HomeMy WebLinkAbout2814 Gipper Cir 18-2680 (a)GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA
BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF
REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING
STATIONS.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
ASTM A-615 GRADE 40 MIN.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY
GRADED "No.1/No.2" BY NLGA, OR BETTER.
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED"
SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER.
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS.
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING)
SHALL BE SPF#2 OR BETTER U.N.O..
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD.
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
BY OTHERS.
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
HSS2 STUD SHOES, TYP U.N.O.
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE
AWPA U1 STANDARD.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF
THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER)
3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,700,000 Win' U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O.
Fb =2650 Fb =3000 Fb =2200
Ft = 1650 Ft = 1700 Ft = 1500
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
Fc j = 450 Fc j = 900 Fc j = 450
Fv = 285 Fv = 285 Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
MEANS AND METHODS
CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE
ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED
FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS'
SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND
FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
UNDER STAIR PROTECTION
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
(12.7MM) GYPSUM BOARD.
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF
ASTM F1667
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING AQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SP* FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
EA. END. NOTE: PLYWOOD ED� -ES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
12d TOENAILS EACH END.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-B3).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
MIN. 7" EMBEDMENT.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURALSTEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S,
Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL
BE 3/s' UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION
ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED
BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE
PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF
PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY II
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
PHS
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
N VALUE DENOTES PRESSURE
AREA (SQ FT)
- VALUE DENOTES SUCTION
AREA
4O
O5
(+) 21.2
(+) 21.2
10
_) 22.9
(-) 28.3
U
(+) 20.2
(+) 20.2
20
(-) 22.0
- 26.4
(+) 19.0
(+) 19.0
50
(_) 20.8
(-) 23.9
0
(+) 18.0
(+) 18.0
100
- 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
RIGHT AND LEFT ELEVATIONS
(+)18.4
+
z
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 �a�
5 5 Y
a
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS REGION. GLAZED OPENING
PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE -
RESIDENTIAL, CURRENT EDITION.
RECORD COPY
RE\nEWED FOR CODE COMPLIANCE
PLANS EXAMINER
C3ATE
Sri\ -.NF 3RD BULUINC DIVISION
A PEF 1IT I,SUE,P SHALL BE CONSTRUED T,2, �-E A
LICIENS ',u PROCEED WITH THE WORK AND NO] AS
AUTi-, ;r'.i1Y T,) V!,,' A (E, CANCEL. ALTER OR SET
ASIDL "JY OF THE PRC",/;SIONc nF THE TECHNICAL
CODES. v;i"t; SHALL Ic'SUANCE OF A PERMIT PREVENT
Th UiLDl�7 ;��FFI iril FROM THEREAFTER
REO ANG A CC�F�iiEG I i �F ERRORS fN PLANS,
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##1 8- 2680
David Weekley Homes
REAGAN POINTE- LOT # 27
MODEL 7510 LUBBOCK ELEVATION C
GARAGE NORTH
2814 GIPPER CIRCLE
SANFORD, FL. 32773
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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INDEX OF DRAWINGS
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SHEET
SHEET TITLE
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STRUCTURAL NOTES & COVER
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PHS
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UPDATES
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FOUNDATION FORMS PLAN
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TIE BEAM PLAN
PLN -1
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FLOOR PLANS
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UTILITY PLANS
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INT -1
z
INTERIOR DETAILS
INT -2
STAIR SECTION
J.,�O
INT -3
0
CLOSED STAIR SECTION DETAILS
CO)W
ELVA
W
FRONT AND REAR ELEVATIONS
ELV-2
06W
RIGHT AND LEFT ELEVATIONS
RFP -1
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ROOF PLAN
PLT -1
J
PLOT PLAN
w
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FIRST FLOOR FRAMING PLAN
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GENERAL DETAILS
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ST1
GENERAL STAIR DETAILS
MASTER UPDATES
NUMBER
DATE
DESCRIPTION
INTIALS
1
6/21/2016
CREATED ELEV. A,B,C & MINOR OPTIONS
EA
2
1/19/2017
UPDATED TO NEW STYLE AND APPLIED ARCH UPDATES THRU 12/6/16
EA
3
1/30/2017
FIXED BEAM HEIGHT CALLOUTS, OPT FRENCH DOOR LINTEL DEPTH &
CONNECTOR FOR COLUMN TO CMU ON ELEV C
EA
4
6/21/2017
UPDATED FLOOR TRUSS LAYOUT TO WORK WITH ALL MASTER
PLUMBING OPTIONS; ARCH UPDATES 5/10/17
EA
5
2/26/2018
PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TH EDITION (2017)
RESIDENTIAL AND UPDATED ELEV. A TRUSSES PER RPT -3
DJ
6
5/18/2018
UPDATED ELEV. C TRUSSES PER RPT -5
JW
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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ARCHIVE PLAN REVISIONS
#
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DESCRIPTION
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04-05-16
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05-04-16
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3.
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06-07-16
-ADDED ELEVATION "C"
4.
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09-07-16
-REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION
HCR (s)
DESCRIPTION
1.) LIST
2.) LIST
3.) LIST
-REVISED OPT. SGD TO BE 9-4 8-0 OXXO
E 0
4-d3
-REVISED WINDOWS @ OWNER'S RETREAT TO 4-0 5-2 SH @ 7'-4"
5.
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11-4-16
-REVISED WINDOWS @ FAMILY TO 3-0 6-0 SH
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7
LW
12-6-16
- REMOVED 1ST RISER FROM STAIRS
ELEV B & C:
- EXTEND PORCH OUT 2" TO BE ALIGNED WITH FLOOR WALL ABV
ALL ELEV:
- REVISE WALL AT REFRIGERATOR TO BE 10" WIDE AND 4" LONGER
8
MR
5-10-17
- MOVE KITCHEN ISLAND 6" TOWARD DINING ROOM
- REVISE SWITCH LOCATIONS AT OWNER'S BATH
- RECENTER LIGHT AT RETREAT
ALL ELEV:
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9
MR
6-27-17
ALL ELEV:
-ADDED OPTION DOOR AT ENTRY
10
JS
12-14-17
ALL ELEV:
-ADDED OPTION DOOR AT ENTRY
11
JS
12-20-17
ASR REVISIONS
#
BY
DATE
DESCRIPTION
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05/31/18
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FLORIDA Core Plan Notes 1/3/18
* ALL BEDROOM WINDOWS TO MEET EGRESS
* EQUAL SASH WINDOWS PER COMMUNITY SPECS.
* KITCHEN APPLIANCES PER COMMUNITY SPECS.
* STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL
* EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH
* MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS
* MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE
STEEL DOOR BETWEEN GARAGE & LIVING SPACE.
* 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS
ARE ABOVE.
* 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM
RESIDENCE OR ATTIC.
* R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE
BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES
ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 44N -
DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED
FLOOR
* R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE
ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO
ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR
SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE
EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED
ENGINEERING PRACTICE.
* TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUBMALL HTS 20" OR 23" PER TUB SPECS.
VERIFY IN FIELD
* HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD
60
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FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS w/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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ALL REINFORCEMENT SHALL LL
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UNDATION PLAN MAINTAIN 3" CLEAR TO z FOUNDATION PLAN MAIN FOOTING W (1) #5 REBAR @ TOP � Uj W N '1
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GRADE AND 1-1/2" CLEAR TO SIMPSON EPDXY @ e BOND BEOAM SPLICE TO ¢ V ~
ANY FACE EXPOSED TO 12" O.C. BE MIN. 25" GROUT O W
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SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS CELL SOLID
TO GRADE AND 1-1/2" REQ'D PER GRADE W/ �:�. MASONRY WALL
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IF DEPTH < 26" THESE =I I I_I ° III—I I q IF DEPTH < 26" THESE III—) ° ° . III—III- (I (— • III- FILLED CELLS TO BE AT EACH WALL CORNER, WALL ~
U QC CHECK: CC
BARS ARE NOT REQ'D ' 1= . _ ' BARS ARE NOT REQ'D _I I ,r — - -III III HEIGHT TRANSITION AND END OF WALL, THEN SPACED af JOB No. DWH-0205375
(2) #5 BARS CONT. W/-, I I—III— —I CLEAN COMPACTED (2) #5 BARS CONT. W/ =I I=III=I- I I=— _ _ I (—, AS INDICATED ABOVE PER HEIGHT OF WALL
3 COVER TYP. 1'-4" FILL @ 95 /° STANDARD 3 COVER TYP. III III 1'-4" - CLEAN COMPACTED -III — I =TIT SCALE: AS INDICATED
FILL @ 95 /o STANDARD HEIGHT PER PRIVACY ¢
DENSITY = IDTH PER PRIVACY
DENSITY WALL SCHEDULE WALL SCHEDULE w DATE: 5/31/18
DEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/ STAIR rSF09 PRIVACY WALL FOUNDATION DETAIL - NOT USED w
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S3x
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3")
A—
AT CORNERS
PRECAST "U"
PROVIDE
LINTEL W/ 3000
STANDARD #5
psi CONC. PER
HOOK BAR. LAP
LINTEL PLAN. IF
OTHER BARS INTO
REBAR IS
NON
CORNER AS REQ'D
OPENING
INDICATED IN
ir TYPI
AL SHEAR WALL SEGMENT
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
LINTEL, #5 TO BE
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
e
#3
HOOKED INTO
d
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
SIDE VERTICALS
. •
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a .e •Q
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#4
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•, ,
.a d. °
°
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°
aM
55/8
,
32
°
d.�.
q °d
113/4
/// d
74-
°
e fl)aBOTTOM STEEL IN LINTEL IF
INDICATE - SHOULD HOOK INTO
VERTICAL CELLS PER MD08 n
ROUGH OPENING PER PLAN d id `
e
q
METAL LATH OR WIRE SCREEN
OVER COURSES NOT REQ'D
TO BE FILLED. (SHEET METAL
& PAPER FELT PROHIBITED)
HOOK PER
MD08
A.e
° d
e..�• <Itww
O 0 w
a in LL
N c W (j)
. a I cM 0 p
J
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
CL TYP. BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL W/ 3000 psi CONC.
W W/ (1) #5 DIA. REBAR
O
U_
z
a
w
=°
°
d I
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
GRADE 40
GRADE 60
tl
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
NON
-SHEAR WALL AT
OPENING
:A"
ir TYPI
AL SHEAR WALL SEGMENT
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
416 752/699 1843/1625 3486/2602 6390 / 335.
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
e
#3
17/8
d
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
e n
41 /4
q
24
#4
21/2
5 5/8
91/2
°
aM
55/8
121/2
32
#5
31/8
°
d I
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
GRADE 40
GRADE 60
tl
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
NON
-SHEAR WALL AT
OPENING
:A"
ir TYPI
AL SHEAR WALL SEGMENT
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
416 752/699 1843/1625 3486/2602 6390 / 335.
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
"D"
#3
17/8
4,i/4
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
2,1/4
TYPICAL MASONRY CONSTRUCTION
3/4"=1'-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
MAX 4'-0"
LINTEL W/ TRANSOM DETAIL
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA. x 2 3/4" TAPCONS & (6) 10d NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 O NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS,
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
GRADE 40
GRADE 60
tl
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/61224-
„ All
:A"
"7"
"D"
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
416 752/699 1843/1625 3486/2602 6390 / 335.
