HomeMy WebLinkAbout2952 Gipper Cir 18-2550 (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 1", 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 -13 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 Wine 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 150 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 REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAM FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING T ) TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
EA. END. NOTE: PLYWOOD EDGES @ 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-B3 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-133. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 900,46 OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-133).
-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.
STRUCTURAL STEEL
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 LINO (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 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
STRUCTURAL NOTES & COVER
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
0 VALUE DENOTES SUCTION
AREA
G
O5
10
(+) 21.2
(+) 21.2
PLN -1
- 22.9
- 28.3
20
(+) 20.2
(+) 20.2
UTILITY PLAN
(-) 22.0
- 26.4
(+) 19.0
(+) 19.0
50
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
FRONT AND REAR ELEVATIONS
(-) 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
RFP -1
(+)18.4
+
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 ,, l
5 5
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
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
--��-gig---
DATE
SANFORD BUILDIN DIVISION
IPE r,"J1IT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TG PROCEED WITH THE WORK AND NOT AS
AUTHOPI TY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPAC710N TEST
REQUIRED
Results to be Verified
at Stab Inspection
David Weekley Homes
REAGAN POINTE- LOT 5
MODEL 7510 LUBBOCK ELEVATION C
GARAGE NORTH
2952 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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FOUNDATION FORMS PLAN
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INT -1
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ELV-2
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SD2
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SD3
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SD4
TWO STORY DETAILS
SD5
TWO STORY DETAILS
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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* 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.
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ARE ABOVE.
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* 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 4 -IN -
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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. TUB/WALL HTS 20" OR 23" PER TUB SPECS.
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* 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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* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
(2) # 2/0 XHHW ALUMINUM CONDUCTORS
(1) # XHHW ALUMINUM NEUTRAL
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ELECTRICAL MATERIALS AND INSTALLATIONS
SHALL COMPLY W/ APPLICABLE PROVISIONS OF
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#
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DATE
DESCRIPTION
1.
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04-05-16
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06-07-16
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09-07-16
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HCR (s)
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11-4-16
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7
LW
12-6-16
- REMOVED IST RISER FROM STAIRS
ELEV B & C:
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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:
- REVISE WINDOWS AT STAIRWAY TO BE FIXED GLASS ILO SH, REMAINING THE SAME SIZE
9
MR
6-27-17
ALL ELEV:
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10
JS
12-14-17
ALL ELEV:
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11
JS
12-20-17
ASR R
#
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SECTION R506.2.3 FOR REQUIRED LOCATIONS
DO
SD1LLj
PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
AIC PAD
DO
D1
10
u7
VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO
WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET
FORTH IN CURRENT CODE EDITION).
■
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
FO p
■
FO
LAP SPLICES SHALL BE NO LESS THAN 25".
4.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
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5,
S3
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CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
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7.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
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INSTRUCTIONS.
S3
2'
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10'-8"
SD1
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
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DETERMINE STEP LOCATIONS IF REQUIRED
O'-0" F.F.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
FO
S3
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
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12.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
W
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
3-1/2" THICK CONC. SLAB Wl 6X6 W/1.4 X W/1.4
13.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
H
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W.W.F. OVER 6 MIL VAPOR BARRIER OVE
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
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PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
FO
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COMPACTED FILL.
M
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
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SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
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DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
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14.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
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STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND
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ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING
SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE
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CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY
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FOOTING SCHEDULE
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8" 8"
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FOUNDATION PLAN
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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FOUNDATION NOTES:
1.
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
V'w'
LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION
A
SECTION R506.2.3 FOR REQUIRED LOCATIONS
2.
PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
ZoO°
FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL.
u7
VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO
WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET
FORTH IN CURRENT CODE EDITION).
3.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
z'
RECESSING DOOR SILLS.
5,
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
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CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
0
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
W
W
USE ALTERNATE APPROVED METHOD.
7.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
U
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INSTRUCTIONS.
9.
NO WOOD STAKES PERMITTED IN FOUNDATION.
10.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
J
DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
a
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
12.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
W
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
H
zo��
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
(n
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
O
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
M
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
=mOW
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE
STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND
J
FOOTING SIZES PENDING DEPTH OF STEMWALL.
15.
IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE
HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP–
Y
CONTACT E.O.R. PRIOR TO CONSTRUCTION
16.
ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING
SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE
f—W�Z0.
U�Ja—
FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION
MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
W C)
CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY
ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT
REQUIREMENTS ARE MET.
FOOTING SCHEDULE
12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
—
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2O
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2.3
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MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5
WAY MIN. 2" HORIZ, CLEARANCE BETWEEN
MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6
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O
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4O
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SYMBOLS LEGEND
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INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
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FOUNDATION PLAN
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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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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JW
CHECK:
MRB
jQC
JOB No.
DWH-0205117
AS
INDICATED
QSCALE:
DATE:
05/24/18
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3/4"=1'-0" I 3/4"=1'-0" 3/4"=1'-0"
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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.
CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3")
z
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w
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W
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AT CORNERS
PROVIDE
STANDARD #5
HOOK BAR. LAP
OTHER BARS INTO
CORNER AS REQ'D
— PRECAST "U"
LINTEL W/ 3000
psi CONC. PER
LINTEL PLAN. IF
REBAR IS
INDICATED IN
LINTEL, #5 TO BE
HOOKED INTO
SIDE VERTICALS
d
° ° e
9 d e
a°IIIZBOTTOMT I NT II,d
SEEL N LINTEL E
° ° INDICATE - SHOULD HOOK INTO
VERTICAL CELLS PER MD08 I
,. ROUGH OPENING PER PLAN
METAL LATH OR WIRE SCREEN
OVER COURSES NOT REQ'D
TO BE FILLED. (SHEET METAL
& PAPER FELT PROHIBITED)
HOOK PER
MD08 .
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TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
a TYP'BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL W/ 3000 psi CONC.
U) W/ (1) #5 DIA. REBAR
O
U_
a
- eQ
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
3/4"=1'-0"
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 10d 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)
°
GRADE 40
GRADE 60
BAR SIZE
d
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
NON
-SHEAR WALL AT
OPENINGTYPI
a �.
"D„
AL SHEAR WALL
SEGMENT
.1col
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#3
17/8
e
1343
2693/2561
2'1/4
48/4
A
#4
`d
5 5/8
91/2
a n
3
d
121/21
32
#5
31/8
7
a
25
33/4
7
151/2
40
#6
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
3/4"=1'-0"
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 10d 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)
° d
GRADE 40
GRADE 60
BAR SIZE
d
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
NON
-SHEAR WALL AT
OPENINGTYPI
"7„
"D„
AL SHEAR WALL
SEGMENT
.1col
"D„
#3
17/8
A
1343
2693/2561
2'1/4
48/4
d
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
3/4"=1'-0"
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 10d 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)
° d
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
° '
°
" XI
6113/6113
"7„
"D„
2'-2"
1783
.1col
"D„
#3
17/8
418/4
1343
2693/2561
2'1/4
48/4
1/4
#4
21/2
5 5/8
91/2
20
3
55/8
121/21
32
#5
31/8
7
113/4
25
33/4
7
151/2
40
#6
33/4
81/16
14
30
41/2
8116
181/2
48
#7
43/8
9 13/16
16 1/2
35
51/4
9 13/16121
3/4
56
C
LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK
REBAR SPLICE DETAIL
3/4"=1'-0"
#3=2Y2'
#4=2Y2"
#5=2Y2"
#6=3"
#7=3Y2"
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
101
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
° d
////
STANDARD LINTELS
a
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
+
8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B
.
LM
•
° '
°
3069/3069
6113/6113
C
LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK
REBAR SPLICE DETAIL
3/4"=1'-0"
#3=2Y2'
#4=2Y2"
#5=2Y2"
#6=3"
#7=3Y2"
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
101
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
Q
////
STANDARD LINTELS
a
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
-LEAR OPENING 8" UNFILLED
8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B
8F24 -113/8F24-013
8F32-1B/8F32-0B
V-6"
2231
3069/3069
6113/6113
8974/8974
10000 / 10000
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
10000/6224
3'4"
1006
1663/1349
5365/1999
7342/3123
10000/4249
4'-0"
860
1651 / 1349
5365 / 1999
7342 / 3123
10000 / 4249
4'-6"
710
1423/1105
4360/1631
6036/2549
8328/3470
5'-2"
570
1232/1232
3480/2580
8360/3586
8825/4592
6'-2"
488
991/991
2661/2143
5681/2698
6472/3685
7'-0"
416
752/699
1843/1625
3486/2602
6390/3302
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
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
950/0
1379/0
1997/0
18'-0"
0
211/0
750/0
1177/0
1676/0
18'-8"
0
142/0
598/0
1114/0
1468/0
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
NOMINAL WIDTH
RECESSED LINTELS -FILLED
O
SUPPORT,
O
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B
2'-4" 1694/1694 3725/3280 5499/5421
2'-8" 1425/1425 3343/3280 4933/4933
3'-0" 1230/1230 2769/2769 4085 /4085
T-4" 1081 /920 2769/1716 4085/2839
4'-4" 846/833 2121/1716 3127/2839
5'4" 664 /572 1761/1761 2595/2595
6'-4" 526/434 1539/1539 1329/2267
71-4" 480/322 11334/1334 1964/1552
8'-4" 415/235 1 1152/1152 1694/1552
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
3'-0" 3'-0" X-0" le
Ilk
LINTEL PLAN
1/8"=11-011
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
STANDARD LINTEL NOTES
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
HAVE MIN. 8" BEARING EA. END
4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
5. (*) 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
Q
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WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
E-
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7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
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SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
8R30-0B/1T
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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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JOB No. DWH-0205117
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�- DATE: 05/24/18
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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.
-STRUCT: JW
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JOB No. DWH-0205117
Q SCALE: AS INDICATED
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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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BEARING WOOD WALL SCHEDULE
qO
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
SPF #2 BUILT UP STUD COLUMN
TAG
PACING
SPECIES
CAP.
