HomeMy WebLinkAbout2808 Gipper Cir 18-3252 New construction SFHGENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETDRMINED 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 V, 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 PER DETAIL MD08.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 113 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 MIN. 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 AND HOOKED AT THE TOP AND BOTTOM TO TH
BOND COURSE AND FOOTING PER MD08. NO NON-STRUCTURAL ITEMS (SUCH AS
PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS
8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA. TIES
SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT
OPERATION
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 + 112"
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.
15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2x P.T. ATTACHED TO CMU
W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1 1/4" EMBEDMENT OR 1/4"
TAPCON W/ MIN. 1 1/2" EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM
ENDS. 2x FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS
OR @ MAX 24" O.C.
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.t/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 SPIB, OR BETTER.
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS.
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING)
SHALL BE SPF#2 OR BETTER U.N.O..
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD.
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
BY OTHERS.
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
HSS2 STUD SHOES, TYP U.N.O.
11.MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE
AWPA U1 STANDARD.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF
THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER)
3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,700,000 IbAn2 U.N.O. E = 2,000,000 Ib/in2 U.N.O. E = 1,500,000 Ib/in2 U.N.O.
Fb = 2650 Fb = 3000 Fb = 2200
Ft = 1650 Ft = 1700 Ft = 1500
Fc ii= 3000 Fc 1]= 3000 Fc ]I= 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
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 ACME 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
MANUFACTIJRER UNLESS NOTED ON PLANS
5. TRUSS FzLEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSE'%NLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 20 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
E DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 10 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/APA
RECOMMENDATIONS FOR MIN. 7/16' OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIPIRIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12' O.C. MAX & 4- FROM
EA. END. NOTE: PLYWOOD 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 91 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT- LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT I6-0' O.C. MAX WAN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T' BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-63).
-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-83.
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 HP&IGERS.
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
THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR
MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH
REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL
CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS
SPECIFICATIONS.
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
-112" 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/ LBP112 WASHER MAY BE USED ILO 112"
J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 112"-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 PWI-
-EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS list (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 TIEBEAAA & 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 1-118", CONTACT FOR FOR REPAIRS.
STRUCTURALSTEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S,
Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO FOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL
BE %fi' UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION
ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED
BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE
PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF
PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY II
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
(- VALUE DENOTES SUCTION
AREA
O
O
(+) 21.2
(+) 21.2
10
(_) 22.9
(-) 28.3
(+) 20.2
(+) 20.2
20
(_) 22.0
(-) 26.4
(+) 19.0
(+) 19.0
50
(_) 20.8
1 (-) 23.9
100
N 18.0
(+) 18.0
(-) 19.8
(-) 22.0
GARAGE DOORS
V-0" x 7'-0"
16 4' x T-0"
(+) 18.4
+ 7.7
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM Q6,,
,
°�
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 61h 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 PROVI J]ED PER
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE -
RESIDENTIAL, CURRENT EDITION.
David Weekley Homes
REAGAN POINT - LOT 28
MODEL 7512, ELEVATION'A'
oii�l
61: IM1011 11111111111, 11, 111111,11
2808 GIPPER CIRCLE
SANFORD, FL 32773
INDEX OF DRAWINGS i
i
SHEET
SHEET TITLE
S1
STRUCTURAL NOTES & COVER
PHS
UPDATES
FS-1
FOUNDATION FORMS PLAN
TB-1
TIE BEAM PLAN
PLN-1
FLOOR PLANS
ELE-1
UTILITY PLANS
INT-1
INTERIOR DETIALS
INT-2
STAIR SECTION
INT-3
CLOSED STAIR SECTION
ELV-1
FRONT AND REAR ELEVATIONS
ELV-2
LEFT AND RIGHT SIDE ELEVATIONS
RFP-1
ROOF PLAN
PLT-1
PLOT PLAN
S2
FOUNDATION PLAN
S2.1
DOWEL PLACEMENT PLAN
S3
FOUNDATION DETAILS
S4
LINTEL PLAN
S5
FIRST FLOOR FRAMING PLAN
S5.1
NOTES & CONNECTOR LEGEND
S5.2
ROOF FRAMING PLAN
SD1
GENERAL DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
TWO STORY DETAILS
SD5
TWO STORY DETAILS
ST1
GENERAL STAIR DETAILS
MASTER UPDATES RECORD COPY
NUMBER
DATE
DESCRIPTION
INTIALS
1
1/23/2017
CREATED ELEV. A & B w/OPTIONS
HG
2
11/20/2017
UPDATED ELEV. A&B TRUSSES AND ENGINEERING PER RPT-1& 11
MR
3
5/11/2018
APPLIED ARCH. UPDATES FROM 12/01/17 & 12/20/17 PER RPT-15 &
UPDATED PLANS TO MEET F.B.C. 6th EDITION (2017) RESIDENTIAL
MR
4
5/11/2018
ADDED EXP C ACCU-SPAN TRUSSES FOR ELEVATIONS A&B
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ARCHIVE PLAN REVISIONS
#
BY
DATE
DESCRIPTION
1.
XS
09-07-2016
-REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION
2
VV
11-4-16
REVISED WINDOWS @ STUDY (2) 3-0 5-2 ILO (2) 25SH ELEVATION "A"
REVISED WINDOWS @ STUDY 3-0 6-0 ILO 25SH ELEVATION "B"
ALL ELEVATIONS:
- REVISED T.O.M. TO 9-4 ILO 10-0 SECOND FLOOR PLATE TO 19-8 ILO 20-4
3
VV
12-06-16
REMOVE ONE RISER AT TOP STAIRS
ELEVATION "A" REVISED WINDOWS HEIGHTS @ STUDY 7-4 ILO 8-0
ELEVATION "B" REVISED WINDOWS @ STUDY 3-0 5-2 ILO 3-0 6-0 @ 7-4
ALL ELEVATIONS:
REVISED CHASE AT BEDRM 3 CLOSET
4
AO
12-01-17
-REVISED GUARDRAIL CONFIGURATION AT 2ND FLOOR STAIR
-ADDED +/- 7-10 CLG. NOTE AT POWDER BATH
-ADDED NOTE TO DOOR TO PWDR 6-8 MAX.
-ADDED SHED ROOF OVER REAR DOORS
ALL ELEVATIONS:
-REMOVED STORAGE SHELF @ OWNER'S CLOSET
5
JS
12-20-17
ALL ELEVATIONS:
-CHANGED ALL CAN LIGHTS TO SURFACE MOUNT
6
LW
6/15/18
7
DB
12/10/18
-REVISED WINDOWS AT STAIR SIDE ELEVATION TO BE "TEMP"
ASR REVISIONS
#
BY
DATE
DESCRIPTION
1.
MB
04-15-2019
ASR CREATED
8
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04/22/19
-REMOVED LAUNDRY FOLDING COUNTERTOP AT UTILITY
-REMOVED GARAGE SERVICE DOOR
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HCR (s)
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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.
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
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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 @ MASTER CLOSET. VERIFY LOCATION IN FIELD
UTILITY LEGEND
110V OUTLET
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HANDRAIL ENDS SHALL BE RETURNED OR SHALL
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* VERTICAL 1x6'S TO EXTEND TO SIDE WALLS
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ARC LEN. RAD. CHRD. BRG. CHRD. LEN.
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CALCULATION
WITHIN PROPERTY LINES
SLAB:
1536
FLATWORK:
239
LOT:
3204
COVERAGE:
55.3%
SOD AREA:
1124
NOTE: AVG 300 SQ.FT. OF SOD IS
SUBTRACTED FROM SOD AREA
TOTAL
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FOUNDATION NOTES:
30'-0"
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6"AND SEALED. REFER TO FBC-R CURRENT EDITION
SECTION R506.2.3 FOR REQUIRED LOCATIONS
2. PROVIDE 3 1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
FABRIC (WWF) PLACED IN MIDDLE TO UPPER 113 OF SLAB DEPTH OVER 6
MIL. 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
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.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
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
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET S3 FORADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
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
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
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
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
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---
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
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
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.
1O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.
24" SIDE @3" O.C. & MIN
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
(3) #5 PARALLEL TO 12"
BARS & 3" MIN. COVER TO EDGE OF CONC.
SIDE 6" O.C.
24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
2O
WAY MIN, 2" HORIZ. CLEARANCE BETWEEN
MIN (3) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA,
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.
3.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
4O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.
4A
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.
4B
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.
4.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
66"x66"x16" dp w/45's EQUALLY SPACED EA.
5.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (10) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
SYMBOLS LEGEND
* INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
TIE BEAM ( 5'-4" MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM.
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STRUCTURAL ENG: BAD
DRAFTING:
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
I SCALE: AS INDICATED I
DATE: 04/30/19
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.
S2
SYMBOLS LEGEND
® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
TIE BEAM ( 5'-4" MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
B INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
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[SHALLHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG DENSITY
WHERE 2ND STORY OCCURS, FTG
BE 1'-4" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS
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F01 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON -BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING F
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PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D
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SEE PLAN FOR DOOR LOCATIONS. r
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IMF20 FOR DEEP MONO SHALL BE T-4" WIDE W/ 3) #5 BARS DENSITY DETAIL MD08 ON 1/2" FIBER EXPANSION WHERE 2ND STORY OCCURS, FTG
( SHALL BE 1'-4" WIDE W/(3) #5 BARS
LINTEL PLAN AS REQUIRED
FO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU
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WOOD POST PER PLAN
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® FILLED CELL PER PLAN CENTERED AT PIPE PVC OR SCH40 SLEEVE FOR SIZE AND BASE
PENETRATION CONNECTION �
TOP COURSE TO BE
------- 14" CHAIR BLOCKS.
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GARAGE w 111 III -I ° -III-I I FILLED SOLID
v CONC. SLAB PER FINISH PER ELEV. I I CMU BASE W/ (1) #5
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EDGE W/ (1) #5 CONT.
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F13 THICKENED EDGE @ GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS
3/4"=V-0"
IF MASONRY WALL OR ALL REINFORCEMENT SHALL MIN. (2) #5 DOWEL W/
COLUMN IS ABOVE, ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE MIN. 6" EMBED. INTO
HOOK VERTICAL MAINTAIN 3" CLEAR TO AND 1-112" CLEAR TO ANY FACE MAIN FOOTING W
STEEL TO BOTTOM GRADE AND 1-112" CLEAR TO EXPOSED TO WEATHER SIMPSON EPDXY @
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WEATHER
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DEPTH EXCEEDS 26", :III -III- I �' -III=1 O.C. WHEN MONO -III= I I
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BARS ARE NOT REQ'D I- �'.�_I '-1 I IF DEPTH < 26" THESE
BARS ARE NOT REQ'D (-
(2) #5 BARS CONT. W/ -I I= II I CLEAN COMPACTED I �I=I I 1-I I r��- CLEAN COMPACTED
1'_4" FILL @ 95% STANDARD (2) #5 BARS CONT. W/ I I ICI 11. )'�4". -1 I FILL @ 95% STANDARD
3" COVER TYP. �- DENSITY 3" COVER TYP.-�-�'-`��- DENSITY
FOOTING PER PLAN
PVC SLEEVE
(FRONT VIEW) MAX 6" DIA.
CONT. BOND BEAM W/
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PRIVACY WALL
SCHEDULE
HEIGHT PER PRIVACY
IDTH PER PRIVACY
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PRIVACY WALL SCHEDULE
WALL HEIGHT
FOUNDATION
FOOTING
DOWEL
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REINFORCEMENT
SPACING
(3) #5's CON rINUOUS EQUALLY
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V-8" x V-0"
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72" O.C.
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(3) #5's CON rINUOUS EQUALLY
4'-1" to 514"
2'-0" x V-D"
SPACED & 3" COVER, W/ (1) #5
56" O.C.
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(4) #5's CONTINUOUS EQUALLY
5'-1" to 7'-V
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32" O.C.
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(5) #5's CONTINUOUS EQUALLY
7'-l" to 9'-0"
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SPACED & 3" COVER, W/ (1) #5
24" O.C.
TRANSVERSE BAR @ 12" O.C.
FILLED CELLS TO BE AT EACH WALL CORNER, WALL
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GRAD F
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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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CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/FLOOR
SYSTEM BEARING
#5 BAR IN TIE BEAM SHALL BE
CONTINUOUS AT CORNERS, OR #5
BAR 90-DEGREE HOOK BAR SHALL BE
PROVIDED AT CORNERS PER MD08.
PRECASE LINTEL W/MIN. 3000
PSI GROUT PER LINTEL PLAN.
BOTTOM REBAR AS REQUIRED
PER LINTEL PLAN SHALL SPAN
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8" x 8" x 16" NOMINAL CMU PER STRUCTURAL
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STRUCTURAL COVER NOTES. SEE MD08
UNDER THE WINDOW SILL IS TO
BE A KNOCK OUT COURSE W/
FOR LAP INFO. SEE DOWEL PLACEMENT
PLAN FOR SPACING &LOCATIONS.
