HomeMy WebLinkAbout2808 Gipper Cir (a) 18-3252GENERAL 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 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
ASTM A-615 GRADE 40 MIN.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE PER DETAIL MD08.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI
(fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE
OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 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/int 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 11= 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 15'-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"-1-118", 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 EOR FOR REPAIRS.
STRUCTURALSTEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S,
Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL
BE %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
TB -1
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
(- VALUE DENOTES SUCTION
AREA
O
O
CLOSED STAIR SECTION
(+) 21.2
(+) 21.2
10
(_) 22.9
(-) 28.3
ROOF PLAN
(+) 20.2
(+) 20.2
20
(_) 22.0
(-) 26.4
FOUNDATION PLAN
(+) 19.0
(+) 19.0
50
(_) 20.8
1 (-) 23.9
LINTEL PLAN
N 18.0
(+) 18.0
100
(-) 19.8
(-) 22.0
GARAGE DOORS
V-0" x 7'-0"
164" x T-0"
SD2
(+) 18.4
(+)17.7
GENERAL DETAILS
(-) 20.9
(-) 19.7
SD5
WIND PRESSURE/
SUCTION DIAGRAM Q6,,
GENERAL STAIR DETAILS
,
°�
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 JVD 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
06 Lu Z 5
L
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
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5/11/2018
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UPDATED PLANS TO MEET F.B.C. 6th EDITION (2017) RESIDENTIAL
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ARCHIVE PLAN REVISIONS
#
BY
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ASR REVISIONS
#
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04/22/19
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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
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* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
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SWITCHES 42"
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TELEPHONE.... 14"
TELEVISION 14"
WALL MOUNT TELEVSION....HTS VARY (VERIFY @ SELECTION PROCESS)
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20' GAR
B. L, 10'
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---_! -----------------
CD
5' U. E.
NORTH
SCALE 1" = 20' J
2007 ROC
CALCULATION
WITHIN PROPERTY LINES
SLAB:
1536
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3204
COVERAGE:
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SOD AREA:
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---_! -----------------
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2007 ROC
CALCULATION
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1536
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239
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3204
COVERAGE:
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SOD AREA:
1124
40 N580635"E
4'
r-RUBLIC NOTE: AVG 300 SQ.FT. OF SOD IS
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FOR LANDSCAPE.
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24" SIDE @3" O.C. & MIN
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
2O
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S3 S3 3'-4"_ 4'-2"
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
m I
F01 _
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18'-8 1/4" FO
2.5
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MIN (4) # 5 E.W.
S3
® I S FO M
S3
3.5
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S3El
2.6
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MIN (5) # 5 E.W.
— —v
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36"x36"x12" dp w/ #5's EQUALLY SPACED EA,
S3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
® I I I I
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.
3.5
Y-0" FIN. FLR
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
THICK CONC.
WELDEDWIRE FABRIC OR FIBER 16FO
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MESH AS INDICATED IN S3
® I FOUNDATION NOTES #2
BARS & 3" MIN. COVER TO EDGE OF CONC.
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48"x48"x24" dp w/ #5's EQUALLY SPACED EA.
M I I
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
�IIII I I
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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.
II
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
:0 M (
S3 — �� I (
S3
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21 M
M
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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S73
4
BARS & 3" MIN. COVER TO EDGE OF CONC.
F01
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10'-0"
-
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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5.5
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10'-8"
18,_8„ I 11,4"
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FOUNDATION NOTES:
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 1/3 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 MFO9 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
BAD
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24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
2O
WAY MIN, 2" HORIZ. CLEARANCE BETWEEN
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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
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30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
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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.
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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
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BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
4O
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4A
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48"x48"x24" dp w/ #5's EQUALLY SPACED EA.
4B
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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.
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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5.5
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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.
FOUNDATION PLAN
1/4"=1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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[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
F
c
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
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" L
C
c
NOTE TO CONTRACTOR:
PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D
CONTACT EOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w
OPTIONAL CURB BY EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH U
SEE PLAN FOR DOOR LOCATIONS. r
BUILDER DEEPER THAN 12" FOUNDATIONS AS SPECIFIED THIS DETAIL.
SHOWER SIZE °° CONTRACTOR TO v MASONRY WALL [
MIN. 24" BEFORE
a z ANOTHER STEP C.I.. VERIFY WITH DOOR SEE PLAN
1 #5 BAR CONT. °' MANUF. FOR
8" MIN. I () CONC. SLAB PER 8"x12" THICKENED ~ ° d.
I (1) #5 FROM FTG. TO
FIELD VERIFY I I W/ 3" COVER TYP. FOUNDATION PLAN SLAB W/ 1) #5 CONT. ¢ I a REQUIRED RECESS SLOPE
TIE BEAM MIN. 25"
z ( I '' .. J
W/ 3" COVER TYP. ? ° a I°''. #5 CONT. CONC. SLAB PER SPLICE GROUT CELL
g u I RESHOLD PER MFR'S
a CONC. SLAB PER • w I I ° REINFORCEMENT SEE FOUNDATION PLAN SOLID PER PLANS
TH
SPECIFICATIONS
a FOUNDATION PLAN a.: '.' ;' g w - P _ r w o �` °. FOUNDATION PLAN c
LU GRADE > �. �.�� w �, I I THRESHOLD PER
- o I. <. ' o ": °' ° " A I FOR QUANTITY
° - F MANUFACTURER'S <_
1= RSZE8"
I I=� I g a- _ �� j a -a SPECIFICATIONS
°J ° - =I I (= I I=IIIIII III=I 1= o I I.� . III=III a ° ( #5 x 25" x 25" CORNER ae.,I _GRADE `I:° c Q °°I - -i I- r =1I I -III= I - _ _ III III BARONE FOR EA.U--
- II= a a... Ta:.a L.°• w — — d `: :. _ I IIIIIe°�° �°. I VERIFY PLAN DETAILS °. a' a Ie HORIZONTAL CONC. SLAB PER W z III -III -I I ' '.a ' III -11`P, . ' —I—III 1„ 1 .. I -I -i L . I 8 I —III= w o a' , . _ ° 1_ FOR REQUIRED #5 i REBAR, TYP. U.N.O. —III—III I I = I=III=
_ _ _ _ w '� ` III -CONT. BARS. MAINTAIN ° Ia FOUNDATION PLAN — _ I — F
-I III -III-_ -111111 I I -III-I I I Ii . T T.� 1 I �I 3"COVER TYP. - ' I - <
I— _ _ — =III
1- I I=1 I I -III -� I-'' —I I—I I - I -I 11= �I I 1=1' °a . - _ I I - _ - -III I III I
_ I -I 11=1 I I=III III - 1
_16" MIN.— 116" MIN. °° - SLOPE (2) #5 BARS CONT. —I
�fri—
III-
- - W/ 3" COVER TYP. F
VERIFY PLAN DETAILS I I I=1 11=1 11=1 11=�L BEND EACH CONT. #5
8.1 8 8 8
�— (2) #5 BARS CONT. FOR REQUIRED #5
PER MFG SLOPE EXT. SURFACE CLEAN COMPACTED
CL
W/ 3" COVER TYP.INSTALL CONT. BARS. MAINTAIN BAR STEP DOWN,
CLEAN COMPACTED ARS OR EACHOOK CONT. OR GRADE F PER FILL @ DENSIIT95%
%STANDARD
PENDING SITE
FILL @ 95 /o STANDARD 3" COVER TYP.
FOOT AWAY FROM
CONDITIONS, SEE DETAIL WHERE 2ND STORY OCCURS, FTG BAR. LAP REBAR PER BUILDING
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 FOS 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
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"
WOOD POST PER PLAN
(2) #5 x 4'-0" BARS L
® FILLED CELL PER PLAN CENTERED AT PIPE PVC OR SCH40 SLEEVE FOR SIZE AND BASE
PENETRATION CONNECTION �
TOP COURSE TO BE
------- 14" CHAIR BLOCKS.
8" CMU - _ ° 4 °' a _ a _ ENTIRE BASE TO BE C
GARAGE w 111 III -I ° -III-I I FILLED SOLID
v CONC. SLAB PER FINISH PER ELEV. I I CMU BASE W/ (1) #5
- - J FOUNDATION PLAN 8" C.M.U. FINISH PER I I -I 1 I III-� I VERTICAL @ EA. SEE ELEVATION L
FINISH FLOOR ELEV. CORNER. SEE PLAN
TOP VIEW CORNER Iz
FINISH FLOOR —III— ,. , ° III -III- FOR BASE SIZE; BARS
�.—
PENETRATING REFER TO TO TIE INTO EXT. FTG.
GARAGE WALL ° PIPE. MAX 4" PENETRATING PIPE III -III III=III-III-III-FOR CONT. FOUNDATION PLAN BY TIE IN OR EPDXY �'° '°' z
CONC. SLAB PER ° < GRADE -SEE FDN. CONNECTION
FOUNDATION PLAN - - MAX. 4"
BEYOND 11=1I-1IIII;I PLAN FOR I III FOUNDATION I, I Q u
—7_ #5 LOOP TIE (TYP.) SIZES & REINF 0' INFORMATION THICKENED EDGE > C
... FOOTING PER MF08 ON
DRIVEWAY BY PVC SLEEVE MAX III I I - i i h "r. is + �`' ' REFER TO PIPE PERPENDICULAR TO FND
BUILDER- CONCRETE 6" DIAMETER =I =III= l FOUNDATION PLAN THIS SHEET BEYOND I' , w IZ
FOR CONT. CONC. SLAB OR u)
4 OR PAVERS Z = ° „III FOOTING PER PLAN z CONTACT EOR FOR ADDITIONAL REVIEW PAVERS PER PLAN PITCH I C
FOUNDATION a
�I I— FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS °
II INFORMATION
°a, , —1 —I I - CLEAN COMPACTED
pFILL @ 95% STANDARD
-III l III -1 I f CLEAN COMPACTED (SIDE VIEW) DENSITY
FILL @ 95% STANDARD
-I I i -I I -III III DENSITY
4" 8" 8" x 8" THICKENED
EDGE W/ (1) #5 CONT.
W/ 3" COVER, TYP.
F13 THICKENED EDGE @ GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS
3/4"=1'-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 @
ROW OF STEEL. ANY FACE EXPOSED TO 12" O.C.
WEATHER
IF MASONRY WALL ORCONCRETE STAIRS AS
COLUMN IS ABOVE, HOOK REQ'D PER GRADE W/
CONC. SLAB PER VERTICAL STEEL TO MIN (1) #5 BAR
FOUNDATION PLAN BOTTOM ROW OF STEEL.
- SEE
°1 PLAN
C?
CONC. SLAB PER o
°. ° Q FOUNDATION PLAN
(2) #5 BARS @ TOP =III I .° I ? I .•''. �.' _ w � Z
WHEN MONO DEPTH p (2) #5 BARS @TOP _ U a
EXCEEDS 26", IF -III—I _ I I : — I , `°' I ..
_ WHEN MONO DEPTH _ o
DEPTH < 26" THESE II -III °' L ' "°, `'.' IP ° EXCEEDS 26", IF
BARS ARE NOT REQ'D -III j .. I , GRADE DEPTH < 26" THESE II M GRADE r
#3 STIRRUPS @ 48" I : BARS ARE NOT REQ'D -I I
O.C. WHEN MONO =III= I :° ' I: ° III= 1 1- I. #3 STIRRUPS @ 48" -I . t ' ° I ' III -III -III- z
DEPTH EXCEEDS 26", :III -III- I �° -III=1 O.C. WHEN MONO -III= I I
IF DEPTH < 26" THESE '—III=I °' III—I DEPTH EXCEEDS 26", III -1 III—III
BARS ARE NOT REQ'D I— �'.�_I '-1 I IF DEPTH < 26" THESE
ARS ARE NOT REQ'D (-
(2) #5 BARS CONT. W/ -I I= I 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 ISI 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.
PIPE PARALLEL TO FND
PRIVACY WALL SCHEDULE
CONT. BOND BEAM W/
FOUNDATION
°
(1) #5 REBAR @ TOP
aha '
(WIDTH x HEIGHT)
(1) #5 FROM FTG. TO
SPACING
O
z
BOND BEAM SPLICE TO
(3) #5's CON rINUOUS EQUALLY
BE MIN. 25" GROUT
V-8" x V-0"
SPACED & 3" COVER, W/ (1) #5
CELL SOLID
L?
MASONRY WALL
itz
SEE PLAN
T %ten
PAVERS OR GRADE -
J z
SPACED & 3" COVER, W/ (1) #5
SEE PLAN
�I
TRANSVERSE BAR @ 12" O.C.