(pli
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
COVER SHEET.
(2)2x10 #2 SYP
(10) 10d NAILS
NAILS
NAILS
UPLIFT
COVER SHEET.
BWZ
16"
SPF
SP4 W/(6)
10d x 1NAILS
SP4 W/(6)
10d x 12" NAILS
570 plf
MID -SPAN
BW3
16
SPF
SP4 W/(6)
10d x 1' NAILS
SP4 W/(6)
10d x 11' NAILS
570 If
P
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
1245
5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
UPLIFT
(2)HTS20 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 & a" EPDXY ANCHOR w/MIN.
BW5
12"
SPF
SP4 W/(6)
10d x 1"' NAILS
SP4 W/(6)
10d x 11' NAILS
760 plf
MID -SPAN
BW6
12 "
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
760 If
P
3 rd. PT.
BW7
16"
SYP
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
MID
12" EMBEDMENT
FRAME TO CMU
3140
3140
UPLIFT
-SPAN
TO BEAM: SIMP. HUC410 w/(18)16d &
NAILS
NAILS
FRAME TO CMU
3640
BW8
16"
SYP
SP4 W/(6)
10d x 11' NAILS
SP4 W/(6)
10d x 11' NAILS
664 plf
MID -SPAN
BW9
16"
SYP
SP4 W/(6)
SP4 W/(6)
664 plf
3rd. PT.
1020
1175
12
10d x 12' NAILS
10d x 12" NAILS
1110
1235
BW10
12"
SYP
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833p1f
928p1f
15
LSTA24 w/(18)10d NAILS CENTERED EACH STUD
UPLIFT
MID -SPAN
1235
16
MSTC28 w/(36)16d SINKERS CENTERED
NAILS
NAILS
3455
17
BW11
12"
SYP
SP4 W/(6)
10d x 11' NAILS
SP4 W/(6)
10d x 12' NAILS
I
885 Of
MID -SPAN
BW12
12
SYP
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 1"' NAILS
885 plf
3rd. PT.
BW13
16"
SPF
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 12" NAILS
280 If
P
MID -SPAN
COLUMN TO FTG.
3640
4235
@ 32"o.c.
@ 32"o.c.
BW14
12"
SPF
SP4 W/(6)
10d x 12' NAILS
SP4 W/(6)
10d x 12" NAILS
380 If
P
MID -SPAN
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
@ 24"o.c.
@ 24"o.c.
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4'W-1/4" TITENS
FRAME TO CMU
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
qO
(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
JO
(2)2X6 SYP #2 BUILT UP STUD COLUMN
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
OL
4x4 SYP #2 P.T. COLUMN
O6x6
SYP #2 P.T. COLUMN
NO
8x8 SYP #2 P.T. COLUMN
O3-1/2"x3-1/2"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
(2)2x10 #2 SYP
(10) 10d NAILS
<8>3-1/2"x5-1/4"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
FRAME TO CMU
COVER SHEET.
<S>3
-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
(2)ply TRUSS (14) 16d x 12" NAILS
2
O3-1/2"x9-1/2"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET,
Ifl
H10A w/(18)10d x 12' NAILS OR
O5-1/4"x5-1/4"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
H10A 1140
O5-1/4"x7"
ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET.
H10A-2 1070
H10A-2 1245
O7"x7"
ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER
SHEET.
PLATE
NAILS & (18)4'x24" TAPCONS
O3
1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER SHEET
Q
(2)HTS20 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 & a" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)$" 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"x22'
10d
.148" x 3"
12d
.148" x 34'
16d
.162" x 32"
8d RING SHANK
.113" x 28"
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
VALUES
TO POST: SIMP. HTS20 OR MSTA18
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
SPF(Ib)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(8) 10dxl2" NAILS OR META20 w/(8)
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"xA"
H3.5x5.5
10d x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
LTA2 w/(10) 10d x 1Z' NAILS @ 24" O.C. U.N.O.
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
H5.25xl 1.25
(3)1.75"x11.25" LVL
(2)META16 OR (2)META20
H3x12
(2)2x10 #2 SYP
(10) 10d NAILS
2❑
(1)ply TRUSS (10)10d x 12" NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
NAILS & (18)-41"x22" TAPCONS
(2)ply TRUSS (14) 16d x 12" NAILS
2
(2)ply 1900
(2)ply 1900
Ifl
H10A w/(18)10d x 12' NAILS OR
10'-0" TO 12'-0"
H10A 1015
H10A 1140
(2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
F4
HTS20 w/(24)10d x 12" NAILS
PLATE
NAILS & (18)4'x24" TAPCONS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
Q
(2)HTS20 w/(24)10d x 12" NAILS
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
H2.5A w/(10)8d
FRAME TO FRAME
535
600
F
MTS12 w/(14)10d x 11' NAILS
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
FMGT
w/(22)10d 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
NAILS & (18)4"x24" TAPCONS
12" EMBEDMENT
FRAME TO CMU
3140
3140
TO POST: SIMP. HTS20 OR MSTA18
HTT4 w/(18)16d x 22' NAILS & 8' EPDXY ANCHOR w/SIMP. SET
TO BEAM: SIMP. HUC410 w/(18)16d &
EPDXY MIN. 7" EMBEDMENT
FRAME TO CMU
3640
4235
10
HGT-2 w/(16)10d NAILS w/s" EPDXY ANCHOR w/SIMP. SET
NAILS & (18�4"xA" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
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
833p1f
928p1f
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
18
LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.OR
EPDXY MIN. 7" EMBEDMENT
CMU
1290
1500
HTT4 w/(18) 16d x 22" NAILS w/§8" 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
(3)HTS20 w/(24)10d x 1'' NAILS
20
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
21
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4'W-1/4" TITENS
FRAME TO CMU
2420
2800
22
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
GIRDER TO COL./ BM
9100
4095
23
MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU
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/4' FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS
H2x10
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"xA"
H3.5x5.5
PLATE
TAPCONS
H3.5x7.25
(2)1.75"x7.25" LVL
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
H5.25xl 1.25
(3)1.75"x11.25" LVL
TO BEAM: SIMP. HUC410 w/(18)16d &
H3x12
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
V-0" TO T-11"
PLATE
NAILS & (18)-41"x22" TAPCONS
4'-0" TO T-11"
2
ON MASONRY: (1) SIMP. MSTAM24
V-0" TO 9'-11"
2
TO POST: SIMP. HTS20 OR MSTA18
10'-0" TO 12'-0"
3
TO BEAM: SIMP. HUC410 w/(18)16d &
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
PLATE
NAILS & (18)4'x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5xl 1.25
(2)1.75"x11.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)-41"x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5xl1.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" 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"xA" 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/4' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
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)
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.25xl 1.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2x12 #2 SYP w/ 2" FLITCH
PLATE BETWEEN PLIES
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
HEADER SUPPORT SCHEDULE
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
V-0" TO T-11"
1
1
4'-0" TO T-11"
2
2
V-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
I 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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NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND
EXTERIOR FRAME WALL
SCHEDULE (DWH)
WALL HEIGHT STUD & SPECIES SPACING SPACING
INTERIOR ZONE END ZONE
8'-0" 2x4 SPF #1/#2 1 16" O.C. MAX 16" O.C. MAX
9'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX
9'-4" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX
10'-0" 2x4 SPF #1/#2 1 16" O.C. MAX 1 12" O.C. MAX
EXTERIOR FRAME WALL NOTES
1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
WALL LEGEND
= 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
1/4"= 1 1-011
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. DWH-0205117
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DATE: 05/24/18
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n
PROVIDE STANDARD
HOOK
(1) #5 IN TIE BEAM
(1) #5 BAR IN PRECAST
LINTEL
(2) #5's VERTICAL IN
GROUT FILLED CELL
(1) #5 VERTICAL IN
GROUT FILLED CELL (IF
REQ'D PER PLAN)
NOTE: SEE MD08 ON
LINTEL PLAN
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/SDI
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 SPI
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 KNOCKOUT
COURSE W/ (1) #5
CONT.
KNEEWALL ABOVE MASONRY WALL
3/4"=1'-0"
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
� a
_--,-_ i
1/2J-BOLT W/ 5 1/2"
EMBED.
2x P.T. SYP #2 NAILER
1 1/2"F OPENING W/ (1) 1/4"x2-3/4"
MIN.
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
U_ i @
u 24 O.C. MAX NOTE: CONTRACTOR TO VERIFY
00 �__.y BUCK TO CMU ATTACHMENT
� LOCATIONS PER GARAGE DOOR
oLC MFR.'S WRITTEN SPECIFICATIONS
Q w - 45 DEG. BEVEL CUT
p COiv 2x6 P.T. SYP #2 BUCK
--00 a < -- END, 1 1/2" ABOVE
j GARAGE F.F., EA. SIDE
— SECTION OF OPENING
DO GARAGE BUCK DETAIL (MAX. 170C)
ARCH PER ELEV
1/2"=1'-0"
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SID
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ CMU
l— HEADER (SEE PLAP
ARCH PER ELEV
12
(TYP) SEE ELEV.
':Z?� DOUBLE 2x TOP PLATE
1
DORMER FRAMING DETAIL
1/2"=1'-0"
D"
7/16" O.S.B. EA. SID[
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
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
ADDITONAL
NFORMATION
:HEADER CAN BE
_ITHER UPSET OR
DOWNSET)
?x W/ (2) 16d TOE NAILS
_ACH END
3) 16d COMMON
BAILS (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.
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 "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.
3ETWEEN
PT 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 HOUSE y
WALLS SHALL BE ATTACHED i (2) 2x TOP PLATE
TO MIN. (2) 2x FULL HEIGHT
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
OTO
4AILS
ON BOTH SIDES FROM TOP
BUILDER FRAME
1/16" OSB EACH SIDE,
OF WALL TO BOTTOM OF
RADIUS AS REQ'D
N/ 6d NAILS @ 16" O.C.