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
"D"
#3
17/8
4,i/4
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
2,1/4
41 /4
91/4
24
#4
21/2
5 5/8
91/2
20
aM
55/8
121/2
32
#5
31/8
,O
113/4
25
33/4
7
TYPICAL MASONRY CONSTRUCTION
3/4"=1'-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
MAX 4'-0"
LINTEL W/ TRANSOM DETAIL
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA. x 2 3/4" TAPCONS & (6) 10d NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 O NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS,
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/61224-
„ All
4'-0" 860 1651/1349 5365/1999 7342/3123 10000/44.
"7"
"D"
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
416 752/699 1843/1625 3486/2602 6390 / 335.
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
"D"
#3
17/8
4,i/4
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
2,1/4
41 /4
91/4
24
#4
21/2
5 5/8
91/2
20
3
55/8
121/2
32
#5
31/8
7
113/4
25
33/4
7
151/2
40
#6
33/4
81/16
14
30
41/2
81/16
181/2
48
#7
43/8
9 13/16
16 1/2
35
51/4
913/16
213/4
56
c
I
LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180' HOOK
REBAR SPLICE DETAIL
3/4"=1'-0"
#3=2%"
#4=2%"
#5=2%"
#6 = 3"
#7=3%"
STD. 90 DEGREE ANGLE 3000 psi
CONC. W/ (1) #5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08 FOR LAP INFO.
PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
P0
PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
q��►�1��//
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w
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00
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=
STANDARD LINTELS
STANDARD LINTEL NOTES
1
CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/13F24-013 8F32-1 B / 8F32 -OB
V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY
OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO
MIN. 8" BEARING EA. END
LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/61224-
T-4-11006 1663/1349 5365/1999 7342/3123 10000 / 4HAVE
4'-0" 860 1651/1349 5365/1999 7342/3123 10000/44.
4'-6" 710 142311105 4360/1631 6036/2549 8328/34INDICATED
5'-2" 570 123211232 3480/2580 8360/3586 8825/4ENGINEERING
6'-2" 488 991/991 2661/2143 5681/2698 6472/367'-0"
416 752/699 1843/1625 3486/2602 6390 / 335.
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
9'-2" 315 618/535 1533/1247 2781/1946 4754/2489
10'-0" 292 567/454 1366/1277 2423/1770 4006/2263
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10'-8" 277 492/352 1254/1132 2193/1567 3552/2003
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848
12'-8" 0 369/261 1002/984 1697/1361 2630 / 1738
13'-4" 0 328/0 1234/0 1779/0 2662/0
14'-0" 0 292/0 1160/0 1660/0 2439/0
16'-0" 0 284/0 960/0 1379/0 1997/0
MATERIALS
a;
z
0
w
W
0
18'-0" 0 211/0 750/0 1177/0 1676/0
18-8; 0 142 / 0 598 / 0 1114 / 0 1468 / 0
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
STRENGTH = 1900 PSI.
20'-0"-0 180/0 598/0 1024/0 1441/0
20'-8" 0 145/0 550/0 981/0 1376/0
22'-8” 0 110/0 450/0 824/0 1147/0
RECESSED LINTELS -FILLED
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-0B
1 11 1
4-14 694 / 1694 3725 / 3280 5499 / 5421
Q. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
O
U
Fi
p
=
00
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ly
o
=
W
Q
2'-8" 1425/1425 3343/3280 4933/4933
3'-0" 1230/1230
230 2769/2769 4085/4085
/
3'-4" 1081 / 920 2769/1716 4085/2839
LINTEL
DESIGNATION SCHEDULE
4'-4" 846/833 2121/1716 3127/2839
5'4" 664/572 1761/1761 2595/2595
MARK
LINTEL
REQUIREMENTS
F = FILLED WITH GROUT
U = UNFILLED
R = RECESSED & FILLED WITH GROUT
QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
6'-4" 526/434 1539/1539 1329/2267
T-4" 480/322 1334/1334 1964/1552
0
8R6-1B/1T
8'-4" 415/235 1152/1152 1694 / 1552
Oe
8F8-1B/1T
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Or I Q-1 B/1 T I-
LL
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14 16/1T �—QUANTITY OF #5 REBAR AT TOP O
3'-0" X-0" 3'-0"
Ilk
U)
O° 8F16-1B/1T NOMINAL HEIGHT O z
TYPE DESIGNATION NOMINAL WIDTH > O
0 8R14-0B/1T 0
a d,
O 8F16-0B/1T 1-1/2" CLEAR w
0 8F20-1B/1T J O
O_ #5 REBAR AT TOP MIN. (1) REQ'D J W
8F20-0B/1T U ¢
¢ ¢ C.M.U. _
O 8R22-1B/1T g ° GROUT
O 8F24-1B/1T ? e #5 REBAR AT BOTTOM OF LINTEL w
CAVITY a
O 8R22-0B/1T �I�— + BOTTOM REINFORCING PROVIDED
7-5/8" ACTUAL IN LINTEL (VARIES)
0 8F24-OB/1T 8" NOMINAL WIDTHz W
O FILLED a W
" 8R30-1B/1T M
Ow U
P 8F32 -16/1T 1-1/2" CLEAR a °
O 8R30-0B/1T = A a
aW w Z
0 8F32 -OB/1T _ #5 REBAR AT TOP MIN. (1) REQ'D 0 r� S °
U � z
¢ z C.M.U. U a
O 8F38-1B/1T g 0 z
Z z°
z - '
8F12 -1 BMT z 0
co Q m
0 8F40 -OB/1T r �I` * BOTTOM REINFORCING PROVIDED w J z
7-5/8" ACTUAL IN LINTEL (VARIES) ^
O 8F8 -0B/1T 8" NOMINAL WIDTH j �'1 LU J r w
x� 8F40-1B/1T UNFILLED — j w o 5,, E
SAFE LOAD TABLE NOTES <F— z o
7 n�mLL._N
O W L J (0X0>-0 8
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED � a 0 0 ofa -
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 J 47 QF -Z_ -MW `o
RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Z z 0 Z W Z E'
2. 0= NOT RATED. 0 U0- X g a
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. I j W < LL W o
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR H = Z O 0
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w 0
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. U M
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Q 1`
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 M
SUPPORT. 0
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 LJL
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z 0
w
WALL LEGEND (L J O o
z C0 W C Q
= 0 9'-4" T.O.M. = INTERIOR/EXTERIORE5W Y ��
BEARING WALLS VERIFY OO V 0 W
HGT. W/ ARCHITECTURAL z = IM J V
PLAN U.N.O. OR LINTEL W 0
= J J Z U
a W o 0. W
v� Ja
Z
LINTEL PLAN �e W
1*
1/8"=11-011 o 050
Q 0 WCvo
W ����N
0
W STRUCTURAL ENG: BAD
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W
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V QC CHECK: CC
JOB No. DWH-0205375
Q SCALE: AS INDICATED
z DATE: 5/31/18
W
0
w
4
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
B2x12
TOP @
E
1
OL.
�s W
WALL LEGEND
= 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL
FIRST FLOOR FRAMING
PLAN_
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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S5
BEARING WOOD WALL SCHEDULE
OA
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
SPF #2 BUILT UP STUD COLUMN
TAG
SPACING
SPECIES
CAP.
(plf)
BLOCKING
TOP
BOTTOM
SPF #2 BUILT UP STUD COLUMN
HO
(3)2X4 SYP #2 BUILT UP STUD COLUMN
(3)12d
(3)12d
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
BW1
16"
SPF
TOENAILS/ END
TOENAILS/ END
NO
MID -SPAN
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x3-1/2"
COVER SHEET.
NAILS
NAILS
UPLIFT
COVER SHEET.
B
16
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
570 plf
MID -SPAN
BW3
16"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12' NAILS
570 plt
3rd. PT.
BW4
12"
SPF
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
MID -SPAN
1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
O5
1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
UPLIFT
w/(24)10d x 12" NAILS
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
NAILS
NAILS
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
BW5
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
760 pif
MID -SPAN
BW6
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
760 plf
lyd. PT.
3
BW7
16"
SYP
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
MID -SPAN
12" EMBEDMENT
FRAME TO CMU
3140
3140
UPLIFT
HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
3640
4235
NAILS
NAILS
B3.5x16
(2) 1.75"x16" LVL
BW8
16"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
664If
p
MID -SPAN
BW9
16"
SYP
SP4 W/(6)
SP4 W/(6)
664 pif
g
3rd. PT.
1020
1175
12
10d x 11 -'NAILS I
10d x 12" NAILS
1110
1235
BW10
12"
SYP
(3)12d
TOENAILS/ END
NAILS
(3)12d
TOENAILS/ END
NAILS
NO
UPLIFT
MID -SPAN
STUDS TO BEAM/GT
BW11
12"
SYP
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 12' NAILS
885 pif
MID -SPAN
16
BW12
12"
SYP
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 12" NAILS
885 plf
lyd. PT.
3
4305
BW13
16"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
280 If
p
MID -SPAN
EPDXY MIN. 7" EMBEDMENT
CMU
1290
1500
@ 32"o.c.
@ 32"o.c.
BW14
12"
SPF
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 12' NAILS
380 pif
MID -SPAN
18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS
@ 241, O.C.
@ 24"o.c.
FRAME TO FRAME
3735
STANDARD BEARING WALL W/STRAPS NOTES
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL
STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS.
3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS.
USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4.
4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END.
7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR
EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL
OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT.
8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D.
IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS
ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT.
THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x
P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND
WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE
BEARING WALL NOTES.
9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1
U.N.O. ON PLAN.
10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD2 U.N.O. ON PLAN.
11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A
BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH
STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6"
FROM THE COLUMN.
12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R.
FOR FURTHER REVIEW.
13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
OA
(2)2X4 SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SPF #2 BUILT UP STUD COLUMN
O(4)2X4
SPF #2 BUILT UP STUD COLUMN
Op
(2)2X6 SPF #2 BUILT UP STUD COLUMN
OE
(3)2X6 SPF #2 BUILT UP STUD COLUMN
O(2)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X8
SPF #2 BUILT UP STUD COLUMN
HO
(3)2X4 SYP #2 BUILT UP STUD COLUMN
O(2)2X6
SYP #2 BUILT UP STUD COLUMN
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
OL44
SYP #2 P.T. COLUMN
MO
6x6 SYP #2 P.T. COLUMN
<8>8x8
SYP #2 P.T. COLUMN
(2)META16 OR (2)META20
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x3-1/2"
COVER SHEET.
B2x10
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x5-1/4"
COVER SHEET.
O3-1/2"x7"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
(2)ply TRUSS (14) 16d x 12" NAILS
Q
O3-1/2"x9-1/2"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
(2)1.75"x9.25" LVL
H10A w/(18)10d x 1Z" NAILS OR
O5-1/4"x5-1/4"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
H10A 1140
H5.25x11.25
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O5-1/4"x7"
COVER SHEET,
O7"x7"
ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER
PLATE
SHEET.
O3
1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
O5
1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
SEE PLAN FOR WALL WIDTH
w/(24)10d x 12" NAILS
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS &8" EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
STANDARD NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 22"
10d
.148" x 3"
12d
.148" x 34"
16d
.162" x 32"
8d RING SHANK
.113" x 2$"
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
SIMPSON CONNECTOR
TYPE
VALUES
VALUESSPF(Ib)
TO POST: SIMP. HTS20 OR MSTA18
a
00
TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(8) 10dx12' NAILS OR META20 w/(8)
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4��x2a"
1❑
10d x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
LTA2 w/(10) 10d x 12" NAILS @ 24" O.C. U.N.O.