#5 CONT. BAR. FILLED CELLS W/
#5 VERT. BARS ARE TO BE
FILLED CELLS TO BE PRESENT AT EACH SIDE
PLACED AT 32" O.C. UNDER
°
OF MASONRY WALL STEP U.N.O. ON PLAN
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MASONRY CLEANOUTS AS REQUIRED PER
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SEE FOUNDATION FOR FOOTING
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TRANSOM OPENING
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WINDOW BY BUILDER
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SEE WF01/SD1 FOR
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I MORE INFO
1
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. O
0
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REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
DO LINTEL W/ TRANSOM DETAIL
3/4"=1'-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE 40
GRADE 60
BAR SIZE
BEND 0-7
LENGTH
LAP SPLICE
BEND O
LENGTH
LAP SPLICE
W.
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"C"
"D"
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"B"
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"D" CONCRETE
#3
2-1/4"
4-1/2"
6"
15"
2-1/4"
4-1/2"
6"
151'
1 18"
#4
3"
6"
6"
20"
3"
6"
6"
20"
24"
#5
3-3/4"
7-1/2"
6"
25"
3-3/4"
7-1/2"
6"
1 25"
30"
#6
4-1/2"
9"
6"
30"
4-112"
9"
6"
40"
36"
#7
5-1/4"
10-1l2"
7"
35"
5-1/4"
10-1/2"
7"
53"
53"
o
U �
a.
B"
s:. a
LAP SPLICE tjANDARD 90° HOOK STANDARD 180' HOOK
DO REBAR SPLICE DETAIL
3/4"=1'-0"
#3=2%"
#4=2%"
#5=2%"
#6=3"
#7=3Y2"
5'-4" 5'-4"
PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE-CRETE, QUALITY, AND LOTTS
LEAR OPENING 18" UNFILLED 18F8-1 B / 8F8-OB18F16-1 B / 8F1
2'-8"
1 1343
2693 / 2561
3'-2"
1217
2165 / 1969
3'-4"
1006
1663 / 1349
4'-0"
860
1651 / 1349
4'-6"
710
1423 / 1105
T-2"
570
1232 / 1232
6'-2"
488
991 / 991
77-0"
416
752 / 699
8'-0.11
354
726 / 699
9'-2"
315
618 / 535
10'-0"
292
567 / 454
10'-8"
277
4921352
11'-2"
255
471 / 352
12'-0"
239
418 / 297
12'-8"
0
369 / 261
13'-4"
0
328 / 0
14'-0"
0
292 / 0
16-0"
0
284 / 0
18.4.
0
211 / 0
0
20'-0"
0
180 / 0
20'-8"
0
145 / 0
22'-8"
0
110 / 0
RECESSED LINTELS-FILLE
ROPENING
8R6-1B/8R6-OB
8R14-1B/8R14-
2'-4"
1694 / 1694
3725 / 3280
2'-8"
1425 / 1425
3343 / 3280
3'-w
1230 / 1230
2769 / 2769
6113/3820
6113/2931
5365/1996
5365/1999
4360/1631
3480 12580
1843/1625
1533 / 1247
611277
1254/1132
STANDARD LINTEL NOTES
Z
U
U
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Ow
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8F24-1 B / 8F24-OB
8F32-1 B / 8F32-OB
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. 4" NOMINAL 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 FOR 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
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D.
7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
8974 / 8974
10000 / 10000
8974 / 8054
10000 / 10000
8974 / 5961
10000 / 8107
8672 / 4576
10000 / 6224
7342 / 3123
10000 / 4249
7342/3123
10000/4249
6036/2549
8328/3470
3586
8360 ! 3586
8825 / 4592
8825 4592
5681 /
/ 3685
3486 / 2602
6390 / 3302
3486 / 2255
6205 / 2885
2781 / 1946
4754 / 2489
2423 / 1770
4006 / 2263
2193 / 1567
3552 / 2003
1838 / 1567
2883 / 2003
1838 / 1446
2883 / 1848
1697 / 1361
2630 / 1738
1234 / 0
1 1779 / 0
2662 In
1160/0
1660/0
2439/0
950/0
1379/0
1997/0
750/0
1177/0
1676/0
598/0
1114/0
1468/0
598/0
1 1024/0
1441/0
550/0
1 981/0
1376/0
450 / 0
1 82410
1147 / 0
5499 / 5421
4933/4933
4085/4085
4'-4" 846 / 833 2121 / 1716 3127 / 2839
5'-4" 664 / 572 1761 / 1761 1 2595 / 2595
6'-4" 526/434 1539/1539 1329/2267
T-4" 480 / 322 1334 / 1334 1964 / 1552
8'-4" 415 / 235 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) PRO-CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION.
LINTEL PLAN
1/8"=11-011
MATERIALS
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
STRENGTH = 1900 PSI.
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
LINTEL DESIGNATION SCHEDULE
MARK LINTEL F = FILLED WITH GROUT
REQUIREMENTS U = UNFILLED
R = RECESSED & FILLED WITH GROUT
O 8R6-1 B/1T QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
0 8F8-1B/1T 8F16-1B/1T
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0° 8F16-1B/1T NOMINAL HEIGHT
TYPE DESIGNATION NOMINAL WIDTH
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Oc
8F20-1 B/1 T
O
8F20-OB/1T
O
8R22-1B/1T
O
8F24-1B/1T
0
8R22-013/1T
O
8F24-0B/1T
O
8R30-1B/1T
J (D
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7-5/8" ACTUAL
8" NOMINAL WIDTH
FILLED
1-1/2" CLEAR
#5 REBAR AT TOP MIN. (1) REQ'D
C.M.U.
GROUT
#5 REBAR AT BOTTOM OF LINTEL
CAVITY
BOTTOM REINFORCING PROVIDED
IN LINTEL (VARIES)
0 8F32-1B/1T 1-1/2" CLEAR
F-
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7-5/8" ACTUAL IN LINTEL (VARIES)
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Ox 8F40-1BAT UNFILLED
SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 =NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
WALL LEGEND
= 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
WALL LEGEND
NOTE:
CANTIL
SUPPO
TOP @ 9'-4" TOP @ 9'4"
= 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
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SHEAR WALL SHEATHING SCHEDULE
VERTICAL
HORIZONTAL
SHEAR WALL
SHEATHING
NAIL SIZE
EDGE NAIL
EDGE NAIL
FIELD
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TAG
REQUIRED
SPACING
SPACING
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STRUCTURAL 1
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6" O.C.
6" O.C.
12" O.C.
ALL EDGES
SHEATHING
MIN, 7/16"
SW2
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6d COMMON
4" O.C.
4" O.C.
6" O.C.
ALL EDGES
SHEATHING
SBS = SHEATH BOTH SIDES OF WALL. SHEATH EACH SIDE OF WALL AS DENOTED
BY SHEAR WALL TAG
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PER PLAN
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ALL USING (2)
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SEE NOTES
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NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exckjsive 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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EXTERIOR FRAME WALL
SCHEDULE (DWH)
OL.
34
STRAPS LU(3LZj UJIN(3 ISO NAIL) (W 4 O.C. J 1 M/Aro CUVCJ UJIIVV OU IN/ 1— Lw 4 V.V.
REQ'D. SEE DETAIL WF10/SD3 FOR NAILING REQ'D. SEE DETAIL WF10/SD3 FOR NAILING
REQUIREMENTS AT DOUBLE TOP REQUIREMENTS AT DOUBLE TOP
PLATE AND FLOOR SYSTEM. PLATE AND FLOOR SYSTEM.
WALL HEIGHT
STUD & SPECIES
SPACING
INTERIOR ZONE
SPACING
END ZONE
8'-0"
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
9'-0..
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
9'4"
2x4 SPF #142
16" O.C. MAX
16" O.C. MAX
10'-0"
2x4 SPF #11#2 j
16" O.C. MAX
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 FOR 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 #142 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 - WS45/SD5
OPENING SITTING ON WOOD BEAM - WS46/SD5
3.
AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O.
4.
IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING
PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED.
5.
ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING
PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING
NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A
STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
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---
I JOB No.
1
DWH-0205549
SCALE:
AS INDICATED
I DATE:
04/30/19
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND
ROOF FRAMING 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.
ALTERNATE CONNECTIONS I.L.O. J-BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
PROVIDE STANDARD 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W14-1/2" MIN.
.� EMBED. W/ SIMPSON SET-XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
�_� HOOK
w I — 2x6x12 P.T. SYP #2
Q CENTER BUCK
4. > I 1/2" J-BOLT W/ 5 112'
EMBED.
(1) #5 IN TIE BEAM 5� 2x P.T. SYP #2 NAILER
II. I 1 1/2"
—
(1) #5 BAR IN PRECAST
MIN.
OF OPENING W/ (1) 1/4"x2-3/4"
LINTEL
T
4" MIN. FROM
TAPCONS @ 24" O.C. &
.
FACE OF CMU 4" FROM ENDS
U: ;
,<Ij. {
':,L
(2) #5's VERTICAL IN
ANCHOR NOT PERMITTED TO BE
w
GROUT FILLED CELL
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
N
MIN. (6) 1/2" DIAMETER J-BOLTS USING 2"X2" SQ.
SEE FRAMING PLAN FOR
>
g
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
BEARING WALL LOCATIONS.
..
"II ..
ENTIRE COLUMN TO
a
BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
SEE BEARING WALL
'trBE
i�'
GROUT FILLED
w
w
(BOTTOM &TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
ANCHORS
SCHEDULE FOR REQUIRED
'
U.N.O.
U)
BELOW TOP OF BUCK. SPACE REMAINING
CONNECTIONS, STUD
1 #5 VERTICAL IN
O
I
@ 24" O.C. MAX
NOTE: CONTRACTOR TO VERIFY
SPACING, AND BLOCKING
GROUT FILLED CELL (IF
� O w
BUCK TO CMU ATTACHMENT
REQUIREMENTS
REQ'D PER PLAN)
<LOCATIONS
PER GARAGE DOOR
¢ ¢
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MFR.'S WRITTEN SPECIFICATIONS
NOTE: SEE MD08 ON
w
o
¢
45 DEG. BEVEL CUT
LINTEL PLAN
—�
m
O
2x6 P.T. SYP #2 BUCK
t,
m ¢_
N
¢
END, 1 1/2" ABOVE
i
_
O
GARAGE F.F., EA. SIDE
SECTION OF OPENING
fi DO VERTICAL REINFORCEMENT DETAIL
DO
GARAGE BUCK DETAIL (MAX. 170C)
DO BEARING/ SHEARWALL CONNECTION TO CMU
1/2"=V-0"
1/2"=1'-0"
3/4"=1'4"
NOTE: CUT BACK 2x8
LINTEL (SEE PLAN)
SEE C AL ER
PRECAST LINTEL PER
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
FRAMING DETAILSFOR
PLAN
AROUND CURVE. MIN.
7/16" O.S.B. EA. SIDE
ADDITONAL
2 TAPCON ANCHORS
INFORMATION
MASONRY WALL
PER 2x8
�• E
(HEADER CAN BE
U
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER DETAIL
MD04/SD1
FO ARCH WINDOW FRAMING DETAILS
ARCH PER ELEV
2x BLK'G. TO O.S.B
(2) - 8d EACH END
ENDVIEW w/ CMU
�— HEADER (SEE PLA
ARCH PER ELEV
OIL
PRE-ENGINEERED 12
TRUSSES PER PLAN @ (TYP) SEE ELEV.
24" O. C. MAX. DOUBLE 2x TOP PLATE
TYP. TRUSS TO FRAME
CONNECTION PER STD
CONNECTION NOTES
EXT. SHEATHING ATTACHED I��y
PER NAILING SCHEDULE FROM li
TOP OF KNEEWALL TO BOTTOM
OR SPA CLIPS AT TOP AND SP1
CLIPS AT BASE ARE REQ'D.
2x BLOCKING
MIN 2x4 STUDS @ 16"
O/C
2x P.T. PLATE
1/2" x 8" A.B. OR TITEN HD @ 32"
O.C. & 6" FROM EA. END,
CENTER ON BASE PLATE
TOP KNOCK OUT,. .;.. �I
COURSE W/ (1) #5 , � n���}--
CONT.
F1 KNEEWALL ABOVE MASONRY WALL
7/16" O.S.B. EA. SID
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
W/
HEADER PER X
LOCATION
d)
W/
SEE GE01/SD3 FOR
OUTLOOKER OR
SHEATHING
IF REQ'D, PROVIDE CANTILEVER
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @ GABLE TRUSS
24" O.C. & EXT.
SHEATHING INSTALLED EXT. SHEATHING; -
PER NAILING PATTERN ATTACH PER
NAILING SCHEDULE
(2) 16d NAILS TO EA.