-
CLEAN COMPACTED
r
FILL @ 95% STANDARD
- Z
I'
DENSITY
> (9
11
CONTINUOUS FOOTING
uCENERED
SLOPE
SLOPE
ON CMU
GRADE I�
WALL ABOVE WITH
7'-1" to 9'-0"
3'-0" x V-4"
FOUNDATION SIZE AND
-III III -III
-I =
REQUIRED
I I
-III I
REINFORCEMENT PER
=1
11-111-1
-I
' .2 — I I
PRIVACY WALL
SCHEDULE
HEIGHT PER PRIVACY
!DTH PER PRIVACY
WALL SCHEDULE
PIPE PARALLEL TO FND
PRIVACY WALL SCHEDULE
WALL HEIGHT
FOUNDATION
FOOTING
DOWEL
aha '
(WIDTH x HEIGHT)
REINFORCEMENT
SPACING
O
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:° _ W o
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Nx i
(3) #5's CON rINUOUS EQUALLY
U-0" to 4'-0"
V-8" x V-0"
SPACED & 3" COVER, W/ (1) #5
72" O.C.
TRANSVERSE BAR @ 12" O.C.
(3) #5's CON rINUOUS EQUALLY
4'-1" to 514"
2'-0" x V -D"
SPACED & 3" COVER, W/ (1) #5
56" O.C.
TRANSVERSE BAR @ 12" O.C.
(4) #5's CONTINUOUS EQUALLY
5'-1" to 7'-0"
2'-6" x V-4"
SPACED & 3" COVER, W/ (1) #5
32" O.C.
TRANSVERSE BAR @ 12" O.C.
(5) #5's CONTINUOUS EQUALLY
7'-1" to 9'-0"
3'-0" x V-4"
SPACED & 3" COVER, W/ (1) #5
24" O.C.
TRANSVERSE BAR @ 12" O.C.
FILLED CELLS TO BE AT EACH WALL CORNER, WALL
HEIGHT TRANSITION AND END OF WALL, THEN SPACED
AS INDICATED ABOVE PER HEIGHT OF WALL
GRAD F
SEE FOUNDATION FOR I I a I—I Iz
PAD SIZE I I I . .. °.a .i III o u
CLEAN COMPACTED �I 9�=j—
FILL @ 95% STANDARD 11- A III E
DENSITY
C
F`IFOOTING @ ENTRY MASONRY COLUMN
3/4"=1'-0" u
u
_ C
fi�F20 DEEP MONOLITHIC FOOTING F21 DEEP MONOLITHIC FOOTING W/ STAIR SF09 PRIVACY WALL FOUNDATION DETAIL - NOT USED
3/4"=1'-0" 3/4"=1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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QC CHECK: ---
LU JOB No. DWH-0205549
0
= SCALE: AS INDICATED
F-
W DATE: 04/30/19
Q
U
S301
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
THE FULL LENGTH OF THE
LINTEL.
I HOOK PER
MD08 ,
a 'd a,
a
a e:
m, a"
4.
w p
a ^e aU�
II '. zaLU
a a
° alal . CONTRACTOR SHALL VERIFY
MASONRY OPENING WITH
z t WINDOW/DOOR SUPPLIER
SPEC'S PRIOR TO CONSTRUCTION
a .1
d
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O /
w I.°.
2
O I°
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LU
F-
O
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0-
w
w
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TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN CMU BELOW IS
NOT REQUIRED TO BE GROUTED.
TYP. BOND BEAM W/ (1) CONTUNUOUS
#5 BAR THROUGHOUT, GROUTED SOLID
W/ MIN. 3000 PSI GROUT.
ADOk TYPICAL MASONRY CONSTRUCTION
3/4"=1'-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
SEE DOWEL LAYOUT
3'-2"
1217
8" x 8" x 16" NOMINAL CMU PER STRUCTURAL
GRADE 40
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
1663/1349
GRADE 60
_`
:a _ COVER NOTES, LAID IN RUNNING BOND,
IS REQUIRED ON
..
EITHER SIDE OF
BEND 0-7
..LINTEL PER PLAN r:'a ..,......,..
LAP SPLICE
T„
a U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
LAP SPLICE
488
WHEN WINDOW OPENING IS Q
.:
BEAM W/ (1) #5 BAR W/ GROUT PER
WIDER THAN 7'-4" THE COURSE I
"A"
STRUCTURAL COVER NOTES. SEE MD08
UNDER THE WINDOW SILL IS TO
BE A KNOCK OUT COURSE W/ O
#3
FOR LAP INFO. SEE DOWEL PLACEMENT
PLAN FOR SPACING &LOCATIONS.
#5 CONT. BAR. FILLED CELLS W/
15"
2-1/4"
#5 VERT. BARS ARE TO BE
FILLED CELLS TO BE PRESENT AT EACH SIDE
18"
PLACED AT 32" O.C. UNDER
°
OF MASONRY WALL STEP U.N.O. ON PLAN
WINDOW. a
'
MASONRY CLEANOUTS AS REQUIRED PER
WALL SEGMENT
WINDOW BY BUILDER
#5
TURNED SIDEWAYS. ATTACH (2) 2x8
TYPICAL SHEAR
25"
SEE WF01/SD1 FOR
7-1/2" 6" 1
FBCR SECTION R606
SEE FOUNDATION FOR FOOTING
30"
#6
I MORE INFO
1
9" 6"
WALL W! SIMPSON HU28-2 OR HUC28-2
4-1/2"
ADOk TYPICAL MASONRY CONSTRUCTION
3/4"=1'-0"
DO LINTEL W/ TRANSOM DETAIL
3/4"=1'-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
SEE DOWEL LAYOUT
3'-2"
1217
2165/1969
GRADE 40
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
1663/1349
GRADE 60
860
1651/1349
IS REQUIRED ON
..
EITHER SIDE OF
BEND 0-7
..LINTEL PER PLAN r:'a ..,......,..
LAP SPLICE
BEND O
OPENING U.N.O.
LAP SPLICE
488
991/991
.:
"B" "C"
TRANSOM OPENING
"A"
"B" "C" "D"
MASONRY "D" CONCRETE
#3
2-1/4"
4-1/2" 6"
15"
2-1/4"
4-1/2" 6"
151' 1
18"
#4
3"
FRAME INFILL AROUND \
20"
(2) 2x8 SYP #2 P.T. WOOD HEADER
6" 6"
20"
WINDOW BY BUILDER
#5
TURNED SIDEWAYS. ATTACH (2) 2x8
7-1/2" 6"
25"
SEE WF01/SD1 FOR
7-1/2" 6" 1
SYP #2 P.T. HEADER TO MASONRY
30"
#6
I MORE INFO
1
9" 6"
WALL W! SIMPSON HU28-2 OR HUC28-2
4-1/2"
9" 6"
40"
36"
HANGER @ EA. END. USING (14) 1/4"
DIA. x2 3/4" TAPCONS & (6) 10d NAILS
5-1/4"
10-112" 7"
35"
5-1/4"
10-1/2" 7"
53"
53"
0
INTO HEADER. NAIL EACH PLY AND
RECESSED
LINTELS-FILLE
ROPENING
EACH ADDITIONAL HEADER PLY W/ (2)
8R14-1B/8R14-
2'-4"
1694/1694
3725/3280
ROWS OF 10d NAILS STAGGERED @ 6"
1425/1425
3343/3280
3'-0"
1230 / 1230
O.C. AND MIN. 2" FROM ENDS. O
0
DOOR OR WINDOW OPENING
MAX 4'-0"
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
DO LINTEL W/ TRANSOM DETAIL
3/4"=1'-0"
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=3%Z'
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"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
2693/2561
3'-2"
1217
2165/1969
GRADE 40
1006
1663/1349
GRADE 60
860
1651/1349
BAR SIZE
BEND 0-7
LENGTH
LAP SPLICE
BEND O
LENGTH
LAP SPLICE
488
991/991
W.
"B" "C"
"D"
"A"
"B" "C" "D"
MASONRY "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"
4-1/2"
9" 6"
40"
36"
#7
5-1/4"
10-112" 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=3%Z'
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"1
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
�j � N
20'-0"
0
180/0
20'-8"
0
145/0
22'-8"
0
10/0
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'-0"
1230 / 1230
2769/2769
6113/3820
6113/2931
5365/1999
5365/1999
4360/1631
3480 12580
1843/1625
1533 / 1247
611277
1254/1132
1234/0 1
1779/0
STANDARD LINTEL NOTES
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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 EOR FOR APPROVAL.
5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
8974/8974 10000 /10000
8974/8054 10000/To-000
8974/5961 10000 /8107
8672/4576 10000/6224
7342/3123 10000/4249
7342/3123 10000/4249
6036/2549 8328/3470
8360/3586 8825/4592
5681/ 2698 6472/3685
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
824/0
1147/0
5499/5421
4933/4933
4085/4085
4'-4" 846/833 2121 / 1716 3127/2839
5'-4" 664/572 1761/1761 1 2595/2695
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.
5'-4" 5'-4"
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
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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
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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 EOR
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.
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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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2. 0 =NOT RATED.
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4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
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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
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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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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.
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND
OL.
34
EXTERIOR FRAME WALL
SCHEDULE (DWH)
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 #1/#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 EOR FOR
REVIEW OF EXTERIOR STUDS
3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY.
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
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.
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QC CHECK:
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I JOB No.
1
HGT. W/ ARCHITECTURAL
SCALE:
PLAN U.N.O. OR LINTEL
l DATE:
STANDARD 2ND FLOOR FRAMING
NOTES:
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ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
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WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2.
AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
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OPENING SITTING ON MASONRY - WS45/SD5
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o(n
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®
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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.
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.
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I JOB No.
1
DWH-0205549
SCALE:
AS INDICATED
l DATE:
04/30/19
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---
I JOB No.
1
DWH-0205549
SCALE:
AS INDICATED
l DATE:
04/30/19
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 112"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
PROVIDE STANDARD 2. MIN. (6) 112" 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"
—
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
FOARCH WINDOW FRAMING DETAILS
ARCH PER ELEV
2x BLK'G. TO O.S.B. W
(2) - 8d EACH END
END VIEW w/ CMU
�— HEADER (SEE PLAN)
OIL ARCH PER ELEV
PRE-ENGINEERED 12
2x W/ (2) 16d TOE NAILS
TRUSSES PER PLAN @ (TYP)
SEE ELEV.
24" O. C. MAX.
(1) #5 BAR IN PRECAST
MIN.
HEADER PER X
LOCATION
CONNECTION PER STD
OF OPENING W/ (1) 1/4"x2-3/4"
CONNECTION NOTES
SINGLE TOP AND BASE
EXT. SHEATHING ATTACHED
PLATE w/ (2) 16d NAILS
PER NAILING SCHEDULE FROM
I��y
li
TOP OF KNEEWALL TO BOTTOM
24" O.C. & EXT.
OR SPA CLIPS AT TOP AND SP1
LINTEL
T
PER NAILING PATTERN
4" MIN. FROM
TAPCONS @ 24" O.C. &
NAILING SCHEDULE
7/16" OSB EACH SIDE,
(2) 16d NAILS TO EA.
W/ 6d NAILS @ 16" O.C.
COMMON TRUSS
.
NAILING SCHEDULE
L
OTHERWISE SP2 CLIPS
2x BUCKS,
EACH STUD TO DOUBLE TOP
H
DOUBLE TOP PLATE I
FACE OF CMU 4" FROM ENDS
3/4"=1'-0"
ORAFTER
U: ;
,<Ij. {
':,L
t ` B
(2) #5's VERTICAL IN
ANCHOR NOT PERMITTED TO BE
MAIN FLOOR
( \
\ \� E
w
\ F \
\ lSHTHING
\\ O
PER111
AND ROOF
f
G
/
GROUT FILLED CELL
VERT REINF. BEYOND
u
CURVED ROOF TRUSSES PER PLAN OR CURVED \
O
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
I�
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
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 (IFO
w
�
BUCK TO CMU ATTACHMENT
REQUIREMENTS
REQ'D PER PLAN)
<LOCATIONS
PER GARAGE DOOR
¢ ¢
w
MFR.'S WRITTEN SPECIFICATIONS
NOTE: SEE MD08 ON
w
o
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45 DEG. BEVEL CUT
LINTEL PLAN
—�
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2x6 P.T. SYP #2 BUCK
t,
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END, 1 112" 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"=1'-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
FOARCH WINDOW FRAMING DETAILS
ARCH PER ELEV
2x BLK'G. TO O.S.B. W
(2) - 8d EACH END
END VIEW w/ CMU
�— HEADER (SEE PLAN)
OIL ARCH PER ELEV
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. SIDE
2x BLK'G. TO O.S.B. W/
(2) - 8d EACH END
END VIEW w/ WOOD
PRE-ENGINEERED 12
2x W/ (2) 16d TOE NAILS
TRUSSES PER PLAN @ (TYP)
SEE ELEV.