BEAM. ATTACHED PER
VALLEY TRUSSES PER
FO SIDE & TOP NAILER
NAILING SCHEDULE
PLAN
PLATE w/ (2) 16d NAILS
OTHERWISE SP2 CLIPS
H3, H4, OR H5 @ EA. END OF TRUSS OR
?x BUCKS,
EACH STUD TO DOUBLE TOP
3/16" x 3 1/4"
24" O.C. & EXT.
PLATE AND SP1 CLIPS EACH
STRUCTURAL SHEATHING PER PLAN AND ROOF
SHEATHING INSTALLED
STUD TO BOTTOM PLATE
2
PER NAILING PATTERN
FO KNEEWALL AT DOWNSET BEAM
O2x
SEE GE02/SD2 FOR
SIZE
@ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
OUTLOOKER OR
ROOF SHEATHING FOR STRAP
CO
SHEATHING
OTO
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TOP CHORDS OF TRUSSES BELOW WHEN
CANTILEVER
8d NAILS @ 4" O.C.
IF REQ'D, PROVIDE
VALLEY TRUSS
CONV. FRAME OR
CLOSURE WALL w/
O2x
VALLEY TRUSSES PER
SINGLE TOP AND BASE
FRAMING DETAIL
PLAN
PLATE w/ (2) 16d NAILS
EXT. SHEATHING;
H3, H4, OR H5 @ EA. END OF TRUSS OR
TO TRUSS. STUDS @
ATTACH PER NAILING
3/16" x 3 1/4"
24" O.C. & EXT.
SCHEDULE
STRUCTURAL SHEATHING PER PLAN AND ROOF
SHEATHING INSTALLED
FINISH PER ARCHITECTURAL PLANS
2
PER NAILING PATTERN
CONT. PLYWOOD ROOF
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
SHEATHING PER NAILING
NOTE: SEE
ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
SCHEDULE OR OPT. 2x4
SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
BLOCKING PERP. TO EA.
W k * !O o Q
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
VALLEY TRUSS NAILED
'•.•
�s '•••...•••
CRICKET AS REQUIRED
TO TRUSS BELOW @ 24"
O
O.C. W/ (2) 16d NAILS TYP.
O��`e�� Z tY
MAIN SPAN ROOF
ATTACH TRUSS TO
w
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
EO GABLE END AT VALLEY FRAMING
CONNECTION TO TRUSS
3/4"=1'-0"
O2x
STUDS @ 16" O.C. FOR KNEE WALL
SIZE
@ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
OLSTA18
B
ROOF SHEATHING FOR STRAP
CO
CONT. ROOF SHEATHING NAIL PER PLAN
OTO
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TOP CHORDS OF TRUSSES BELOW WHEN
3/16" x 2 1/4"
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
10d x 3" NAILS
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
OPRE-ENGINEERED
ROOF TRUSS PER PLAN BELOW
O2x
PLATES OVER ROOF DECK PER VALLEY
FRAMING DETAIL
ODOUBLE
TOP PLATE
OSIMPSON
H3, H4, OR H5 @ EA. END OF TRUSS OR
1
RAFTER
3/16" x 3 1/4"
TRUSS PER PLAN OR CONV. FRAMING w/
JOCOMMON
STRUCTURAL SHEATHING PER PLAN AND ROOF
3/16" x 3 1/4"
FINISH PER ARCHITECTURAL PLANS
2
ROOF TRUSSES PER PLAN OR CURVED
OCURVED
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED
NOTE: SEE
ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
NOTE: ROOF
SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
NOT USED
3/4"=1'-0"
2x BUCK DETAIL
(2) 2x PLATE
LAST STUD OF I
KNEE WALL JOINING
UP TO MAIN HOUSE i
WALLS SHALL BE
ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12" i
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
NFO 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"
COPYRIGHT MCD 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.
P.T. BUCK FASTENER SCHEDULE
SIZE
TAPCONS
SPACING # ROWS
1x4
3/16" x 2 1/4"
12" O.C.
1
3/16" x 2 1/4"
10d x 3" NAILS
1x8
3/16" x 2 1/4"
12" O.C.
2
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
;•••
2x4
3/16" x 3 1/4"
12" O.C.
1
3/16" x 3 1/4"
1,
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
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.
Q
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
I'_
�a�
i
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF
10d x 3" NAILS
w
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'
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STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
;•••
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MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
*
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OPENING IF WINDOW/DOOR MANUFACTURER AND
PLAN REQUIREMENTS
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(FASTENING) ARE MET.
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5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
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LAST STUD OF
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WALLS SHALL BE
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IF OPENING PROVIDED
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O
(2) 2x FULL HEIGHT
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a
WALL STUDS W/
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O.C.
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=
V
2 1/2"
W/ STRUCTURAL
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SHEATHING FROM
J
W
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TOP OF WALL TO
Q
Q
O.C. & 6" FROM EACH
BOTTOM OF WALL.
END
j.
ATTACHED PER
�
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NAILING SCHEDULE
PLATE �'
OTHERWISE SP2 CLIPS
w
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EACH STUD TO BEAM
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MRB
PLAN
SEE FOUNDATION
j QC
JOB No.
DWH-0205117
DETAILS FOR FTG INFO
SCALE:
AS INDICATED
Q
DATE:
05/24/18
Z
w
0
4 S01 TYPICAL ONE STORY CMU WALL SECTION
W
Ln
D13/4"=1'-0"
SIMPSON....-
DIAGONAL
IMPSON....,,DIAGONAL TO BEAM
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
BEAM PER PLAN
SIMPSON
DIAGONA
PLATE
SIMPSON HGA10 @ 48"
O.C. NOTE: ALL GABLE
BRACING IS TO BE
SHEATHING NOT REQ'D SYP#2 OR BETTER
TO BE CONT. @ THE
TRANSITION FROM
WALL TO GABLE
TRUSS
DOUBLE 2x TOP PLATE
FASTEN SIDE WALL
SHEATHING PER PLAN.
EXT. SHEATHING;
ATTACH PER PLAN
BEAM CONNECTION
FRAME WALL CONNECTION
GABLE BRACING +
REQ'D GABLE END "L" AND/OR "T"
NO BRACE REQUIRED
4'-8" < H6 7'-0"
BRACING STRONG BACK PER GABLE
7'-0" < H6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
END BRACING CHART
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H 618'-8"STRONGBACK
2x4 SYP #2 TOP CHORD BRACING
z
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@ 16" O.C. MIN (2) TRUSS BAYS
;OMMON TRUSS
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CONTRACTOR TO FIELD VERIFY WHICH
PLAN
BACK FROM GABLE END (MIN. 48")
GABLE END
�
CONDITION IS REQUIRED. CONTACT EOR
STD CONDITION
A23 DIAGONAL TO
TRUSS PER
(4)10d NAILS @ EA.
FOR ADDITIONAL INFO AS REQ'D
BLOCKING TO
TRUSS BOTTOM
PLAN TYP.
TRUSS PER PLAN
CHORD. REFER TO
z
(2)10d NAILS TO
SIMPSON A23 @ EACH
GE02 FOR REQ'D
z
@EACH END OF
MAINTAIN 3 1/4"
BLOCKING
BRACE TO PLATE
BRACING TYP.
2x4 SYP #2 FLAT
(2)10d NAILS TO
BLOCKING, @ 24" O.C.
BOTTOM CHORD
CLEARANCE BETWEEN
1/2" J -BOLTS w/
2x4 SYP #2 BOTTOM
rn
@ EACH END.
BLOCKING
°6
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2x WALL, SEE PLAN
ALT. BLOCKING @ FRAME CONDITION
FO NON-BEARING WALL
SHEATHING &
AND CENTERLINE OF
EMBED) MIN. 6" FROM
O.C. FOR FALSE BEAM\
to Q: � >- o �
W
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W
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rGEOI GABLE END @ FLAT CEILING CONNECTIONS
aW
3/4"=1'-0..
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2x4 BLOCKING @ EA. -
OUTLOOKER (MAX.
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TRUSS PER PLAN —
VARIES (X
RAKED DOUBLE TOP
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LOCKING AS REQ'D 2x8 #2 SPF STUDS @
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IANU.'S DRAWINGS;
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JOT A DIAPHRAGM PLATE
CMU WALL PER PLAN
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NOT USED
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ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN
ROOF SHEATHING TO BLOCKS W/ 8d NAILS @
6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS
REQ'D)
(5) 16d NAILS
BRACE TO
BLOCKING
PROVIDE 2x4 BRACE
TO EA. ADJ. DIAG.
FASTEN TO DIAG.
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\
GABLE BRACING @
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6' FROM EAVES
GABLE BRACING CHART
H
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UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H6 7'-0"
(1) 2x4 BRACE
7'-0" < H6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < 1-1614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H 618'-8"STRONGBACK
W/ (2) 2x4 BRACE
2x4 BRACE IF REQ'D
SEE CHART.
10d COMMON NAILS @
6" O.C.
GABLE VERTICAL
2ND 2x4 BRACE IF
REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING
n n n� r rw�n A1"1 A P"►1wl/1
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@ EACH END
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WHERE O.H. IS > V-0", DROP GABLES
w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H.
BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR
(3) 12d TOENAILS. CONNECT TO O.H. SIZE
DROP GABLE WITH H2.5 CLIP. MAX
2'-0" O.H.
L CONT. 2x4
2x4 DIAGONAL BRACE
@ 48" O.C. TO 3RD BAY
\ \ REQ'D w/
\
STRONGBACK, SEE
\ CHART
\ \ GABLE BRACING (+)
SEE CHART
\ _
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA.
GABLE 2x4 BRACE
WITH (2) 10d NAILS
(1) A23 FROM —
STRONGBACK TO
DIAGONAL
2x6
10d COMMON NAILS @
8" Q.C.
2x4 BLOCKING (2) 1"
NAILS, TOENAILED
EACH END.AT 24" t
TRUSS PER PLAN
(2) 16d TOE NAILS
BRACE TO LEDGEF
STRONGBACKIF
REQ'D PER
CHART
04
GABLE END
A SHEATHING
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LAN.