2)2x12 #2 SYP w/2" FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
Li
(2)META16 OR (2)META20
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
(1)ply TRUSS (10)10d x 12" NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
NAILS & (18)4"x24" TAPCONS
(2)ply TRUSS (14) 16d x 12" NAILS
Q
(2)ply 1900
(2)ply 1900
(2)1.75"x9.25" LVL
H10A w/(18)10d x 1Z" NAILS OR
H10A 1015
H10A 1140
H5.25x11.25
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
HTS20 w/(24)10d x 12" NAILS
PLATE
NAILS & (18)4'x24" TAPCONS
>-
PLATE BETWEEN PLIES
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
SEE PLAN FOR WALL WIDTH
w/(24)10d x 12" NAILS
TO BEAM: SIMP. HUC410 w/(18)16d &
V-0" TO X-11"
1
51(2)HTS20
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
F6]
H2.5A w/(10)8d
FRAME TO FRAME
535
600
MTS 12 w/(1 4)1 x 12" NAILS
TO POST: SIMP. HTS20 OR MSTA18
0")
a
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
(2)1.75"x11.875" LVL
MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
NAILS & (18)4"xA" TAPCONS
12" EMBEDMENT
FRAME TO CMU
3140
3140
El
HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
3640
4235
EPDXY MIN. 7" EMBEDMENT
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
HGT-2 w/(16)10d NAILS wlg" EPDXY ANCHOR w/SIMP. SET
NAILS & (18)4"x24" TAPCONS
10
EPDXY MIN. 5" EMBEDMENT
FRAME TO CMU
6280
6280
11
HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS
FRAME TO CMU
1020
1175
12
LSTA18 w/(14)10d NAILS
HEADER TO STUDS
1110
1235
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
14
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833pif
928pif
15
LSTA24 w/(18)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
17
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.OR
18
EPDXY MIN. 7" EMBEDMENT
CMU
1290
1500
HTT4 w/(18) 16d x 2z' NAILS w B" EPDXY ANCHOR w/SIMP. SET
19
EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE
COLUMN TO FTG.
3640
4235
18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS
20
(3)HTS20 w/(24)10d x 12" NAILS
FRAME TO FRAME
3735
4350
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
21
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
22
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
GIRDER TO COL./ BM
9100
4095
MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU
23
DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST.
FRAME TO FRAME
3300
3965
INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN.
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS.
4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL
INFORMATION.
5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL:
(1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS.
(2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS.
IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL, WF08/SD3.
3. NAIL #2 SYP HEADER PLIES TOGETHER USING:
(2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS.
(3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS.
NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY.
CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/2" FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
a
00
TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4��x2a"
H2x10
PLATE
TAPCONS
ON MASONRY: (1) SIMP. MSTAM24
H2x12
2)2x12 #2 SYP w/2" FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
Li
TO BEAM: SIMP. HUC410 w/(18)16d &
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3.5x7.25
PLATE
NAILS & (18)4"x24" TAPCONS
N
Q
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H5.25x11.25
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3x12
PLATE
NAILS & (18)4'x24" TAPCONS
>-
PLATE BETWEEN PLIES
ON MASONRY: (2) SIMP. MSTAM24
HEADER SUPPORT
SCHEDULE
TO POST: SIMP. HTS20 OR MSTA18
SEE PLAN FOR WALL WIDTH
TO BEAM: SIMP. HUC410 w/(18)16d &
V-0" TO X-11"
1
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
8'-0" TO 9'-11"
2
NAILS & (18)4"x24" TAPCONS
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
0")
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x11.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"xA" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: (2) SIMP. HTS20 OR MSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"x16" LVL
. U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS
OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE
TO POST: (2) SIMP. HTS20 OR MSTA18
ON MASONRY: (2) SIMP. MSTAM24
B3.5x20
(2) 1.75"x20" LVL
U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS
OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C.
(TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM
3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
a
00
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
3
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16d NAILS
H2x10
2)2x10 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
2)2x12 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
Li
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
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16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
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16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.25x11.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
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16d NAILS
H3x12
(3) 2x12 #2 SYP w/ 2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
>-
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT
SCHEDULE
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
V-0" TO X-11"
1
1
4'-0" TO 7'-11"
2
2
8'-0" TO 9'-11"
2
3
10'-0" TO 12'-0"
3
4
ROOF NOTES:
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/
SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
12d TOENAILS.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE
CONTINUOUS FROM FLOOR TO CEILING.
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS
WITH CABINETS AS SHOWN ON PLANS.
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
TRUSSES
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
THE CONTRACTOR OR A/C SUPPLIER.
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE
TRUSS MANUFACTURERS LAYOUT
----STOP----
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
ROOF & EXT. WALL NAILING SHEATHING NOTES
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE
SPACED NO MORE THAN 24" O.C.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.
EXTERIOR WALLS:
SEE WF10/SD3 FOR MORE INFO.
NAILS:
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED
WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN
ACCORDANCE WITH ASTM A 153.
APA SHEATHING NOTE:
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
FLOOR FRAMING NOTES
GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSIONS NOT SHOWN HERE.
FLOOR SHEATHING NOTES
FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
FLOOR NAILING NOTES
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES &
CONNECTOR LEGEND
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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- ATTACH COLUMN TO
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EXTERIOR FRAME WALL NOTES
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REQUIRED STUD SPACING.
2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS
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2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
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4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
WALL LEGEND
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW:
OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE
CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT
ON PLANS OR SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O.
ROOF FRAMING PLAN
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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JOB No.
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DATE:
5/31/18
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(1) #5 VERTICAL IN
GROUT FILLED CELL (IF
REQ'D PER PLAN)
NOTE: SEE MD08 ON
LINTEL PLAN
. ,
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VERTICAL REINFORCEMENT DETAIL
PRECAST LINTEL PER
PLAN
MASONRY WALL
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER DETAIL
MD04/SD1
1/2"=1
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEERED
TRUSSES PER PLAN @
24" 0. C. MAX.
TYP. TRUSS TO FRAME
CONNECTION PER STD
CONNECTION NOTES
EXT. SHEATHING ATTACHED -
PER NAILING SCHEDULE FROM
TOP OF KNEEWALL TO BOTTOM
OR SP2 CLIPS AT TOP AND SP1
CLIPS AT BASE ARE REQ'D.
2x BLOCKING
MIN 2x4 STUDS @ 16"
O/C
2x P.T. PLATE
1/2" x 8" A.B. OR TITEN HD @ 32"
O.C. & 6" FROM EA. END,
CENTER ON BASE PLATE
TOP KNOCK OUT
COURSE W/ (1) #5
CONT.
KNEEWALL ABOVE MASONRY WALL
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN.
EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
2x6x12 P.T. SYP #2
CENTER BUCK
1/2" J -BOLT W/ 5 1/2"
EMBED.
1 1/2" 2x P.T. SYP #2 NAILER
MIN. OF OPENING W/ (1) 1/4"x2-3/4"
4" MIN. FROM TAPCONS @ 24" O.C. &
FACE OF CMU 4" FROM ENDS
_ ANCHOR NOT PERMITTED TO BE
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ.
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
--' BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
(BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
- - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS
-� w @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY
00
c7 BUCK TO CMU ATTACHMENT
LOCATIONS PER GARAGE DOOR
>MFR.'S WRITTEN SPECIFICATIONS
--� > Q 0 - 45 DEG. BEVEL CUT
p m iv w j 2x6 P.T. SYP #2 BUCK
m Q END, 1 1/2" ABOVE
GARAGE F.F., EA. SIDE
00
SECTION OF OPENING
@::O]� GARAGE BUCK DETAIL (MAX. 170C)
ARCH PER ELEV
1/2"=1
.a .
LINTEL (SEE PLAN)
i— 7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW W/ CMU
�-- HEADER (SEE PLAP
,jkARCH PER ELEV
3/4"=1'-0"
12
(TYP) SEE ELEV.
DOUBLE 2x TOP PLATE
1 "=1'-0"
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW W/ WOOD
O2x STUDS @ 16" O.C. FOR KNEE WALL
OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
CO CONT. ROOF SHEATHING NAIL PER PLAN F
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TO TOP CHORDS OF TRUSSES BELOW WHEN
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
BELOW AND CONNECT w/ HTS20 @ 32" O.C. D
OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x PLATES OVER ROOF DECK PER VALLEY
FRAMING DETAIL \
H A
DOUBLE TOP PLATE
\ K
OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ B
RAFTER
OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ C
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHITECTURAL PLANS
O CURVED ROOF TRUSSES PER PLAN OR CURVED
�E
K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED G
DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOT USED
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
SEE FRAMING PLAN FOR
BEARING WALL LOCATION
SEE BEARING WALL
SCHEDULE FOR REQUIRE[
CONNECTIONS, STUD
SPACING, AND BLOCKING
REQUIREMENTS
BEARING/ SHEARWALL CONNECTION TO CMU
3/4"=1'-0"
SEE TYPICAL HEADER
=RAMING DETAILS FOR
4DDITONAL
NFORMATION
'HEADER CAN BE
=1THER UPSET OR
)OWNSET)
!x W/ (2) 16d TOE NAILS
=ACH END
3) 16d COMMON
JAILS (TYP.)
(2) 2x TOP PLATE W/
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
STD HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
W/ 3000 psi CONC.
W/(1) #5 REBAR VERT.
VERIFY W/ PLAN FOR
REQ'D LOCATIONS
CMU WALL AS REQ'D
PER PLAN
4) EQ. SPACED 2'TITEN HD ANCHORS W/
AIN. 1 4" EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
)R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
'ROM TOP AND BOTTOM AND 12" O.C.
IIETWEEN
DT BASE PLATE
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD.CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
LAST STUD OF KNEE WALL
JOINING UP TO MAIN HOUSEy
WALLS SHALL BE ATTACHED (2) 2x TOP PLATE
TO MIN. (2) 2x FULL HEIGHT II
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
!x4 SPF CONT.MIN.
2x4 SPF #2 KNEE WALL
'n% ":--
3LOCKING ATTACH TO
PROVIDE STANDARD
FOR BEAM SIZE
1/16" OSB W/ (2) 8d
Pkr'-�-+-�
1
HOOK
ON BOTH SIDES FROM TOP
I BUILDER FRAME
'/16" OSB EACH SIDE,
w
RADIUS AS REQ'D
N/ 6d NAILS @ 16" O.C.
BEAM. ATTACHED PER
VALLEY TRUSSES PER
70 SIDE & TOP NAILER
NAILING SCHEDULE
PLAN
PLATE w/ (2) 16d NAILS
OTHERWISE SP2 CLIPS
12" O.C.
!x BUCKS,
EACH STUD TO DOUBLE TOP
3/16" x 3 1/4"1
24" O.C. &EXT.
PLATE AND SP1 CLIPS EACH
2x8
.� •'IL'
•, .
2
PER NAILING PATTERN
0A KNEEWALL AT DOWNSET BEAM
(1) #5 IN TIE BEAM
j� '. �• :: , ��
SCHEDULE OR OPT. 2x4
(1) #5 BAR IN PRECAST
BLOCKING PERP. TO EA.
..
VALLEY TRUSS NAILED
LINTEL
TO TRUSS BELOW @ 24"
!t
(2) #5's VERTICAL IN
m
TRUSS
TRUSS BELOW USING
GROUT FILLED CELL
(3) 16d NAILS
MAIN SPAN ROOF
2x BLOCKING W/ (3) 12d
TRUSS
TOE NAILED @ EA. END
UPLIFT CONNECTOR
UPLIFT CONNECTOR
(SEE SCHEDULE)
(SEE SCHEDULE)
>
MASONRY WALL
z
a
MASONRY WALL PER
FOR WOOD OR
�� . •�: �� ..