COMMON TRUSS
v
kZ) zx i Ur- rare i t VVi
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
"D 17NZe7 /
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 Z' TITEN HD ANCHORS W/
41N. 1 " EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
:ROM TOP AND BOTTOM AND 12" O.C.
3ETWEEN
�re7c�ly��r�e
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
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
DO�\ 2X BUCK DETAIL
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
(2) 2x PLATE EDGE AS REQ'D
P.T. BUCK FASTENER SCHEDULE
SIZE TAPCONS SPACING # ROWS
1x4 3/16" x 2 1/4" 12" O.C. 1
1x 3/16" x 2 1/4" 19,,
1x8 3/16" x 2 1/4" 12" O.C. 2
LL�
" x 3 1/4" 12" O.C. 1
" x 3 1/4" "
" 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 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
ZZ STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE
�= (2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
�- i 2x4 SPF #2 KNEE WALL
W/ STUDS @ 16" O.C.
W/STRUCTURAL
SHEATHING FROM
TOP OF WALL TO
BOTTOM OF WALL.
ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
L EACH STUD TO BEAM
ABOVE AND SP1 CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 0170 KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=V-0" 3/4"=V-0"
8d NAILS @ 4" O.C. SEE GE02/SD3 FOR
OUTLOOKER OR
CONV. FRAME OR
VALLEY TRUSSES PER SHEATHING
PLAN CANTILEVER 8d NAILS @ 4" O.C.
VALLEY TRUSS PLAN Y TRUSSFRAME ES' PER
2
2
B
7
T
2
EITHER PSET OR
DOWNSET) � \
x W/ (2) 16d TOE NAILS
EACH END r
LAST STUD OF KNEE WALL -
3) 16d COMMON JOINING UP TO MAIN HOUSE
NAILS (TYP.) WALLS SHALL BE ATTACHED
TO MIN. (2) 2x FULL HEIGHT
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL
LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/
/16" OSB W/ (2) 8d STRUCTURAL SHEATHING
NAILS ON BOTH SIDES FROM TOP
7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF
W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER
O SIDE & TOP NAILER NAILING SCHEDULE
OTHERWISE SP2 CLIPS
x BUCKS, EACH STUD TO DOUBLE TOP
PLATE AND SP1 CLIPS EACH
STUD TO BOTTOM PLATE
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
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EXT FINISH PER PLAN
I �
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CONC. SLAB - ?. VERT REINF. BEYOND
SEE FOUNDATION u
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I� I I PMAASONRY WALL PER p
c
SEE FOUNDATION --J
DETAILS FOR FTG INFO u
F
u
S01 TYPICAL ONE STORY CMU WALL SECTION L
3/4"=1'-0" 6
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WMR & ASSOCIATES, LLC is strictly prohibited.
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STRUCTURAL ENG: BAD
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
2x BLOCKING
MIN 2x4 STUDS @ 16"
O/C
2x P.T. PLATE
1/2" x 8" A.B. OR TITEN HD @ 32"
O.C. & 6" FROM EA. END,
CENTER ON BASE PLATE
TOP KNOCK OUT,. .;.. �I
COURSE W/ (1) #5 , � n���}--
CONT.
F1 KNEEWALL ABOVE MASONRY WALL
7/16" O.S.B. EA. SID
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
W/
HEADER PER X
LOCATION
d)
W/
SEE GE01/SD3 FOR
OUTLOOKER OR
SHEATHING
IF REQ'D, PROVIDE CANTILEVER
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @ GABLE TRUSS
24" O.C. & EXT.
SHEATHING INSTALLED EXT. SHEATHING; -
PER NAILING PATTERN ATTACH PER
NAILING SCHEDULE
(2) 16d NAILS TO EA.
COMMON TRUSS
v
kZ) zx i Ur- rare i t VVi
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
"D 17NZe7 /
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 Z' TITEN HD ANCHORS W/
41N. 1 " EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
:ROM TOP AND BOTTOM AND 12" O.C.
3ETWEEN
�re7c�ly��r�e
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
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
DO�\ 2X BUCK DETAIL
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
(2) 2x PLATE EDGE AS REQ'D
P.T. BUCK FASTENER SCHEDULE
SIZE TAPCONS SPACING # ROWS
1x4 3/16" x 2 1/4" 12" O.C. 1
1x 3/16" x 2 1/4" 19,,
1x8 3/16" x 2 1/4" 12" O.C. 2
LL�
" x 3 1/4" 12" O.C. 1
" x 3 1/4" "
" 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 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
ZZ STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE
�= (2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
�- i 2x4 SPF #2 KNEE WALL
W/ STUDS @ 16" O.C.
W/STRUCTURAL
SHEATHING FROM
TOP OF WALL TO
BOTTOM OF WALL.
ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
L EACH STUD TO BEAM
ABOVE AND SP1 CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 0170 KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=V-0" 3/4"=V-0"
8d NAILS @ 4" O.C. SEE GE02/SD3 FOR
OUTLOOKER OR
CONV. FRAME OR
VALLEY TRUSSES PER SHEATHING
PLAN CANTILEVER 8d NAILS @ 4" O.C.
VALLEY TRUSS PLAN Y TRUSSFRAME ES' PER
2
2
B
7
T
2
EITHER PSET OR
DOWNSET) � \
x W/ (2) 16d TOE NAILS
EACH END r
LAST STUD OF KNEE WALL -
3) 16d COMMON JOINING UP TO MAIN HOUSE
NAILS (TYP.) WALLS SHALL BE ATTACHED
TO MIN. (2) 2x FULL HEIGHT
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL
LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/
/16" OSB W/ (2) 8d STRUCTURAL SHEATHING
NAILS ON BOTH SIDES FROM TOP
7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF
W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER
O SIDE & TOP NAILER NAILING SCHEDULE
OTHERWISE SP2 CLIPS
x BUCKS, EACH STUD TO DOUBLE TOP
PLATE AND SP1 CLIPS EACH
STUD TO BOTTOM PLATE
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
z
0
Q
U
LL
U
w
w
w
z
z
z
0
LL
Q
Q
v Z
`9O
a O 0-
z w -
_ ¢ U
O ()
F_ W
¢ w
H U
�: O
wZ
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2�i ❑ ---
0 ❑ ;
❑ ¢ W
¢ Z
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x vJ
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w
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z
0
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� a W
0- -,
w <Q
w C
WINDOW PER > L
FLOOR PLAN
c
PRECAST CONC. OR
POWERS STEEL SILL
TYP. @ ALL WINDOWS
� F
EXT FINISH PER PLAN
I �
MAIN FLOOR F
ELEV 0'-0" U
CONC. SLAB - ?. VERT REINF. BEYOND
SEE FOUNDATION u
`1-1 1-1 1—'
PLAN FOR MORE INFO '111—
I� I I PMAASONRY WALL PER p
c
SEE FOUNDATION --J
DETAILS FOR FTG INFO u
F
u
S01 TYPICAL ONE STORY CMU WALL SECTION L
3/4"=1'-0" 6
h
WMR & ASSOCIATES, LLC is strictly prohibited.
:0
.❑
U
z
pa 3 0
UQ
z" am
Z
W -��
06 W 0 5 E
/ I- U v 8
V ¢ Z "N m
1— U)
° N
J rcnmoro
: U
U) ❑O32 o
Z D z
O ¢ < W Y O
U �oo g0-3
(DQ ��m
F- ono
Z
O
2
M
ti
ti
N
M
J
LL
0
LU LL
2 N z 11
0 ~ CO
J
J - Z U
— LU Uj
0zCL
� 0 -
co
r O
� a "0
0_®h�N
STRUCTURAL ENG: BAD
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
SEE GE01/SD3 FOR
OUTLOOKER OR
SHEATHING
IF REQ'D, PROVIDE CANTILEVER
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @ GABLE TRUSS
24" O.C. & EXT.
SHEATHING INSTALLED EXT. SHEATHING; -
PER NAILING PATTERN ATTACH PER
NAILING SCHEDULE
(2) 16d NAILS TO EA.
COMMON TRUSS
v
kZ) zx i Ur- rare i t VVi
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
"D 17NZe7 /
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 Z' TITEN HD ANCHORS W/
41N. 1 " EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
:ROM TOP AND BOTTOM AND 12" O.C.
3ETWEEN
�re7c�ly��r�e
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
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
DO�\ 2X BUCK DETAIL
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
(2) 2x PLATE EDGE AS REQ'D
P.T. BUCK FASTENER SCHEDULE
SIZE TAPCONS SPACING # ROWS
1x4 3/16" x 2 1/4" 12" O.C. 1
1x 3/16" x 2 1/4" 19,,
1x8 3/16" x 2 1/4" 12" O.C. 2
LL�
" x 3 1/4" 12" O.C. 1
" x 3 1/4" "
" 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 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
ZZ STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE
�= (2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
�- i 2x4 SPF #2 KNEE WALL
W/ STUDS @ 16" O.C.
W/STRUCTURAL
SHEATHING FROM
TOP OF WALL TO
BOTTOM OF WALL.
ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
L EACH STUD TO BEAM
ABOVE AND SP1 CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 0170 KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=V-0" 3/4"=V-0"
8d NAILS @ 4" O.C. SEE GE02/SD3 FOR
OUTLOOKER OR
CONV. FRAME OR
VALLEY TRUSSES PER SHEATHING
PLAN CANTILEVER 8d NAILS @ 4" O.C.
VALLEY TRUSS PLAN Y TRUSSFRAME ES' PER
2
2
B
7
T
2
EITHER PSET OR
DOWNSET) � \
x W/ (2) 16d TOE NAILS
EACH END r
LAST STUD OF KNEE WALL -
3) 16d COMMON JOINING UP TO MAIN HOUSE
NAILS (TYP.) WALLS SHALL BE ATTACHED
TO MIN. (2) 2x FULL HEIGHT
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL
LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/
/16" OSB W/ (2) 8d STRUCTURAL SHEATHING
NAILS ON BOTH SIDES FROM TOP
7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF
W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER
O SIDE & TOP NAILER NAILING SCHEDULE
OTHERWISE SP2 CLIPS
x BUCKS, EACH STUD TO DOUBLE TOP
PLATE AND SP1 CLIPS EACH
STUD TO BOTTOM PLATE
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
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SEE FOUNDATION u
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I� I I PMAASONRY WALL PER p
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SEE FOUNDATION --J
DETAILS FOR FTG INFO u
F
u
S01 TYPICAL ONE STORY CMU WALL SECTION L
3/4"=1'-0" 6
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WMR & ASSOCIATES, LLC is strictly prohibited.
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STRUCTURAL ENG: BAD
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
v
kZ) zx i Ur- rare i t VVi
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
"D 17NZe7 /
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 Z' TITEN HD ANCHORS W/
41N. 1 " EMBEDMENT FOR HOLLOW
3LOCK OR 3 1/2" EMBEDMENT FOR SOLID
3LOCK. MAX. 6" FROM TOP AND BOTTOM
DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
:ROM TOP AND BOTTOM AND 12" O.C.
3ETWEEN
�re7c�ly��r�e
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
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
DO�\ 2X BUCK DETAIL
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
(2) 2x PLATE EDGE AS REQ'D
P.T. BUCK FASTENER SCHEDULE
SIZE TAPCONS SPACING # ROWS
1x4 3/16" x 2 1/4" 12" O.C. 1
1x 3/16" x 2 1/4" 19,,
1x8 3/16" x 2 1/4" 12" O.C. 2
LL�
" x 3 1/4" 12" O.C. 1
" x 3 1/4" "
" 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 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
ZZ STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE
�= (2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
�- i 2x4 SPF #2 KNEE WALL
W/ STUDS @ 16" O.C.
W/STRUCTURAL
SHEATHING FROM
TOP OF WALL TO
BOTTOM OF WALL.
ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
L EACH STUD TO BEAM
ABOVE AND SP1 CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 0170 KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=V-0" 3/4"=V-0"
8d NAILS @ 4" O.C. SEE GE02/SD3 FOR
OUTLOOKER OR
CONV. FRAME OR
VALLEY TRUSSES PER SHEATHING
PLAN CANTILEVER 8d NAILS @ 4" O.C.