•
ROOF SHEATHING
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NAILS INTO TOP PLATE
SIMPSON LTA2 DOUBLE TOP PLATE
BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d
MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEB
LINTEL SEE PLAN°' MIN. 4 1/8" z EXTERIOR SHEATHING.
EMBEDMENT OR g ATTACH PER PLAN
SIMPSON META16 a FROM TOP OF WALL
STD CONDITION @ CMU w 2x BOTTOM
2x8 #2 SPF STUDS AT
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1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING,
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END w/ NUT & WASHER PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8"
TRUSS PER PLAN ANCHOR BOLT OR
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SIDE OF EA. STUD. I I �41TRUSS PER PLAN V 6" FROM EACH END
CENTERED BETWEEN
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da.. FOR REQ'D FLASHING
t SYP #2 BLOCKING,
VAULTED CONDITION a@ CMU
TRUSS PER PLAN
SIMPSON LTA2 TRUSS TO CMU W/
(10) 10d NAILS & MIN. 4 1/8"
EMBEDMENT OR SIMPSON
HGAM 10 W/ (4) 1/4" x 1 1/2" SDS
SCREWS & (4) 1/4" TAPCONS OR
EQUAL MAINTAINING MIN. 2"
EMBEDMENT @ ENDS,
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FRAMING PLANS
�— LAY 2x4 SYP #2 BLOCKING
OVER THE TOP OF THE BOTTOM
LINTEL PER CHORD. ATTACH W/ (2) 10d
PLAN NAILS @ EACH TRUSS 24" O.C.
MAX. BLOCKING SHALL EXTEND
A MIN. OF (1) TRUSS BAY EACH
SIDE OF BOND BEAM, TYP.
BEARING CONDITION @ CMU WALL
2x4 BLOCKS, (2) 1E'
NAILS @ EA. END.
BLOCK ADJ. BAYS
EA.DIAG. AS SHOV
FASTEN ROOF
SHEATHING TO
BLOCKS w/8d NAIL
@6"O.C.
(5) 16d NAILS BRA(
TO BLOCKING
PROVIDE 2x4 BRA(
TO EA. ADJ. DIAG.
FASTEN TO DIAG.v
16d NAILS.
GABLE BRACING
O.C. MAX. 45° FRO
HORIZONTAL (+/- 1
BRACE NOT REQU
6' FROM EAVES.
%THING PER PLAN
RE O.H. IS > V-0",
@ 24" O.C. W/ (2) 12d
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w
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EMBEDMENT OR SIMPSON
HGAM 10 W/ (4) 1/4" x 1 1/2" SDS
SCREWS & (4) 1/4" TAPCONS OR
EQUAL MAINTAINING MIN. 2"
EMBEDMENT @ ENDS,
OTHERWISE 24" O.C. U.N.O. ON
FRAMING PLANS
�— LAY 2x4 SYP #2 BLOCKING
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LINTEL PER CHORD. ATTACH W/ (2) 10d
PLAN NAILS @ EACH TRUSS 24" O.C.
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A MIN. OF (1) TRUSS BAY EACH
SIDE OF BOND BEAM, TYP.
BEARING CONDITION @ CMU WALL
2x4 BLOCKS, (2) 1E'
NAILS @ EA. END.
BLOCK ADJ. BAYS
EA.DIAG. AS SHOV
FASTEN ROOF
SHEATHING TO
BLOCKS w/8d NAIL
@6"O.C.
(5) 16d NAILS BRA(
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PROVIDE 2x4 BRA(
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GABLE BRACING
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RE O.H. IS > V-0",
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_OOKERS @ 24"
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NAILING
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PROVIDE BLOCKING 3SES
BETWEEN TRUSS BAYS
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN
CONNECTION DETAIL (FRAME WALL SHOWN;
FOR REQ'D MAY ALSO BE
CONNECTIONS MASONRY)
'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'
-2 AT i1 11 1&10% \ w / 1
PER HEADER SCHED. THEN
ATTACH ADDIT'L KINGS AS
REQ'D.
TYPICAL HEADER DETAIL
3/4"=1'-0"
2X CRIPPLES @ 16" O.C.
W/ SIMPSON SP2 TYP.
TOP AND BOTTOM IF
HEADER IS NOT FLUSH
AGAINST TOP PLATE
* WHEN STUD LENGTH
IS < 12" USE LSTA30
STRAPS AT EA. STUD
WRAPPED OVER TOP
PLATE & NAILED TO
HEADER EA. SIDE W/
(11) 10d NAILS
SP4 TOP OF CRIPPLE AT
STRAP LOCATION
(2) ROWS 12d NAILS
STAGGERED @ 12" O.C.
EA. FACE OR (3) ROWS
12d NAILS STAGGERED
@ 12" O.C. FOR 2X10
OR GREATER HEADER
SEE HEADER
SCHEDULEFOR
HEADER CONNECTION
INFORMATION
LSTA30 HEADER TO
STUDS U.N.O.
FILLING AND BLKING
AS REQ'D W/ (2) ROWS
OF 12d @ 16" O.C. TO
HEADER LINO
2X STUDS TYP
ATTACH JAMB STUDS
PER WF08/SD3
BASE PLATE TO BE
ATTACHED TO FTG
USING 1/2" J -BOLTS OR
EPDXY ANCHOR @ 6"
FROM EA. END OF BASE
PLATE & WALL
OPENINGS & 32" O.C. W/
7" MIN EMBED PER BRG
WALL SCHEDULE. AT
SLAB STEP DOWNS,
EMBED. MUST BE 7"
MIN. BELOW STEP
P.T BASE PLATE
SP4 @ BASE OF EA.
STUD U.N.O. SEE
BEARING WALL
SCHEDULE FOR
MORE INFO.
NOTE: JACK STUDS SHALL BE
INDICATED ON FRAMING
PLANS BY THE DIAMOND
DESIGNATION AND SHALL BE
THE BEARING SUPPORT
MEMBERS FOR HEADERS. IF
NO JACK STUD DESIGNATIONS
ARE SHOWN, REFER TO THE
HEADER SUPPORT SCHEDULE
ON NOTES & CONNECTOR
LEGEND SHEET.
DOOR
OPENING
NOTE: REQUIRED NUMBER OF
KING STUDS PER THE HEADER
SUPPORT SCHEDULE ON
NOTES & CONNECTOR LEGEND
SHEET. QUANTITY OF KING
STUDS SHOWN ON FRAMING
PLANS SHALL SUPERSEDE THE
QUANTITY AS SHOWN ON
STANDARD DETAILS
(2) ROWS 12d NAILS
STAGGERED @ 12"
O.C. EA. FACE OR (3)
ROWS 12d NAILS
STAGGERED @ 12"
O.C. FOR 2X10 OR
GREATER HEADER
LSTA30 HEADER TO
STUDS U.N.O.
DOWNFRAME TO
DOOR SIM TO
WF01/SD1
2X STUDS TYP
ATTACH JAMB STUDS
PER WF08/SD3
BASE PLATE TO BE
ATTACHED TO FTG
USING 1/2" 0 J -BOLTS
OR EPDXY ANCHOR @
6" FROM EA. END OF
BASE PLATE & WALL
OPENINGS & 32" O.C.
W/ 7" MIN EMBED. & 2"
WASHER. AT SLAB
STEP DOWNS, EMBED.
MUST BE 7" BELOW
STEP
P.T BASE PLATE
SP4 @ BASE OF EA.
STUD U.N.O. SEE
BEARING WOOD WALL
SCHEDULE ON NOTES &
CONNECTOR LEGEND
SHEET
3/4"=1'-0" 1\"'� 1/2..=1.-0.,
(150 MPH EXP. B)
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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STRUCTURALENG:
BAD
DRAFTING:
-STRUCT:
JW
QC CHECK:
MRB
JOB No.
DWH-0205117
SCALE:
AS INDICATED
DATE:
05/24/18
SD2
TOP SPLICE @
DOUBLE 2X4 TOP
PLATE ATTACH 2x8 STUDS TO
TOP PLATE W/ (4) 12d
ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL
TOP PLATE W/ (3) 12d AT ALL LOCATION
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
DOUBLE 2x4 TOP
NOTE:
PLATE
PIPE OR DUCT W/
(2) 10d NAILS @ 3" O.C. -
WALL OR PRE -
PLATE LENGTHS MUST
ASSEMBLED WALL
PENETRATION OF
WITHIN 48" OF SPLICE
TOP PLATE. ATTACH
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.
O.C. AT EDGES AND 12" O.C.
TOP PLATE WIDTH
@ 8" O.C. OTHERWISE
2
INSTALL SIMPSON
PLATE SPLICE
2x4 SYP #2 OR
PSPN516Z W/ (12) 16d
r
•
NAILS TYP. TOP & BOT.
O.C.
+ +
�ByM�N
ATTACH 2x4 STUDS TO -
3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO.
+
(2) 10d NAILS @ 3" O.C.
TOP PLATE W/ (3) 12d
v z
0
WITHIN 48" OF SPLICE
TOE -NAILS TYPICAL AT
ADDITIONAL HGAM10 FROM
WALL SPLICE, FIELD
+
w - _j <<
THEN (2) ROWS 10d
ALL LOCATION
11 5
1 (( I I
VERIFY IF REQUIRED
MANUFACTURER'S
NAILS @ 8" O.C.
O3
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
SPECIFICATIONS
REQUIRED
ES01HEADER @ POCKET SLIDER
OTHERWISE
2x4 WALL BEYOND
@ 3" O.C. IN HORIZONTAL CONDITIONS
111 -� I- - J1 -
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AGAINST 2x8 STUDS
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
III
III I I I
WALL SHEATHING
48
ATTACHED PER
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III
III I I I I 1I
M/N
(WF08/SD3)
TOP SPLICE @
DOUBLE 2X4 TOP
PLATE ATTACH 2x8 STUDS TO
TOP PLATE W/ (4) 12d
ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL
TOP PLATE W/ (3) 12d AT ALL LOCATION
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
PLATE
TOP PLATE TO FRAME
SPACING. MIN (2) 2x
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
W/ (2) 1/4" X 3%" SIMPS. 3'-0" MAX
O.C. AT EDGES AND 12" O.C.