ENTIRE COLUMN TO
MASONRY
rGE0 GABLE END AT VALLEY FRAMING
BE GROUT FILLED
w
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U.N.O.
m
4]. 1
(1) #5 VERTICAL IN
GROUT FILLED CELL (IF
REQ'D PER PLAN)
NOTE: SEE MD08 ON
LINTEL PLAN
. ,
`1
VERTICAL REINFORCEMENT DETAIL
PRECAST LINTEL PER
PLAN
MASONRY WALL
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER DETAIL
MD04/SD1
1/2"=1
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEERED
TRUSSES PER PLAN @
24" 0. C. MAX.
TYP. TRUSS TO FRAME
CONNECTION PER STD
CONNECTION NOTES
EXT. SHEATHING ATTACHED -
PER NAILING SCHEDULE FROM
TOP OF KNEEWALL TO BOTTOM
OR SP2 CLIPS AT TOP AND SP1
CLIPS AT BASE ARE REQ'D.
2x BLOCKING
MIN 2x4 STUDS @ 16"
O/C
2x P.T. PLATE
1/2" x 8" A.B. OR TITEN HD @ 32"
O.C. & 6" FROM EA. END,
CENTER ON BASE PLATE
TOP KNOCK OUT
COURSE W/ (1) #5
CONT.
KNEEWALL ABOVE MASONRY WALL
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN.
EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
2x6x12 P.T. SYP #2
CENTER BUCK
1/2" J -BOLT W/ 5 1/2"
EMBED.
1 1/2" 2x P.T. SYP #2 NAILER
MIN. OF OPENING W/ (1) 1/4"x2-3/4"
4" MIN. FROM TAPCONS @ 24" O.C. &
FACE OF CMU 4" FROM ENDS
_ ANCHOR NOT PERMITTED TO BE
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ.
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
--' BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
(BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
- - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS
-� w @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY
00
c7 BUCK TO CMU ATTACHMENT
LOCATIONS PER GARAGE DOOR
>MFR.'S WRITTEN SPECIFICATIONS
--� > Q 0 - 45 DEG. BEVEL CUT
p m iv w j 2x6 P.T. SYP #2 BUCK
m Q END, 1 1/2" ABOVE
GARAGE F.F., EA. SIDE
00
SECTION OF OPENING
@::O]� GARAGE BUCK DETAIL (MAX. 170C)
ARCH PER ELEV
1/2"=1
.a .
LINTEL (SEE PLAN)
i— 7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW W/ CMU
�-- HEADER (SEE PLAP
,jkARCH PER ELEV
3/4"=1'-0"
12
(TYP) SEE ELEV.
DOUBLE 2x TOP PLATE
1 "=1'-0"
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW W/ WOOD
O2x STUDS @ 16" O.C. FOR KNEE WALL
OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
CO CONT. ROOF SHEATHING NAIL PER PLAN F
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TO TOP CHORDS OF TRUSSES BELOW WHEN
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
BELOW AND CONNECT w/ HTS20 @ 32" O.C. D
OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x PLATES OVER ROOF DECK PER VALLEY
FRAMING DETAIL \
H A
DOUBLE TOP PLATE
\ K
OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ B
RAFTER
OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ C
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHITECTURAL PLANS
O CURVED ROOF TRUSSES PER PLAN OR CURVED
�E
K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED G
DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOT USED
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
SEE FRAMING PLAN FOR
BEARING WALL LOCATION
SEE BEARING WALL
SCHEDULE FOR REQUIRE[
CONNECTIONS, STUD
SPACING, AND BLOCKING
REQUIREMENTS
BEARING/ SHEARWALL CONNECTION TO CMU
3/4"=1'-0"
SEE TYPICAL HEADER
=RAMING DETAILS FOR
4DDITONAL
NFORMATION
'HEADER CAN BE
=1THER UPSET OR
)OWNSET)
!x W/ (2) 16d TOE NAILS
=ACH END
3) 16d COMMON
JAILS (TYP.)
(2) 2x TOP PLATE W/
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
STD HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
W/ 3000 psi CONC.
W/(1) #5 REBAR VERT.
VERIFY W/ PLAN FOR
REQ'D LOCATIONS
CMU WALL AS REQ'D
PER PLAN
4) EQ. SPACED 2'TITEN HD ANCHORS W/
AIN. 1 4" EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
)R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
'ROM TOP AND BOTTOM AND 12" O.C.
IIETWEEN
DT BASE PLATE
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD.CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
LAST STUD OF KNEE WALL
JOINING UP TO MAIN HOUSEy
WALLS SHALL BE ATTACHED (2) 2x TOP PLATE
TO MIN. (2) 2x FULL HEIGHT II
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
!x4 SPF CONT.MIN.
2x4 SPF #2 KNEE WALL
(2) 2x #2 SYP SEE PLAN
3LOCKING ATTACH TO
WITH STUDS @ 16" O.C. W/
FOR BEAM SIZE
1/16" OSB W/ (2) 8d
STRUCTURAL SHEATHING
1
JAILS
ON BOTH SIDES FROM TOP
I BUILDER FRAME
'/16" OSB EACH SIDE,
OF WALL TO BOTTOM OF
RADIUS AS REQ'D
N/ 6d NAILS @ 16" O.C.
BEAM. ATTACHED PER
VALLEY TRUSSES PER
70 SIDE & TOP NAILER
NAILING SCHEDULE
PLAN
PLATE w/ (2) 16d NAILS
OTHERWISE SP2 CLIPS
12" O.C.
!x BUCKS,
EACH STUD TO DOUBLE TOP
3/16" x 3 1/4"1
24" O.C. &EXT.
PLATE AND SP1 CLIPS EACH
2x8
SHEATHING INSTALLED
STUD TO BOTTOM PLATE
2
PER NAILING PATTERN
0A KNEEWALL AT DOWNSET BEAM
3/4"=1'-0"
2x BUCK DETAIL
(2) 2x PLATE
LAST STUD OF —
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
MIN. 2x4 SPF #2 KNEE i
WALL WITH STUDS @
16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
FFO� KNEEWALL AT UPSET BEAM
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
WINDOW/DOOR
OPENING SIZE AND
LOCATION PER PLAN
(TYP).
MASONRY WALL PER
PLAN (TYP).
P.T. BUCKS PER
SCHEDULE
1/2"=1
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
BUILDER FRAME
RADIUS AS REQ'D
3/4"=1'-0"
P.T. BUCK FASTENER SCHEDULE
SEE GE02/SD2 FOR
SIZE
TAPCONS
OUTLOOKER OR
1x4
3/16" x 2 1/4"
SHEATHING
1
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CANTILEVER
8d NAILS @ 4" O.C.
IF REQ'D, PROVIDE
VALLEY TRUSS
CONV. FRAME OR
CLOSURE WALL w/
2
VALLEY TRUSSES PER
SINGLE TOP AND BASE
PLAN
PLATE w/ (2) 16d NAILS
EXT. SHEATHING;
12" O.C.
TO TRUSS. STUDS @
ATTACH PER NAILING
3/16" x 3 1/4"1
24" O.C. &EXT.
SCHEDULE
2x8
SHEATHING INSTALLED
12" O.C.
2
PER NAILING PATTERN
CONT. PLYWOOD ROOF
SHEATHING PER NAILING
SCHEDULE OR OPT. 2x4
BLOCKING PERP. TO EA.
VALLEY TRUSS NAILED
CRICKET AS REQUIRED
TO TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS TYP.
MAIN SPAN ROOF
ATTACH TRUSS TO
TRUSS
TRUSS BELOW USING
(3) 16d NAILS
MAIN SPAN ROOF
2x BLOCKING W/ (3) 12d
TRUSS
TOE NAILED @ EA. END
UPLIFT CONNECTOR
UPLIFT CONNECTOR
(SEE SCHEDULE)
(SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE PLAN
MASONRY WALL PER
FOR WOOD OR
PLAN
MASONRY
rGE0 GABLE END AT VALLEY FRAMING
CONNECTION TO TRUSS
3/4"=1'-0"
3/4"=1'-0"
2x BUCK DETAIL
(2) 2x PLATE
LAST STUD OF —
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
MIN. 2x4 SPF #2 KNEE i
WALL WITH STUDS @
16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
FFO� KNEEWALL AT UPSET BEAM
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
WINDOW/DOOR
OPENING SIZE AND
LOCATION PER PLAN
(TYP).
MASONRY WALL PER
PLAN (TYP).
P.T. BUCKS PER
SCHEDULE
1/2"=1
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
BUILDER FRAME
RADIUS AS REQ'D
3/4"=1'-0"
P.T. BUCK FASTENER SCHEDULE
SIZE
TAPCONS
SPACING # ROW
1x4
3/16" x 2 1/4"
12" O.C.
1
Q o
U) z
3/16" x 2 1/4"
U
��
1x8
3/16" x 2 1/4"
12" O.C.
2
2x4
3/16" x 3 1/4"
12" O.C.
1
3/16" x 3 1/4"1
ir
2x8
3/16" x 3 1/4"
12" O.C.
2
NOTES:
1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF
WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE
4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
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z DATE: 5/31/18
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TYPICAL HEADER DETAIL
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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PLATE LENGTHS MUST
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BE AT LEAST 8'-0"
W/ (2) 10d NAILS 3" O.C.
MORE THAN 50% OF
THEN (2) ROWS 10d NAILS
REQUIREMENTS THIS
LONG. TYP.
DETAIL FOR ALL TOP
TOP PLATE WIDTH
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SIMPSON SDS SCREWS 2x6
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PLAN FOR STUD SIZE &TRUSS
J O
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TOP PLATE W/ (3) 12d
---------
EV. 2x VALLEY RAFTER
� m
SAME THICKNESS&
STAGGERED @ 8"Ff
O.C.
AT ALL LOCATION
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
TYPICAL TOP PLATE SPLICE @ BRG. WALL
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
PLATE
TOP PLATE TO FRAME
BEYOND
WALL OR PRE -
PROVIDE 2x4 ON TOP
ASSEMBLED WALL
OF 2x8 TO PAD OUT
PANEL W/ (2) 10d NAIL
TOP PLATE. ATTACH
@ 8" O.C. (FOLLOW
W/ (2) 10d NAILS 3" O.C.
NAILING
(SOLID BLOCK W/ 2x6)
REQUIREMENTS THIS
O.C.
DETAIL FOR ALL TOP
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
PLATE SPLICE
— — — _ —
LOCATIONS)
srB,M�N
CORNER CONDITIONS
TOP SPLICE
DOUBLE 2x8 TOP U
PLATE
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
3/4"=1'-0"
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
2x DBL TOP PLATE
@4"O.C.
1 SHEATHING INSTALLED VERTICALLY
AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT
BEYOND
2
OR HORIZONTALLY
PRE-ENGINEEREID
TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @
7
@ EACH STUD
(2) 12d NAILS @
Z
3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO.
1/4" x4" TAPCONS @ 12"
>T — it — — Tr — IF
O.C.
LU O = 0
w
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
—IT-
— — — _ —
FRAMING PLAN FOR
TO MASONRY w/ 2x4 PT
CORNER CONDITIONS
WALL SPLICE, FIELD
? J Q
NAILS @ 3" O.C.