VALLEY TRUSS PLAN Y TRUSSFRAME ES' PER
2
2
B
7
T
2
EITHER PSET OR
DOWNSET) � \
x W/ (2) 16d TOE NAILS
EACH END r
LAST STUD OF KNEE WALL -
3) 16d COMMON JOINING UP TO MAIN HOUSE
NAILS (TYP.) WALLS SHALL BE ATTACHED
TO MIN. (2) 2x FULL HEIGHT
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL
LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/
/16" OSB W/ (2) 8d STRUCTURAL SHEATHING
NAILS ON BOTH SIDES FROM TOP
7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF
W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER
O SIDE & TOP NAILER NAILING SCHEDULE
OTHERWISE SP2 CLIPS
x BUCKS, EACH STUD TO DOUBLE TOP
PLATE AND SP1 CLIPS EACH
STUD TO BOTTOM PLATE
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
z
0
Q
U
LL
U
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z
z
z
0
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WINDOW PER > L
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c
PRECAST CONC. OR
POWERS STEEL SILL
TYP. @ ALL WINDOWS
� F
EXT FINISH PER PLAN
I �
MAIN FLOOR F
ELEV 0'-0" U
CONC. SLAB - ?. VERT REINF. BEYOND
SEE FOUNDATION u
`1-1 1-1 1—'
PLAN FOR MORE INFO '111—
I� I I PMAASONRY WALL PER p
c
SEE FOUNDATION --J
DETAILS FOR FTG INFO u
F
u
S01 TYPICAL ONE STORY CMU WALL SECTION L
3/4"=1'-0" 6
h
WMR & ASSOCIATES, LLC is strictly prohibited.
:0
.❑
U
z
pa 3 0
UQ
z" am
Z
W -��
06 W 0 5 E
/ I- U v 8
V ¢ Z "N m
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: U
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Z D z
O ¢ < W Y O
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(DQ ��m
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STRUCTURAL ENG: BAD
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
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 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
ZZ STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE
�= (2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
�- i 2x4 SPF #2 KNEE WALL
W/ STUDS @ 16" O.C.
W/STRUCTURAL
SHEATHING FROM
TOP OF WALL TO
BOTTOM OF WALL.
ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
L EACH STUD TO BEAM
ABOVE AND SP1 CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 0170 KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=V-0" 3/4"=V-0"
8d NAILS @ 4" O.C. SEE GE02/SD3 FOR
OUTLOOKER OR
CONV. FRAME OR
VALLEY TRUSSES PER SHEATHING
PLAN CANTILEVER 8d NAILS @ 4" O.C.
VALLEY TRUSS PLAN Y TRUSSFRAME ES' PER
2
2
B
7
T
2
EITHER PSET OR
DOWNSET) � \
x W/ (2) 16d TOE NAILS
EACH END r
LAST STUD OF KNEE WALL -
3) 16d COMMON JOINING UP TO MAIN HOUSE
NAILS (TYP.) WALLS SHALL BE ATTACHED
TO MIN. (2) 2x FULL HEIGHT
WALL STUDS W/ (2)-16d NAILS
@ 12" O.C.
x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL
LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/
/16" OSB W/ (2) 8d STRUCTURAL SHEATHING
NAILS ON BOTH SIDES FROM TOP
7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF
W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER
O SIDE & TOP NAILER NAILING SCHEDULE
OTHERWISE SP2 CLIPS
x BUCKS, EACH STUD TO DOUBLE TOP
PLATE AND SP1 CLIPS EACH
STUD TO BOTTOM PLATE
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
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QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
CRICKET AS REQUIRED
SIMPSON LTA2 @ 4'-0"
MAIN SPAN ROOF O.C. GABLE TRUSS TO
TRUSS MASONRY MAIN SPAN ROOF
TRUSS
TOP KNOCK OUT
COURSE W/ (1) #5 UPLIFT CONNECTOR
CONT. (SEE SCHEDULE)
UPLIFT CONNECTOR MASONRY WALL PER
(SEE SCHEDULE) PLAN
MASONRY WALL PER CONNECTON TO WALL
PLAN
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
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STRUCTURAL ENG: BAD
-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
O2x STUDS @ 16" O.C. FOR KNEE WALL
\ F LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT
B ROOF SHEATHING FOR STRAP
\ CO CONT. ROOF SHEATHING NAIL PER PLAN �(\ F
D \ \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END j \
\ O TO TOP CHORDS OF TRUSSES BELOW WHEN \
\ \ \ B� OW AND CONNTOM PLATE OES ECT wOT LINE UP / HTS20 @ 32B ABOVE
TRUSS D \
l O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
H \ \ q
2x PLATES OVER ROOF DECK PER VALLEY
1 B FRAMING DETAIL H \\ A \
DOUBLE TOP PLATE I l K
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` B
i
ORAFTER ( \
\ \� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` \ F
\ lSHTHING PER111 \
\\ O FINISH PERAARCHIITTEC URAL PLANS
G AND ROOF \ \ f E
/ CURVED ROOF TRUSSES PER PLAN OR CURVED \
O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
NAILED @ 6" O.C. STAGGERED \ G
F01 DORMER FRAMING DETAIL 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.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
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SEE FOUNDATION --J
DETAILS FOR FTG INFO u
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WMR & ASSOCIATES, LLC is strictly prohibited.
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-STRUCT: MR
QC CHECK: ---
JOB No. DWH-0205549
SCALE: AS INDICATED
DATE: 04/30/19
SD1
EXT. SHEATHING; —
ATTACH PER NAILING
SCHEDULE
CONT. PLYWOOD —
ROOF SHEATHING PER
NAILING SCHEDULE
OR OPT. 2x4 BLOCKING
PERP.TO EA. VALLEY
TRUSS NAILED TO
TRUSS BELOW @ 24"
O.C. W/ (2) 16d NAILS
TYP.
LAST STUDJOF
OINING
KNEE WALL JOINING
UP TO MAIN HOUSE
WALLS SHALL BE
(2) 2x TOP PLATE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
I (2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN O.C.
FOR BEAM SIZE
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME WALL WITH STUDS @
RADIUS AS REQ'D 16" O.C. W/
STRUCTURAL
SHEATHING ON BOTH
L SIDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
ATTACH TRUSS TO —� —
TRUSS BELOW USING MAIN SPAN ROOF
(3) 16d NAILS TRUSS
2x BLOCKING W/ (3) 12d UPLIFT CONNECTOR
TOE NAILED @ EA. END (SEE SCHEDULE)
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS FOR WOOD ORLAN
MASONRY
LAST STUD OF
i KNEE WALL JOINING
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN WALLS SHALL BE
FOR BEAM SIZE ATTACHED TO MIN.
(2) 2x FULL HEIGHT
WALL STUDS W/
(2)-16d NAILS @ 12"
O.C.
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32"
O.C. & 6" FROM EACH
END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
PER ARCHS
SEE FRAMING PLAN
FOR CONNECTION
INFO
SEE ELEVATION i
TOP OF MASONRYY
SEE ARCH PLANS FOE
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
z
z
0
Q
U
LL
U
w
w
w
z
z
z
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TYP. @ ALL WINDOWS
� F
EXT FINISH PER PLAN
I �
MAIN FLOOR F
ELEV 0'-0" U
CONC. SLAB - ?. VERT REINF. BEYOND
SEE FOUNDATION u
`1-1 1-1 1—'
PLAN FOR MORE INFO '111—
I� I I PMAASONRY WALL PER p
c
SEE FOUNDATION --J
DETAILS FOR FTG INFO u
F
u
S01 TYPICAL ONE STORY CMU WALL SECTION L
3/4"=1'-0" 6
h
WMR & ASSOCIATES, LLC is strictly prohibited.
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SD1
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NOT USED
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RE. ELEV
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SD1
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END
2x PT BOTTOM -�
PLATE
BUILDER FRAME PRECAST LINTEL OR -
RADIUS AS REQ'D KNOCK OUT COURSE
MASONRY WALL
NOT USED
_C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
ROOFING MATERIAL
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RE. ELEV
FOR O.H.
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
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JOB No. DWH-0205549
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SD1
SD1
SIMPSON HGA10 @ 48"
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NOT USED FO WALL CLIP DETAIL (150 MPH EXP. B)
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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
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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
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
LSTA30 HEADER TO
ATTACH JAMB STUDS
STUDS U.N.O.
PER WF08/SD3
FILLING AND BLKING
BASE PLATE TO BE
AS REQ'D W/ (2) ROWS
ATTACHED TO FTG
OF 12d @ 16" O.C. TO
USING 1/2" 0 J-BOLTS
HEADER LINO
OR EPDXY ANCHOR @
2X STUDS TYP.
JDOOR
6" FROM EA. END OF
BASE PLATE & WALL
OPENINGS & 32" O.C.
ATTACH JAMB STUDS
W/ 7" MIN EMBED. & 2"
PER WF08/SD3
WASHER, AT SLAB
BASE PLATE TO BE
OPENING STEP DOWNS, EMBED.
ATTACHED TO FTG
MUST BE 7" BELOW
An
USING 1/2" J-BOLTS OR
STEP
DOOR
EPDXY ANCHOR @ 6"
OPENING FROM EA. END OF BASE
SP4 @BASE OF EA. P.T BASE PLATE
PLATE & WALL
STUD U.N.O. SEE BEARING WOOD WALL
OPENINGS & 32" O.C. W/
SCHEDULE ON NOTES & CONNECTOR
7" MIN EMBED PER BRG
LEGEND SHEET
WALL SCHEDULE. AT
SLAB STEP DOWNS,
HEADER DETAIL NOTES:
EMBED. MUST BE 7"
1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED
MIN. BELOW STEP
WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES
CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS
P.T BASE PLATE
SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED.
2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT
SP4 @ BASE OF EA.
SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING
STUD U.N.O. SEE
STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS
BEARING WALL
SHOWN ON STANDARD DETAILS.
SCHEDULEFOR
MORE INFO.
3. 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
FO TYPICAL HEADER DETAIL
HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET.
1/2"=V-0"
4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED.
THEN ATTACH ADDIT'L KINGS AS REQ'D.
expressed, written consent of MONTA CONSULTING & DESIGN, OF
WMR & ASSOCIATES, LLC is strictly prohibited.
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U
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AS INDICATED
H
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04/30/19
SD2
NOTE:
PIPE OR DUCT W/
(2) 10d NAILS @ 3" O.C. —
PLATE LENGTHS MUST
PENETRATION OF
WITHIN 48" OF SPLICE
BE AT LEAST 8'-0"
MORE THAN 50% OF
THEN (2) ROWS 10d NAILS
LONG. TYP.
TOP PLATE WIDTH
@ 8" O.C. OTHERWISE
INSTALL SIMPSON
PSPN516Z W/(12)16d
NAILS TYP. TOP & BOT.
'
ATTACH 2x4 STUDS TO -
;
(2) 10d NAILS @ 3" O.C.
TOP PLATE W/ (3) 12d
WITHIN 48" OF SPLICE
TOE -NAILS TYPICAL AT
+
+
THEN (2) ROWS 10d
ALL LOCATION
NAILS @ 8" O.C.
OTHERWISE
2x4 WALL BEYOND
AGAINST 2x8 STUDS
q8„
ATTACHED PER
Mgl
(WF08/SD3)
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
PLATE
TOP PLATE TO FRAME
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
DETAIL FOR ALL TOP
PLATE SPLICE
LOCATIONS)
q8•�
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
TOP SPLICE
BOTTOM SPLICE OVER
DOUBLE 2x8 TOP
STUD
PLATE
FO
LATE SPLICE BOG WALL
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
TYPICAL TOP P @
3/4"=1'-0"
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL
1
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
2x DBL TOP PLATE 1 SHEATHING INSTALLED
VERTICALLY
AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT
BEYOND 72 OR HORIZONTALLY
TRUSS) TOP &BOTTOM USING (1) ROW OF 8d NAILS @
LL Z
3" O.C. SEE W310 AND WS11 FOR ADDITIONAL INFO.
I
Tr _n F I r
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2O
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
WALL SPLICE, FIELD
NAILS @ 3" O.C.
I
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I II II II
VERIFY IF REQUIRED
a= W
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NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
= o r
@ 3" O.C. IN HORIZONTAL CONDITIONS
LL z
®
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
III
III I I I
WALL SHEATHING
O =
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III
11
III I I
I I ( I I I I
SPLICE, SEE SPLICE
DETAIL. MAX 118"
O
PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO
OPENING
SPACE BETWEEN
F
HEADERW/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &
III
III
III I I 4 I
II II II II
PANELS
w
= }
BOTTOM
PLATE
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
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 1 112" EDGE
10d x 3" COMMON
p 2 1/2" w
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2 1/2" EDGE
(2) 2x8's
(2) 2x COLUMN
OFO'k TYPICAL BUILT-UP STUD COLUMN DETAIL
1 1 /2"=V-0"
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OV '90 OR VINYL SOFFITS O S
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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
10dx3"
10d x 3" OPP. SIDE
\NCE PER
STRUCTURAL 3 LL THING '71
PER PLAN 2x SCAB w/ 10d NAILS ATTACHED PER NAILING SCHEDULE C
III TYP III I II II ? o SINGLE NAIL EDGE SPACING--
EXTERIOR SHEATHING @ 4" O.C. o
III
AROUND
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III
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FLOOR SYSTEM "
AS EXTERIOR WALL
— — —
— — — — —
SHEATHING
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.