24" O. C. MAX.
DOUBLE 2x TOP PLATE
TYP. TRUSS TO FRAME
HEADER PER X
LOCATION
CONNECTION PER STD
CLOSURE WALL w/
CONNECTION NOTES
SINGLE TOP AND BASE
EXT. SHEATHING ATTACHED
PLATE w/ (2) 16d NAILS
PER NAILING SCHEDULE FROM
I��y
li
TOP OF KNEEWALL TO BOTTOM
24" O.C. & EXT.
OR SPA CLIPS AT TOP AND SP1
SHEATHING INSTALLED
CLIPS AT BASE ARE REQ'D.
PER NAILING PATTERN
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. SIDE
2x BLK'G. TO O.S.B. W/
(2) - 8d EACH END
END VIEW w/ WOOD
v
EITHER PSET OR
DOWNSET)
SEE GE01/SD3 FOR
2x W/ (2) 16d TOE NAILS
OUTLOOKER OR
EACH END
SHEATHING
1x4
CANTILEVER
HEADER PER X
LOCATION
JOINING UP TO MAIN HOUSE
CLOSURE WALL w/
WALLS SHALL BE ATTACHED
SINGLE TOP AND BASE
TO MIN. (2) 2x FULL HEIGHT
PLATE w/ (2) 16d NAILS
WALL STUDS W/ (2)-16d NAILS
TO TRUSS. STUDS @
GABLE TRUSS
24" O.C. & EXT.
MIN. 2x4 SPF #2 KNEE WALL
SHEATHING INSTALLED
v
EITHER PSET OR
DOWNSET)
SEE GE01/SD3 FOR
2x W/ (2) 16d TOE NAILS
OUTLOOKER OR
EACH END
SHEATHING
1x4
CANTILEVER
IF REQ'D, PROVIDE
JOINING UP TO MAIN HOUSE
CLOSURE WALL w/
WALLS SHALL BE ATTACHED
SINGLE TOP AND BASE
TO MIN. (2) 2x FULL HEIGHT
PLATE w/ (2) 16d NAILS
WALL STUDS W/ (2)-16d NAILS
TO TRUSS. STUDS @
GABLE TRUSS
24" O.C. & EXT.
MIN. 2x4 SPF #2 KNEE WALL
SHEATHING INSTALLED
EXT. SHEATHING; -
PER NAILING PATTERN
ATTACH PER
NAILS
NAILING SCHEDULE
7/16" OSB EACH SIDE,
(2) 16d NAILS TO EA.
W/ 6d NAILS @ 16" O.C.
COMMON TRUSS
v
EITHER PSET OR
DOWNSET)
� \
2x W/ (2) 16d TOE NAILS
KNEE WALL JOINING
EACH END
r
1x4
LAST STUD OF KNEE WALL -
(3) 16d COMMON
JOINING UP TO MAIN HOUSE
NAILS (TYP.)
WALLS SHALL BE ATTACHED
19,,
TO MIN. (2) 2x FULL HEIGHT
I
WALL STUDS W/ (2)-16d NAILS
(2) 2x #2 SYP SEE PLAN
@ 12" O.C.
2x4 SPF CONT.
MIN. 2x4 SPF #2 KNEE WALL
BLOCKING ATTACH TO
WITH STUDS @ 16" O.C. W/
7/16" 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
TO SIDE & TOP NAILER
NAILING SCHEDULE
L
OTHERWISE SP2 CLIPS
2x BUCKS,
EACH STUD TO DOUBLE TOP
H
DOUBLE TOP PLATE I
PLATE AND SPI CLIPS EACH
STUD TO BOTTOM PLATE
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. SPACEDZ' 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
DO�\ 2x BUCK DETAIL
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
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
LAST STUD
SIZE
KNEE WALL JOINING
SPACING
UP TO MAIN HOUSE
1x4
WALLS SHALL BE
(2) 2x TOP PLATE
ATTACHED TO MIN.
1x
(2) 2x FULL HEIGHT
19,,
WALL STUDS W/
I
(2)-16d NAILS @ 12"
(2) 2x #2 SYP SEE PLAN
O.C.
FOR BEAM SIZE
1/2" x 8" ANCHOR BOLT
(SEE SCHEDULE)
MIN. 2x4 SPF #2 KNEE
BUILDER FRAME
WALL WITH STUDS @
RADIUS AS REQ'D
16" O.C. W/
LL�
STRUCTURAL
"
SHEATHING ON BOTH
BUILDER FRAME
SIDES FROM TOP OF
L
WALL TO BOTTOM OF
I
BEAM. ATTACHED PER
H
DOUBLE TOP PLATE I
NAILING SCHEDULE
P.T. BUCK FASTENER SCHEDULE
LAST STUD OF
SIZE
TAPCONS
SPACING
# ROWS
1x4
3/16" x 2 1/4"
12" O.C.
1
1x
3/16" x 2 1/4"
19,,
WALL STUDS W/
1x8
3/16" x 2 1/4"
12" O.C.
2
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
1/2" x 8" ANCHOR BOLT
(SEE SCHEDULE)
OR TITEN HD @ 32"
2x PLATES OVER ROOF DECK PER VALLEY
" x 3 1/4"
12" O.C.
1
LL�
" x 3 1/4"
"
PLATE
BUILDER FRAME
" 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
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 SPI CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-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 FRAME OR
PER
CRICKET AS REQUIRED
LAST STUD OF
i
KNEE WALL JOINING
SIMPSON LTA2 @ 4'-0"
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN
WALLS SHALL BE
FOR BEAM SIZE
ATTACHED TO MIN.
MASONRY
(2) 2x FULL HEIGHT
\
\ \
WALL STUDS W/
TRUSS
(2)-16d NAILS @ 12"
COURSE W/ (1) #5
O.C.
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
1/2" x 8" ANCHOR BOLT
(SEE SCHEDULE)
OR TITEN HD @ 32"
2x PLATES OVER ROOF DECK PER VALLEY
O.C. & 6" FROM EACH
(SEE SCHEDULE)
END
PLAN
2x PT BOTTOM -�
CONNECTON TO WALL
PLATE
BUILDER FRAME
PRECAST LINTEL OR -
RADIUS AS REQ'D
KNOCK OUT COURSE
I
MASONRY WALL
STRUCTURAL
SHEATHING
TYP. TRUSS TO FRAME
CONNECTION PER
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 SPI CLIPS
EACH STUD TO
BOTTOM PLATE
FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-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 FRAME OR
PER
CRICKET AS REQUIRED
STUDS @ 16" O.C. FOR KNEE WALL
\ FLSTA18
@ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
SIMPSON LTA2 @ 4'-0"
SHEATHING FOR STRAP
MAIN SPAN ROOF
O.C. GABLE TRUSS TO
D \ \
TRUSS
MASONRY
MAIN SPAN ROOF
\
\ \
TOP KNOCK OUT
TRUSS
ECT wOT
B� OW AND CONNTOM
/ HTS20 @ 32B
COURSE W/ (1) #5
UPLIFT CONNECTOR
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
CONT.
(SEE SCHEDULE)
UPLIFT CONNECTOR
2x PLATES OVER ROOF DECK PER VALLEY
MASONRY WALL PER
(SEE SCHEDULE)
PLAN
1
CONNECTON TO WALL
MASONRY WALL PER
\
\\
PLAN
I
B
i
H
DOUBLE TOP PLATE I
GEO GABLE END AT VALLEY FRAMING
3/4"=1'-0"
O2x
STUDS @ 16" O.C. FOR KNEE WALL
\ FLSTA18
@ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
<S>ROOF
SHEATHING FOR STRAP
\ CO
CONT. ROOF SHEATHING NAIL PER PLAN �(\F
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWl
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2x PLATES OVER ROOF DECK PER VALLEY
EXT FINISH PER PLAN
1
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\
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RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \
I�
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.
ATTACH TRUSS TO —�
—
TRUSS BELOW USING
MAIN SPAN ROOF
(3) 16d NAILS
TRUSS
SCALE:
UPLIFT CONNECTOR
2x BLOCKING W/ (3) 12d
(SEE SCHEDULE)
TOE NAILED @ EA. END
MASONRY WALL
SHOWN, SEE P
CONNECTON TO TRUSS
FOR WOOD ORLAN
MASONRY
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
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DWH-0205549
SCALE:
AS INDICATED
POWERS STEEL SILL
04/30/19
TYP. @ ALL WINDOWS
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JOB No.
DWH-0205549
SCALE:
AS INDICATED
DATE:
04/30/19
SD1
SIMPSON . . .
DIAGONAL TO BEAM
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
BEAM PER PLAN
SIMPSON
DIAGONA
PLATE
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
WALL TO GABLE
TRUSS
DOUBLE 2x TOP PLATE
FASTEN SIDE WALL
SHEATHING PER PLAN.
EXT. SHEATHING;
ATTACH PER PLAN
BEAM CONNECTION
FRAME WALL CONNECTION
REQUIRED "L" BRACING
CEILING NAILER AS —
REQ'D GABLE END "L" AND/OR "T"
NOTE: PROVIDE ADDIT'L
(1) 2x4 GABLE "L" BRACE. FASTEN TO EACH
REQ'D
GABLE END TRUSS VERT. PER SECTION A -A
BRACING STRONG BACK PER GABLE
\
2x8 #2 SPF STUDS @
GABLE END TRUSS VERT. PER SECTION A -A
PER HIB -91 & TRUSS
END BRACING CHART
16" O.C. TYP.
GABLE END TRUSS VERT. PER SECTION
MANU.'S DRAWINGS;
A -A. INSTALL MID -HEIGHT STRONGBACK
2x4 SYP #2 TOP CHORD BRACING
PER ASSEMBLY B -B
CEILING GYP. BD. IS
2x4 DIAGONAL BRACE
2x8 #2 SYP PT BASE
@ 16" O.C. MIN (2) TRUSS BAYS
NOT A DIAPHRAGM
MAX 2'-0" O.H.
PLATE
L
BACK FROM GABLE END (MIN. 48")
@ 48" O.C. TO 3RD
GABLE END
CONTRACTOR TO FIELD VERIFY WHICH
AS REQ'D W/ (2) ROWS
\
—
BAY REQ'D w/
CONDITION IS REQUIRED. CONTACT EOR
A23 DIAGONAL TO
TRUSS PER
OF 12d @ 16" O.C. TO
FOR ADDITIONAL INFO AS REQ'D
STRONGBACK, SEE
CHART
TRUSS BOTTOM
PLAN TYP.
FOR NAILING
O D
\
CHORD. REFER TO
HEADER LINO
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BLOCKING
SIMPSON A23 @ EACH
GE02 FOR REQ'D
\ \
6' FROM EAVES.
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MAINTAIN 3 1/4"
BRACE TO PLATE
BRACING TYP.
\
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SEE CHART BELOW =
ii z
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CLEARANCE BETWEEN
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WASHERS (MIN. T'
CHORD BRACING @ 16"
12
MAX
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ATTACH TO EACH
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AND CENTERLINE OF
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(FRAME WALL SHOWN;
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a
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GEO GABLE END @ FLAT CEILING W/ BOSTON HIP
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BACK FROM GABLE
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STUD U.N.O. SEE BEARING WOOD WALL
48" O.C. NOT REQ'D
SCHEDULE ON NOTES & CONNECTOR
7" MIN EMBED PER BRG
TO BOTTOM OF
FOR CLG. NAILING
=
END (MIN. 48")
HEADER DETAIL NOTES:
EMBED. MUST BE 7"
6' FROM EAVES
MIN. BELOW STEP
u=
FALSE BEAM.
SURFACE
o m
2x TOP PLATE TO
2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT
SP4 @ BASE OF EA.
SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING
ATTACHED PER
PROVIDE 16d NAILS
p
GABLE END W/ 12d
SCHEDULEFOR
MORE INFO.
3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND
NAILING
DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR
NAILS @ 6" O C
FO TYPICAL HEADER DETAIL
HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET.
1/2"=1'-0"
4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED.
SCHEDULE
GABLE END TRUSS TO
PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE
BEAM @ 16" O.C., IF REQ'D W/ (4)
TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE
(1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP
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BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN
CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF
FALSE BEAM FRAME DOWN
2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x
BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE
NAILS EACH END
CLEAR SPAN CONNECTION
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***
GE01 GABLE END @ FLAT CEILING CONNECTIONS
3/4"=1'-0"
(150 MPH EXP. B)
2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING
OUTLOOKER (MAX. FOR NAILING
ROOF SHEATHING PER ROOF SHEATHING
PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. (2)16d NAILS PLT. TO
END NAILS EA. END STUD TOP &BOTTOM
(TYP.) (END NAIL PLTS.
