SEE DETAIL ..2 S0.1 FOR FRAMING'
WALL
PER -'7 S0.1.
_ I
-WEE F
I0/ AND HOLD DOWNS.
6x6 P.T. SYP 2 POST(2)PLY
2 PLY 14 LVL
_ _ _ C518 STRAPPING
1 2..2x10.. 1- 2
RAP ING DETAIL
2 2x8. 1 2 2x8..1 1 2 2x10
A 66. SE DETAIL r 1
w/ BU E U
H
2/S0.1. TYPICAL
C 1
/ (TYPICAL)
S 8 STRAP w 10
SEE 3 S01 FOR BEAM � /
END LENGTH. FASTEN
: ,
CONN. TYPICAL THIS END w
(TYPICAL) I / 9-10d.
p.
i
WALL FRAMING
ul
I %�
NO NAILS REQUIRED FIRS FLUOR
II� Q I
FLOOR II 1N CLEAR SPAN
t I
TRUSSES �I
F MfNG
OR JOIST.
DOUBLE
� Z
w LAN
WALL FRAMING I F z
TOP PLATE. �I o J
F
SHEARWALL NOTE. SW. 3/6 ,
CS18 STRAP w/ 10
(2)ROWS OF
END LENGTH. FASTEN
,
6 DESIGNATES SHEARWALL ^
» THIS END w/ 9-10d.
SW. /
16 d l� 9 O.C. DO NOT SCl4LE DIMENSIONS FROM
THESE DRA 1NGS. IF A DIMENSION IS
NAILING 8d 'Ca? 3 EDGE; AND 6 FIELD'
CRIPPLE .STUDS UNCLEAR REFER TO THE
» ARCHITEC URAL DRAWINGS OR
C�? 16 �
s Q.C. CO TACT TFIE E.O.R.
SOLE PLATE. ANCHORS --SEE SCHEDULE
N
ON DETAIL 3/50.0 NAME
(2)2x8 PLATES rANATSTIA -COASTAL
FIRST FLOORRAMING PLAN
SCALE: 1/4" = ;1'-0"
SOLE
PLATE ANCHOR SPACING SCHD
ALL EX
ERIOR WALL
42" O.C.
UNLESS
OTHER NOTED
SHEA
WALLS
24" O.C.
(SW;
3„/6,,)
SOLE
PLT @
WHEN NOTED ON PLAN
_ SEE NOTE 2
DESIGN/RAWN/CHECKED
CS BMB LAP
BEAM SEE,PLAN
DATE
01,10.18
3-1'0d TOENAILS E S SCALE
2 -ROWS 0 IMPSON
F S (2)2X8 MINIMUM PLANK AS NOTED
15600 SDWC SCREWS
,, ORIENTED HEADER OVER
LPA No.
}
@ 12 O.C. STAGGERED.; TOLL -
18-00005
GLASS DOOR FASTEN TOLIL 18..00005
TO JACKS EACH EACH END
CONTROL No.
STALL SOLE TE ANCHORS PER DETAIL 1. IN 0 E PLA CH L A35 )
1
/(
W 3570
3/!-0.0
1 HEADER SECTIONI SHEET
O SPA SHALL E AS NOTED. FOR 21
2. AN H R SPACING B
EX MPLE - SOLE PLT Q 36„ _ 36° 51.1
CENTER SPACING
ON S1.1
SHEET . 6 OF 7
SYMBOLS .
OLS LEGEND
,
TS16 DESIGNATES UPLIFT CONNECTION:FRAMI 4G PLAN NOTES:
,, ... .,
L FOR
TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0.
2. FOR
SPECIFIC UPLIFT CONNECTORS, SEE PLAN, MIN, 1 SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET, S0.0.
I
., f
4. WHEN USING 2 H2.5T CLIPS ON_1 WIDE LUMBER P .. . .•
) �2 , LACE CLIPS: r,,,.. .... ;.
D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou�3
onti o and
TRUSS
Ass cixtes
. Inc.
- �
FASTENING DETAILS 420 Osceola
A
venue
lax. Be Ich Florida 322
50
Ph. 242 01908
Fax. 24] 9557
FL: CA # 344 SC: CA# 3579
i-1 caaaaaa
t4i! Sezix�
,L'.Y
RAFTER
TAILS—q
.: O•�m.a. �@ed Wim.\\ a�oa A ¢ ,�,�.a. .� `rV
EE 7 S0.2
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5 ° N
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I
Chrlsto h r Sab" n
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ours PE
FL11PE#71461
TRUSS TI DOWN O W
N WITHI P-
S M SON .SDWC
NS
REVI.IONS —� ,- DATE
Rafter to Top 'Plate shown
Truss to Top Plate similar
,
T35
Optimal 2
2Y
z
T
10
O
O
30
>
T3
FIELDI , ALTERATION
_
CONTRACT
6R SHALL CONTACT LOU
ISTUD DIRECTLY
PON i1G0 ASSOCIATE PRIOR T
5 ROR O
BEL W TRUSS MAKING ANY STRUCTURAL FIELD
Yz.