DETAIL FOR ALL TOP
BEYOND
2
OR HORIZONTALLY
PLATE SPLICE
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @
x 2 3/4" TAPCONS @12"
LOCATIONS)
O.C.
O.C. MAX.
�ByM�N
DESIGNED FOR
TOP SPLICE —�
DOUBLE 2x8 TOP
PLATE
TYPICAL TOP PLATE SPLICE BRG WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
vv, v,
@
3/4"=1'-0"
PLAN FOR STUD SIZE &
TRUSS PER PLAN
SPACING. MIN (2) 2x
(4) 10d NAILS FOR
UNDER GIRDER TRUSS
SEE PLAN FOR
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL
CONNECTION
1
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
2x DBL TOP PLATE
16" O.C. FASTEN EXT.
1 SHEATHING INSTALLED
VERTICALLY
W/ (2) 1/4" X 3%" SIMPS. 3'-0" MAX
O.C. AT EDGES AND 12" O.C.
AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT
BEYOND
2
OR HORIZONTALLY
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
z
DESIGNED FOR
3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO.
I — — — — —Till
T — -Il — — 1T — I r
@ 32" O.C. & MIN. 6" FROM
v z
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NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
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ADDITIONAL HGAM10 FROM
WALL SPLICE, FIELD
CENTER OF EACH STUD TO
w - _j <<
CMU @ 32" O.C. MAX
NAILS @ 3 O.C.
11 5
1 (( I I
VERIFY IF REQUIRED
MANUFACTURER'S
o = W
o Q "- =
O3
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
SPECIFICATIONS
REQUIRED
ES01HEADER @ POCKET SLIDER
CD
5_ _ ~O
@ 3" O.C. IN HORIZONTAL CONDITIONS
111 -� I- - J1 -
- - -
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0
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
III
III I I I
WALL SHEATHING
W U_
=
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III
III I I I I 1I
SPLICE, SEE SPLICE
5Q
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO
1 I
III I 1 1
DETAIL. MAX 1/8"
W/ 8d NAILS @ 3" O.C. (2) ROWS @TOP &
III OPENING
III I 4
SPACE BETWEEN
w
BOTTDOM
III
I I II I I II
PANELS
X 5.
IIIrA
JP.
Z) O
EXTERIOR SHEATHING
UND
I
2x STUDS BEYOND,NING
III I I I I I I
SEE PLAN FOR MORE
"
PROVIDE PIECE OF
11
III I I I I I
INFO
Z
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SHEATHING BETWEEN
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III 11 11 I I
w=
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EXTERIOR WALL
111 I II II I
III II II II
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W p
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STRENGTH ORIENTATION
FLOOR SYSTEM
AS EXTERIOR WALL
— — — — —
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U_
CUT TO FIT
2x BOTTOM PLATE
STUD
PER PLAN
JOINT, MAX. 1/8" GAP
OPENING SIZE
1
BEYOND SEE PLAN
SHEATHING DIAGRAM
2x6
BLOCKING
PLACED
(2) ROWS OF 8d NAILS
FLATWISE
W/
(2) 16d
@ 3" O.C. TOP & BOT.
CFA1EXTERIOR SHEATHING SCHEDULE
NAILS
EACH END
OF SHEATHING SPLICE
SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL
SEE ROOF SHEATHING,
I PLAN NAIL PER PLAN (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE
@ EACH STUD (2) 12d NAILS @
° EACH END
PRE -ENGINEER SIMPSON LSTA30 W/
ROOF TRUSS - SEE (22) 10d NAILS (ALL z
FRAMING PLAN FOR CORNER CONDITIONS ag
SPACING EXTERIOR SHEATHING STRAP AROUND W
SEE PLAN FOR NAIL PER PLAN TALLER STUD) W
CONNECTION
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
SPACING. MIN (2) 2x
UNDER GIRDER TRUSS
U.N.O.
2x BLOCKINC
SIMPSON LS'
STUD
_ 2x BRG WALL, SEE
PRE -ENG. ROOF
PLAN FOR STUD SIZE &
TRUSS PER PLAN
SPACING. MIN (2) 2x
(4) 10d NAILS FOR
UNDER GIRDER TRUSS
SEE PLAN FOR
U.N.O.
CONNECTION
fiFl"�SECTION @ DOUBLE BEARING
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)
c 5/8" THREADED ROD w/
o NUT SET IN ADHESIVE
Q II
a </—f/SEE FOUNDATION
\Q a i ••��-/ PLAN FOR ADDITIONAL
u / INFO
SIDE VIEW @ BASE OF POST
(fCAD0 CORNER COLUMN FRAMING
SEE FLOOR PLAN FOR
MORE BRG. WALL INFO
(2) 2x TOP PLATE
ATTACH 2x TO —
BUILT-UP W/ (2)
ROWS OF 10d NAILS
STAGGERED @ 8"
O.C.
Fl�\ STEP @BEARING FRAME WALL
314"=1'-0"
2x6 SYP #2 LEDGER.
TO STUDS w/ (2) 1/4" X
4Y2" SIMPS. SDS
SCREWS @ 16" O.C.
MAX.;
EXTERIOR WALL/TRUSS TO GABLE END STUDS
w/ (2) 1/4" X 3%" SIMPS.
SDS SCREWS @ 16"
O.C. MAX.;
TO MASONRY w/ 2x6
PT SYP #2 LEDGER w/
12 (2) 1/4" x 2 3/4"
4 (MIN.) TAPCONS AT 12" O.C.
SIMPSON H3 CLIP
/111111/1
TRUSS AND
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
(4) 10d NAILS FOR
TO STUDS OR BEAM w/
FRAMED
(2) 1/4" X 4'/" SIMPS.CONV.
MEMBERS ONLY
SDS SCREWS @ 16"
2x8 SYP #2 P.T. VERTICAL @
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"
FASCIA PER
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
D01 TYPICAL SHED ROOF DETAIL
@ 32" O.C. & MIN. 6" FROM
PLATE
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
EID/2
0-0-0-0-0-0-0— D= NAIL SPACING
° ° ° PER NOTE #2
M N �--
M I I SHEATHING PER PLAN
WALL DOUBLE TOP
PLATE PER PLAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN 3/8" S= NAIL SPACING
g S 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
2x6 COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY.
FASTEN w/ (5) 10d COMMON I
NAILS @ EACH END (TYP.)
2x6 RAFTER TO 2x8 RIDGE I
BOARD W/ A35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON
ADJ RAFTER TO OPP SIDE
(AS SHOWN)
FASTEN SYP OR SPF 2X6 (MIN.
WIDTH) PLATE THRU O.S.B L
SHEATHING (THICKNESS PER 9<<F�
PLAN) TO PRE -ENG TRUSS
BELOW W/ 1/4"x4-1/2"
SIMPSON SDS SCREWS 2x6
PLATE TO TOP CHORD OF
EACH TRUSS BELOW 24's @ 24"
O.C. MAX.
;F01 FIELD FRAMED VALLEY DETAIL
NOT USED
1/2"=1'-0"
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 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"
1" EDGE j 1 1/2" EDGE
10d x 3„ COMMON
oo 2 1/2”
z o w
W 1 1/2" z -
W N
N I _
N N
I `14 10d x 3" COMM(
10d x 3" COMMON OPP. z ' "I'
SIDE I}
O U
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(2) 2x4's (2) 2x6's
TYPICAL BUILT-UP STUD COLUMN DETAIL
2x SCAB w/ 10d NAILS
@4"O.C.
PER -ENG TRUSSES
10d x 3" COMM(
OPP. SIDE
(2) 2x COLUMN
2 1/2" EDGE
(2) 2x8's
1-1/2"=V-011
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OR VINYL SOFFITS
ROOF SHEATHING, 20�F�Q Cqe�
FASTEN PER PLAN <FticTAT�o
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
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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
PER PLAN 2x SCAB w/ 10d NAILS J
_ @4"O.C.
TRUSS CONNECTION PER -ENG TRUSSES
PER PLAN t. — 2x FASCIA PER PLAN 2x FASCIA
CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS
LEDGER PER PLAN TO LEDGER
2x4 PT LEDGER W/
1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 62x4 LEDGERO.0?) 16d
O.C. PLAN
SEE ELEV. FOR SEE ELEV. FOR
O.H. SIZE O.H. SIZE
CONDITION @ CMU WALL CONDITION @ FRAME WALL
TYPICAL SCAB OVERHANG
3/4"=1'-0"
I
o
W
I
JP
- 2X8 RIDGE BOARD
- FASTEN CONV. 2x VALLEY RAFTER
FRAMING (OR PRE -ENG VALLEY TRUSSES)
TO 2x PLATE WITH SIMPSON MTS12 OR
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA.
RAFTER TO PLATE CONN.
PRE ENGINEERED
/111111/1
TRUSS AND
IF PERPENDICULAR TRUSS
CONNECTIONS PER
INSTALLED ABOVE, FASTEN
PLAN TYP.
2x8 #2 SYP TOP PLATE TO
TRUSS W/ (2) 12d TOENAILS
00
2x8 SYP #2 P.T. VERTICAL @
',
16" O.C. FASTEN EXT.
d
•
SHEATHING W/ 8d NAILS 6"
O.C. AT EDGES AND 12" O.C.
IN FIELD. FASTEN TOP
N
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U
W. (4) 12d NAILS
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o
PLATE TO CMU WALL W/ (4)
W
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
U_
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
ES01HEADER @ POCKET SLIDER
1/2"=1
LEDGER @ LOW ROOF
10dx3"
10d x 3" OPP. SIDE
kNCE 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
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: 05/24/18
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
BOND BEAM
LINTEL AS PER PLAN —_
WD. HD. HT.
SEE PLAN
PRECAST SILL OR SILL
PER WINDOW
MANUFACTURER
WRITTEN
SPECIFICATIONS
EXT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER
PLAN
FIN. FLR.