2x4 OUTLOOKER @ 24"
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN
VARIES LL
RAKED DOUBLE TOP —
TO STUD)
2x FASCIA w (2) 16d
END NAILS @ EA.
OUTLOOKER
SIMPSON H2.5(TYP.)
1'-9" MAX. HOLD WALL 3-112"
DOWN FOR
OUTLOOKER
SHEATHING PER PLAN
112" x 8" J -BOLT @ 32"
O.C. AND 6" FROM EA.
END w/ NUT & WASHER
MSTAM-24 TYP. EA.
SIDE OF EA. STUD.
CENTERED BETWEEN
FRAME AND CMU SEE
WALL SPLICE DETAIL
FOR REQ'D FLASHING
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK
NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN
BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @
BRA
SYPCI G BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS
REQ'D)
i
ROOF SHEATHING AND NAILING PER
PLAN. SHEATHING SHALL BE CONT. FROM
FIRST COMMON ROOF TRUSS
TO EAVE OF O.H.
CONT. 2x4
PLATE
REQUIRED "L" BRACING
CEILING NAILER AS —
NO GABLE "L" BRACE REQUIRED
NOTE: PROVIDE ADDIT'L
(1) 2x4 GABLE "L" BRACE. FASTEN TO EACH
REQ'D
GABLE END TRUSS VERT. PER SECTION A -A
BLOCKING AS REQ'D
\
2x8 #2 SPF STUDS @
GABLE END TRUSS VERT. PER SECTION A -A
PER HIB -91 & TRUSS
(2) 2x4 GABLE "L" BRACE. FASTEN TO EACH
16" O.C. TYP.
GABLE END TRUSS VERT. PER SECTION
MANU.'S DRAWINGS;
A -A. INSTALL MID -HEIGHT STRONGBACK
\ 12
PER ASSEMBLY B -B
CEILING GYP. BD. IS
2x4 DIAGONAL BRACE
2x8 #2 SYP PT BASE
FILLING AND BLKING
NOT A DIAPHRAGM
MAX 2'-0" O.H.
PLATE
L
CMU WALL PER PLAN
TO STUD)
2x FASCIA w (2) 16d
END NAILS @ EA.
OUTLOOKER
SIMPSON H2.5(TYP.)
1'-9" MAX. HOLD WALL 3-112"
DOWN FOR
OUTLOOKER
SHEATHING PER PLAN
112" x 8" J -BOLT @ 32"
O.C. AND 6" FROM EA.
END w/ NUT & WASHER
MSTAM-24 TYP. EA.
SIDE OF EA. STUD.
CENTERED BETWEEN
FRAME AND CMU SEE
WALL SPLICE DETAIL
FOR REQ'D FLASHING
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK
NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN
BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @
BRA
SYPCI G BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS
REQ'D)
i
ROOF SHEATHING AND NAILING PER
PLAN. SHEATHING SHALL BE CONT. FROM
FIRST COMMON ROOF TRUSS
TO EAVE OF O.H.
CONT. 2x4
GABLE BRACING CHART
HEIGHT
REQUIRED "L" BRACING
H < 3'-6"
NO GABLE "L" BRACE REQUIRED
3'-6" < H < 7'-4"
(1) 2x4 GABLE "L" BRACE. FASTEN TO EACH
-
GABLE END TRUSS VERT. PER SECTION A -A
7'-4" < H < 9'-0"
\
12
GABLE END TRUSS VERT. PER SECTION A -A
9'-0" < H < 18'-0"
(2) 2x4 GABLE "L" BRACE. FASTEN TO EACH
-
GABLE END TRUSS VERT. PER SECTION
,
A -A. INSTALL MID -HEIGHT STRONGBACK
\ 12
PER ASSEMBLY B -B
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x
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STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS
o
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SHOWN ON STANDARD DETAILS.
SCHEDULEFOR
MORE INFO.
3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND
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FASTEN PER
FO TYPICAL HEADER DETAIL
HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET.
1/2"=1'-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.
PLAN.
GABLE BRACING CHART
HEIGHT
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H < 3'-6"
NO GABLE "L" BRACE REQUIRED
3'-6" < H < 7'-4"
(1) 2x4 GABLE "L" BRACE. FASTEN TO EACH
-
GABLE END TRUSS VERT. PER SECTION A -A
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(2) 2x4 GABLE "L" BRACE. FASTEN TO EACH
-
GABLE END TRUSS VERT. PER SECTION A -A
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EMBEDMENT OR SIMPSON
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PLAN NAILS @ EACH TRUSS 24" O.C.
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SIDE OF BOND BEAM, TYP.
BEARING CONDITION @ CMU WALL
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
2X CRIPPLES @ 16" O.C.
W/ SIMPSON SP2 TYP.
TOP AND BOTTOM IF
HEADER IS NOT FLUSH
AGAINST TOP PLATE
* WHEN STUD LENGTH
IS < 12" USE LSTA30
STRAPS AT EA. STUD
WRAPPED OVER TOP
PLATE & NAILED TO
HEADER EA. SIDE W/
(11) 10d NAILS
SP4 TOP OF CRIPPLE AT
STRAP LOCATION
(2) ROWS 12d NAILS
STAGGERED @ 12" O.C.
EA. FACE OR (3) ROWS
12d NAILS STAGGERED
@ 12" O.C. FOR 2X10
OR GREATER HEADER
SEE HEADER
SCHEDULEFOR
HEADER CONNECTION
INFORMATION
STAGGERED @ 12"
O.C. EA. FACE OR (3)
ROWS 12d NAILS
STAGGERED @ 12"
O.C. FOR 2X10 OR
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ATTACH JAMB STUDS
LU JOB No.
DWH-0205549
U
STUDS U.N.O.
AS INDICATED
H
w DATE:
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.
J
6" FROM EA. END OF
BASE PLATE & WALL
OPENINGS & 32" O.C.
ATTACH JAMB STUDS
W/ 7" MIN EMBED. & 2"
PER WF08/SD3
DOOR WASHER, AT SLAB
BASE PLATE TO BE
OPENING STEP DOWNS, EMBED.
ATTACHED TO FTG
MUST BE 7" BELOW
USING 1/2" J -BOLTS ORAn
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"=1'-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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LU JOB No.
DWH-0205549
U
-'w,- SCALE:
AS INDICATED
H
w DATE:
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
W/ (2) 10d NAILS 3" O.C.
INSTALL SIMPSON
(SOLID BLOCK W/ 2x6)
REQUIREMENTS THIS
PSPN516Z W/(12)16d
DETAIL FOR ALL TOP
3" O.C. SEE W31 AND WS11 FOR ADDITIONAL INFO.
NAILS TYP. TOP & BOT.
W
'
TOP PLATE W/ (4) 12d
ATTACH 2x4 STUDS TO -
;
(2) 10d NAILS @ 3" O.C.
TOP PLATE W/ (3) 12d
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
WITHIN 48" OF SPLICE
TOE -NAILS TYPICAL AT
+
+
THEN (2) ROWS 10d
ALL LOCATION
2x BLOCKING
NAILS @ 8" O.C.
C
TOP PLATE W/ (3) 12d
OTHERWISE
2x4 WALL BEYOND
5
I I I 1
AGAINST 2x8 STUDS
AT ALL LOCATION
q8„
ATTACHED PER
TOE -NAILS TYPICAL AT
Mgl
(WF08/SD3)
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
PLATE
TOP PLATE TO FRAME
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
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
LL Z
DETAIL FOR ALL TOP
3" O.C. SEE W31 AND WS11 FOR ADDITIONAL INFO.
PLATE SPLICE
W
LOCATIONS)
q8•�
TOP SPLICE
DOUBLE 2X4 TOP
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL
1
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
2x DBL TOP PLATE 1 SHEATHING INSTALLED
VERTICALLY
III I I I I I SEE PLAN FOR MORE W LL
PLATE
PROVIDE PIECE OF
BEYOND 72 OR HORIZONTALLY
NAIL PER PLAN
INFO F Z H O
TRUSS) TOP &BOTTOM USING (1) ROW OF 8d NAILS @
ATTACH 2x8 STUDS TO
__
I T IIII
LL Z
I I I I I I w=
3" O.C. SEE W31 AND WS11 FOR ADDITIONAL INFO.
EXTERIOR WALL
W
I I I I I
TOP PLATE W/ (4) 12d
F
SHEATHING & BLOCKING.
I II
ATTACH 2x4 STUDS TO
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
/
I
(2) 8d TOE NAILS
Tr F I r
TOE -NAILS TYPICAL
2x BLOCKING
w Z F
C
TOP PLATE W/ (3) 12d
" p a
LEDGER
5
I I I 1
VERIFY IF REQUIRED
AT ALL LOCATION
a= W
p 1' LL =
AS EXTERIOR WALL
TOE -NAILS TYPICAL AT
— — —
II
SHEATHING PER PLAN
II II II
2x4 PT LEDGER W/
@ EACH STUD
wwF-ao
= O r
CUT TO FIT
ALL LOCATION
PLAN) TO PRE -ENG TRUSS
JOINT, MAX. 1/8" GAP
PRE-ENGINEERED
OPENING SIZE
1 BEYOND SEE PLAN
i
TOP SPLICE
®
BOTTOM SPLICE OVER
C
III
2x4 LEDGER W/ (2) 16d
III I I I
WALL SHEATHING
FLATWISE W/ (2) 16d
DOUBLE 2x8 TOP
@ 3" O.C. TOP & BOT.
STUD
PLAN FOR STUD SIZE & TRUSS PER PLAN
III
2x FRAME WALL PER
III I I
PLATE
FOLATE
SPLICE BOG WALL
O
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
TYPICAL TOP
P @
3/4"=1'-0"
PLATE
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
D= NAIL SPACING
co `1 ?D/2
T PER NOTE #2
11
co I D I SHEATHING PER PLAN
WALLOUBLE TOP
PLATE PERP LAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN 3/8" S= NAIL SPACING
PER NOTE #1
� M —
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 1/2" EDGE
10d x 3" COMMON
p 2 1/2" w
z
z p
LU 1 1/2" w N
I N N
N �-
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10d x 3" COMMON OPP.
SIDE Z
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ip
10d x 3" COMM(
OPP. SIDE
(2) 2x4's (2) 2x6's
2 1/2" EDGE
(2) 2x8's
(2) 2x COLUMN
OFO'k TYPICAL BUILT-UP STUD COLUMN DETAIL
1 1/2"=1'-0"
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OV '90 OR VINYL SOFFITS O S
�k<FR�gpeTo ROOF SHEATHING, 2k��Fn�°qeT
NG T FASTEN PER PLAN 6y '9AT 0
oTy0R '
0
�— 2x4 FRAMING @ 24" /
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER -ENG TRUSSES
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
ni iTcinc im 2x4's
z
z
w
Il
EDGE DISTANCE
PER DETAIL
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" OIC. 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
3 LL NG '71
PER PLAN 2x SCAB w/ 10d NAILS ATTACHED PER NUCTURAL AILING SCHEDULE C
III TYP III I II II ? o SINGLE NAIL EDGE SPACING--
EXTERIOR SHEATHING @ 4" O.C. o
III
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL
1
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
2x DBL TOP PLATE 1 SHEATHING INSTALLED
VERTICALLY
III I I I I I SEE PLAN FOR MORE W LL
AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT
PROVIDE PIECE OF
BEYOND 72 OR HORIZONTALLY
NAIL PER PLAN
INFO F Z H O
TRUSS) TOP &BOTTOM USING (1) ROW OF 8d NAILS @
SHEATHING BETWEEN
__
I T IIII
LL Z
I I I I I I w=
3" O.C. SEE W31 AND WS11 FOR ADDITIONAL INFO.
EXTERIOR WALL
W
I I I I I
_n
F
SHEATHING & BLOCKING.
I II
Q
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
/
I
(2) 8d TOE NAILS
Tr F I r
WALL SPLICE, FIELD
2x BLOCKING
w Z F
C
NAILS @ 3" O.C.
" p a
LEDGER
5
I I I 1
VERIFY IF REQUIRED
FLOOR SYSTEM "
a= W
p 1' LL =
AS EXTERIOR WALL
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
— — —
II
SHEATHING PER PLAN
II II II
2x4 PT LEDGER W/
@ EACH STUD
wwF-ao
= O r
CUT TO FIT
@ 3" O.C. IN HORIZONTAL CONDITIONS
PLAN) TO PRE -ENG TRUSS
JOINT, MAX. 1/8" GAP
PRE-ENGINEERED
OPENING SIZE
1 BEYOND SEE PLAN
i
LL z
®
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
C
III
2x4 LEDGER W/ (2) 16d
III I I I
WALL SHEATHING
FLATWISE W/ (2) 16d
O =
@ 3" O.C. TOP & BOT.