D= NAIL SPACING
co `1 ?D/2
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11
co I D I SHEATHING PER PLAN
WALLOUBLE TOP
PLATE PER PLAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN 3/8" S= NAIL SPACING
PER NOTE #1
� M —
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER-ENG TRUSSES
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
TRUSS CONNECTION
c
PER-ENG TRUSSES
p
PER PLAN
2x FASCIA
PER PLAN
2x FASCIA
2x4 #2 SYP CONT. LEDGER OR
F
CMU WALL PER PLAN
(2) 8d TOE NAILS TO
TRUSS CONNECTION
(2) 8d TOE NAILS
TRUSS CHORDS. NAIL TO WALLFRA
C
LEDGER
PER PLAN
TO LEDGER
12d
_
2x4 PT LEDGER W/
NAILS 24" O.NG C. MAX. IF2)
°O
:1
1/4" x4" TAPCONS @ 12"
2x4 LEDGER W/ (2) 16d
MASONRY USE (2)-1/4" TAPCONS
O.C.
2x FRAME WALL PER
NAILS @ 16" O.C.
OR EQUAL @ 24" O.C. W/ MIN. 1-1/4"
PLAN
EMBEDMENT. MAINTAIN 4" END
SEE ELEV. FOR
7SEELEV. FOR
DISTANCE & 1" EDGE DISTANCEO.H.
SIZE
. SIZE
a
TRUSS OR ROOF SYSTEM
CONDITION @ CMU WALL
CONDITION @ FRAME WALL
WOOD/MASONRY WALL
OR TRUSS, SEE PLAN
F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE F1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF o
SCALE: 3/4"=1'0" GYPSUM WALLBOARD —� SHEATHING SPLICE DETAIL
SEE
ROOF SHEATHING,
PRE ENGINEERED
MIN. 2x8 SYP #2
FOR CONVENTIONAL FRAME USE SIMPSON
PLAN
NAIL PER PLAN
(2) 2x BUILT-UP COL.
TRUSS AND
IF PERPENDICULAR TRUSS
LEDGER FOR
LRU26Z W/ (9) 10d NAILS OR FOR
CONNECTIONS PER
INSTALLED ABOVE, FASTEN
CONVENTIONAL
PRE-ENGINEERRED TRUSS USE SIMPSON
DOUBLE TOP PLATE
PLAN TYP.
2x8 #2 SYP TOP PLATE TO
FRAME AND MIN 2x6
_ HGA10 USING (8)-1/4" X 1-1/2" SDS SCREWS
SIMPSON SP4 OR SP2
2x BLOCKING W/
(2) 2x TOP PLATE
TRUSS W/ (2) 12d TOENAILS
SYP #2 FOR
SHEATHING PER PLAN
@ EACH STUD
(2) 12d NAILS @
2x8 SYP #2 P.T. VERTICAL @
PRE-ENGINEERED
MIN. 2x6 SYP #2 OR 2x4
EACH END
':
16" O.C. FASTEN EXT.
TRUSS. ATTACH TO
SYP #2
PRE-ENGINEERED
SIMPSON LSTA30 W/
�.
SHEATHING W/ 8d NAILS 6"
STUDS W/ (2) 1/4" x 4 I
1/2" SIMPSON SIDS
PRE-ENGINEERED ROOF
2x6 COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY.
I
ROOF TRUSS - SEE
(22) 10d NAILS (ALL
z
O.C. AT EDGES AND 12" O.C.
SCREWS @ 16" O.C.
12 TRUSSES @ 24" O.C.
FASTEN w/ 5 10d COMMON I w
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FRAMING PLAN FOR
CORNER CONDITIONS
g
IN FIELD. FASTEN TOP
MAX.; TO GABLE END
SEE MAX.
O I
NAILS @EACH END (TYP.) p
SPACING
EXTERIOR SHEATHING
STRAP AROUND
°
''
PLATE TO VERTICAL STUDS
STUDS W/ (2)
PLAN
(5) 10d NAILS FOR
I
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
w
W. 4 12d NAILS
()
1/4" x 3 1/2" SIMPSON
CONV. FRAMED
2x6 RAFTER TO 2x8 RIDGE
CONNECTION
AX
HGAM10 TOP AND BOTTOM
SIDS SCREWS @ 16"
O.C. MAX.; TO
MEMBERS ONLY
BOARD W/ A35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON
2x BRG WALL, SEE
o
PLATE TO CMU WALL W/ (4)
FASCIA PER
I
PLAN FOR STUD SIZE &
h
1/4" x 1 1/2" SIDS SCREWS & (4)
MASONRY W/ 2x6 P.T.
COMMUNITY
ADJ RAFTER TO OPP SIDE
SPACING. MIN (2) 2x
SEE FLOOR PLAN FOR
1/4" x 2 3/4" TAPCONS TO CMU
SYP #2 LEDGER W/ (2)
SPECS
(AS SHOWN)
UNDER GIRDER TRUSS
MORE BRG. WALL INFO
@ 32' O.C. &MIN. 6" FROM
1/4" x 3 1/4" TAPCONS
4'-0" MAX. �_
SYP #2 OR
U.N.O.
,
EA EI
ENDS. IF HEADER HEIGHT
@ 12" O.C.
��7x4
PRE-ENGINEERED ROOF
_ — — — — —
— — — — — — — _
EXCEEDS ADD
SIMPSON LUS24 W! TRUSSES DESIGNED
FASTEN SYP OR SPF2X6 (MIN.
L
2x BLOCKING
ADDITIONAL HGAM10 FROM
EXT.WIDTH
WALL TRUSS
(6) 10d x 1 1/2" NAILS FOR SHINGLE ONLY
PLATE THRU O.S.B
9�<<c
,/
SIMPSON LSTA24 EACH
(2) 2x TOP PLATE
CENTER OF EACH STUD TO
SHEATHING (THICKNESS PER
STUD
POCKET SGD
CMU @ 32" O.C. MAX
PLAN) TO PRE-ENG TRUSS
ATTACH 2x TO
ATTACHMENT BY
2x4 SYP #2 LEDGER. ATTACH TO STUDS OR
BELOW W/ 1/4"x4-1/2"
2x BRG WALL, SEE
PRE-ENG. ROOF
BUILT-UP W/ (2)
(2) 2x8 SYP #2 P.T. BOTTOM
BEAM W/ (2) 1!4" x 4 1/2" SIMPSON SIDS SCREWS
SIMPSON SIDS SCREWS 2x6
2X8 RIDGE BOARD
PLAN FOR STUD SIZE &
TRUSS PER PLAN
ROWS OF 10d NAILS
BUILDER. REFER TO
MANUFACTURER'S
PLATE W/ (3) 12d NAILS @
@ 16" O.C. MAX.; TO GABLE END STUDS W/ (2)
PLATE TO TOP CHORD OF
FASTEN CONY. 2x VALLEY RAFTER
SPACING. MIN (2) 2x
STAGGERED @ 8"
WRITTEN
EACH VERTICAL, EACH PLY.
114" x 3 112" SIMPSON SIDS SCREWS @ 16" O.0
EACH TRUSS BELOW
2x6's @ 24"
FRAMING (OR PRE-ENG VALLEY TRUSSES)
UNDER GIRDER TRUSS
SEE PLAN FOR
O.C.
SPECIFICATIONS
STAGGER NAILS AS
MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER
O.C. MAX.
PLATE WITH
MAILS OR
U.N.O.
CONNECTION
REQUIRED
W/ 1/4" x 3 114" TAPCONS @ 12" O.C.
LS A RS ((SSIMPSON
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA
F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL SO4 HEADER @ POCKET SLIDER SD01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN.
3/4"= V-0" 3/4"=V-0 1 /2"=1'-0" 1 /2"=V-0" 1 /2"= V-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR ALL BROW FRAMING
AS INDICATED ON THE STRUCTURAL SHALL BE MIN. 2X4 SYP
BEAM INTO LONG SPAN AS INDICATED ON BEAM 2 1/4" INSTALLED @ MAX. 24" O.C. W/ MIN. 7" PLANS "BASE CONNECTOR" ie, #2, OR P.T. IF IN
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED CONTACT WITH
STRAP IS NOT REQUIRED. WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J-BOLT, MAY BE MASONRY & SPACED
ANCHOR AND BASE PLATE. MAINTAIN A MIN. LEDGER
INSTALLED AND OR SUBSTITUTED BY CONNECTION PER NOT MORE THAN 24" O.C.
PT. POST (AS NOTED) A.. • P: 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT
OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE BELOW, SLOPE CUT ROOF SHEATHING
EXT. AS NOTED MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION AS REQUIRED AND NAILING PER
. PLAN
SPECIFICATIONS AS REQUIRED
LAP BEAM PLYS AND PROVIDED ON THIS SCHEDULE, SEE PLAN FOR
NAIL AS SHOWN (5) WALL TYPE AND MIN. 2X4 SUB FASCIA,
0.131 x 3 1/4" NAILS 2 1/4" DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM NOTE TO CONTRACTOR: SPECIFICATIONS SLOPE CUT AS REQUIRE
PER PLY F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE FASCIA PER DESIGN
HTS20 CLIP FROM @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS ° PLANS
POST TO BEAM BP112 SQ. WASHER OR EQUAL 2"x2"x3/16" , W/ SCHEDULE, 6" FROM ENDS OF WALL
7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SEE DESIGN PLANS FOR
EXTERIOR BEAM AS MIN.
n. FASTEN EACH
NOTED PLAN VIEW TOP OF POST' SIMPSON SET-XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. MEMBER, EACH ADDITIONAL INFORMATION
G NOT SHOWN THIS DETAIL
PT POST (AS NOTED) MIN. 2-1/4" EDGE DISTANCE FROM THE END, W/ (3)-10d TOE
ABU POST BASE CONCRETE OR MASONRY FACE VERIFY ALL NUTS TO BE INSTALLED MAX. V-0" () 0d NAILS
(AS NOTED)
SNUG -TIGHT PLUS 2/3's OF A TURN NAILS MIN. 5 1
o 5/8" THREADED ROD w/ N. MIN. 1/2" J-BOLT INSTALLED @ MAX. 32" O.C., LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER:
MI
NUT SET IN ADHESIVE 2 1/4" ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT
1-112 INTO FOUNDATION USING 1/2" NUT AND CMU:
LEG MIN. (2) 1/4" TAPCONS W/ 1-1/4" EMBEDMENT INTO CMU @ 16" O.C., 1" EDGE &
a SIMPSON
. MAINQTAIIN A MIN.ASHER 2-1EQUAL /4" EDGE 4" END DISTANCE
( ) FRAME:
i a SEE FOUNDATION \' DISTANCE FROM THE CONCRETE OR MIN. (2) 1/4" SIDS SCREWS W/ 1-1/2" EMBEDMENT @ 16" O.C., 1" EDGE & 4" END
PLAN FOR ADDITIONAL MASONRY FACE. LEG OF J-BOLT SHALL BE A DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF
_ ' i INFO MIN. 1-1/2" AS MEASURED FROM SHAFT FACE VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS
SIDE VIEW @ BASE OF POST TO END OF LEG AS SHOWN THIS SCHEDULE
CDO CORNER COLUMN FRAMING F07 STANDARD BASE PLATE CONNECTOR SCHEDULE SD23 BROW FRAMING DETAIL MAX. 1'-0" O.H. - NOT USED
3/4"=V-0" 3/4"=V_0" 1 1/2"=V-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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i JOB No.
DWH-0205549
SCALE:
AS INDICATED
J DATE:
04/30/19
C
SD3
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED -
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
SEE STANDARD
CONNECTOR NOTES
BEARING
OIL
SEE PLAN
DBL. TOP PLATE
SEE ARCHITECTURAL
PLAN FOR OVERHANG HDR. PER PLAN
INFO
MIN 2x4 SPF #2 STUDS
WINDOW AS @ 16" O.C. SEE PLAN
SCHEDULED FOR MORE INFO.
EXTERIOR FINISH PER
PLAN INT. FINISH PER PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10,
WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
SEE PLAN -
BOND BEAM
LINTEL AS PER PLAN
WD. HD. HT.
OIL
If SEE PLAN
ATTACH
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHE
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
MIN THICKNESS SHALL
�a
BE 1/2" GYP BOARD OR
15/32" OR 7/16" OSB.
TO FLOOR
PRE-ENGINEERED
ROOF TRUSSES AT 24"
O.C.
TYPICAL TRUSS TO
FRAME CONNECTION
SEE STANDARD
CONNECTOR NOTES
REFER TO PLAN FOR
BUILT-UP COLUMN
INFO.
PRE-ENG. FLOOR
SYSTEM - IF NO FLOOR
SYSTEM INSTALL
KNEEWALL & PROVIDE
SOLID BLOCKING
UNDER COLUMN
ABOVE
BAND JOIST & BLKG
OR LVL GIRDER
MTSC40 POST ABV. TO
POST BELOW U.N.O.