0'-0"
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 i
`— FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
MIN THICKNESS SHALL
• „
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
UBLE 2x TOP PLATE
BOTTOM PLATE
" FLOOR SHEATHING
TACHED PER
ILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
TYPICAL TRUSS TO
SIMP. HTT4
21/
BEAM) ATTACHED PER
CONNECTION INFO.
FRAME CONNECTION.
W/(18) 16d x 22' NAILS
(2) 2x SILL AT WINDOW
FLOOR GIRDER OR
W1 2x CRIPPLE STUDS
BEAM; SEE PLAN
SEE STANDARD
TO POST (U.N.O. ON
A
FLOOR W/ (14) 10d
BLOCKING WITHIN FLR.
SEE FLOOR FRAMING
NAILS
SYSTEM TO MATCH
CONNECTOR NOTES
JAMB STUDS
COL. DIMENSION
SYSTEM INFO.
(2) 2x SPF TOP PLATE
REFER TO PLAN FOR
3", THEN RUN DOWN
U.N.O. ON PLAN
BUILT-UP COLUMN
FRAMING PLAN) & 8"
ATTACH 2x STUDS W/
INFO.
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" 0.(
EL
STRAPS CENTERED @
\
BEARING WALL PER
FLOOR W/ (14) 10d
,� _
m
PLAN BEYOND
NAILS`
-• =_
ALL THREAD W/7" MIN.
Z
(2) SIMPSON LSTA18
MID -HEIGHT BLOCKING
REFER TO PLAN FOR
EMBEDMENT INTO TIE
PER BEARING WALL
FLOOR TRUSS TO
(1) SIMPSON LSTA30
BUILT-UP COLUMN
BEAM USING SIMP. SET
NAILS
STRAP CENTERED
INFO.
EPDXY
FLOOR TRUSS PER
BETWEEN COLUMN
CONNECTION PER
FLUSH W! FACE OF
PLAN
AND GIRDER/BEAM
PRE -ENG. FLOOR
PROVIDE SOLID
0
BELOW W/ (22) 10d
SYSTEM - IF NO FLOOR
BLOCKING BELOW
SEE DETAIL WS11THIS
NAILS
SYSTEM INSTALL
COL. EVEN WITHIN
SHEET FOR MORE INFO
FOR FTG.
KNEEWALL & PROVIDE
FLOOR TRUSS
MASONRY WALL SEE
MASONRY
SOLID BLOCKING
O.C. WALL SHEATHING
PLAN FOR MORE INFO
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
UNDER COLUMN
PLAN
SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E
HEADER OPENINGS
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
LATERALLOADS
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
TO BOT. (RIBBON/
FRAMING PLAN FOR
BEAM) ATTACHED PER
CONNECTION INFO.
NAILING SCHEDULE.
MTSC40 POST ABV. TO
(2) 2x SILL AT WINDOW
FLOOR GIRDER OR
W1 2x CRIPPLE STUDS
BEAM; SEE PLAN
AT EA END NAILED TO
ABOVE fis0 TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM
BAND JOIST & BLKG
OR LVL GIRDER
FLOOR SHEATHING
3/4"=1'-0"
HEADER
2x 2ND FLOOR STUDS
HEADER
MTSC40 POST ABV. TO
SEE PLAN FOR MORE
(2) SIMPSON LSTA18
POST BELOW U.N.O.
SIMPSON LSTA24 tiFFT
STRAPS CENTERED Cc
PROVIDE SOLIDA
A
FLOOR W/ (14) 10d
BLOCKING WITHIN FLR.
SEE FLOOR FRAMING
NAILS
SYSTEM TO MATCH
PLAN FOR FLOOR
JAMB STUDS
COL. DIMENSION
SYSTEM INFO.
(2) 2x SPF TOP PLATE
REFER TO PLAN FOR
3", THEN RUN DOWN
U.N.O. ON PLAN
BUILT-UP COLUMN
FACE OF JAMB STUDS/
ATTACH 2x STUDS W/
INFO.
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" 0.(
EL
STRAPS CENTERED @
BOTH SIDES OF THE WALL
BEARING WALL PER
FLOOR W/ (14) 10d
,� _
m
PLAN BEYOND
NAILS`
-• =_
COLUMNS
Z
(2) SIMPSON LSTA18
MID -HEIGHT BLOCKING
(2) SIMPSON META16
STRAPS CENTERED Cc
PER BEARING WALL
FLOOR TRUSS TO
FLOOR W/ (14) 10d
SCHEDULE
MASONRY WALL
NAILS
BEARING WALL PER
—
(3) 2x STUD PACKATTACH
COLUMN BASE
EXT. SHEATHING
PER NAILING
CONNECTION PER
FLUSH W! FACE OF
SCHEDULE
PLAN
MASONRY ATTACHED
0
PER NAILING
ATTACH 2x STUDS W/
REFER TO
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.0
FOUNDATION PLAN
1/8" GAP BETWEEN
z
FOR FTG.
SHEATHING AND
W
INFORMATION
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
O.C. WALL SHEATHING
MASONRY WALL PER
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
i��� * pFZo���
PLAN
SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E
TYPICAL TWO STORY COL. @ GIRDER
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) & 5"
ALL THREAD W! 7" MIN.
EMBEDMENT INTO TIE
BEAM USING SIMP. SET
EPDXY
BE 1/2 GYP BOARD OR 3/4"=1'-0" % 3/4"=1'-0"
15/32" OR 7/16" OSB.
ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN
TRUSS W/ 8d NAILS AT FLOOR SHEATHING & FLOOR SHEATHING &
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 2x STUDS , SEE NAILING SCHEDULE SCHEDULE
FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE
2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR
@ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN SOLID BETWEEN
AND SEE ARCH PLAN SPACING AND GRADE
TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN
2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE
2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/
AGAINST TRUSS (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 12" O.C.
VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" () 12d @
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
OR FIELD FRAME 2x4 2x4) TO TRUSS W/ (4)
SYS. 42 FLOOR 2x4) TO TRUSS W/ (4)
CONC. SLAB - KNEE WALL, STUDS @ 16d NAILS; BOTTOM
TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS 16d NAILS; BOTTOM RIBBON TO BE PT IF
SEE FOUNDATION (MAX) RIBBON TO BE PT IF BRG DIRECTLY ON
PLAN FOR MORE INFO @EACH END. TRUSS TO BRG DIRECTLY ON CMU
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 t (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 0TWO STORY PARALLEL FLOOR CONNECTION N'Sl't\ TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION
FLOOR SHEATH
PER PLAN ATTA,
PER NAILING
SCHEDULE
FLOOR TRUSSE
PLAN
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BEAM PER PLAN
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE
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(2) 12d @ 12" O.C.
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TO BOTTOM PLATE/
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2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
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(1) ROW 8d NAILS @ 3"
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TO BOTTOM RIBBON
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FLOOR SHEATHING
SOLID SHEATHING @
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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.
(2) 2x SYP #2
BUILT-UP STU[
COLUMNS
1 /2"=1'-0"
3ER BY OTHERS
3S PER PLAN
32ER 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"
2x8's MIN. SPF #2 @ 16"
2x BASE PLATE W/ (2) —
O.C. MAX W/ MID POINT
SCHEDULE
12d NAILS @ 12" O.C.
2x BRG WALL W/ SIMPSON SP2 @
I
USE SIMPSON MTS12
2x BRG WALL W/
MTS12 MAY BE USED @ BASE.(WHEN
OR LSTA18 TO
SIMPSON SP2 @ TOP &
2x BLOCKING W/ (2) 12d
BLOCKING BELOW.
SP1 @ BASE. LSTA18
TOENAILS EACH END
NOT REQ'D IF STUD IS
OR MTS12 MAY BE
STRAP; CENTER
CONNECTED W1 MTS12
USED @ BASE
2x BASE PLATE W/ (2)
OR LSTA18
EXTERIOR SHEATHING
12d NAILS @ 12" O.C.
2x BLOCKING W/ (2) 12d
ATTACH PER NAILING
3/4" FLOOR SHEATHING
TOENAILS EACH END
SCHEDULE
ATTACHED PER
2 2x4 #2 SYP
MIN. 2x6 #2 SYP CONT. I
NAILING SCHEDULE
BLOCKING W/ SIMPSON
(2) 2x4 #2 SYPHUC24-2
REQUIREMENTS
EACH END,
BLOCKING W/ SIMPSON
I
USE (4) 10d & (2) 10d
HUC24-2 EACH END,
W/ (2) 10d TOE NAILS
NAILS. UNDER
USE (4) 10d & (2) 10d
I
WINDOW JAMBS USE
NAILS. UNDER
SEE PLAN
(2) 2x6 W/ HUC26-2.
WINDOW JAMBS USE
SIMPSON LUS26. USE
PECESS LEDGER INTO
(2) 2x6 W/ HUC26-2.
INTERIOR FLAT STRAP
LOW ROOF TRUSS SEE
I
IS STILL REQUIRED AT
TRUSS PLAN FOR
LOW ROOF TRUSS SEE
FLOOR TRUSS PER
CONNECTIONS (IF
TRUSS PLAN FOR
PLAN
TRUSS IS CONT. BRG
CONNECTIONS
MASONRY (SHOWN)
ON MASONRY USE
OR WOOD WALL PER
MASONRY (SHOWN)
META16 @ 24" O.C. OR
-
OR WOOD WALL PER
ON WOOD USE HGA
1S6d NAOILS)
PLAN
CLIPS @ 24" O.C.)
S14 SECTION @ RAISED HEEL TRUSS
S1 SECTION
(2) 2x SYP #2
BUILT-UP STU[
COLUMNS
1 /2"=1'-0"
3ER BY OTHERS
3S PER PLAN
32ER 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"
COMBO TRUSS
EXT. FINISH PER
ARCHS
2x8 MIN. SPF #2 @ 16"
O.C. - SEE FRAMING
PLAN FOR MORE INFO
2x4 BLOCKING
BETWEEN STUDS W/
�— SHEATHING PER PLAN
2x8's MIN. SPF #2 @ 16"
ATTACH PER NAILING
O.C. MAX W/ MID POINT
SCHEDULE
BLOCKING (U.N.O.)