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
PLAN FOR STUD SIZE & TRUSS PER PLAN
III
2x FRAME WALL PER
III I I
SPLICE, SEE SPLICE
NAILS @ 16" O.C.
2x6 COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY.
I
O
PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO
OR EQUAL @ 24" O.C. W/ MIN. 1-1/4"
11
I I ( I I I I
DETAIL. MAX 1/8"
PLAN
12 TRUSSES @ 24" O.C.
FASTEN w/ 5 10d COMMON I w
()
HEADERW/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &
III
OPENING
III I I 4 I
SPACE BETWEEN
SEE ELEV. FOR
w F
SEE MAX.
BOTTOM
SPACING
III
STRAP AROUND
II II II II
PANELS
''
= }
STUDS W/ (2)
a
PLATE
PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
D= NAIL SPACING
co `1 ?D/2
T PER NOTE #2
11
co I D I SHEATHING PER PLAN
WALLOUBLE TOP
PLATE PERP LAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN 3/8" S= NAIL SPACING
PER NOTE #1
� M —
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 1/2" EDGE
10d x 3" COMMON
p 2 1/2" w
z
z p
LU 1 1/2" w N
I N N
N �-
I I 10d x 3" COMM(
10d x 3" COMMON OPP.
SIDE Z
O U
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10d x 3" COMM(
OPP. SIDE
(2) 2x4's (2) 2x6's
2 1/2" EDGE
(2) 2x8's
(2) 2x COLUMN
OFO'k TYPICAL BUILT-UP STUD COLUMN DETAIL
1 1/2"=1'-0"
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OV '90 OR VINYL SOFFITS O S
�k<FR�gpeTo ROOF SHEATHING, 2k��Fn�°qeT
NG T FASTEN PER PLAN 6y '9AT 0
oTy0R '
0
�— 2x4 FRAMING @ 24" /
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER -ENG TRUSSES
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
ni iTcinc im 2x4's
z
z
w
Il
EDGE DISTANCE
PER DETAIL
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" OIC. 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
3 LL NG '71
PER PLAN 2x SCAB w/ 10d NAILS ATTACHED PER NUCTURAL AILING SCHEDULE C
III TYP III I II II ? o SINGLE NAIL EDGE SPACING--
EXTERIOR SHEATHING @ 4" O.C. o
III
AROUND
III I I I (l 2x STUDS BEYOND, LL OJ
PER -ENG TRUSSES
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
III
OPENING
III I I I I I SEE PLAN FOR MORE W LL
FOR CONVENTIONAL FRAME USE SIMPSON
PROVIDE PIECE OF
III
NAIL PER PLAN
INFO F Z H O
@ 32" O.C. &MIN. 6" FROM
SHEATHING BETWEEN
__
I T IIII
III
I I I I I I w=
FASCIA
EXTERIOR WALL
W
I I I I I
_ `_ r O
F
SHEATHING & BLOCKING.
I II
(2) 8d TOE NAILS TO
I I I I I U' w oSHEATHING
�= _o
/
TO HAVE
(2) 8d TOE NAILS
—_--_—
11L_�1__>_L__IL
—_—_—_—_—_—_—__ _(D <nm
2x BLOCKING
SAME THICKNESS&
C
2x8 #2 SYP TOP PLATE TO
" p a
LEDGER
STRENGTH ORIENTATION
,/
SIMPSON SP4 OR SP2
FLOOR SYSTEM "
Q �wM
AS EXTERIOR WALL
CENTER OF EACH STUD TO
— — —
— — — — —
SHEATHING PER PLAN
SHEATHING
2x4 PT LEDGER W/
@ EACH STUD
(2) 12d NAILS @
CUT TO FIT
2x BOTTOM PLATE STUD PER PLAN
PLAN) TO PRE -ENG TRUSS
JOINT, MAX. 1/8" GAP
PRE-ENGINEERED
OPENING SIZE
1 BEYOND SEE PLAN
i
ATTACHMENT BY
1/4" x4" TAPCONS @ 12"
SHEATHING DIAGRAM 2x6 BLOCKING PLACED
C
(2) ROWS OF 8d NAILS
2x4 LEDGER W/ (2) 16d
TRUSS. ATTACH TO
SYP #2
FLATWISE W/ (2) 16d
MASONRY USE (2)-1/4" TAPCONS
@ 3" O.C. TOP & BOT.
TRUSS CONNECTIONp
c
ROOF SHEATHING,
PER -ENG TRUSSES
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
PRE ENGINEERED
BOARD W/ A35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON
ADJ RAFTER TO OPP SIDE
(AS SHOWN)
MIN. 2x8 SYP #2
FOR CONVENTIONAL FRAME USE SIMPSON
UNDER GIRDER TRUSS
PLAN
NAIL PER PLAN
PER PLAN2x
@ 32" O.C. &MIN. 6" FROM
2x FASCIA
PER PLAN
IF PERPENDICULAR TRUSS
LEDGER FOR
FASCIA
.�
Z UF- > Jam_
O N m LL N
W
EI
, ENDS. IF HEADER HEIGHT
2x4 #2 SYP CONT. LEDGER OR
F
CMU WALL PER PLAN
CONNECTIONS PER
(2) 8d TOE NAILS TO
TRUSS CONNECTION
PRE-ENGINEERRED TRUSS USE SIMPSON
EXCEEDS 2'-0" ADD
(2) 8d TOE NAILS
DOUBLE TOP PLATE
U
2x BLOCKING
TRUSS CHORDS. NAIL TO WALLFRAM
C
2x8 #2 SYP TOP PLATE TO
FRAME AND MIN 2x6
LEDGER
PER PLAN
,/
SIMPSON SP4 OR SP2
TO LEDGER
Q �wM
(2) 2x TOP PLATE
CENTER OF EACH STUD TO
IN 12d
_
SHEATHING PER PLAN
STUD
2x4 PT LEDGER W/
@ EACH STUD
(2) 12d NAILS @
POCKET SGD CMU @ 32" O.C. MAX
PLAN) TO PRE -ENG TRUSS
2x8 SYP #2 P.T. VERTICAL @
PRE-ENGINEERED
NAILS°O 24" O.C. MAX. IF2)
i
ATTACHMENT BY
1/4" x4" TAPCONS @ 12"
BELOW W/ 1/4"x4-1/2"
C
':
2x4 LEDGER W/ (2) 16d
TRUSS. ATTACH TO
SYP #2
(2) 2x8 SYP #2 P.T. BOTTOM
MASONRY USE (2)-1/4" TAPCONS
F
SIMPSON LSTA30 W/
PLAN FOR STUD SIZE & TRUSS PER PLAN
O.C.
2x FRAME WALL PER
SHEATHING W/ 8d NAILS 6"
STUDS W/ (2) 1/4" x 4 I
1/2" SIMPSON SDS
NAILS @ 16" O.C.
2x6 COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY.
I
ROOF TRUSS - SEE
SPACING. MIN (2) 2x
OR EQUAL @ 24" O.C. W/ MIN. 1-1/4"
z
EACH VERTICAL, EACH PLY.
WRITTEN
O.C. AT EDGES AND 12"-0.C.
PLAN
12 TRUSSES @ 24" O.C.
FASTEN w/ 5 10d COMMON I w
()
FRAMING PLAN FOR
CORNER CONDITIONS
g
EMBEDMENT. MAINTAIN 4" END
PLATE WITH
MAILS OR
SEE ELEV. FOR
7SEELEV. FOR
SEE MAX.
O I
NAILS @EACH END (TYP.) p
SPACING
DISTANCE & 1" EDGE DISTANCEO.H.
STRAP AROUND
SIZE
. SIZE
''
PLATE TO VERTICAL STUDS
STUDS W/ (2)
a
I
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
TRUSS OR ROOF SYSTEM
CONDITION @ CMU WALL
CONDITION @ FRAME WALL
1/4" x 3 112" SIMPSON
WOOD/MASONRY WALL
2x6 RAFTER TO 2x8 RIDGE
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,
SEE FLOOR PLAN FOR
HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ (4)
h 1/4" x 1 1/2" SDS SCREWS & (4)
1/4" x 2 3/4" TAPCONS TO CMU
PRE ENGINEERED
BOARD W/ A35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON
ADJ RAFTER TO OPP SIDE
(AS SHOWN)
MIN. 2x8 SYP #2
FOR CONVENTIONAL FRAME USE SIMPSON
UNDER GIRDER TRUSS
PLAN
NAIL PER PLAN
(2) 2x BUILT-UP COL.
@ 32" O.C. &MIN. 6" FROM
1/4" x 3 1/4" TAPCONS 4'-0" MAX. �_ SYP #2 OR
TRUSS AND
IF PERPENDICULAR TRUSS
LEDGER FOR
LRU26Z W/ (9) 10d NAILS OR FOR
.�
Z UF- > Jam_
O N m LL N
W
EI
, ENDS. IF HEADER HEIGHT
@ 12" O.C. ��7x4
PRE-ENGINEERED ROOF
_ — — — — —
— — — — — — — _
CONNECTIONS PER
INSTALLED ABOVE, FASTEN
CONVENTIONAL
PRE-ENGINEERRED TRUSS USE SIMPSON
EXCEEDS 2'-0" ADD
SIMPSON LUS24 W! TRUSSES DESIGNED
DOUBLE TOP PLATE
U
2x BLOCKING
PLAN TYP.
2x8 #2 SYP TOP PLATE TO
FRAME AND MIN 2x6
_ HGA10 USING (8)-1/4" X 1-1/2" SDS SCREWS
WIDTH PLATE THRU O.S.B
9�<<c
,/
SIMPSON SP4 OR SP2
2x BLOCKING W/
Q �wM
(2) 2x TOP PLATE
CENTER OF EACH STUD TO
TRUSS W/ (2) 12d TOENAILS
SYP #2 FOR
SHEATHING PER PLAN
STUD
@ EACH STUD
(2) 12d NAILS @
POCKET SGD CMU @ 32" O.C. MAX
PLAN) TO PRE -ENG TRUSS
2x8 SYP #2 P.T. VERTICAL @
PRE-ENGINEERED
MIN. 2x6 SYP #2 OR 2x4
i
ATTACHMENT BY
EACH END
BELOW W/ 1/4"x4-1/2"
C
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3/4"=1'-0" 3/4"=1'-0 112"=1'-0" 1/2"=V-0" 112"=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
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STRAP IS NOT REQUIRED. WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE MASONRY & SPACED
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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 ADMIN. 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 BP1/2 SQ. WASHER OR EQUAL 2"x2"x3/16" , W/ SCHEDULE, 6" FROM ENDS OF WALL
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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
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MI
NUT SET IN ADHESIVE 2 1/4" ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT
1-1/2 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
P1/2 MAINQTAIIN A MIN.ASHER 2-1EQUAL /4" EDGE 4" END DISTANCE
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PLAN FOR ADDITIONAL MASONRY FACE. LEG OF J -BOLT SHALL BEA 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"=1'-0" 3/4"=1'-0" 1 1/2"=1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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SHINGLE OR TILE PER
ARCHITECTURAL
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PRE-ENGINEERED -
ROOF TRUSSES @ 24"
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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
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NO MOISTURE
BARRIER (FELT PAPER
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WD. HD. HT.
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If SEE PLAN
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHE
ATTACHED PER
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FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ
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STOPPING MATERIALS
MIN THICKNESS SHALL
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TYPICAL TRUSS TO
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SEE STANDARD
CONNECTOR NOTES
REFER TO PLAN FOR
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ABOVE
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OR LVL GIRDER
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PROVIDE SOLID
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PER BEARING WALL
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FOR FTG.
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NO MOISTURE
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CONNECTIONS
SIMP. HTT4
W/(18) 16d x 21-2" NAILS
TO POST (U.N.O. ON
PRE-ENGINEERED
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FRAMING PLAN FOR
LOCATION & SPACING
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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.
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BEAM USING SIMP. SET STRAP CENTERED
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PLAN AND GIRDER/BEAM
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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
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FLOOR GIRDER OR
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SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM
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2x 2ND FLOOR STUDS
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SYSTEM INFO.
(2) SIMPSON LSTA18
STRAPS CENTERED
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(2) SIMPSON META16
FLOOR TRUSS TO
MASONRY WALL
EXT. SHEATHING -
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PER NAILING
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MASONRY WALL PER
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SPECIFICATIONS TOENAILS EACH END SYS. 42 FLOOR
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EXT FINISH PER PLAN AGAINST TRUSS OR BLOCKING
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VERT REINF. BEYOND W/ (3) 12d NAILS EACH O.C. WALL SHEATHING
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PLAN fit.. CONC. SLAB - TRUSSES @ 24" O.C. KNEE WALL, STUDS @
SEE FOUNDATION (MAX) 16" O.C. W/ (2) 16d NAILS
k PLAN FOR MORE INFO @ EACH END. TRUSS TO
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�.