I
5
I I I I I I
VERIFY IF REQUIRED
a= U_ w
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NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
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w
TALLER STUD)
w
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EXCEEDS 2'-0" ADD AN
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ADDITIONAL HGAM10 FROM
a = O
@ 3 O.C. IN HORIZONTAL CONDITIONS
POCKET SGD
CMU @ 32" O.C. MAX
mallow
BOARD W/ A35 ON ONE SIDE
1 U) z 6 ®
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III
III I I I I
WALL SHEATHING
O w
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
REQUIRED
PLAN FOR STUD SIZE &
W
SPLICE, SEE SPLICE
DETAIL. MAX 1/8"
_
— 5O
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO
OPENING
SPACE BETWEEN
w Uj
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III
III I 4 I
PANELS
Q
BOTTOM
III
I
II II II II
U.N.O.
5.
III
3
III I II II
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FASTEN SYP OR SPF 2X6 (MIN.
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EXTERIOR SHEATHING
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,PE
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1
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INFO
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SHEATHING BETWEEN
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SHEATHING TO HAVE
----
---------
EV. 2x VALLEY RAFTER
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SAME THICKNESS&
STAGGERED @ 8"Ff
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O LLO
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FLOOR SYSTEM:::
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AS EXTERIOR WALL
i
W
---------
-
SHEATHING
opo
CUT TO FIT
1
2x BOTTOM PLATE
STUD PER PLAN
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OPENING SIZE
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(n
SHEATHING DIAGRAM
O
2x6 BLOCKING PLACED
(2) ROWS OF 8d NAILS
FLATWISE W/ (2) 16d
@ 3" O.C. TOP & BOT.
F1 EXTERIOR
SHEATHING SCHEDULE
NAILS EACH END
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SEE
PLAN
SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL
�I/Ylt�
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
'I *
0 0 0_0_0_0_0_;_0 D= NAIL SPACING
v_ 0 0 0 0 PER NOTE #2
cn N I -T —�--
M D I I SHEATHING PER PLAN
_?
WALL DOUBLE TOP I D/2
PLATE PER PLAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN3/8" S= NAIL SPACING
S 6 S PER NOTE #1
M M
-
SINGLE NAIL EDGE SPACING
NOTE:
MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE
EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR
HORIZONTALLY
1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND
MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP
BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED
NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS
ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE
REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"
1" EDGE 1 1/2" EDGE
1
Od x 3" COMMON
p 2 1/2" z
z
w 1 1/2" z w
w N
N N
N � N
I N 10d x 3" COM mc
10d x 3" COMMON OPP.
SIDE { I z
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(2) 2x4's (2) 2x6's
FO TYPICAL BUILT-UP STUD COLUMN DETAIL
oF� �Ae "I'o
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER -ENG TRUSSES -
PER PLAN
TRUSS CONNECTION
PER PLAN
CMU WALL PER PLAN
10d x 3" COMMC
OPP. SIDE
(2) 2x COLUMN
2 1/2" EDGE
(2) W's
1-1/2"=1'-0"
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OR VINYL SOFFITS
FASTEN PER PILAN ROOF SHEATHNG, 2OF� Z r0
o
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
2x SCAB w/ 10d NAILS
@4"O.C.
ROOF SHEATHING,
PER -ENG TRUSSES -
NAIL PER PLAN
(2) 2x BUILT-UP COL.
DOUBLE TOP PLATE
PRE-ENGINEEREID
SIMPSON SP4 OR SP2
2x BLOCKING W/ (2) 2x TOP PLATE
@ EACH STUD
(2) 12d NAILS @
2x4 PT LEDGER W/
EACH END
�I/Ylt�
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
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0 0 0_0_0_0_0_;_0 D= NAIL SPACING
v_ 0 0 0 0 PER NOTE #2
cn N I -T —�--
M D I I SHEATHING PER PLAN
_?
WALL DOUBLE TOP I D/2
PLATE PER PLAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN3/8" S= NAIL SPACING
S 6 S PER NOTE #1
M M
-
SINGLE NAIL EDGE SPACING
NOTE:
MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE
EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR
HORIZONTALLY
1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND
MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP
BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED
NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS
ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE
REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"
1" EDGE 1 1/2" EDGE
1
Od x 3" COMMON
p 2 1/2" z
z
w 1 1/2" z w
w N
N N
N � N
I N 10d x 3" COM mc
10d x 3" COMMON OPP.
SIDE { I z
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(2) 2x4's (2) 2x6's
FO TYPICAL BUILT-UP STUD COLUMN DETAIL
oF� �Ae "I'o
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER -ENG TRUSSES -
PER PLAN
TRUSS CONNECTION
PER PLAN
CMU WALL PER PLAN
10d x 3" COMMC
OPP. SIDE
(2) 2x COLUMN
2 1/2" EDGE
(2) W's
1-1/2"=1'-0"
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OR VINYL SOFFITS
FASTEN PER PILAN ROOF SHEATHNG, 2OF� Z r0
o
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
2x SCAB w/ 10d NAILS
CONDITION @ CMU WALL
TYPICAL SCAB OVERHANG
3/4"=1'-0"
@4"O.C.
TRUSS AND
PER -ENG TRUSSES -
2x FASCIA
PER PLAN
(2) 8d TOE NAILS TO
PRE-ENGINEEREID
LEDGER
TRUSS CONNECTION
SDS SCREWS @ 16"
PER PLAN
2x4 PT LEDGER W/
I
1/4" x4" TAPCONS @ 12"
2x FRAME WALL PER
O.C.
PLAN
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FASTEN w/ (5) 10d COMMON I w
CONDITION @ CMU WALL
TYPICAL SCAB OVERHANG
3/4"=1'-0"
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA
F12� SECTION @ DOUBLE BEARING I (WFlk STEP @ BEARING FRAME WALL ' (CFO' 1 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN.
3/4"=1'-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
BEAM INTO LONG SPAN AS INDICATED ON BEAM
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
STRAP IS NOT REQUIRED.
PT. POST (AS NOTED)
EXT. AS NOTED
LAP BEAM PLYS AND
NAIL AS SHOWN (5)
0.131 x 3 1/4" NAILS
PER PLY
HTS20 CLIP FROM
POST TO BEAM
EXTERIOR BEAM AS
NOTED PLAN VIEW @ TOP OF POST
PT POST (AS NOTED)
ABU POST BASE
(AS NOTED)
o' 5/8" THREADED ROD w/
o. NUT SET IN ADHESIVE
/SEE FOUNDATION
\ \d ° i � , / PLAN FOR ADDITIONAL
U / INFO
SIDE VIEW @ BASE OF POST
DO CORNER COLUMN FRAMING
I EXTE
3/4"=1'-0"
2x6 SYP #2 LEDGER.
TO STUDS w/ (2) 1/4" X
4'/" SIMPS. SDS
SCREWS @ 16" O.C.
MAX.;
TO GABLE END STUDS
W/ (2) 1/4" X 3'/" SIMPS.
SDS SCREWS @ 16"
O.C. MAX.;
TO MASONRY w/ 2x6
12 PT SYP #2 LEDGER w/
(2) 1/4" x 2 3/4"
4 (MIN.) TAPCONS AT 12" O.C.
SIMPSON H3 CLIP
TRUSS AND
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
2x6 COLLAR TIE HALF WAY
TO STUDS OR BEAM w/
PRE-ENGINEEREID
(2) 1/4" X 4%" SIMPS.
SIMPSON LSTA30 W/
SDS SCREWS @ 16"
MEMBERS ONLY
UP HEIGHT OF VALLEY.
I
ROOF TRUSS -SEE
SHEATHING W/ 8d NAILS 6"
(22) 10d NAILS (ALL
z
SDS SCREWS @ 16" \�L`FASCIAPER
FASTEN w/ (5) 10d COMMON I w
O.C. MAX.;
FRAMING PLAN FOR
TO MASONRY w/ 2x4 PT
CORNER CONDITIONS
g
PRE-ENGINEERED
NAILS @ EACH END (TYP.) p
I
SPACING
EXTERIOR SHEATHING
STRAP AROUND
w
I �
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SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
w
Cl)
EXCEEDS 2'-0" ADD AN
2x6 RAFTER TO 2x8 RIDGE I
ADDITIONAL HGAM10 FROM
CONNECTION
CENTER OF EACH STUD TO
POCKET SGD
CMU @ 32" O.C. MAX
ATTACHMENT BY
BOARD W/ A35 ON ONE SIDE
BUILDER. REFER TO
2x BRG WALL, SEE
MANUFACTURER'S
EACH VERTICAL, EACH PLY.
WRITTEN
STAGGER NAILS AS
OF RAFTER. ATTACH A35 ON
REQUIRED
PLAN FOR STUD SIZE &
W
ADJ RAFTER TO OPP SIDE
SPACING. MIN (2) 2x
SEE FLOOR PLAN FOR
(AS SHOWN)
UNDER GIRDER TRUSS
Q
MORE BRG. WALL INFO
I
U.N.O.
-- — — — —
-----
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FASTEN SYP OR SPF 2X6 (MIN.
/2X8
2x BLOCKING
<
L
WIDTH) PLATE THRU O.S.B -9
SIMPSON LSTA24 EACH
(2)2xTOPPLATE
SHEATHING (THICKNESS PERSTUD
COV 8
QZ nrn
1
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PLAN) TO PRE -ENG TRUSS
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PRE -ENG. ROOF
BUILT-UP W/(2)
SIMPSON SDS SCREWS 2x6
ARD
PLAN FOR STUD SIZE &TRUSS
PER PLAN
ROWS OF 10d NAILSPLATE
TO TOP CHORD OF
EV. 2x VALLEY RAFTER
SPACING. MIN (2) 2x
UNDER GIRDER TRUSS
SEE PLAN FOR
STAGGERED @ 8"Ff
O.C.
EACH TRUSS BELOW 2x6's @ 24"
FRAMING (OR PRE -ENG VALLEY TRUSSES)
U.N.O.
CONNECTION
O.C. MAX.
TO 2x PLATE WITH SIMPSON MTS12 OR
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA
F12� SECTION @ DOUBLE BEARING I (WFlk STEP @ BEARING FRAME WALL ' (CFO' 1 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN.
3/4"=1'-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
BEAM INTO LONG SPAN AS INDICATED ON BEAM
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
STRAP IS NOT REQUIRED.
PT. POST (AS NOTED)
EXT. AS NOTED
LAP BEAM PLYS AND
NAIL AS SHOWN (5)
0.131 x 3 1/4" NAILS
PER PLY
HTS20 CLIP FROM
POST TO BEAM
EXTERIOR BEAM AS
NOTED PLAN VIEW @ TOP OF POST
PT POST (AS NOTED)
ABU POST BASE
(AS NOTED)
o' 5/8" THREADED ROD w/
o. NUT SET IN ADHESIVE
/SEE FOUNDATION
\ \d ° i � , / PLAN FOR ADDITIONAL
U / INFO
SIDE VIEW @ BASE OF POST
DO CORNER COLUMN FRAMING
I EXTE
3/4"=1'-0"
2x6 SYP #2 LEDGER.
TO STUDS w/ (2) 1/4" X
4'/" SIMPS. SDS
SCREWS @ 16" O.C.
MAX.;
TO GABLE END STUDS
W/ (2) 1/4" X 3'/" SIMPS.