PROVIDE SOLID
BLOCKING WITHIN FLR
SYSTEM TO MATCH
COL. DIMENSION
REFER TO PLAN FOR
BUILT-UP COLUMN
INFO.
BEARING WALL PER
PLAN BEYOND
COLUMNS
MID -HEIGHT BLOCKING
PER BEARING WALL
SCHEDULE
COLUMN BASE
CONNECTION PER
PLAN
REFER TO
FOUNDATION PLAN
FOR FTG.
INFORMATION
NOTE: ALL FLOOR
TRUSSES TO BE P.T. I
NO MOISTURE
BARRIER (FELT PAPEI
OR SIM) IS PROVIDED
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
SIMP. HTT4
W/(18) 16d x 212" NAILS
TO POST (U.N.O. ON
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
FRAMING PLAN) & e'
ALL THREAD W/7" MIN.
EMBEDMENT INTO TIE
(1) SIMPSON LSTA30
BEAM USING SIMP. SET
STRAP CENTERED
EPDXY
, . FLOOR TRUSS PER
BETWEEN COLUMN
PLAN
AND GIRDER/BEAM
PROVIDE SOLID
BELOW W/ (22) 10d
BLOCKING BELOW
SEE DETAIL WS11THIS
NAILS
COL. EVEN WITHIN
SHEET FOR MORE INFO
FLOOR TRUSS
MASONRY WALL SEE
PLAN FOR MORE INFO
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
7LOOR TRUSS SEE
RAMING PLAN FOR
;ONNECTION INFO.
FLOOR GIRDER OR
BEAM; SEE PLAN
fi
SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM
3/4"=1'-0" 3/4"=V-0"
2x 2ND FLOOR STUDS
SEE PLAN FOR MORE
SEE FLOOR FRAM
PLAN FOR FLOOR
SYSTEM INFO.
(2) SIMPSON LSTA18
STRAPS CENTERED
FLOOR W/ (14) 10d
NAI LS
(2) SIMPSON META16
FLOOR TRUSS TO
MASONRY WALL
EXT. SHEATHING -
FLUSH W/FACE OF
MASONRY ATTACHE[
PER NAILING
SCHEDULE; PROVIDE
1/8" GAP BETWEEN
SHEATHING AND
MASONRY
MASONRY WALL PER
PLAN
(2) SIMPSON LSTA18
STRAPS CENTERED Cc
FLOOR W/ (14) 10d
NAILS
ATTACH 2x STUDS W/
(2) 16d NAILS @ 6" 0.(
(2) SIMPSON LSTA18
STRAPS CENTERED
FLOOR W/ (14) 10d
NAILS
(3) 2x STUD PACK -
ATTACH PER NAILIN(
SCHEDULE
ATTACH 2x STUDS VI
(2) 16d NAILS @ 6" O.
DID WALL OR BEAM BELOW USE
TC40 W/ (36) 16d SINKERS. IF FLOOR
S03 TYPICAL TWO STORY COL. @ GIRDER SOg 2nd FLOOR CORNER FRAMING ATTACHMENT
3/4"=1'4"
TRUSS W/ 8d NAILS AT
FLOOR SHEATHING &
SHEATHING PER
3/4" FLOOR SHEF
16" O.C. TOP AND
NAILING PER FLOOR
DETAIL WF10/SD3
ATTACHED PER
BOTTOM CHORDS
FRAMING NOTES
2x STUDS, SEE FRAMING
NAILING NOTES
PRECAST SILL OR SILL
PLAN FORSPACING AND
PER WINDOW
2x4 #2 SYP BLOCKING
GRADE AND SEE ARCH
MANUFACTURER
@ 48" O.C. W/ (2) 12d
PLAN TO VERIFY SIZE
WRITTEN
TOENAILS EACH END
2x BOTTOM PLATE W/
SYS. 42 FLOOR
SPECIFICATIONS
12d NAILS @ 6" O.C.
TRUSSES @ 24"
2x4 #2 SYP ANGLE
INTO TRUSS/RIBBONS
(MAX)
EXT FINISH PER PLAN
AGAINST TRUSS
OR BLOCKING
VERTICAL @ 48" O.C.
(1) ROW 8d NAILS @ 3"
W/ (3) 12d NAILS EACH
O.C. WALL SHEATHING
VERT REINF. BEYOND
(a
END
TO BOTTOM PLATE/
TOP CHORD
PRE-ENG FLOOR TRUSS
MASONRY WALL PER
OR FIELD FRAME 2x4
PLAN
fit..
CONC. SLAB -
SYS. 42 FLOOR
TRUSSES @ 24'. O.C.
KNEE WALL, STUDS @
SEE FOUNDATION
(MAX)
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k
PLAN FOR MORE INFO
@ EACH END. TRUSS TO
FIN. FLR.
�.
CMU W/ STRAP PER
_
STANDARD CONNECTOR
NOTES
GRADE
MASONRY WALL PER
I
(1) ROW 8d NAILS @ 3"
MASONRY WALL
PLAN
O.C. WALL SHEATHING
PLAN
SEE FOUNDATION
NOTE: ALL FLOOR
TO BOTTOM PLATE
NOTE: ALL FLOO
DETAILS FOR FTG INFO
TRUSSES TO BE P.T. IF
118' GAP BETWEEN
TRUSSES TO BE
NO MOISTURE
SHEATHING & CMU
NO MOISTURE
BARRIER (FELT PAPER
2x4 PT SILL PLT. IF
BARRIER (FELT F
OR SIM) IS PROVIDED
KNEEWALL
OR SIM) IS PRO\j
SHEATHING PER
DETAIL WF10/SD3
2x STUDS , SEE
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SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
2x BOTTOM PLATE W/
12d NAILS @ 6" O.C.
INTO TRUSS/RIBBONS
OR BLOCKING
(1) ROW 8d NAILS @ 3"
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TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
1/8" GAP BETWEEN
SHEATHING & CMU
TRUSS TO CMU W/
STRAP PER STANDARD
CONNECTION NOTES
(3) 2x STUDS
CALIFORNIA CORNER A -A
(4) 2x STUDS
STANDARD CORNER A -A
3/4" FLOOR SHEATHING
SHEATHING PER PLAN
ATTACHED PER FLOOR
ATTACH PER NAILING
NAILING NOTES
SCHEDULE
UNDER WINDOWS AND
2x STUDS , SEE
GIRDERS: BLOCK
FRAMING PLAN FOR
SOLID BETWEEN
SPACING AND GRADE
RIBBONS W/ SIMPSON
AND SEE ARCH PLAN
A35 EA. END
TO VERIFY SIZE
2x BLOCKING FOR
2x BOTTOM PLATE W/
SHEATHING/ DRYWALL
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OR BLOCKING
EA. ENDXf
(1) ROW 8d NAILS @ 3"
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RIBBON
2x SYP #2 RIBBON (MIN
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SEE PLAN FOR
BRG DIRECTLY ON CMU
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CANTILEVER
(1) ROW 8d NAILS @
MASONRY OR MTS12
3" O.C. TYP. WALL
AT WOOD FRAME
NOTE: ALL FLOOR
SHEATHING TO EA.
WALL
TRUSSES TO BE P.T. IF
RIBBON
MASONRY OR FRAME
NO MOISTURE
WALL PER PLAN
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
NOTE: NOTE:
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PLAN
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BEAM PER PLAN
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OR BLOCKING
(1) ROW 8d NAILS @ 3"
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TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=V-0"
COPYRIGHT MCD 2015: The information con
FLOOR
TRUSSES
PER
PLAN
(2) H3 CLIPS -
EA. TRUSS TO
BEAM W/ (8)- 8d
NAILS U.N.O.
FACE OF CMU
(1) ROW 8d NAI @ 3
SHEATHING TO BOTTOM PLATE/ TOP
RIBBON
2x SYP #2 RIBBON (MIN 2x4) TO TRUSS
W/ (4)- 12d NAILS.
(1) ROW 8d NAILS @ 3" O.C. WALL
SHEATHING TO RIBBON & LEDGER.
2x6 SYP#2 LEDGER W/ (3)- 10d NAILS TO
BEAM @ 6" O.C. & 2" FROM EA. END,
EQUALLY SPACED.
IF STRAPS ARE REQ'D TO COLUMNS
ABOVE, INSTALL 2x6 SYP#2 VERTICAL
BLOCKING BETWEEN LEDGERS W/ (2)
ROWS 10d NAILS TO BEAM @ 3" O.C. & 1"
FROM ENDS & EDGES.
2x4 SYP#2 LEDGER BETWEEN SHEATHING
AND BEAM W/ (2)- 10d NAILS @ 3" O.C.
(2) ROWS 8d NAILS @ 3" O.C. WALL
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@ 48" O.C. W/(2)12d
TOENAILS EACH END
2.4 #2 SYP ANGLE -
AGAINST TRUSS
VERTICAL @ 48" O.C.
W/ (3) 12d NAILS EACH
END
FLOOR TRUSSES PER
PLAN
BEAM PER PLAN INSET -
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SHEATHING PER PLAP
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TOPPING INFO
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SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
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Df MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
2x BASE PLATE W/ (2) -
12d NAILS @ 12" O.C.
USE SIMPSON MTS12
2x BRG WALL W/
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
CONNECTED W/ MTS12
USED @ BASE
2x BASE PLATE W/ (2)
OR LSTA18
12d NAILS @ 12" O.C.
2x BLOCKING W/ (2) 12d
EXTERIOR SHEATHING
TOENAILS EACH END
ATTACH PER NAILING
3/4" FLOOR SHEATHING
(2) 2x4 #2 SYP
SCHEDULE
ATTACHED PER FLOOR
BLOCKING W/ SIMPSON
i
NAILING NOTES
HUC24-2 EACH END,
(2) 2x4 #2 SYP
USE (4) 10d & (2) 10d
BLOCKING W/ SIMPSON
NAILS. UNDER WINDOW
HUC24-2 EACH END,
JAMBS USE (2) 2x6 #2
USE (4) 10d & (2) 10d
SEE PLAN
SYP W/ HUC26-2,
NAILS. UNDER
WINDOW JAMBS USE
LOW ROOF TRUSS SEE
(2) 2x6 W/ HUC26-2.
TRUSS PLAN FOR
LOW ROOF TRUSS SEE
FLOOR TRUSS PER
CONNECTIONS (IF
TRUSS PLAN FOR
PLAN
TRUSS IS CONT. BRG
CONNECTIONS
ON MASONRY USE
MASONRY (SHOWN)
META16 @ 24" O.C. OR
OR WOOD WALL PER
ON WOOD USE HGA
PLAN
CLIPS @ 24" O.C.)
2x8's MIN. SPF #2 @ 16"
O.C. MAX W/ MID POINT
BLOCKING (U.N.O.)
2x BRG WALL W/ SIMPSON SP2 @
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)
TAPC NS PER
3/4" FLOOR SHEATHING ATTACHED
S
STRAP;CENTER
T
PER FLOOR NAILING NOTES
STRAP BETWEEN
MASONRY WALL AND
FRAME WALL
FLOOR TRUSS PER
PLAN
CONTRACTOR MAY USE
SIMPSON HTT4 AT
WINDOW JAMB STUDS
INSTEAD OF INDICATED
EXTERIOR FLAT STRAP.
SEE PLAN
INTERIOR FLAT STRAP
IS STILL REQUIRED AT
JAMB STUD CONDITION
SEE ARCHS FOR —�
FURRING AND
INTERIOR FINISH
MASONRY (SHOWN)
MASONRY WALL PER
OR WOOD WALL PER
PLAN
PLAN
- EXT. FINISH PER
2x8 MIN. SPF #2 @ 16"
ARCHS
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
- 2x8 #2 SYP P.T. SILL
PLATE W/ 1/2" EPDXY
ANCHOR BOLT OR
J-BOLT W/ MIN. 7"
2x8 #2 SYP P.T. SILL -
EMBED. @ 32" O.C. & 3"
PLATE W/ 1/2" EPDXY
- FROM EA.END
ANCHOR BOLT OR
J-BOLT W/ MIN. 7"
EMBEDMENT @ 32"
- MAX 1/8" GAP
O.C. & 3" FROM EACH
BETWEEN SHEATHING I END
AND CMU
CONT. #5 IN TIE BEAM
EXT. FINISH PER
ARCHS
EXT. SHEATHING 2x4 #2 SYP CONT. W/ (2)
ATTACH PER NAILING 12d NAILS AT EACH STUD
\ SCHEDULE 2x4 STUDS @ 16" O.C.