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NOTES
GRADE MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL
PLAN I 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
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2x STUDS , SEE
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AND SEE ARCH PLAN
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2x BOTTOM PLATE W/
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INTO TRUSS/RIBBONS
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(1) ROW 8d NAILS @ 3"
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TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
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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
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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
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2x BLOCKING FOR 2x BOTTOM PLATE W/
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ATTACHMENT W/ (2) INTO TRUSS / RIBBONS
12d TOENAILS OR BLOCKING
EA. ENDXf (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE &
RIBBON
2x SYP #2 RIBBON (MIN
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RIBBON TO BE PT IF
SEE PLAN FOR BRG DIRECTLY ON CMU
SIMPSON META16 AT CANTILEVER (1) ROW 8d NAILS @
MASONRY OR MTS12 3" O.C. TYP. WALL
AT WOOD FRAME SHEATHING TO EA.
WALL NOTE: ALL FLOOR
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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(2) ROWS 8d NAILS @
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S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-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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tained in this document is copyrighted and is the exclusive property
@ 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
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FLOOR TRUSSES PER
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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 21-2" 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
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ALL THREAD W/7" MIN.
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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
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2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
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FLOOR GIRDER OR
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SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM
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(2) SIMPSON META16
FLOOR TRUSS TO
MASONRY WALL
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PER NAILING
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MASONRY
MASONRY WALL PER
PLAN
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STRAPS CENTERED Cc
FLOOR W/ (14) 10d
NAILS
ATTACH 2x STUDS W/
(2) 16d NAILS @ 6" O.(
(2) SIMPSON LSTA18
STRAPS CENTERED
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(3) 2x STUD PACK -
ATTACH PER NAILIN(
SCHEDULE
ATTACH 2x STUDS VI
(2) 16d NAILS @ 6" O.
DD 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
2x STUDS, SEE FRAMING
PRECAST SILL OR SILL BOTTOM CHORDS FRAMING NOTES PLAN FORSPACING AND NAILING NOTES
PER WINDOW GRADE AND SEE ARCH
2x4 #2 SYP BLOCKING
MANUFACTURER @ 48" O.C. W/ (2) 12d PLAN TO VERIFY SIZE
WRITTEN 2x BOTTOM PLATE W/
SPECIFICATIONS TOENAILS EACH END SYS. 42 FLOOR
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"
VERT REINF. BEYOND W/ (3) 12d NAILS EACH O.C. WALL SHEATHING
(a END TO BOTTOM PLATE/
TOP CHORD
MASONRY WALL PER PRE -ENG FLOOR TRUSS
SYS. 42 FLOOR OR FIELD FRAME 2x4
PLAN fit.. CONC. SLAB - TRUSSES @ 24" O.C. KNEE WALL, STUDS @
SEE FOUNDATION (MAX) 16" O.C. W/ (2) 16d NAILS
k PLAN FOR MORE INFO @ EACH END. TRUSS TO
FIN. FLR.CMU W/ STRAP PER
�.
_ STANDARD CONNECTOR
NOTES
GRADE MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL
PLAN I 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
FRAMING PLAN FOR
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"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
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 12d NAILS @ 6" O.C.
ATTACHMENT W/ (2) INTO TRUSS / RIBBONS
12d TOENAILS OR BLOCKING
EA. ENDXf (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE &
RIBBON
2x SYP #2 RIBBON (MIN
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16d NAILS; BOTTOM
RIBBON TO BE PT IF
SEE PLAN FOR BRG DIRECTLY ON CMU
SIMPSON META16 AT CANTILEVER (1) ROW 8d NAILS @
MASONRY OR MTS12 3" O.C. TYP. WALL
AT WOOD FRAME SHEATHING TO EA.
WALL NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF RIBBON
MASONRY OR FRAME NO MOISTURE
WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED
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 O
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NAILING NOTES SCHEDULE ATTACHED PER 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" PER NAILING
FLOOR NAILING O.C. SCHEDULE
2x BOTTOM PLATE W/ NOTES LS " O C WALL 2x4 #2 SYP BLOCKING
FLOOR TRUSSE
PLAN
(2) H2.5A TRUSS
BEAM U.N.O.
BEAM PER PLAN
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INTO TRUSS/RIBBONS
OR BLOCKING
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-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
SHEATHING TO LEDGER
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tained in this document is copyrighted and is the exclusive property
@ 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 -
1-112" FROM FACE OF
CMU
2x4 SYP#2 BLOCKING W/ -
(2)- 10d NAILS TO BEAM @
6" O.C. & 2" FROM EA. END
SHEATHING PER PLAP
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d NAILS @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
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2x12 SYP#2 LEDGER W/
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(2) ROWS 8d NAILS @
3" O.C. WALL
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PROVIDE ADEQUATE
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CONCRTE SLAB
PERMITTED
SEE WS10/SD4 FOR
ADDITIONAL INFO
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SLOPE w
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PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONT. TO BOTTOM OF
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SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
TALL) W/ LUS26 OR
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2x12 #2 SYP CONT.
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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.
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"=1'-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 W1 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" O.(
(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.
DD 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
2x STUDS, SEE FRAMING
PRECAST SILL OR SILL BOTTOM CHORDS FRAMING NOTES PLAN FORSPACING AND NAILING NOTES
PER WINDOW GRADE AND SEE ARCH
2x4 #2 SYP BLOCKING
MANUFACTURER @ 48" O.C. W/ (2) 12d PLAN TO VERIFY SIZE
WRITTEN 2x BOTTOM PLATE W/
SPECIFICATIONS TOENAILS EACH END SYS. 42 FLOOR
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"
VERT REINF. BEYOND W/ (3) 12d NAILS EACH O.C. WALL SHEATHING
(a END TO BOTTOM PLATE/
TOP CHORD
MASONRY WALL PER PRE -ENG FLOOR TRUSS
SYS. 42 FLOOR OR FIELD FRAME 2x4
PLAN fit.. CONC. SLAB - TRUSSES @ 24" O.C. KNEE WALL, STUDS @
SEE FOUNDATION (MAX) 16" O.C. W/ (2) 16d NAILS
k PLAN FOR MORE INFO @ EACH END. TRUSS TO
FIN. FLR.CMU W/ STRAP PER
�.
_ STANDARD CONNECTOR
NOTES
GRADE MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL
PLAN I 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
FRAMING PLAN FOR
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"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
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 12d NAILS @ 6" O.C.
ATTACHMENT W/ (2) INTO TRUSS / RIBBONS
12d TOENAILS OR BLOCKING
EA. ENDXf (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE &
RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
SEE PLAN FOR BRG DIRECTLY ON CMU
SIMPSON META16 AT CANTILEVER (1) ROW 8d NAILS @
MASONRY OR MTS12 3" O.C. TYP. WALL
AT WOOD FRAME SHEATHING TO EA.
WALL NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF RIBBON
MASONRY OR FRAME NO MOISTURE
WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED
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 O
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER p
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SOLID SHEATHING @ SOLID SHEATHING @ v
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BEAM PER PLAN
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TO BOTTOM PLATE/
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2x SYP #2 RIBBON (MIN
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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"=1'-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
SHEATHING TO LEDGER
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BEYONDISI BEAM PER PLAN, INSET MIN. 1-1/2 rROm
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S18 PERPENDICULAR TRUSS TO DROPPED BEAM
tained in this document is copyrighted and is the exclusive property
@ 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 -
1-112" FROM FACE OF
CMU
2x4 SYP#2 BLOCKING W/ -
(2)- 10d NAILS TO BEAM @
6" O.C. & 2" FROM EA. END
SHEATHING PER PLAP
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d NAILS @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP CHORD
ATTACH TRUSS BOTTOM
CHORD TO BEAM BELOV
W/ (2) ROWS 1/4"x3" SDS
SCREWS @ 12" O.C. MA}
2x12 SYP#2 LEDGER W/
(4)- 10d NAILS TO BEAM
@ 6" O.C. & 2" FROM
EA. END
(2) ROWS 8d NAILS @
3" O.C. WALL
JOIST
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
SEE WS10/SD4 FOR
ADDITIONAL INFO
z
X
w
a
SLOPE w
w
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONT. TO BOTTOM OF
FLOOR TRUSS,
SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
TALL) W/ LUS26 OR
LUS46 TO LEDGER
2x12 #2 SYP CONT.
LEDGER W/ (3) 1/4"x4-1/2"
SDS SCREWS EQ.
SPACED VERTICALLY @
24" O.C. AND @ EA. END
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= SCALE: AS INDICATED
FACE OF CMU BEYOND SHEATHING TO BEAM VERTICAL (MIN. 2 FROM I—
LU DATE: 04/30/19
TOP &BOTTOM) w Q
W U
S72 PARALLEL TRUSS TO INSET BEAM F01 SECTION AT BALCONY - NOT USED S
3/4"=1'-0" 3/4"=1'-0" U) O D4
F_ o
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.
SHEATHING PER
DETAIL WF10/SD3
2x STUDS , SEE
FRAMING PLAN FOR
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"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
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 12d NAILS @ 6" O.C.
ATTACHMENT W/ (2) INTO TRUSS / RIBBONS
12d TOENAILS OR BLOCKING
EA. ENDXf (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE &
RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
SEE PLAN FOR BRG DIRECTLY ON CMU
SIMPSON META16 AT CANTILEVER (1) ROW 8d NAILS @
MASONRY OR MTS12 3" O.C. TYP. WALL
AT WOOD FRAME SHEATHING TO EA.
WALL NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF RIBBON
MASONRY OR FRAME NO MOISTURE
WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED
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 O
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER p
LATERALLOADS LATERAL LOADS
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SOLID SHEATHING @ SOLID SHEATHING @ v
HEADER HEADER
0
F SIMPSON SP4 W/ (6) FG SIMPSON SP4 W/ (6) o
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SIMPSON LSTA24 SHFer (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 hF6p (USE SP6 @ 2x6 STUDS z
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NAILS. BEND STRAP NAILS. BEND STRAP ¢
OVER TOP PLATE MAX. OVER TOP PLATE MAX.
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U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN LL
FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ d
HEADER HEADER-SEE2ND HEADER HEADER-SEE2NDJ p
FLOOR PLAN FOR MIN. FLOOR PLAN FOR MIN. ¢ u +„
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()
OF SILL (MAX OPEN'G 2x SILL PLATE W/A35 2 2x SILL AT WINDOW TOENAILS. OPENING 0 z �-
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PLAN FOR MORE INFO ¢ J
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SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM °
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NAILING NOTES SCHEDULE ATTACHED PER 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" PER NAILING
FLOOR NAILING O.C. SCHEDULE
2x BOTTOM PLATE W/ NOTES LS " O C WALL 2x4 #2 SYP BLOCKING
FLOOR TRUSSE
PLAN
(2) H2.5A TRUSS
BEAM U.N.O.
BEAM PER PLAN
12d NAILS @ 6" O.C.
INTO TRUSS/RIBBONS
OR BLOCKING
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-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
SHEATHING TO LEDGER
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BEYONDISI BEAM PER PLAN, INSET MIN. 1-1/2 rROm
%� ` THE FACE OF THE CMU BEYOND.
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
tained in this document is copyrighted and is the exclusive property
@ 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 -
1-112" FROM FACE OF
CMU
2x4 SYP#2 BLOCKING W/ -
(2)- 10d NAILS TO BEAM @
6" O.C. & 2" FROM EA. END
SHEATHING PER PLAP
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d NAILS @ 12" O.C.
(1) ROW 8d NAILS @ 3"
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TO BOTTOM PLATE/
TOP CHORD
ATTACH TRUSS BOTTOM
CHORD TO BEAM BELOV
W/ (2) ROWS 1/4"x3" SDS
SCREWS @ 12" O.C. MA}
2x12 SYP#2 LEDGER W/
(4)- 10d NAILS TO BEAM
@ 6" O.C. & 2" FROM
EA. END
(2) ROWS 8d NAILS @
3" O.C. WALL
JOIST
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
SEE WS10/SD4 FOR
ADDITIONAL INFO
z
X
w
a
SLOPE w
w
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONT. TO BOTTOM OF
FLOOR TRUSS,
SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
TALL) W/ LUS26 OR
LUS46 TO LEDGER
2x12 #2 SYP CONT.
LEDGER W/ (3) 1/4"x4-1/2"
SDS SCREWS EQ.
SPACED VERTICALLY @
24" O.C. AND @ EA. END
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O p
= SCALE: AS INDICATED
FACE OF CMU BEYOND SHEATHING TO BEAM VERTICAL (MIN. 2 FROM I—
LU DATE: 04/30/19
TOP &BOTTOM) w Q
W U
S72 PARALLEL TRUSS TO INSET BEAM F01 SECTION AT BALCONY - NOT USED S
3/4"=1'-0" 3/4"=1'-0" U) O D4
F_ o
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.