SDS SCREWS @ 16"
O.C. MAX.;
TO MASONRY w/ 2x6
12 PT SYP #2 LEDGER w/
(2) 1/4" x 2 3/4"
4 (MIN.) TAPCONS AT 12" O.C.
SIMPSON H3 CLIP
TRUSS AND
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
INSTALLED ABOVE, FASTEN
TO STUDS OR BEAM w/
(4) 10d NAILS FOR
(2) 1/4" X 4%" SIMPS.
CONY. FRAMED
SDS SCREWS @ 16"
MEMBERS ONLY
O.C. MAX.;
16" O.C. FASTEN EXT.
TO GABLE END STUDS
SHEATHING W/ 8d NAILS 6"
W/ (2) 1/4" X 3'/" SIMPS. 3'-0" MAX
O.C. AT EDGES AND 12" O.C.
SDS SCREWS @ 16" \�L`FASCIAPER
IN FIELD. FASTEN TOP
O.C. MAX.;
COMMUNITY SPECS
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
6�0TYPICAL SHED ROOF DETAIL
@ 32" O.C. & MIN. 6" FROM
NOT USED
2x4's
p
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C
0
a
EDGE DISTANCE
PER DETAIL
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4) 10d x 3"
NAILS AT JOINT
2x FASCIA
(2) 8d TOE NAILS
TO LEDGER
2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C.
ccc ci cv cno
CONDITION a@ FRAME WALL
PRE ENGINEERED
TRUSS AND
IF PERPENDICULAR TRUSS
CONNECTIONS PER
INSTALLED ABOVE, FASTEN
PLAN TYP.
2x8 #2 SYP TOP PLATE TO
TRUSS W/ (2) 12d TOENAILS
2x8 SYP #2 P.T. VERTICAL @
16" O.C. FASTEN EXT.
a
•
SHEATHING W/ 8d NAILS 6"
O.C. AT EDGES AND 12" O.C.
IN FIELD. FASTEN TOP
PLATE TO VERTICAL STUDS
W. (4) 12d NAILS
p?
HGAM10 TOP AND BOTTOM
C)
PLATE TO CMU WALL W/ (4)
j
1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
'
@ 32" O.C. & MIN. 6" FROM
.
ENDS. IF HEADER HEIGHT
EXCEEDS 2'-0" ADD AN
`�.
ADDITIONAL HGAM10 FROM
CENTER OF EACH STUD TO
POCKET SGD
CMU @ 32" O.C. MAX
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM
BUILDER. REFER TO
PLATE W/ (3) 12d NAILS @
MANUFACTURER'S
EACH VERTICAL, EACH PLY.
WRITTEN
STAGGER NAILS AS
SPECIFICATIONS
REQUIRED
SO HEADER @ POCKET SLIDER
1/2"=1
LEDGER @ LOW ROOF
10dx3"
10d x 3" OPP. SIDE
WCE PER
STRUCTURAL
SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 #2 SYP CONT. W/
(2) 16d COMMON
NAILS EA. STUD OR
TRUSS MEMBER,
TYP. (MAX. 24" O.C.).
IF MASONRY, USE (2)
1/4" TAPCONS W/
MIN. 2" EMBED. @ 24"
O.C.
TRUSS OR ROOF
SYSTEM
WOOD/MASONRY
WALL OR TRUSS,
SEE PLAN
3/4"=1'-0" I � 1/2"=1'-0" I
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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DATE:
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SD3
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED —
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO
FRAME CONNECTION
SEE STANDARD
CONNECTOR NOTES
BEARING
SEE PLAN
SEE ARCHITECTURAL
PLAN FOR OVERHANG
INFO
WINDOW AS
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10,
WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
SEE PLAN
BOND BEAM
Q.
LINTEL AS PER PLAN
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SEE PLAN
DBL. TOP PLATE
HDR. PER PLAN
MIN 2x4 SPF #2 STUDS
@ 16" O.C. SEE PLAN
FOR MORE INFO.
INT. FINISH PER PLAN
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION
FLOOR SYSTEM DRAFT—m=
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
PRE-ENGINEERED
ROOF TRUSSES AT 24"
O.C.
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
TRUSS STRAP -SEE —
FRAMING PLAN FOR
CONNECTIONS
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
TYPICAL TRUSS TO
PRECAST SILL OR SILL
'
PER WINDOW
W/(18) 16d x 22" NAILS
MANUFACTURER
SEE STANDARD
WRITTEN
NAILING SCHEDULE.
SPECIFICATIONS
FRAMING PLAN) & $"
EXT FINISH PER PLAN
FLOOR GIRDER OR
VERT REINF. BEYOND 1
■ e
W/ 2x CRIPPLE STUDS
MASONRY WALL PER
ALL THREAD W/7" MIN.
PLAN f :.
REFER TO PLAN FOR
fit
(1) SIMPSON LSTA30
FIN. FLR.
USING SIMP. SET
STRAP CENTERED
INFO.
a � nfi.
GRADE �. ! .�! \
DBL. TOP PLATE
HDR. PER PLAN
MIN 2x4 SPF #2 STUDS
@ 16" O.C. SEE PLAN
FOR MORE INFO.
INT. FINISH PER PLAN
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION
FLOOR SYSTEM DRAFT—m=
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
PRE-ENGINEERED
ROOF TRUSSES AT 24"
O.C.
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
TRUSS STRAP -SEE —
FRAMING PLAN FOR
CONNECTIONS
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
TYPICAL TRUSS TO
SIMP. HTT4
TO BOT. (RIBBON/
FRAME CONNECTION.
W/(18) 16d x 22" NAILS
BEAM) ATTACHED PER
SEE STANDARD
TO POST (U.N.O. ON
NAILING SCHEDULE.
CONNECTOR NOTES
FRAMING PLAN) & $"
(2) 2x SILL AT WINDOW
FLOOR GIRDER OR
A A
W/ 2x CRIPPLE STUDS
BEAM; SEE PLAN
ALL THREAD W/7" MIN.
AT EA END NAILED TO
REFER TO PLAN FOR
EMBEDMENT INTO TIE
(1) SIMPSON LSTA30
BUILT-UP COLUMNBEAM
USING SIMP. SET
STRAP CENTERED
INFO.
EPDXY FLOOR TRUSS PER
BETWEENCOLUMN
BUILT-UP COLUMN
PLAN
AND LBEAM
PRE -ENG. FLOOR
PROVIDE SOLID
BELOW W/ (22) 10d
SYSTEM - IF NO FLOOR
BLOCKING BELOW SEE DETAIL WS11THIS
NAILS
SYSTEM INSTALL
COL. EVEN WITHIN SHEET FOR MORE INFO
& SP8 @ 2x8 STUDS)
KNEEWALL & PROVIDE
FLOOR TRUSS MASONRY WALL SEE
MASONRY WALL SEE
SOLID BLOCKING
PLAN FOR MORE INFO
(2) SIMPSON LSTA18
UNDER COLUMN
(2) SIMPSON META16
STRAPS CENTERED C
PRE-ENGINEERED
ROOF TRUSS- SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN
WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER
LATERAL LOADS
NAILING SCHEDULE SIMPSON LSTA24
STRAP W/ (22) 10d
NAILS. BEND STRAP
OVER TOP PLATE MAX.
3", THEN RUN DOWN
FACE OF JAMB STUDS/
HEADER
EXTERIOR SHEATHING
FROM TOP OF WALL
FLOOR TRUSS SEE
FLOOR SH
TO BOT. (RIBBON/
FRAMING PLAN FOR
2x 2ND FLOOR STUDS
BEAM) ATTACHED PER
CONNECTION INFO.
SEE PLAN FOR MORE(2)
NAILING SCHEDULE.
POST BELOW U.N.O.
HEADER
(2) 2x SILL AT WINDOW
FLOOR GIRDER OR
A A
W/ 2x CRIPPLE STUDS
BEAM; SEE PLAN
SEE FLOOR FRAMING
AT EA END NAILED TO
ABOVESO TYPICAL GIRDER COL. CONNECTION fi
SO TYPICAL GIRDER COL. HIGH BEAM
BAND JOIST & BLKG
OR LVL GIRDER
FLOOR SH
3/4"=1'-0"
SOLID SHEATHING @
2x 2ND FLOOR STUDS
\
MTSC40 POST ABV. TO
SEE PLAN FOR MORE(2)
SIMPSON LSTA18
POST BELOW U.N.O.
HEADER
STRAPS CENTERED C
PROVIDE SOLID
A A
FLOOR W/ (14) 10d
BLOCKING WITHIN FLR.
SEE FLOOR FRAMING
NAILS
SYSTEM TO MATCH
PLAN FOR FLOOR
COL. DIMENSION
SYSTEM INFO. J
vZZ S
REFER TO PLAN FOR
END
(2) H5 EA. FLOOR
BUILT-UP COLUMN
hFFT (USE SP6 @ 2x6 STUDS
ATTACH 2x STUDS W/
INFO.
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" O.0
CONNECTION
STRAPS CENTERED @
& SP8 @ 2x8 STUDS)
BEARING WALL PER
FLOOR W/ (14) 10d
& SP8 @ 2x8 STUDS)
PLAN BEYOND
NAILS '
MASONRY WALL SEE
COLUMNS
NAILS. BEND STRAP
(2) SIMPSON LSTA18
MID -HEIGHT BLOCKING
(2) SIMPSON META16
STRAPS CENTERED C
PER BEARING WALL
FLOOR TRUSS TO
FLOOR W/ (14) 10d
SCHEDULE
MASONRY WALL
NAILS
(3) 2x STUD PACK —
COLUMN BASE
EXT. SHEATHING
ATTACH PER NAILING
CONNECTION PER
FLUSH W/ FACE OF
SCHEDULE
PLAN
MASONRY ATTACHED
W
PER NAILING
ATTACH 2x STUDS W/
REFER TO
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.0
FOUNDATION PLAN
1/8" GAP BETWEEN
FOR FTG.
SHEATHING AND
i FLOOR PLAN FOR MIN.
INFORMATION
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
Q
MASONRY WALL PER
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
HEADER SIZE & REQ'D
PLAN
SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16
MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER I JWSO9� 2nd FLOOR CORNER FRAMING ATTACHMENT
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0"
15/32" OR 7/16" OSB.
ATTACH TO FLOOR
CALIFORNIA CORNER A -A
STANDARD CORNER A -A
(3) 2x STUDS
(4) 2x STUDS
STUD PACK W/ 10d
NAILS @ 8" O.C. THEN
STUDS @ 16" O.C.
ATTACH SILL W/ (2) 10d
3/4"=1'-0"
TOENAILS AT EA. END
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
CLIP AT EA. END FOR
OPENINGS GREATER
THAN 4' BUT LESS
THAN 6'
SIMP. HTT4
W/ (18) 10d x 22" NAILS
TO POST (U.N.O. ON
FRAMING PLAN) & e"
ALL THREAD W/ 7" MIN.
EMBEDMENT INTO TIE
BEAM USING SIMP. SET
EPDXY
TRUSS W/ 8d NAILS AT FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN
16" O.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING
BOTTOM CHORDS FRAMING NOTES 2x STUDS ,SEE FRAMING NOTES NAILING SCHEDULE SCHEDULE
FRAMING PLAN FOR 2x STUDS ,SEE
FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE
2x4 #2 SYP BLOCKING SPACING AND GRADE
@ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR
AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE
TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN
2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. 2x BOTTOM PLATE W/ A35 EA. END TO VERIFY SIZE
AGAINST TRUSS (2) 12d @ 12 O.C. (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/
VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C.