1/2" GYP. BOARD
:::��
SIMPSON H10A @ X
EACH DIAGONAL
BRACE
2x4 #2 SYP CONT. W/
(2)-12d NAILS AT EACH CS18 EA. STUD ABOVE
STUD TO STUD BELOW W/
11" END LENGTHS &
(18)-8d NAILS
2x BOTTOM PLATE,
ATTACH TO DOUBLE
TOP PLATE W/ (2) 1, " x
4-1/2" SDS SCREWS @
12" O.C., STAGGER
ROWS 6"
IF SHEATHING IS NOT77
CONTINUOUS TO BASE 2x BEARING WALL
PLATE, SP8 TOP AND WITH ROOF LOAD
BOTTOM ARE REQ'D REFER TO BEARING
WALL SCHEDULE FOR -
CMU WALL PER PLAN STUD BASE
CONNECTION &
BOTTOM PLATE
ANCHORS
SECTION @ RAISED HEEL TRUSS
S j SECTION @ COMBO TRUSS
FO WALL SPLICE DETAILS
F1 SECTION @ OPEN TO ABOVE
F1 BRACING @ 2 STORY FRAME WALL
1 /2"=V-0"
1 /2"=V-0"
1 1 /2"=V-0"
(2) 2x SYP #2
BUILT-UP STUC
COLUMNS
DER BY OTHERS
33 PER PLAN
'ER PER PLAN
(2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT
ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN
wl (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SIDS SCREWS
EXTERIOR SHEATHING
FROM TOP OF WALL
TO BOTTOM OF SILL
PLATE ATTACH PER
- - - - - - - - - - - - -
- - - - - - - - - - - - - - -
NAILING SCHEDULE
ROOF SHEATHING —
�IMPSON H2.5A EA.
ATTACH PER NAILING
[TRUSS
i
SCHEDULE
PRE-ENGINEERED —
(
I
TRUSS PER PLAN
MIN. 2x6 #2 SYP CONT.
LEDGER W/ (2) %4'x3-1/2"
4 SIDS WOOD SCREWS@ --------_
- 16" O.C. MAX. & 3"
I
FROM EA. END - USE I
(3) SCREWS FOR 24" I
SIMPSON LUS26. USE
PECESS LEDGER INTO
O.C. I
LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/
I
TRUSS
[TIRUSS SHOP
LRAWINGS-
- - - - - - - - J
2x8 SYP #2 LEDGER W/
MIN. (4) 16d NAILS TO
EACH STUD (AT EACH
OPT. TRUSS RECESS LEDGER
SIDE OF G.T. USE (4)
16d NAILS)
D01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW
NOTE: NOTE:
WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN
WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND
BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER
LATERAL LOADS LATERAL LOADS
SOLID SHEATHING @
EXTERIOR SHEATHING
HEADER
FROM TOP OF WALL
SIMPSON SP4 W/ (6)
TO BOTTOM OF FLOOR F��
SHF6r
10d xl-1/2" @ 24" O.C.
SYSTEM (RIBBON I
(USE SP6 @ 2x6 STUDS
BEAM) ATTACHED PER
& SP8 @ 2x8 STUDS)
NAILING SCHEDULE. IF
SHEATHING CAN NOT
(2) 2x SPF TOP PLATE
BE INSTALLED AS
U.N.O. ON PLAN
INDICATED,
CONTRACTOR TO
HEADER - SEE 2ND
FOLLOW WS06/SD4
FLOOR PLAN FOR MIN.
FOR REQUIRED
HEADER SIZE & REQ'D
STRAPS
JAMB STUDS
`- IF HEADER IS UPSET
(2) 2x SILL AT WINDOW
AND WINDOW IS
W/ 2x CRIPPLE STUDS
LOWER: (1) 2x SILL
AT EA. END NAILED TO
PLATE W/ (2) 10d
STUD PACK W/ 10d
TOENAILS. EXT.
NAILS @ 8" O.C. THEN
HEADER OPENINGS
STUDS @ 16" O.C.
LESS THAN 4FT:(1) 2x
ATTACH SILL W/ (2) 10d
SILL PLATE W/ (2) 10d
TOENAILS AT EA. END
TOENAILS. OPENING
OF SILL (MAX OPEN'G
LARGER THAN 4FT: (2)
WIDTH 4'-0"). USE A35
2x SILL PLATE W/ A35
CLIP AT EA. END FOR
CLIPS EACH SIDE W/ 2x
OPENINGS GREATER
CRIPPLES @ 16" O.C.
THAN 4' BUT LESS
W/ (2) 10d TOENAILS
THAN 6'
T&B (PLYWOOD
SHEATHING REQ'D
T&B)
>�
TL
SEPARATE SHEATHING
UNDER WINDOW
2x TOP & BOT.
RIBBONS, CONT.
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
—
SEE FRAMING PLAN
IF FLOOR SYS. NOT PRESENT PER FLOOR
FOR FLOOR
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
CONNECTION
CMU WALL BELOW PER DETAIL INCDICATED
PROVIDE BLOCKING
ON FLOOR FRAMING. INDICATED BASE STRAP
gEl OW JAMBS
REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6
IS INDICATED, BASE STRAPS ARE REQ'D ON
MASONRY WALL SEE
E WALL
PLAN FOR MORE INFO
EXTERIOR SHEATHING
FROM TOP OF WALL
TO BOTTOM OF FLOOR
SYSTEM (RIBBON /
BEAM) ATTACHED PER
NAILING SCHEDULE. IF
SHEATHING CAN NOT
BE INSTALLED AS
INDICATED,
CONTRACTOR TO
FOLLOW WS07/SD4
FOR REQUIRED
STRAPS
ALIGN 2ND FLOOR
SOLID SHEATHING @
STUDS w/ 1 ST FLOOR
HEADER
STUDS
SIMPSON SP4 W/ (6)
(2) 2x SPF#2 BASE
10d xl-1/2" @ 24" O.C.
PLATE. ATTACH 1ST PLY
(USE SP6 @ 2x6 STUDS
W/ (2) 16d NAILS @ EACH
& SP8 @ 2x8 STUDS)
TRUSS, THEN ATTACH
2ND PLY W/ (2) 10d NAILS
(2) 2x SPF TOP PLATE
@ 12" O.C.
U.N.O. ON PLAN
SIMPSON CS18 PER
HEADER - SEE 2ND
WF16/
FLOOR PLAN FOR MIN.
HEADER SIZE & REQ'D
JAMB STUDS
(2) 2x TOP PLATE
SEE PLAN FOR
BEARING WALL
REQUIREMENTS.
STUDS TO ALIGN W/
STUDS ABOVE
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT. W/ (2) 12d PRE ENGINEERED
NAILS TO EACH STUD TRUSSES @ 24" O.C.
12 MAX. PER PLAN
2x8 #2 SYP SILL PLATE SEE ARCHS FOR ROOF
' PER PLAN WATERPROOFING AND
W/ /2' EPDXY ANCHOR
OR J-BOLT @ 32" O.C. FINISH
W/ MIN. 7" EMBEDMENT
& 6" FROM EACH END TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
MASONRY WALL PER (2) 2x TOP PLATE
PLAN O.H.
ELEV.
EXT. SHEATHING FROM
TOP OF WALL TO DBL
BOTTOM PLATE. IF
SHEATHING IS NOT
CONT. ADD BLOCKING
@ SHEATHING SPLICE
W/ (3) 10d TOENAILS
EA. END. SIMPS. SP4
@ TOP REQ'D
ROOF SHEATHING
ATTACH PER NAILING
SCHEDULE
2x4 SYP#2 BLOCKING
W/ (2) 10d TOE NAILS
LOW ROOF TRUSS W/
16" TALL RAISED HEEL
BOTTOM CHORD
EXTENSION
ATTACH EACH TRUSS
TO BEARING WALL
USING SIMPSON H10A
U.N.O. ON FRAMING
PLANS
(2) 2x HEADER SEE -
PLAN FOR MORE INFO
& CONNECTIONS
WINDOW SEE PLAN -
FOR LOCATION
2x BLOCKING w/ (2) 12d
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
ROOF LINE
2x BASE PLATE W/ 12d
@ 24" O.C. TO FLOOR
SYSTEM BELOW
PLYWOOD FLOORING
SEE FLOOR FRAMING
PLAN FOR MORE INFO
SEE PAN FOR
TRUSS DIRECTION
& MORE INFO
FLOOR GIRDER SEE
PLAN FOR
CONNECTION
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER. ATTACH PER
NAILING SCHEDULE
WF10/SD3. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
IF TRUSSES ARE
PARALLEL TO WALL, 2x4
#2 SYP CONT. W/ (2)-12d
NAILS AT EACH STUD
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
I
I
I
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
acc ruwiu. ruiry rum r i �. rtcu.
O1/2" J-BOLTS @ 7" FROM EA. END OF
WALL & WALL OPENINGS @ 32"o.c.
MAX. W/ 6" MIN. EMBEDMENT & 2"
WASHER SEE BEARING WALL FOR ALT's
OSEE HEADER SUPPORT SCHEDULE
ON NOTES & CONNECTOR LEGEND
SHEET FOR REQUIRED QUANTITY
OF JACKS / KINGS. # OF STUDS TO
MATCH BETWEEN FLOORS
SHEATHING CONT. TO
2x4 BLOCKING W/ (2)
2nd STORY WALL
16d NAILS @ EA. END.
BOTTOM PLATE
BLOCK ADJACENT
ATTACH PER NAILING
BAYS @EACH
SCHEDULE
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.
O.S.B. TO OVERLAP
TRUSSES PER PLAN
BOTTOM PLATE 1-1/4'
(MIN.)
2x LEDGER TO UPPER
2X4 SYP #2 DIAGONAL
FLOOR WALL W/
BRACE @ 48" O.C. MAX. I
1/4" X 3-1/2" SIMPSON
45' FROM
SIDS SCREW @ 16" O.C.
HORIZONTAL BRACE
NOT REQUIRED
(2) 2x4 TOP PLATE
6' FROM EAVES.
(2) 2x SPF TOP
C AT OPENINGS LARGER THAN 4'-2" ATTACH
TOP PLATE TO HEADER WITH LSTA12 BENT
OVER W/ (5) 10d NAILS INTO TOP PLATE AND
(5) 10d NAILS INTO HEADER
F2 SECTION @ 2-STORY BRG, F1 TYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL
3/4"=V_0" 3/4"=1'-0" 1 "=1'-0"
2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
TOE NAILS.
ROOF AND EXTERIOR
SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X8 #2 SYP CONT.
LEDGER W/ (4) 16d
NAILS. ATTACH NAILS
INTO END OF EA.
FLOOR TRUSS, 24"
O.C. MAX. (INSTALL (4)
NAILS AT EA. SIDE OF
G.T.)
SIMPSON LUS26 OR
IF 2-PLY TRUSS
SIMPSON LUS26-2
TRUSS TO LEDGER
8" CMU WALL, TYP.
SEE FLOOR
FRAMING PLAN FOR
BOTH SIDES OF TH - MORE INFO. VERIFY
S4 HEADER CONNECTION @ 2ND FLOOR S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM D04 SECTION @ LOW ROOF PLAN FOR LOCATION _ NOT USED
AND DIRECTION
3/4"=1,_0„ 3/4„=11_0., 3/4"=V_01.
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.
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
(2) 2x SILL AT WINDOW
W/ 2x CRIPPLE STUDS
AT EA. END NAILED TO
STUD PACK W/ 10d
NAILS @ 8" O.C. THEN
STUDS @ 16" O.C.
ATTACH SILL W/ (2) 10d
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'
IF HEADER IS UPSET
AND WINDOW IS
LOWER: (1) 2x SILL
PLATE W/ (2) 10d
TOENAILS. EXT.
HEADER OPENINGS
LESS THAN 4FT:(1) 2x
SILL PLATE W/ (2) 10d
TOENAILS. OPENING
LARGER THAN 4FT: (2)
2x SILL PLATE W/ A35
CLIPS EACH SIDE W/ 2x
CRIPPLES @ 16" O.C.
W/ (2) 10d TOENAILS
T&B (PLYWOOD
SHEATHING REQ'D
T&B)
SEE FRAMING PLAN
FOR FLOOR
CONNECTION
FLOOR GRIDER OR
BEAM
SEE 2NC
F----------------------------I WALL SE
ADDITIO
INFORM,
SIMPSON H2.5 I
TRUSS TO LEDGER
'MIN. 2x6 #2 SYP
?IR
I
ICONT. LEDGER w/ (2)
I%"xW SIDS WOOD
[SCREWS @ 16" O.C.
IMAX- EQUALLY
& 3" FROM
iSPACED
END OF LEDGER -
LEDGER RECESSED I
IUSE (3) SREWS IF 24"
INTO TRUSS. VERIFY I
IO.C. IS REQUIRED
w/ SHOP DRAWINGS I
L--------------------------J
OPT. TRUSS RECESS LEDGER
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---
) JOB No.