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 O
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER p
LATERALLOADS LATERAL LOADS
U
LL
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SOLID SHEATHING @ SOLID SHEATHING @ v
HEADER HEADER
0
F SIMPSON SP4 W/ (6) FG SIMPSON SP4 W/ (6) o
10d x1-1/2" @ 24" O.C. <S 10d x1-1/2" @ 24" O.C. w
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STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) z
NAILS. BEND STRAP NAILS. BEND STRAP ¢
OVER TOP PLATE MAX. OVER TOP PLATE MAX.
3", THEN RUN DOWN (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE 0
U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN LL
FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ d
HEADER HEADER-SEE2ND HEADER HEADER-SEE2NDJ p
FLOOR PLAN FOR MIN. FLOOR PLAN FOR MIN. ¢ u +„
EXTERIOR SHEATHING HEADER SIZE & REQ'D HEADER SIZE & REQ'D W ,r~D
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TO BOT. (RIBBON/ w 0 si ..a9 �'% 00
w o
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IF HEADER IS UPSET TO BOTTOM OF FLOOR ?� z� = :2
NAILING SCHEDULE. w y+ �+
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NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x J TOENAILS. EXT. w p 70/ 111F1�110 e LL
STUDS @ 16" O.C. rSILL PLATE W/ (2) 10d HEADER OPENINGS
ATTACH SILL W/10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x
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()
OF SILL (MAX OPEN'G 2x SILL PLATE W/A35 2 2x SILL AT WINDOW TOENAILS. OPENING 0 z �-
WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) (D
CLIP AT EA. END FOR W/ 2x CRIPPLE STUDS
CRIPPLES 16" O.C. 2x SILL PLATE W/ A35 z w
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W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x
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( NAILS @ 8" O.C. THEN
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SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD F, w
W/ 18 10d x 22" NAILS SHEATHING REQ'D p
( ) z SEPARATE SHEATHING TOENAILS AT EA. END _j 2E - - - - - - - - -
U.N.O. ON T&B) w w
TO POST
( UNDER WINDOW OF SILL (MAX OPEN'G
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ALL THREAD Ww / 7" MIN. CLIP AT EA. END FOR I-�
EMBEDMENT INTO TIE OPENINGS GREATER 0 F
BEAM USING SIMP. SET THAN 4' BUT LESS z O
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-�- 2x TOP & BOT. oz I -
RIBBONS, CONT. a z d
NOTE: ALL FLOOR (1) SIMPSON LSTA30 = Q (�
TRUSSES TO BE P.T. IFSTRAP CENTERED p >- (n
NO MOISTURE BARRIER
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PROVIDED AND GIRDER/BEAM FOR FLOOR <7 w
BELOW W/ (22) 10d CONNECTION _ U
IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN NAILS ;O
FOR FLOOR
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REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS BEAM :E o - - - - - - - - - -
IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE o z
BOTH SIDES OF THE WALL ¢ W
PLAN FOR MORE INFO ¢ J
z
SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM °
IL
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3/4" FLOOR SHEATHING SHEATHING PER PLAN
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ATTACH PER NAILING z z
_O O U
SCHEDULE, e�
DOUBLE BOTTOM 2x4 #2 O.C.BLOCKING � 'm _
CONTINUOUS FROM PLATE @ 48" .C. W/ (2) 12d 2x BOTTOM PLATE W/ O O W Z " Q e
TOP OF TOP PLATE TO TOENAILS EACH END 12d NAILS @ 6' O.C.INTO Q a
BOTTOM PLATE. (2) H2.5A. FLOOR TRUSS / RIBBONS OR rLLd ¢ Z
TRUSS TO DOUBLE 2x4 #2 SYP ANGLE BLOCKING0
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w TOP CHORD p w 0¢ z -gym a
3/4" FLOOR SHEATHING N < F Z O o J o N
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NAILING NOTES FLOOR TRUSSES PER LL O F W `++ D Q p o W v
SEE TRUSS LAYOUT PLAN (1) ROW 8d NAILS @ 3" 0 V F- o Z Z z w z
FOR HANGER O.C. WALL SHEATHING ¢ p I - O ¢ LL W Y
TO TRUSS BOTTOMLU
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BLOCKING W/ (4) 16d BEAM OR FLOOR CHORD TO BEAM = U)W ZO
I OR (3) 16d TOENAILS GIRDER PER PLAN BELOW W/ (2) ROWS
1/4"x3" SDS SCREWS @ W
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SHEATHING TO BEAM 0 f�
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S TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM Z J
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" w w LL
O w 0
3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING PER PLAN ATTACH PER FLOOR SHEATHING -
ATTACHED PER FLOOR ATTACH PER NAILING SHEATHING NAILING SCHEDULE PER PLAN ATTACHED
NAILING NOTES SCHEDULE ATTACHED PER 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" PER NAILING
FLOOR NAILING O.C. SCHEDULE
2x BOTTOM PLATE W/ NOTES LS " O C WALL 2x4 #2 SYP BLOCKING
FLOOR TRUSSE
PLAN
(2) H2.5A TRUSS
BEAM U.N.O.
BEAM PER PLAN
12d NAILS @ 6" O.C.
INTO TRUSS/RIBBONS
OR BLOCKING
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-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
SHEATHING TO LEDGER
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BEYONDISI BEAM PER PLAN, INSET MIN. 1-1/2 rROm
%� ` THE FACE OF THE CMU BEYOND.
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
tained in this document is copyrighted and is the exclusive property
@ 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 -
1-112" FROM FACE OF
CMU
2x4 SYP#2 BLOCKING W/ -
(2)- 10d NAILS TO BEAM @
6" O.C. & 2" FROM EA. END
SHEATHING PER PLAP
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d NAILS @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP CHORD
ATTACH TRUSS BOTTOM
CHORD TO BEAM BELOV
W/ (2) ROWS 1/4"x3" SDS
SCREWS @ 12" O.C. MA}
2x12 SYP#2 LEDGER W/
(4)- 10d NAILS TO BEAM
@ 6" O.C. & 2" FROM
EA. END
(2) ROWS 8d NAILS @
3" O.C. WALL
JOIST
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
SEE WS10/SD4 FOR
ADDITIONAL INFO
z
X
w
a
SLOPE w
w
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONT. TO BOTTOM OF
FLOOR TRUSS,
SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
TALL) W/ LUS26 OR
LUS46 TO LEDGER
2x12 #2 SYP CONT.
LEDGER W/ (3) 1/4"x4-1/2"
SDS SCREWS EQ.
SPACED VERTICALLY @
24" O.C. AND @ EA. END
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= SCALE: AS INDICATED
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LU DATE: 04/30/19
TOP &BOTTOM) w Q
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S72 PARALLEL TRUSS TO INSET BEAM F01 SECTION AT BALCONY - NOT USED S
3/4"=1'-0" 3/4"=1'-0" U) O D4
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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.
FLOOR TRUSSE
PLAN
(2) H2.5A TRUSS
BEAM U.N.O.
BEAM PER PLAN
12d NAILS @ 6" O.C.
INTO TRUSS/RIBBONS
OR BLOCKING
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
3/4"=1'-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
SHEATHING TO LEDGER
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BEYONDISI BEAM PER PLAN, INSET MIN. 1-1/2 rROm
%� ` THE FACE OF THE CMU BEYOND.
S18 PERPENDICULAR TRUSS TO DROPPED BEAM
tained in this document is copyrighted and is the exclusive property
@ 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 -
1-112" FROM FACE OF
CMU
2x4 SYP#2 BLOCKING W/ -
(2)- 10d NAILS TO BEAM @
6" O.C. & 2" FROM EA. END
SHEATHING PER PLAP
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d NAILS @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP CHORD
ATTACH TRUSS BOTTOM
CHORD TO BEAM BELOV
W/ (2) ROWS 1/4"x3" SDS
SCREWS @ 12" O.C. MA}
2x12 SYP#2 LEDGER W/
(4)- 10d NAILS TO BEAM
@ 6" O.C. & 2" FROM
EA. END
(2) ROWS 8d NAILS @
3" O.C. WALL
JOIST
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
SEE WS10/SD4 FOR
ADDITIONAL INFO
z
X
w
a
SLOPE w
w
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONT. TO BOTTOM OF
FLOOR TRUSS,
SIMPSON LSTA18
STRAPS FROM EA.
STUD TO TRUSS REQ'D
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR JOIST (12"
TALL) W/ LUS26 OR
LUS46 TO LEDGER
2x12 #2 SYP CONT.
LEDGER W/ (3) 1/4"x4-1/2"
SDS SCREWS EQ.
SPACED VERTICALLY @
24" O.C. AND @ EA. END
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= SCALE: AS INDICATED
FACE OF CMU BEYOND SHEATHING TO BEAM VERTICAL (MIN. 2 FROM I—
LU DATE: 04/30/19
TOP &BOTTOM) w Q
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S72 PARALLEL TRUSS TO INSET BEAM F01 SECTION AT BALCONY - NOT USED S
3/4"=1'-0" 3/4"=1'-0" U) O D4
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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.
2x8's MIN. SPF #2 @ 16"
O.C. MAX W/ MID POINT
BLOCKING (U.N.O.)
2x BASE PLATE W/ (2) -
O.C. - SEE FRAMING
TOP & SPI @ BASE. LSTA18 OR
12d NAILS @ 12" O.C.
MTS12 MAY BE USED @ BASE.(WHEN
EA. STUD TO WALL
USE SIMPSON MTS12
2x BRG WALL W/
STRAP STUDS W! LSTA18 @ 16" O.C.
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
MASONRY WALL AND
CONNECTED W/ MTS12
USED @ BASE
2x BASE PLATE W/ (2)
OR LSTA18
PLAN
12d NAILS @ 12" O.C.
2x BLOCKING W/ (2) 12d
EXTERIOR SHEATHING
I
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
- 16" O.C. MAX. & 3"
USE (4) 10d & (2) 10d
BLOCKING W/ SIMPSON
FURRING AND
NAILS. UNDER WINDOW
HUC24-2 EACH END,
MASONRY (SHOWN)
JAMBS USE (2) 2x6 #2
USE (4) 10d & (2) 10d
SEE PLAN
SYP W/ HUC26-2,
NAILS. UNDER
I
TRUSS
WINDOW JAMBS USE
W/ (2) 10d TOENAILS
LOW ROOF TRUSS SEE
(2) 2x6 W/ HUC26-2.
- - - - - - - - J
TRUSS PLAN FOR
LOW ROOF TRUSS SEE
FLOOR TRUSS PER
CONNECTIONS (IF
TRUSS PLAN FOR
PLAN
TRUSS IS CONT. BRG
CONNECTIONS
SIDE OF G.T. USE (4)
ON MASONRY USE
>�
MASONRY (SHOWN)
META16 @ 24" O.C. OR
OR WOOD WALL PER
ON WOOD USE HGA
UNDER WINDOW
PLAN
CLIPS @ 24" O.C.)
2x8's MIN. SPF #2 @ 16"
O.C. MAX W/ MID POINT
- EXT. FINISH PER
BLOCKING (U.N.O.)
2x BRG WALL W/ SIMPSON SP2 @
O.C. - SEE FRAMING
TOP & SPI @ BASE. LSTA18 OR
MSTAM24 EA. SIDE OF
MTS12 MAY BE USED @ BASE.(WHEN
EA. STUD TO WALL
WALL IS CONT. BRG ON TRUSS
BELOW W/ (9) 10d
STRAP STUDS W! LSTA18 @ 16" O.C.
NAILS AND (5) 1/4"x2
TO TRUSS BELOW)
3/4" NS
TAPCPER
3/4" FLOOR SHEATHING ATTACHED
STRAP; CEE NTER
PER FLOOR NAILING NOTES
STRAP BETWEEN
PLATE W/ 1/2" EPDXY
MASONRY WALL AND
ANCHOR BOLT OR
FRAME WALL
FLOOR TRUSS PER
2x8 #2 SYP P.T. SILL -
PLAN
CONTRACTOR MAY USE
- FROM EA.END
SIMPSON HTT4 AT
I
WINDOW JAMB STUDS
BLOCKING
INSTEAD OF INDICATED
- MAX 1/8" GAP
EXTERIOR FLAT STRAP.
SEE PLAN
INTERIOR FLAT STRAP
OF SILL (MAX OPEN'G
IS STILL REQUIRED AT
JAMB STUD CONDITION
- 16" O.C. MAX. & 3"
SEE ARCHS FOR —�
I
FURRING AND
CLIP AT EA. END FOR
INTERIOR FINISH
MASONRY (SHOWN)
MASONRY WALL PER
OR WOOD WALL PER
PLAN
PLAN
(TRUSS. VERIFY W/
- EXT. FINISH PER
2x8 MIN. SPF #2 @ 16"
ARCHS
O.C. - SEE FRAMING
F1 BRACING @ 2 STORY FRAME WALL
PLAN FOR MORE INFO.