S � ,
MODIFICATIONS WHICH MAY VARY
T3
a
-
T37 - ` � �- FROM THE ITEM F- E I INAL
;' � � O TH ORG
CON STRU: TION DOCUMENTS. ANY
�. FIELD ALTERNATIONSOMA D E PRIOR
DTO
BEING APPROVED BY LOU PONTIGO &
SDWC15600 TOP PLATE TO
j A
I 550CIATES MAY RESULT JINADDITIO AL ENGINEE NG
STUD DWC 15600 �'
RI
T37 U S
IN PEC rION HE
4
s
I
S0.1 Note: 1. Sloped -roof rafters may be sloped U to including
.,:., _ : � v, CO) P Y P P .and
_ -
-� � a 12.12 Itch and. must be blydsmou
> T3 I _., THg26 p th Cut
2. Reference detail 4 for installation instructions.
{
0
5
TD6
H TS16
SQ. a
ST3
EJ07
SI PSON DW INSTALLATION
IM.
S CRANGE iT Z
5
(j LD
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T3 EJ07
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2 HTS16
y
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ell
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O O 0 O O O O O O O O O O O O -
a a n_ a
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a a a 0-a a a a a.d
W
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RAFTER TAILS H'TS16 ',.
SEE 7 SO.2
TYP.
N
STD NOT DIRECT
F-
2
BELOW TRUSS
SDWC1
� 5600
I
,
Not.Reference detail
2a for installation
on anle m.
t
SQ.1
d Ln
S1 IW
{ I
r
S WC INSTA
ELATION
E
�3
RAFTER 'TAILS
r
-J
. SEE 7/
S0.2
J
TYP.
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®
Rafter to Ta Plate shown o
., t '
a ,
,
i
;I
(Truss to Top Plate similar)
PORCH CEILING SHEATHING
I
W
AT BOTTOM .CHORD OF0
'
PORCH CEILING SHEATHING
THINGTRUSS SEE 2/S0.1.
L
BOTTOM CHOR o
X�\o AT BO � OF
STUD NOT DIRECTL I
.TRUSS SEE 2/S0.1BELOW
TRUSS
I
d
t I
M `• M cod' �' � �
d
� d' th N N I
N N N N
N
N :N N N N; N N N N N
N N 11
N N N N T
N ,
H H F- H F- H H F- H Do not Install SOWG m I
W7, i
hatched area
z
I
SDWC15600Fj
" ( �
i
V
H TS16
,' 1 1/2- ..MIN
Overhang 2 5 RAFTER TAILS 2 e »
i 2 MAX
50.1 so.0 SQ.1
`. SEE 7 50.2..
TYP.
SD
WC INSTALLATION RANGE I
s
i
TRUSS / ..ROOF RAFTER NOTES. STRAPPING OTES
ROOF TRUSS
1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING
PLA EMENT
WITH 2-12D TOENAILS & 1—SIMPSON SDWC1 600 Rafter or Truss
Jr"distance
PLAN minimum edge N
SCREW UNLESS OTHERWISE NOTED distance for full:
1 /'1
values (with or Splice may be, in upper or
without a plate lower plate
Splice) -
DO NOT SCALE
DIMENSIONS FROM
THESE DPA
INGS. IF A"DIMENSION IS
UNCLEAR
REFER TO THE
�..
X* from top plate
ARCHITEC
URAL DRAWINGS OR
,.._
splice Offset
for full values STUD NOT DIRECTL
CO.
TACT THE E.O.R.
BELOW TRUSS
PLAN
NAME
ANAST
SIA - COASTAL
ROOF TRUSS PLACEMENT PLA
DESIGN/
RAWN/CHECKED
CS
BMBLAP
SCALE: 1/4" = 1'-0"
DATE
SD
WC AT TOP PLATE SPLICE
01.10.18
I
SCALE
S NOTED
LPA No.
TO
L-18-00005
C
NTROL No.
3570
SHEET
S1.2
SHEL`T
Of
_7 7
y
i