2x BRG WALL W/ SIMPSON SP2 @
I
TOP & SP1 @ BASE. LSTA18 OR
MSTAM24 EA. SIDE OF -
MTS12 MAY BE USED @ BASE.(WHEN
EA. STUD TO WALL
WALL IS CONT. BRG ON TRUSS
BELOW W/ (9) 10d
STRAP STUDS W/ LSTA18 @ 16" O.C.
NAILS AND (5) 1/4"x2
TO TRUSS BELOW)
3/4" TAPCONS PER
3/4" FLOOR SHEATHING ATTACHED
STRAP; CENTER
PER NAILING SCHEDULE
STRAP BETWEEN
MAX 1/8" GAP
MASONRY WALL AND
FLOOR TRUSS PER
FRAME WALL
PLAN
CONTRACTOR MAY USE
I
TRUSS PER PLAN
I
OF LEDGER -
(USE (3) SREWS IF 24"
SIMPSON HTT4 AT
MIN. 2x6 #2 SYP CONT. I
w/ SHOP DRAWINGS I
I
REQUIREMENTS
WINDOW JAMB STUDS
STUDS TO ALIGP
I
SDS WOOD SCREWS @
I- — — ,_ —— — — —
USS DIREC
W/ (2) 10d TOE NAILS
INSTEAD OF INDICATED
&MORE INFO
I
LOW ROOF TRUSS W/
FROM EA. END - USE I
16" TALL RAISED HEEL
EXTERIOR FLAT STRAP.
(3) SCREWS FOR 24" I
SIMPSON LUS26. USE
PECESS LEDGER INTO
SEE PLAN
90
INTERIOR FLAT STRAP
TLRUSS. VERIFY W/
I
IS STILL REQUIRED AT
RUSS SHOP
JAMB STUD CONDITION
USING SIMPSON H10A
SEE ARCHS FOR —�
2x8 SYP#2 LEDGER W/
FURRING AND
PLANS
INTERIOR FINISH
MASONRY (SHOWN)
MASONRY WALL PER
OR WOOD WALL PER
PLAN
PLAN
-
COMBO TRUSS
EXT. FINISH PER
ARCHS
2x8 MIN. SPF #2 @ 16"
O.C. - SEE FRAMING
PLAN FOR MORE INFO
2x4 BLOCKING
BETWEEN STUDS W/
�— SHEATHING PER PLAN
(2) 12d TOE NAILS
ATTACH PER NAILING
EACH END
SCHEDULE
TO BOTTOM OF SILL
2x8 #2 SYP P.T. SILL
I
PLATE W/ 1/2" EPDXY
-----------------------------I
ANCHOR BOLT OR
I
J -BOLT W/ MIN. 7"
2x8 #2 SYP P.T. SILL
23/41, EMBED. @ 32" O.C. & 3"
PLATE W/ 1/2" EPDXY
FROM EA.END
ANCHOR BOLT OR
I
J -BOLT W/ MIN. 7"
I
EMBEDMENT @ 32"
MAX 1/8" GAP
O.C. & 3" FROM EACH
BETWEEN SHEATHING
END
AND CMU
IMAX - EQUALLY
WALL SPLICE DETAILS
EXTERIOR SHEATH"
L --------------------------J
OPT. TRUSS RECESS LEDGER
D04 SECTION @ LOW ROOF
NOT USED
I Fnrpp n nP[=nl Tn RGI nXA/
3/4"=1'-0"
2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
SEE 2NC
FROM TOP OF WALL
I
I ADDITIC
TO BOTTOM OF SILL
I INFORM,
I
PLATE ATTACH PER
-----------------------------I
NAILING SCHEDULE
I
I
ROOF SHEATHING —
ISIMPSON H2.5 EA.
(
ATTACH PER NAILING
ITRUSS
I
SCHEDULE
I
SIMPSON CS18 f
O.C. MAX. (INSTALL (4)
I
PRE-ENGINEERED —
I
G.T.)
IMAX - EQUALLY
I
TRUSS PER PLAN
I
OF LEDGER -
(USE (3) SREWS IF 24"
LEDGER RECESSED
INTO TRUSS. VERIFY I
MIN. 2x6 #2 SYP CONT. I
w/ SHOP DRAWINGS I
I
REQUIREMENTS
LEDGER W/ (2) Ya"x3-1/2" I
STUDS TO ALIGP
I
SDS WOOD SCREWS @
I- — — ,_ —— — — —
USS DIREC
W/ (2) 10d TOE NAILS
16" O.C. MAX. & 3"
&MORE INFO
I
LOW ROOF TRUSS W/
FROM EA. END - USE I
16" TALL RAISED HEEL
I
(3) SCREWS FOR 24" I
SIMPSON LUS26. USE
PECESS LEDGER INTO
O.C. I
LUS26-2 FOR 2PLY
TLRUSS. VERIFY W/
I
TRUSS
RUSS SHOP
I
USING SIMPSON H10A
LRAWINGS---------------------- J
2x8 SYP#2 LEDGER W/
PLANS
MIN. (4) 16d NAILS TO
SIMPSON CS18
EACH STUD (AT EACH
OPT. TRUSS RECESS
LEDGER
IDE T. USE (4)
STUDS ABOVE TO
1S6d NAOILS)
L --------------------------J
OPT. TRUSS RECESS LEDGER
D04 SECTION @ LOW ROOF
NOT USED
I Fnrpp n nP[=nl Tn RGI nXA/
3/4"=1'-0"
2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
SEE 2NC
I---------------------------, WALL SE
I
I ADDITIC
I
I INFORM,
I
SIMPSON H2.5 I
I
NAILING SCHEDULE
TRUSS TO LEDGER I
IMIN. 2x6 #2 SYP
W/ (2) 16d NAILS
LEDGER W/ (4) 16d
I
ICONT. LEDGER w/ (2)
2ND PLY W/ (2) 1
INTO END OF EA.
@ 12" O.C.
IY,"x3" SDS WOOD
SIMPSON CS18 f
O.C. MAX. (INSTALL (4)
WF16/
(SCREWS @ 16" O.C.
< ,
G.T.)
IMAX - EQUALLY
I
SPACED & 3" FROM °
TEND
I
OF LEDGER -
(USE (3) SREWS IF 24"
LEDGER RECESSED
INTO TRUSS. VERIFY I
IO.C. IS REQUIRED
w/ SHOP DRAWINGS I
L --------------------------J
OPT. TRUSS RECESS LEDGER
D04 SECTION @ LOW ROOF
NOT USED
I Fnrpp n nP[=nl Tn RGI nXA/
3/4"=1'-0"
2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
ALIGN 2ND FLO(
TOE NAILS.
STUDS w/ 1ST FI
ROOF AND EXTERIOR
STUDS
SHEATHING
TOENAILS EACH SIDE
ATTACHED PER
(2) 2x SPF#2 BAIr
NAILING SCHEDULE
PLATE. ATTACH
2X8 #2 SYP CONT.
W/ (2) 16d NAILS
LEDGER W/ (4) 16d
TRUSS, THEN A -
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
SIMPSON LUS26-2
SEE PLAN FOR
TRUSS TO LEDGER
BEARING WALL
REQUIREMENTS
8" CMU WALL, TYP.
STUDS TO ALIGP
SEE FLOOR I STUDS ABOVE
FRAMING PLAN FOR
MORE INFO. VERIFY
PLAN FOR LOCATION I �V1/F201 SECTION
AND DIRECTION @ 2 -STORY BRG.
CONT. #5 IN TIE BEAM
EXT. FINISH PER
ARCHS
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.
WI 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
3/4"=1'-0"
O.H.
ER ELEV.
EXT. SHEATHING 2x4 NAILER W/ (2)
ATTACH PER NAILING 16d NAILS @ 16" O C
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 PLATE
ATTACH TO DOUB
TOP PLATE W/ (2)
4-1/2" SDS SCRE
12" O.C., STAGGE
ROWS 6"
IF SHEATHING IS NOT
CONTINUOUS TO BASE 2x BEARING WALL
PLATE, SP8 TOP AND WITH ROOF LOAD
BOTTOM ARE REQ'D REFER TO BEARIN
CMU WALL PER PLAN WALL SCHEDULE
STUD BASE
CONNECTION &
BOTTOM PLATE
ANCHORS
fiF1 BRACING @ 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
TYPICAL CONNECTION
— SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
GIRDER OR BEAM
J/-+ - I -U
SHEATHING CONT. TO
2nd STORY WALL
O.C. BOTTOM PLATE
ATTACH PER NAILING
SCHEDULE
AB
W/ 11"
,
LE
1/4" x
WS @
R
0
O.S.B. TO OVERLAP
BOTTOM PLATE 1-1/4"
(MIN.)
G 2x LEDGER TO UPPER
FOR
FLOOR WALL W/
1/4" X 3-1/2" SIMPSON
SDS SCREW @ 16" O.C.
(2) 2x4 TOP PLATE
(2) 2x SPF TOP
WINDOW SEE PLAN
PLATES U.N.O.
FOR LOCATION
2x BLOCKING w/ (2) 12d -
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
EXT. SHEATHING FROM
ROOF LINE
TOP OF WALL TO DBL
BOTTOM PLATE. IF
2x BASE PLATE W/ 12d —
SHEATHING IS NOT
@ 24" O.C. TO FLOOR
CONT. ADD BLOCKING
SYSTEM BELOW
@ SHEATHING SPLICE
W/ (3) 10d TOENAILS
PLYWOOD FLOORING —
EA. END. SIMPS. SP4
SEE FLOOR FRAMING
@ TOP REQ'D
PLAN FOR MORE INFO
ROOF SHEATHING
ATTACH PER NAILING
\_LS
SCHEDULE
LAN
2x4 SYP#2 BLOCKING
USS DIREC
W/ (2) 10d TOE NAILS
SIMPSON CS18
&MORE INFO
TO BUILT UP STUD
LOW ROOF TRUSS W/
16" TALL RAISED HEEL
BOTTOM CHORD
EXTENSION
FLOOR GIRDER SEE
PLAN FOR
ATTACH EACH TRUSS
CONNECTION
TO BEARING WALL
USING SIMPSON H10A
U.N.O. ON FRAMING
PLANS
3/4"=1'-0"
O.H.