112"=V-0"
2x4 BLOCKING
TO BOTTOM OF SILL
BETWEEN STUDS W/
- SHEATHING PER PLAN
(2) 12d TOE NAILS
ATTACH PER NAILING
EACH END
SCHEDULE
(2) 2x SPF TOP PLATE
- 2x8 #2 SYP P.T. SILL
ROOF SHEATHING —
PLATE W/ 1/2" EPDXY
TOENAILS. EXT.
ANCHOR BOLT OR
[TRUSS
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
I
J -BOLT W/ MIN. 7"
BLOCKING
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"
112"=V-0"
1 1/2"=V-0"
TO BOTTOM OF SILL
(USE SP6 @ 2x6 STUDS
(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 SDS SCREWS
D01 LEDGER @ GIRDERD03 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
FROM TOP OF WALL
TO BOTTOM OF FLOOR F��
SHF6r
10d xl-1/2" @ 24" O.C.
TO BOTTOM OF SILL
(USE SP6 @ 2x6 STUDS
BEAM) ATTACHED PER
PLATE ATTACH PER
- - - - - - - - - - - - -
- - - - - - - - - - - - - - -
NAILING SCHEDULE
(2) 2x SPF TOP PLATE
BE INSTALLED AS
ROOF SHEATHING —
�IMPSON H2.5A EA.
TOENAILS. EXT.
ATTACH PER NAILING
[TRUSS
i
SCHEDULE
FOR REQUIRED
HEADER SIZE & REQ'D
PRE-ENGINEERED —
(
I
TRUSS PER PLAN
BLOCKING
MIN. 2x6 #2 SYP CONT.
TOENAILS AT EA. END
PROVIDE 2x4 SYP #2
LEDGER W/ (2) %4'x3-1/2"
TOENAILS. OPENING
OF SILL (MAX OPEN'G
4 SDS WOOD SCREWS@ --------_
LARGER THAN 4FT: (2)
- 16" O.C. MAX. & 3"
I
FROM EA. END - USE I
CLIP AT EA. END FOR
BOTTOM PLATE 1-1/4'
(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
W/ (2) 10d TOENAILS
THAN 6'
LRAWINGS-
- - - - - - - - J
2x8 SYP #2 LEDGER W/
6' FROM EAVES.
MIN. (4) 16d NAILS TO
SHEATHING REQ'D
EACH STUD (AT EACH
OPT. TRUSS RECESS LEDGER
SIDE OF G.T. USE (4)
>�
16d NAILS)
D01 LEDGER @ GIRDERD03 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
2x TOP & BOT.
RIBBONS, CONT.
NOTE: ALL FLOOR
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
CONNECTION
SHEATHING CAN NOT
(2) 2x SPF TOP PLATE
BE INSTALLED AS
U.N.O. ON PLAN
INDICATED,
TOENAILS. EXT.
CONTRACTOR TO
HEADER - SEE 2ND
FOLLOW WS06/SD4
FLOOR PLAN FOR MIN.
FOR REQUIRED
HEADER SIZE & REQ'D
STRAPS
JAMB STUDS
2x TOP & BOT.
RIBBONS, CONT.
NOTE: ALL FLOOR
ALIGN 2ND FLOOR
TRUSSES TO BE P.T. IF
`- IF HEADER IS UPSET
(2) 2x SILL AT WINDOW
STUDS
BARRIER (FELT PAPER
AND WINDOW IS
W/ 2x CRIPPLE STUDS
SEE FRAMING PLAN
IF FLOOR SYS. NOT PRESENT PER FLOOR
LOWER: (1) 2x SILL
AT EA. END NAILED TO
CONNECTION
CMU WALL BELOW PER DETAIL INCDICATED
PLATE W/ (2) 10d
STUD PACK W/ 10d
PROVIDE BLOCKING
REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6
TOENAILS. EXT.
NAILS @ 8" O.C. THEN
MASONRY WALL SEE
E WALL
HEADER OPENINGS
STUDS @ 16" O.C.
JAMB STUDS
LESS THAN 4FT:(1) 2x
ATTACH SILL W/ (2) 10d
BLOCKING
SILL PLATE W/ (2) 10d
TOENAILS AT EA. END
PROVIDE 2x4 SYP #2
TOENAILS. OPENING
OF SILL (MAX OPEN'G
LARGER THAN 4FT: (2)
WIDTH 4'-0"). USE A35
DIAGONAL BRACE.
2x SILL PLATE W/ A35
CLIP AT EA. END FOR
BOTTOM PLATE 1-1/4'
CLIPS EACH SIDE W/ 2x
OPENINGS GREATER
2x LEDGER TO UPPER
2X4 SYP #2 DIAGONAL
CRIPPLES @ 16" O.C.
THAN 4' BUT LESS
1/4" X 3-1/2" SIMPSON
45' FROM
W/ (2) 10d TOENAILS
THAN 6'
NOT REQUIRED
T&B (PLYWOOD
6' FROM EAVES.
SHEATHING REQ'D
T&B)
>�
TL
SEPARATE SHEATHING
UNDER WINDOW
2x TOP & BOT.
RIBBONS, CONT.
NOTE: ALL FLOOR
ALIGN 2ND FLOOR
TRUSSES TO BE P.T. IF
STUDS w/ 1 ST FLOOR
NO MOISTURE
STUDS
BARRIER (FELT PAPER
(2) 2x SPF#2 BASE
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
2ND PLY W/ (2) 10d NAILS
ON FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6
gEl OW JAMBS
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
(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 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
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
& 3" FROM
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
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 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
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
SHEATHING CONT. TO
2x4 BLOCKING W/ (2)
2nd STORY WALL
16d NAILS @ EA. END.
I
BLOCK ADJACENT
I
BAYS @EACH
SCHEDULE
DIAGONAL BRACE AS
I
DWH-0205549
SHOWN. FASTEN ROOF
AS INDICATED
& 3" FROM
SHEATHING TO 2x
iSPACED
END OF LEDGER -
LEDGER RECESSED I
BLOCKING W/ 8d NAILS
INTO TRUSS. VERIFY I
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
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
[SCREWS @ 16" O.C.
DWH-0205549
SHOWN. FASTEN ROOF
AS INDICATED
& 3" FROM
SHEATHING TO 2x
iSPACED
END OF LEDGER -
LEDGER RECESSED I
BLOCKING W/ 8d NAILS
INTO TRUSS. VERIFY I
IO.C. IS REQUIRED
@ 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
SDS SCREW @ 16" O.C.
HORIZONTAL BRACE
NOT REQUIRED
(2) 2x4 TOP PLATE
6' FROM EAVES.
(2) 2x SPF TOP
acc ruwiu. ruv,4 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
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"=1'-0" 3/4"=1'-0" 1 "=1'-0"
SEE2N[
F ----------------------------I WALL SE
ADDITIO
INFORM,
L --------------------------J
OPT. TRUSS RECESS LEDGER
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 CONN1<CTION @ 2ND FLOOR S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM D04 SECTION @LOW ROOF PLAN FOR LOCATION _ NOT USED
AND DIRECTION
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
M
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Xx
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00
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tO m LL Qu7jUj�, J z
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] STRUCTURALENG:
SIMPSON H2.5 I
j DRAFTING:
TRUSS TO LEDGER
'MIN. 2x6 #2 SYP
?IR
I
(CONT. LEDGER w/ (2)
MR
I%"x3" SDS WOOD
---
[SCREWS @ 16" O.C.
DWH-0205549
IMAX - EQUALLY
AS INDICATED
& 3" FROM
04/30/19
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
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 CONN1<CTION @ 2ND FLOOR S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM D04 SECTION @LOW ROOF PLAN FOR LOCATION _ NOT USED
AND DIRECTION
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
M
0 yj
f—
> p Z
LLL �
W
O
J � �
LLL
= LL1
j � Z
W
(D _
Q X
W
LL W
LL O
LL
M
Xx
a CO
00
Uj
tO m LL Qu7jUj�, J z
I
v O O; J �_
W6:V -9 4 0' Z `<
�_1111nf'lfilitt% m�
U
" 0'3
Q
b�
m $ s "
U < a' s
z ct m
Z
(D
� M
N
M
i LL
i
� O
0
j W N LL
Z u
O= O W
> W F- —
U
Y Q — a
LLI )I-
W>aa 1
j LLJ LU
?0 Q
iLo LU 00
a0ha'N
] STRUCTURALENG:
BAD
j DRAFTING:
'-STRUCT:
MR
QC CHECK:
i
---
) 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)2x12 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
A -A PLAN VIEW C
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2x12 SYP#2I
HEADER TO BUILT UP
STUD COLUMN
OPTIONAL (2)2x12 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)2x12 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 (d
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
HEIGHT OF STAIRS
AT LANDING
ATTACHING TO MASCNRY
MIN. 2x8 SYP#2 JOISTS
WALL) CONT. LEDGER w/ (3) 16d
2
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)
VERTICAL LOCATION
MID SPAN BLOCKING
S
FOR VERTICAL
-
2x8 P.T. SYP #2 (MIN.) LET -IN,
MIN. (3) 2x4 SYP 92
TO MATCH JOIST
FASTEN TO SLAB USING MIN.
COLUMN
MIN. 2x8 SYP#2 JOISTS
(6) 1/4"0-1/4" EVENLY
J
DEPTH W/ (3) 10d
SPACED TAPCONS & MIN.
2x P.T. BOTTOM PLATE
W/ SIMPSON A35 OR
B
W
z�
TOENAILS EACH END
(10)10d NAILS TO (3)2x12 SYP#2 HEADER
NAILS @ 16" O.C. MAX. TO EACH
EACH SIDE
A -A PLAN VIEW C
MIN. (3) 2x SYP #2 STUDS
REQ'D @ END OF LANDING
HEADER W/ MIN. (6) 12d
NAILS FROM (2)2x12 SYP#2I
HEADER TO BUILT UP
STUD COLUMN
OPTIONAL (2)2x12 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)2x12 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 (d
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
HEIGHT OF STAIRS
AT LANDING
ATTACHING TO MASCNRY
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ATTACH TO JOISTS BELOW
W/(2) -12d NAILS @ 12" O.C.
2X12 STRINGER TO LANDING
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WOOD:
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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)2x12
SYP#2 HEADER
HEADER REQUIREMENT AT LANDING
HEIGHT OF STAIRS
AT LANDING
BEAM
(#2 SYP)
JOISTS
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WIDTH OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
7'-0"
12'-0" OR LESS
(3) 2x12
2x8
PLYWOOD FLOORING
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)2x12 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 EOR 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
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MORE INFO
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MIN. (3) 2x4 SYP 92
HEADER TO BUILT UP
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@ LANDING @ 16"O.C.
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HEIGHT OF LANDING
HU210-21HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND
@ 16" O.C. AND 4" FROM ENDS
PER FLOOR PLAN
ST01 GENERAL LANDING &
MAX. FOR MASONRY WALL)
A -A PLAN VIEW
STAIR FRAMING INFO
SCALE: 3/4"=,'0"
L -BRACE @ 6=0" O.C. &
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)2x12 SYP#2
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UP COLUMN SEE
OPTIONAL HANGER
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@ LANDING @ 16" O.0
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CONTINUOUS FULL -
LENGTH MIN. (3) 2X12
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OF LANDING FOR
STRINGERS TO
CONNECT TO. BEAM
TO BEAR ONTO BUILT
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NAILS @ 8" O.C. & 4"
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STANDARD (3) 2X12
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SIMPSON A34 CLIP TC
FLOOR SYSTEM/
LANDING FRAMING
TYP FOR EACH STAIR
RUN
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. SPF #2 2X SLEEPER @ 16" O.C. MAX.
FRAMED OVER LANDING IF STEP REQUIRED MID
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BLOCKING BELOW W/ 12d NAILS @ 8" O.C.
3/4" PLYWOOD OR OSB SHEATHING OVER
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NOTES
MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX.
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BLOCKING BELOW W/ 12d NAILS @ 8" O.C.
MIN. 2X8 SYP #2 JOISTS @ LANDING
@ 16" O.C. W/ SIMPSON A35 OR
LUS26 HANGER ON EACH SIDE TYP.
MID SPAN BLOCKING TO MATCH
JOIST DEPTH W/ (3) 10d TOENAILS
EACH END
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LANDING STEP
MIN. (3) 2x SYP #2 STUDS
4'-0" MAX.
TO TRUSS Ya" x 3"
MAX. 4'-0" ABOVE FLOC
2x4 #2 SPF STUDS
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
@ 24" O.C.
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