W/ (3) 12d NAILS EACH O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3"
END TO BOTTOM PLATE/ O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING
TOP CHORD TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE
TOP RIBBON
PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN
2x SYP #2 RIBBON MIN
SYS. 42 FLOOR OR FIELD FRAME 2x4 ( 2x4) TO TRUSS W/ (4)
KNEE WALL, STUDS @ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM
CONC. SLAB - TRUSSES @ 24" O.C. 16" O.C. W/ 2 16d NAILS; BOTTOM
SEE FOUNDATION (MAX) () 16d NAILS RIBBON TO BE PT IF
RIBBON TO BE PT IF
PLAN FOR MORE INFO @ EACH END. TRUSS TO U BRG DIRECTLY ON CMBRG DIRECTLY ON
CMU W/ STRAP PER CMU
STANDARD CONNECTOR (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @
NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL
MASONRY WALL PER(1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA.
PLAN I... O.C. WALL SHEATHING PLAN I.,. BOTTOM RIBBON MASONRY OR MTS12 RIBBON
SEE FOUNDATION NOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU WALL TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED
TYPICAL TWO STORY SECTION -SYSTEM 42 fiSl TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION AS1 1� CANTILEVERED FI_00R TRl1SS C:ONNFC:TInK]
FLOOR SHEATH
PER PLAN ATTA,
PER NAILING
SCHEDULE
FLOOR TRUSSE
PLAN
(2) H2.5A TRUSS
BEAM U.N.O.
BEAM PER PLAN
3/4"=1'-0"
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-0"
wloum
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
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ADDITIONAL INFO
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W
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SECTION AT BALCONY
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IF SHEATHING IS NOT
CONT. TO BOTTOM OF
FLOOR TRUSS,
SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
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LUS46 TO LEDGER
2x12 #2 SYP CONT.
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3/4"=1'-0"
3/4"=1'-0"
NOTE:
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FLOOR SH
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HEADER
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NO MOISTURE BARRIER
TOENAILS
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SEE FRAMING PLAN
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(2) H5 EA. FLOOR
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yFFp
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FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
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STRAP W/ (22) 10d
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0
(2) 2x SPF TOP PLATE
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U.N.O. ON PLAN
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W
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HEADER
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
2x BRG WALL W/
SIMPSON SP2 @ TOP &
SPI @ BASE. LSTA18
OR MTS12 MAY BE
USED @ BASE
EXTERIOR SHEATHING
ATTACH PER NAILING
SCHEDULE
(2) 2x4 #2 SYP
BLOCKING W/ SIMPSON
HUC24-2 EACH END,
USE (4) 10d & (2) 10d
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 W/ HUC26-2.
2x8's MIN. SPF #2 @ 16"
O.C. MAX W/ MID POINT
BLOCKING (U.N.O.)
2x BASE PLATE W/(2) 2x BRG WALL W/ SIMPSON SP2 @ MSTAM24 EA. SIDE OF -
12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR
USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL
OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW (9) 1 Od
2x BLOCKING W/ (2) 12d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1//44
"x2
NOT REQ'D IF STUD IS TO TRUSS BELOW) 3/4" TAPCONS PER
TOENAILS EACH END STRAP; CENTER
CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN
2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND
12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d
FRAME WALL
TOENAILS EACH END FLOOR TRUSS PER
3/4" FLOOR SHEATHING (2) 2x4 #2 SYP 1 PLAN CONTRACTOR MAY USE
ATTACHED PER BLOCKING W/ SIMPSON SIMPSON HTT4 AT
NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS
USE (4) 10d & (2) 10d INSTEAD OF INDICATED
NAILS. UNDER EXTERIOR FLAT STRAP.
WINDOW JAMBS USE SEE PLAN INTERIOR FLAT STRAP
SEE PLAN(2) 2x6 W/HUC26-2. IS STILL REQUIRED AT
90 JAMB STUD CONDITION
LOW ROOF TRUSS SEE
TRUSS PLAN FOR SEE ARCHS FOR —�
LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND
TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH
CONNECTIONS ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER -
MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN
OR WOOD WALL PER ON WOOD USE HGA PLAN
PLAN CLIPS @ 24" O.C.)
) SECTION @ RAISED HEEL TRUSS g1 SECTION @ COMBO TRUSS
(2) 2x SYP #2
BUILT-UP STU[
COLUMNS
3ER BY OTHERS
3S PER PLAN
'ER PER PLAN
(2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT
ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN
w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS
LEDGER @ GIRDER
3/4"=1'-0"
WALL SPLICE DETAILS
EXTERIOR SHEATHI"'^
EXT. FINISH PER
2x8 MIN. SPF #2 @ 16"
v
ROOF AND EXTERIOR
ARCHS
O.C. - SEE FRAMING
(CONT. LEDGER w/ (2)
PLATE ATTACH PER
F
PLAN FOR MORE INFO.
NAILING SCHEDULE
2X8 #2 SYP CONT.
I
2x4 BLOCKING
ISIMPSON H2.5 EA.
NAILS. ATTACH NAILS
ATTACH PER NAILING
BETWEEN STUDS W/
i
SCHEDULE
SHEATHING PER PLAN
(2) 12d TOE NAILS
WF16/
NAILS AT EA. SIDE OF
ATTACH PER NAILING
EACH END
I
SIMPSON LUS26 OR
SCHEDULE
I
TRUSS PER PLAN
°
2x8 #2 SYP P.T. SILL
o
MIN. 2x6 #2 SYP CONT. I
8" CMU WALL, TYP.
PLATE W/ 1/2" EPDXY
SEE FLOOR
STUDS ABOVE
FRAMING PLAN FOR
ANCHOR BOLT OR
MORE INFO. VERIFY
I
PLAN FOR LOCATION
J -BOLT W/ MIN. 7"
2x8 #2 SYP P.T. SILL
.
STA30 HEADER
23/411 EMBED. @ 32" O.C. & 3"
PLATE W/ 1/2" EPDXY
16" TALL RAISED HEEL
FROM EA.END
ANCHOR BOLT OR
TO BUILT UP STUD
EXTENSION
FLOOR GIRDER SEE
J -BOLT W/ MIN. 7"
SIMPSON LUS26. USE
RECESS LEDGER INTO
CONNECTION
EMBEDMENT @ 32"
LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/
MAX 1/8" GAP
O.C. & 3" FROM EACH
TRUSS
LTRUSS SHOP
BETWEEN SHEATHING
END
°
LRAWINGS----------------------J
AND CMU
2x8 SYP #2 LEDGER W/
SIMPSON CS18
MIN. (4) 16d NAILS TO
0
BELOW
EACH STUD (AT EACH
CONT. #5 IN TIE BEAM
EXT. FINISH PER
ARCHS
RECESS LEDGER
SIDE T. USE (4)
°
.-
NAILS)
WALL SPLICE DETAILS
EXTERIOR SHEATHI"'^
SEE2N1
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FROM TOP OF WALL
I TRUSS TO LEDGER
ROOF AND EXTERIOR
TO BOTTOM OF SILL
SHEATHING
(CONT. LEDGER w/ (2)
PLATE ATTACH PER
F
NAILING SCHEDULE
NAILING SCHEDULE
2X8 #2 SYP CONT.
I
ROOF SHEATHING —
ISIMPSON H2.5 EA.
NAILS. ATTACH NAILS
ATTACH PER NAILING
(TRUSS
i
SCHEDULE
I
O.C. MAX. (INSTALL (4)
WF16/
NAILS AT EA. SIDE OF
I
PRE-ENGINEERED —
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SIMPSON LUS26 OR
(2) 2x TOP PLATE
I
TRUSS PER PLAN
I
BEARING WALL
o
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8" CMU WALL, TYP.
I
SEE FLOOR
STUDS ABOVE
FRAMING PLAN FOR
LEDGER W/ (2) Y4'"x3-1/2"
MORE INFO. VERIFY
I
PLAN FOR LOCATION
SDS WOOD SCREWS @ — — — — — — — _
I-
W/ (2) 10d TOE NAILS
.
STA30 HEADER
16" O.C. MAX. & 3"
LOW ROOF TRUSS W/
16" TALL RAISED HEEL
SIMPSON CS18
FROM EA. END - USE
TO BUILT UP STUD
EXTENSION
FLOOR GIRDER SEE
(3) SCREWS FOR 24" I
SIMPSON LUS26. USE
RECESS LEDGER INTO
CONNECTION
O.C. I
LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/
STUDS ABOVE ARE
I
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OPT. TRUSS RECESS LEDGER
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TO STUDS W/ 3-16d
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I SIMPSON H2.5 I
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NAILS. ATTACH NAILS
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INTO END OF EA.
O.C. IS REQUIRED w/ SHOP DRAWINGS I
FLOOR TRUSS, 24"
L --------------------------J
OPT. TRUSS RECESS LEDGER
SECTION @ LOW ROOF
3/4"=1'-0"
NOT USED
LEDGER @ OPEN TO BELOW
3/4"=1'-0"
2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
ALIGN 2ND FLOC
TOE NAILS.
STUDS w/ 1ST FI
ROOF AND EXTERIOR
STUDS
SHEATHING
TOENAILS EACH SIDE
ATTACHED PER
(2) 2x SPF#2 BAE
NAILING SCHEDULE
PLATE. ATTACH
2X8 #2 SYP CONT.
W/ (2) 16d NAILS
LEDGER W/ (4) 16d
TRUSS, THEN Al
NAILS. ATTACH NAILS
2ND PLY W/ (2) 1
INTO END OF EA.
@ 12" O.C.
FLOOR TRUSS, 24"
SIMPSON CS18 F
O.C. MAX. (INSTALL (4)
WF16/
NAILS AT EA. SIDE OF
PLYWOOD FLOORING —
G.T.)
SEE FLOOR FRAMING
SIMPSON LUS26 OR
(2) 2x TOP PLATE
IF 2 -PLY TRUSS
SEE PLAN FOR
SIMPSON LUS26-2
BEARING WALL
TRUSS TO LEDGER
REQUIREMENTS
8" CMU WALL, TYP.
STUDS TO ALIGP
SEE FLOOR
STUDS ABOVE
FRAMING PLAN FOR
\
MORE INFO. VERIFY
PLAN FOR LOCATION
MOE INFO
AND DIRECTIONfi
FZ SECTION @ 2 -STORY BRG.
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
2x8 #2 SYP SILL PLATE
W/ Y2' EPDXY ANCHOR
OR J -BOLT @ 32" O.C.
W/ MIN. 7" EMBEDMENT
& 6" FROM EACH END
MASONRY WALL PER
PLAN
SECTION @ OPEN TO ABOVE
12
PER PLAN
(2) 2x TOP PLATE —
(2) 2x HEADER SEE —
PLAN FOR MORE INFO
& CONNECTIONS
O.H.
PER ELEV.
EXT. SHEATHING 2x4 NAILER W/ (2)
ATTACH PER NAILING 16d NAILS @ 16" O
SCHEDULE 2x4 STUDS @ 16"
1/2" GYP. BOARD
SIMPSON H10A @
EACH DIAGONAL
BRACE
SEE LD02/SD3
FOR MORE INFO. CS18 EA. STUD A
TO STUD BELOW
END LENGTHS &
(18)-18d NAILS
2x BOTTOM PLAT
ATTACH TO DOUB
TOP PLATE W/ (2)
4-1/2" SDS SCREW
12" O.C., STAGGER
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PLATE, SP8 TOP AND WITH ROOF LOAD
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WALL SCHEDULE
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CONNECTION &
BOTTOM PLATE
ANCHORS
F1 BRACING al 2 STORY FRAME WALL
PRE ENGINEERED
TRUSSES @ 24" O.C.