DWH-0205549
SCALE:
AS INDICATED
J DATE:
04/30/19
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2xl2 SYP#2
HEADER TO BUILT UP
STUD COLUMN
STANDARD(3)2X12
SYP #2 STRINGERS W/
SIMPSON A34 CLIP TO
FLOOR SYSTEM/
LANDING FRAMING
TYP FOR EACH STAIR
RUN
MIN. (2) 2x12 SYP#2 HEADER
PER HEADER z
REQUIREMENT AT LANDING
SCHEDULE @ END OF
LANDING FOR STRINGERS
TO CONNECT TO. HEADER
TO BEAR DIRECTLY ON
BUILT UP COLUMN BELOW
OR OPTIONAL ATTACHMENT
PER B-B
2
MID SPAN BLOCKING
-
TO MATCH JOIST
DEPTH W/ (3) 10d
B
TOENAILS EACH END
A -A PLAN VIEW C
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2xl2 SYP#2I
HEADER TO BUILT UP
STUD COLUMN
OPTIONAL (2)2xl2 SYP#2
ATTACHMENT TO
CMU/LEDGER IN LIEU OF
BUILT UP COLUMN
WOOD:
HU210-2/HUC210-2 W/
(18)16d NAILS TO
LEDGER/SUPPORT AND
(10)10d NAILS TO (2)2x12
SYP#2 HEADER
MASONRY:
HU210-2/HUC210-2 W/
(18) 1/4"x3-1/4" TAPCONS
TO CMU AND (10) 10d
NAILS TO (2)2xl2 SYP#2
HEADER
STANDARD(3)2X12
SYP #2 STRINGERS W/ B
SIMPSON A34 CLIP TO
FLOOR SYSTEM &
LANDING FRAMING
MIN. (2) 2x12 SYP#2 HEADER
PER HEADER REQUIREMENT
AT LANDING SCHEDULE @ END
OF LANDING FOR STRINGERS
TO CONNECT TO. HEADER TO
BEAR DIRECTLY ON BUILT UP
COLUMN BELOW OR OPTIONAL
ATTACHMENT PER B-B
A -A PLAN VIEW C
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND
BOTTOM CHORD
FLOOR SYSTEM PER
FRAMING PLAN TYP.
IF I -JOIST, INSTALL
WEB FILLER PER
MANUFACTURER'S
WRITTEN
SPECIFICATIONS
2x12 SYP #2 STRINGERS
ONE ON EACH SIDE AND
ONE @ MID -SPAN
A34 @ EA. STRINGER
TO LANDING
2xATTACHEDTO
STRINGER
2x12 SYP #2 STRINGERS
ONE ON EACH SIDE AND
ONE @ MID -SPAN
90 DEGREE TURN LANDING
4'-0" MAX.
A
STANDARD (3) 2X12
SYP #2 STRINGERS W/
SIMPSON A34 CLIP TO
FLOOR SYSTEM/
LANDING FRAMING
TYP FOR EACH STAIR
RUN
LINE UP 2xJOIST IN
LINE WITH MIDDLE
2x12 STRINGER TO BE
UTILIZED AS BLOCKING
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
MIN. 2x8 SYP#2 JOISTS @
LANDING @ 16"O.C. W/
SIMPSON A35 OR LUS26
HANGER ON EACH SIDE
MIN. 2x8 SYP#2 LEDGER (P.T. IF
ATTACHING TO MASONRY
WALL) CONT. LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX. TO EACH
STUD. ((2) 1/4"x3-1/4" TAPCONS
@ 16" O.C. AND 4" FROM ENDS
MAX. FOR MASONRY WALL)
3/4" PLYWOOD OR OSB
SHEATHING OVER
LANDING ATTACHED
PER THE FLOOR
FRAMING NOTES
MID SPAN BLOCKING
TO MATCH JOIST
DEPTH W/ (3) 10d
TOENAILS EACH END
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
MIN. 2X8 SYP#2 LEDGER (P.T. IF
ATTACHING TO MASCNRY
MIN. 2x8 SYP#2 JOISTS
WALL) CONT. LEDGER w/ (3) 16d
@ LANDING @ 16"O.C.
NAILS @ 16" O.C. MAX. TO EACH
W/ SIMPSON A35 OR
STUD. ((2) 1/4"x3-1/4" TAPCONS
LUS26 HANGER ON
@ 16" O.C. AND 4" FROM ENDS
EACH SIDE
MAX. FOR MASONRY WALL)
180 DEGREE TURN LANDING
A34 @ EA. STRINGER
TO LANDING
SEE DESIGN PLAN FOR
MAX. RISE OF STEPS
AND MIN. TREAD
DEPTH
MIN. (2) 2x12 SYP#2
I HEADER PER HEADER
III REQUIREMENT AT
Z IIII LANDING SCHEDULE @
IIII END OF LANDING FOR
�7x
IIII STRINGERS TO
IIII CONNECT TO. HEADER
IIII
IIII TO BEAR DIRECTLY ON
I I I BUILT UP COLUMN
0
6" MIN.
c
L
Ic
STAIR WINDER DETAIL
FASTEN EACH 2X12
STRINGER TO DBL. 2)
HEADER W/ (3) 12d NI
ALONG WITH A34's
MIN. (3) 2x SYP #2 STL
REQ'D @ END OF LAN
HEADER W/ MIN. (6) 1:
NAILS FROM (2)2xl2
HEADER TO BUILT UP
STUD COLUMN
3/4" PLYWOOD OR OSB
SHEATHING OVER
LANDING ATTACHED
PER THE FLOOR
FRAMING NOTES
BEAM @ END OF
LANDING PER
SCHEDULE
OPTIONAL (2)2xl2 SYP#2
ATTACHMENT TO CMU/LEDGER
IN LIEU OF BUILT UP COLUMN
WOOD:
HU210-21HUC210-2 W/ (18)16d
NAILS TO LEDGER/SUPPORT
AND (10)10d NAILS TO (2)2xl2
SYP#2HEADER
MASONRY:
HU210-2/HUC210-2 W/ (18)
1/4"x3-1/4" TAPCONS TO CMU
AND (10) 10d NAILS TO (2)2xl2
SYP#2 HEADER
B-B CROSS SECTION
STRINGERS TO BE NOTCHED
AT LANDING OR PROVIDE 2x4
SYP #2 LET -IN CLEAT AND
ATTACH TO JOISTS BELOW
W/(2)-12d NAILS @ 12" O.C.
2X12 STRINGER TO LANDING
FRAMING W/(3)-12d TOENAILS
HEADER REQUIREMENT AT LANDING
HEIGHT OF STAIRS
AT LANDING
BEAM
(#2 SYP)
JOISTS
(#2 SYP)
MAX.UNSUPPORTED
WIDTH OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
7'-0"
12'-0" OR LESS
(3) 2x12
2x8
GENERAL STAIR NOTES:
1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM
CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC
RESIDENTIAL.
2. (2)2xl2 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING
FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3)
ROWS 10d NAILS AT 8" O.C.
3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO
CONSTRUCTION.
4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6) 12d TOENAILS (BLOCK SOLID
UNDER BEAMS LESS THAN 2x12)
6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS
SCREWS WITHOUT ADDITIONAL REVIEW
7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER
USING (3)-12d NAILS, ALONG WITH A34's
MIN. 2x8 SYP#2 LEDGER (P.T. IF
ATTACHING TO MASONRY
WALL) CONT. LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX. TO EACH
STUD. ((2) 1/4"x3-1/4" TAPCONS
@ 16" O.C. AND 4" FROM ENDS
MAX. FOR MASONRY WALL)
A35 CONNECTION
/
III BELOW OR OPTIONAL
I
�— WOOD OR MASONRY
ATTACHMENT PER B-B ik
WALL SEE PLAN FOR
MORE INFO
2x8 P.T. SYP #2 (MIN.) LET -IN,
MIN. (3) 2x4 SYP 92
FASTEN TO SLAB USING MIN.
COLUMN
MIN. 2x8 SYP#2 JOISTS
(6) 1/4"0-1/4" EVENLY
@ LANDING @ 16"O.C.
SPACED TAPCONS & MIN.
2x P.T. BOTTOM PLATE
W/ SIMPSON A35 OR
END DISTANCE OF 1-1/2"
LUS26 HANGER ON
EACH SIDE
HEIGHT OF LANDING
PER FLOOR PLAN
ST01 GENERAL LANDING &
STAIR FRAMING INFO
SCALE: 3/4"=,'0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LL(
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2xl2 SYP#2
HEADER TO BUILT UP
STUD COLUMN
IF 2X HEADER DOES
NOT BEAR ON 2X BUII
UP COLUMN SEE
OPTIONAL HANGER
CONNECTION BELOW
MIN. 2X8 SYP #2 JOISI
@ LANDING @ 16" O.0
W/ SIMPSON A35 OR
LUS26 HANGER ON
EACH SIDE TYP.
CONTINUOUS FULL -
LENGTH MIN. (3) 2X12
SYP #2 HEADER @ EN
OF LANDING FOR
STRINGERS TO
CONNECT TO. BEAM
TO BEAR ONTO BUILT
UP COLUMNS BELOW.
NAIL PLIES FROM ONE
FACE W/ (3) ROWS 10c
NAILS @ 8" O.C. & 4"
FROM ENDS
STANDARD (3) 2X12
SYP #2 STRINGERS W
SIMPSON A34 CLIP TC
FLOOR SYSTEM/
LANDING FRAMING
TYP FOR EACH STAIR
RUN
4'-0" MAX.
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WOOD WALL
MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX.
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NOTES
MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX.
FRAMED OVER LANDING IF STEP REQUIRED MID
LANDING. TOENAIL 2X SLEEPER TO SOLID
BLOCKING BELOW W/ 12d NAILS @ 8" O.C.
MIN. 2X8 SYP #2 JOISTS @ LANDING
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LUS26 HANGER ON EACH SIDE TYP.
MID SPAN BLOCKING TO MATCH
JOIST DEPTH W/ (3) 10d TOENAILS
EACH END
C-C CROSS SECTION @
LANDING STEP
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2xl2 SYP#2
HEADER TO BUILT UP
OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO
STUD COLUMN
CMU/LEDGER IN LIEU OF BUILT UP COLUMN
MIN. 2x8 SYP#2 LEDGER (P.T. IF
WOOD:
ATTACHING TO MASONRY
HU210-31HUC210-3 W/ (18)16d NAILS TO LEDGER/SUPPORT AND
WALL) CONT. LEDGER w/ (3) 16d
(10)10d NAILS TO (3)2xl2 SYP#2 HEADER
NAILS @ 16" O.C. MAX. TO EACH
MASONRY:
STUD. ((2) 1/4"x3-1/4" TAPCONS
HU210-21HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND
@ 16" O.C. AND 4" FROM ENDS
(10)-10d NAILS TO (3)2xl2 SYP#2 HEADER
MAX. FOR MASONRY WALL)
A -A PLAN VIEW
@ 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED)
2x6 VERTICAL @ 6-0"
O.C. MIN. AND @ ANY
OPENING WAN
HANDRAIL
KNEEWALL
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
2x4 CONT. TOP PLATE
ATTACH TOP PLATE TO
STUDS W/(2)16d TOE
NAILS
GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
2x4 #2 SPF STUDS @
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
24" O.C. W/ (2) 12d
TABLE R301.5 (FBC 6TH EDITION)
TOENAILS BOTTOM
NOTCH SILL AND
PLYWOOD FLOORING
TO ALLOW VERTICAL
TO SLIDE DOWN TO
FACE OF TRUSS
— ATTACH 2x6 VERTICAL
TO TRUSS Ya" x 3"
DOUBLE TRUSS PARALLEL TO FLOOR
EWS
SDS WOOD SCREWS
N.T.S.
EQUALLY
SPACED/CENTERED IN
2x4 CONT. TOP PLATE
TRUSS TO OUTSIDE
ATTACH TOP PLATE TO
FACE OF TRUSS
STUDS W/ (2) 16d TOE 3',
NAILS
1 SEE ARCH PLAN
MAX. 4'-0" ABOVE FLOOR
2x4 #2 SPF STUDS @ X
X
24" O.C. W/ (2) 12d
NOTCH FLOOR -
TOENAILS BOTTOM
SHEATHING TO
ACCOMMODATE
3 1/2"
4A. 1 1L I C 'M kG)
NOTCH SILL AND
10d NAILS @ 4" O.C.
PLYWOOD FLOORING
(NOTCHED @ 2x6
TO ALLOW VERTICAL
VERTICAL LOCATIONS).
TO SLIDE DOWN TO
FACE OF TRUSS
ATTACH 2x6 VERTICAL
2X6 VERTICAL AND "-
TO TRUSS W/ (3) Y4" x 3"
L-BRACE @ 6'-0" O.C. &
SDS WOOD SCREWS
@ ANY OPENING
EQUALLY
SPACED/CENTERED IN
TRUSS SEE PLAN
TRUSS TO OUTSIDE
ST03 SECTION @ HANDRAIL W/ FACE OF TRUSS
TRUSSES SCALE: 3/4" V-0" SINGLE TRUSS PARALLEL TO FLOOR
PERPENDICULAR TO FLOOR
FLOOR N.T.S.
;. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibite(
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
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