ER ELEV.
EXT. SHEATHING 2x4 NAILER W/ (2)
ATTACH PER NAILING 16d NAILS @ 16" O C
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 PLATE
ATTACH TO DOUB
TOP PLATE W/ (2)
4-1/2" SDS SCRE
12" O.C., STAGGE
ROWS 6"
IF SHEATHING IS NOT
CONTINUOUS TO BASE 2x BEARING WALL
PLATE, SP8 TOP AND WITH ROOF LOAD
BOTTOM ARE REQ'D REFER TO BEARIN
CMU WALL PER PLAN WALL SCHEDULE
STUD BASE
CONNECTION &
BOTTOM PLATE
ANCHORS
fiF1 BRACING @ 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
TYPICAL CONNECTION
— SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
GIRDER OR BEAM
J/-+ - I -U
SHEATHING CONT. TO
2nd STORY WALL
O.C. BOTTOM PLATE
ATTACH PER NAILING
SCHEDULE
AB
W/ 11"
,
LE
1/4" x
WS @
R
0
O.S.B. TO OVERLAP
BOTTOM PLATE 1-1/4"
(MIN.)
G 2x LEDGER TO UPPER
FOR
FLOOR WALL W/
1/4" X 3-1/2" SIMPSON
SDS SCREW @ 16" O.C.
(2) 2x4 TOP PLATE
(2) 2x SPF TOP
rvui�v. rtslN FOR r I G. REQ.
O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH
WALL & WALL OPENINGS @ 32"o.c. C TOP PLATE TO HEADER WITH LSTA12 BENT
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
@)
SEE 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
STRAPS TOP &�
BOTTOM OF EA. STUD
PER BEARING WALL
SCHEDULE
ALL CS18 STRAPS TO HAVE MIN
12" END LENGTH ON STUDS W/
(18) 8d NAILS
PROVIDE EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE
FOR EXTERIOR 2 STORY WALLS
2x4 BLOCKING W/ (2)
16d NAILS @ EA. END.
BLOCK ADJACENT
BAYS @ EACH
DIAGONAL BRACE AS
SHOWN. FASTEN ROOF
SHEATHING TO 2x
BLOCKING W/ 8d NAILS
@ 6" O.C.
(5) 16d NAILS
DIAGONAL BRACE TO
BLOCKING
PROVIDE 2x4 SYP #2
CONT. BRACE W/ (2)
16d NAILS EACH
DIAGONAL BRACE.
J
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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.
PLATES U.N.O.
(2) 2x HEADER
SEE FLOOR PLAN
FOR MORE INFO
SP4 TOP OF EA.
\_LS
TA30HEADER
STUD U.N.O.
11
SIMPSON CS18
TO BUILT UP STUD
2x STUDS SEE PLAN
STUDS ABOVE TO1
STUDS ABOVE ARE
STUDS BELOWTO
UO
ALIGN W/ STUDS
SIMPSON CS18
BELOW
STUDS ABOVE TO
SIMPSON CS18
STUDS BELOW
STUDS ABOVE TO
/HEADER
U.N.O.
BELOW
o
•
B
o
o • •
2x SPF BASE
•
PLATE
ROVIDE SOLID BLOCKING
PRE-ENGINEERED
ITHIN FLOOR SYSTEM
FLOOR SYSTEM
NDER BUILT UP COLUMNS
KNEEWALL OR BEAM
Al
21
•
• o
(2) 2x SPF TOP
'
• o
PLATES U.N.O.
0 0 0
(2) 2x HEADER
B SEE FLOOR PLAN SIMPSON CS18
MORE INFO STUDS ABOVE 1
2x STUDS SEE PLAN
STUDS BELOW
STUDS ABOVE ARE
7STA3
TO ALIGN W/ STUDS
BELOW
HEADER TO
I I I
BUILT UP
STUD
2x P.T. BASE PLATE SEE
BEARING SCHEDULE FOR
A.B. INFO
AL
Q
rvui�v. rtslN FOR r I G. REQ.
O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH
WALL & WALL OPENINGS @ 32"o.c. C TOP PLATE TO HEADER WITH LSTA12 BENT
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
@)
SEE 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
STRAPS TOP &�
BOTTOM OF EA. STUD
PER BEARING WALL
SCHEDULE
ALL CS18 STRAPS TO HAVE MIN
12" END LENGTH ON STUDS W/
(18) 8d NAILS
PROVIDE EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE
FOR EXTERIOR 2 STORY WALLS
2x4 BLOCKING W/ (2)
16d NAILS @ EA. END.
BLOCK ADJACENT
BAYS @ EACH
DIAGONAL BRACE AS
SHOWN. FASTEN ROOF
SHEATHING TO 2x
BLOCKING W/ 8d NAILS
@ 6" O.C.
(5) 16d NAILS
DIAGONAL BRACE TO
BLOCKING
PROVIDE 2x4 SYP #2
CONT. BRACE W/ (2)
16d NAILS EACH
DIAGONAL BRACE.
J
g
TRUSSES PER PLAN o -,S' C ••• * • Uj C\1
a 00
C\j
� OZ2X4 SYP #2 DIAGONAL NZ BRACE @ 48" O.C. MAX. * p45° FROM �: Oz
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HORIZONTAL BRACE z� •;RED!!'��
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JOB No. DWH-0205117
Q SCALE: AS INDICATED
Z DATE: 05/24/18
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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.
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
STRINGERS TO
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 & LANDING
FRAMING
END OF LANDING FOR SCHEDULE @ LANDING
STRINGERS TO @ 16"O.C. W! SIMPSON
CONNECT T0. BEAM A35 OR LUS26 HANGER
TO BEAR DIRECTLY ON ON EACH SIDE
BUILT UP COLUMNS
BELOW
A -A PLAN VIEW @ 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 W/ 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
Z
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"
I
II
II
II
II
II
II
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)
ML
6" MIN.
to
STAIR WINDER DETAIL
2xJOIST LEDGE
IF ATTACHING
MASONRY WAL
SIMPSON A35
CONNECTIONS
MASONRY WAL
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
IIBEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
X
(3) 2x12
2x8
8'-0"
12'-0"
(2) 2x12
2x6
6'_0"
(1) 2x12
(1) 2x8
2x6
4'-0"
TO ALLOW VERTICAL
VERTICAL LOCATIC
(3) 2x12
2x8
8'-0"
11'-0"
(2) 2x12
2x6
6_011
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
8'-0"
10'-0"
(2) 2x12
2x6
6'_0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x12
91.0.1
(2) 2x12
2x871_0.1
9'-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
(3) 2x12
2x8
9'_011
(2) 2x12
2x8
7'_0"
8'-0"
(1) 2x12
(1) 2x8
2x6
(3) 2x12
2x12
91_0.1
(2) 2x12
2x8
7'-0"
7'-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
6'-0 „
(2) 2x12
2x8
81.011
(1) 2x12
(1) 2x8
2x6
5'-0"
5'-0" OR LESS
(2) 2x12
2x8
91.0.1
(1) 2x12
(1) 2x8
2x6
641
BASE PLATE PER FLOOR PLAN NOTE:
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT
rST01 GENERAL 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 (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.
SCALE: 3/4" = 1'-0" 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"
J.C. MIN. AND @ ANY
DPENING W/IN
-IANDRAIL
<NEEWALL
SECTION X -X
SEE ARCH PLAN
MAX. 4'-0" ABOVE FLOC
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
2x L -BRACE W/ 12d 2x6 VERTICAL AND
NAILS @ 4" O.C.
L -BRACE @ 6-0" O.C.
@ ANY OPENING
3y"
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
�— ATTACH 2x6 VERT0
DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS SDS WOOD S (3) Ya'
SCREVI
N.T.S. EQUALLY
SPACED/CENTEREI
2x4 CONT. TOP PLATE TRUSS TO OUTSIDI
ATTACH TOP PLATE TO FACE OF TRUSS
STUDS W/ (2) 16d TOE
NAILS
I
I SEE ARCH PLAN
MAX. 4'-0" ABOVE
2x4 #2 SPF STUDS @ XF—M
X
24" O.C. W/ (2) 12d
TOENAILS BOTTOM
2x4 SILL PLATE W/ I
NOTCH SILL AND
10d NAILS @ 4" O.0
PLYWOOD FLOORING
(NOTCHED @ 2x6
TO ALLOW VERTICAL
VERTICAL LOCATIC
TO SLIDE DOWN TO
FACE OF TRUSS
ATTACH 2x6 VERTICAL
2x6 VERTICAL AND
TO TRUSS W! (3) Ya" x 3"
L -BRACE @ 6'-0" 0.(
SDS WOOD SCREWS
@ANY OPENING
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)
2x4 CONT. TOP PLATE
(ATTACH TOP PLATE
TO STUDS W! (2) 16d
TOE NAILS
2x4 #2 SPF STUDS @
24" O.C. EVERY OTHER
STUD TO BE
ATTACHED TO TRUSS
BELOW (OTHERWISE
ATTACH W! (2) 12d
TOENAILS @ BOTTOM)
2x4 SILL PLATE W/ (2)
16d TOE NAIL EA.
CONT. BRACE & 10d
NAILS @ 4" O.C. TO
FLOOR SHEATHING
ATTACH 2x4 TO TRUSS
W/ (2) Y4"x3" SDS
SCREWS EQUALLY
SPACED & CENTERED
IN TRUSS
EQUALLY
SPACED/CENTERED IN TRUSS SEE PLAN
TRUSS TO OUTSIDE
rST`03 SECTION @ HANDRAIL W/ FACE OF TRUSS
=1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
FLOOR TRUSSES SCALE: 3/4"
N.T.S.
.C. 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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