MAX. PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
FINISH
TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
SEE LD02/SD3 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
TO BEARING WALL — SEE TRUSS LAYOUT
USING SIMPSON H10A FOR TRUSS LOCATION
U.N.O. ON FRAMING & CONNECTION INFO
PLANS
3/4"=1'-0"
F151 TYPICAL CONNECTION @ GIRDER OR BEAM
SHEATHING CONT. TO
.C. 2nd STORY WALL
BOTTOM PLATE
O.C. ATTACH PER NAILING
SCHEDULE
ROVE
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E
LE
1 /4" x
S @
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BOTTOM PLATE 1-1/4"
(MIN.)
NG 2x LEDGER TO UPPER
FOR
1 "=1'-0"
FLOOR WALL W/
1/4" X 3-1/2" SIMPSON
SDS SCREW @ 16" O.C.
(2) 2x4 TOP PLATE
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WINDOW SEE PLAN
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FOR LOCATION
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U_
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.
STA30 HEADER
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PLATE, SP8 TOP AND WITH ROOF LOAD
BOTTOM ARE REQ'D REFER TO BEAR(
WALL SCHEDULE
CMU WALL PER PLAN STUD BASE
CONNECTION &
BOTTOM PLATE
ANCHORS
F1 BRACING al 2 STORY FRAME WALL
PRE ENGINEERED
TRUSSES @ 24" O.C.
MAX. PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
FINISH
TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
SEE LD02/SD3 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
TO BEARING WALL — SEE TRUSS LAYOUT
USING SIMPSON H10A FOR TRUSS LOCATION
U.N.O. ON FRAMING & CONNECTION INFO
PLANS
3/4"=1'-0"
F151 TYPICAL CONNECTION @ GIRDER OR BEAM
SHEATHING CONT. TO
.C. 2nd STORY WALL
BOTTOM PLATE
O.C. ATTACH PER NAILING
SCHEDULE
ROVE
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E
LE
1 /4" x
S @
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(MIN.)
NG 2x LEDGER TO UPPER
FOR
1 "=1'-0"
FLOOR WALL W/
1/4" X 3-1/2" SIMPSON
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(2) 2x4 TOP PLATE
(2) 2x SPF TOP
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MAX. W/ 6 MIN. EMBEDMENT & 2 OVER W/ (5) 10d NAILS INTO TOP PLATE AND
WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER
OSEE HEADER SUPPORT SCHEDULE
ON NOTES & CONNECTOR LEGEND
SHEET FOR REQUIRED QUANTITY
OF JACKS / KINGS. # OF STUDS TO
MATCH BETWEEN FLOORS
2 STORY INTERIOR BEARING WALL
3/4"=1'-0"
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BOTTOM OF EA. STUD
PER BEARING WALL
SCHEDULE
ALL CS18 STRAPS TO HAVE MIN
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ATTACHED PER NAILING SCHEDULE
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R
2x4 BLOCKING W/ (2)
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(5) 16d NAILS
DIAGONAL BRACE TO
BLOCKING
PROVIDE 2x4 SYP #2
CONT. BRACE W/ (2)
16d NAILS EACH
DIAGONAL BRACE.
TRUSSES PER PLAN
2X4 SYP #2 DIAGONAL
BRACE @ 48" O.C. MAX
45° FROM
HORIZONTAL BRACE
NOT REQUIRED
6' FROM EAVES.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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TRUSSES PER PLAN
2X4 SYP #2 DIAGONAL
BRACE @ 48" O.C. MAX
45° FROM
HORIZONTAL BRACE
NOT REQUIRED
6' FROM EAVES.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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STRUCTURAL ENG: BAD
DRAFTING:
-STRUCT:
MB
QC CHECK:
CC
JOB No.
DWH-0205375
SCALE:
AS INDICATED
DATE:
5/31/18
SD5
00
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2
MIN. (3) 2x SYP
STUDS REQ'D
OF LANDING V
16d NAILS FRO
LEDGER TO S1
PACK
STANDARD (3) 2
STRINGERS W/
SIMPSON A35 / i
CLIP TO FLOOR
SYSTEM & LANE
FRAMING
(2) 2x BEAM PER
SCHEDULE REQ'D
END OF LANDING 1
STRINGERS TO IvlltJ .�rriv ow�,r�nvv
CONNECT TO. BEAM TO MATCH JOIST
TO BEAR DIRECTLY ON DEPTH W/ (3) 10d
BUILT UP COLUMNS TOENAILS EACH END
BELOW
A -A PLAN VIEW @ 90 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
MIN. (3) 2x SYP #2
STUDS REQ'D @ EN
OF LANDING W/ MIN
16d NAILS FROM
LEDGER TO STUD
PACK
STANDARD (3) 2X12
SYP #2 STRINGERS
SIMPSON A34 / A35
CLIP TO FLOOR
SYSTEM & LANDINC
FRAMING
GA VVIV 1 V r VI\
END OF LANDING FOR SCHEDULE @ LANDING
STRINGERS TO @ 16"O.C. W/ SIMPSON
CONNECT TO. BEAM A35 OR LUS26 HANGER
TO BEAR DIRECTLY ON ON EACH SIDE
BUILT UP COLUMNS
BELOW
A -A PLAN VIEW a@ 180 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND
BOTTOM CHORD
I -JOIST PER FRAMING
PLAN W1 SQUASH
BLOCK OR
BEAM/FLOOR TRUSS
PER PLAN
2x12 STRINGERS ONE —�
ON EACH SIDE AND
ONE @ MID -SPAN A
A34 @ EA. STRINGER
TO LANDING
2x ATTACHED TO
STRINGER
2x12 STRINGERS ONE
ON EACH SIDE AND
ONE @ MID -SPAN
A35 CONNECTION
2X8 P.T. SPF #2 (MIN.)
LET -IN FASTEN TO
SLAB USING MIN. (4) 4"
X 3" EVENLY SPACED
TAPCONS @ MIN. END
DISTANCE OF 1-1/2"
A35 @ EA. STRINGER
TO LANDING
SEE ARCHS. FOR MAX.
RISE OF STEPS AND
MIN. TREAD DEPTH
(2) 2X BEAM PER
SCHEDULE @ END OF
LANDING FOR
STRINGERS TO
CONNECT TO. BEAM
TO BEAR DIRECTLY ON
BUILT UP COLUMN
BELOW.
MIN. (3) 2x4 SPF #2
COLUMN
STANDARD (3) 2X12
STRINGERS W/
SIMPSON A34 CLIP TO
FLOOR SYSTEM
LINE UP 2xJOIST IN
LINE WITH MIDDLE
2x12 STRINGER TO BE
UTILIZED AS BLOCKING
2xJOISTS @ LANDING
@ 16"O.C. W/ SIMPSON
A35 OR LUS26 HANGER
ON EACH SIDE
2xJOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
3/4" PLYWOOD OR OSB
SHEATHING OVER
LANDING ATTACHED
PER GENERAL FLOOR
CONSTRUCTION
NOTES
MID SPAN BLOCKING
TO MATCH JOIST
DEPTH W/ (3) 10d
TOENAILS EACH END
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
2x JOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
6" MIN.
re
STAIR WINDER DETAIL
2xJOIST LEDGE
IF ATTACHING
MASONRY WAE
SIMPSON A35
CONNECTIONS
MASONRY WALI
FRAME WALL BI
PLYWOOD SHEATHING
OVER LANDING
ATTACHED PER
GENERAL FLOOR
CONSTRUCTION
NOTES
BEAM @ END OF
LANDING PER
SCHEDULE
B -B CROSS SECTION OF BEAM TO LEDGER
STRINGERS TO BE
NOTCHED AT LANDING
(3) 16d TOENAILS
PENDING LANDING
HEIGHT AND PLAN
LAYOUT. HEADER
WITHIN SUPPORT
WALL COULD BE
REQUIRED. SEE PLAN
FOR REQUIRED
HEADER AND
SUPPORT
INFORMATION.
2x JOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
WOOD OR MASONRY
WALL SEE PLAN FOR
MORE INFO
2x JOIST PER
SCHEDULE
HEIGHT OF LANDING
R
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
SPACED/CENTEREI
(3) 2x12
2x8
8'-0"
12'-0"
(2) 2x12
2x6
6'_011
(1) 2x12
w
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2x6
4'-0"
(3) 2x12
2x8
8'-0"
11'-0"
(2) 2x12
2x6
6'_0"
(1) 2x12
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(1) 2x8
2x6
4'-0"
(3) 2x12
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10'-0"
(2) 2x12
2x6
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2x6
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2x6
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(2) 2x12
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8'-0"
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0
(1) 2x8
2x6
5'-0"
W
(3) 2x12
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(2) 2x12
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(2) 2x12
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U_
0
(1) 2x8
2x6
6'-0"
� PE FLOOR PLAN NOTE:
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
Q 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT
ST01 GENE RAL LANDING & 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL
STAIR FRAMING INFO SCALE: 3/4" = 1'-0" (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.
4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID
UNDER BEAMS LESS THAN 2x12)
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LL
NOT USED
NOT USED
2x6 VERTICAL @ 6'-0"
O.C. MIN. AND @ ANY
OPENING W/IN
HANDRAIL
KNEEWALL
SECTION X -X
OL SEE ARCH PLAN
MAX. 4'-0" ABOVE FLO(
2x4 #2 SPF STUDS
@ 24" O.C. 2x4 SILL PLATE W/ (2
10d NAILS @ 4" O.C.
(NOTCHED @ 2x6
VERTICAL LOCATION
NOTCH SILL PLATE
FOR VERTICAL
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NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C.
@ ANY OPENING
2x4 CONT. TOP PLATE
ATTACH TOP PLATE TO
STUDS W/ (2) 16d TOE
NAILS
2x4 #2 SPF STUDS @
24" O.C. W/ (2) 12d
TOENAILS BOTTOM
NOTCH SILL AND
PLYWOOD FLOORING
TO ALLOW VERTICAL
TO SLIDE DOWN TO
FACE OF TRUSS
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TO TRUSS (3) Y4
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EQUALLY
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TO SLIDE DOWN TO
FACE OF TRUSS
ATTACH 2x6 VERTICAL
TO TRUSS W/ (3) Y4' x 3"
SDS WOOD SCREWS
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10d NAILS @ 4" O.0
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GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
TABLE R301.5 (FBC 6TH EDITION)
W Q �M
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CONT. BRACE & 10d 0 0> 0 Q '�
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FLOOR SHEATHING z IZ o 2 w N
ATTACH 2x4 TO TRUSS W STRUCTURAL ENG: BAD
W/ (2) "x3" SDS U) DRAFTING:
SCREWS EQUALLY
SPACED & CENTERED-STRUCT: MB
IN TRUSS �
U QC CHECK: CC
� --
CC JOB No. DWH-0205375
EQUALLY AS INDICATED
SPACED/CENTERED IN TRUSS SEE PLAN Q SCALE:
TRUSS TO OUTSIDE Z DATE: 5/31/18
rST03 SECTION HANDRAIL W/ FACE OF TRUSS w
11 _ 1 " SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR w
FLOOR TRUSSES SCALE: 3/4 -1-0
N.T.S. �
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2
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.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.