HomeMy WebLinkAbout4618 Socrates WayGENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE
FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL
LIST OF REQUIREMENTS
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
ASTM A-615 GRADE 40 MIN.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM V-0" U.N.O. VERTICALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY
GRADED "No.1/No.2" BY NLGA, OR BETTER.
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED"
SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER.
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS.
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING)
SHALL BE SPF#2 OR BETTER U.N.O..
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD.
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
BY OTHERS.
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
HSS2 STUD SHOES, TYP U.N.O.
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE
AWPA U1 STANDARD.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF
THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER)
3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O.
Fb = 2650 Fb = 3000 Fb = 2200
Ft = 1650 Ft = 1700 Ft = 1500
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
Fc j = 450 Fc j = 900 Fc j = 450
Fv = 285 Fv = 285 Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
MEANS AND METHODS
CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE
ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED
FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS'
SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND
FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
UNDER STAIR PROTECTION
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
(12.7MM) GYPSUM BOARD.
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF
ASTM F1667
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
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 #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ff" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-B3).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
MIN. 7" EMBEDMENT.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURAL STEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S,
Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL
BE 3/6" UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION
ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED
BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE
PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF
PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
TIE BEAM PLAN
WIND PRESSURE & SUCTION
EFFECTIVE
PLN -2
SECOND FLOOR PLAN
(PSF)
WIND
ELE-2
SECOND FLOOR UTILITY PLAN
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
INT -2
STAIR SECTION
- VALUE DENOTES SUCTION
AREA
)
O
10
(+) 21.2
(+) 21.2
ROOF PLAN
(- 22.9
- 28.3
20
(+) 20.2
(+) 20.2
FOUNDATION PLAN
(-) 22.0
- 26.4
50
(+) 19.0
(+) 19.0
FOUNDATION DETAILS
-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
NOTES & CONNECTOR LEGEND
- 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
GENERAL DETAILS
(+) 18.4
+
SD4
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5
4 4 a
�5�
55
a
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS REGION. GLAZED OPENING
PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE -
RESIDENTIAL, CURRENT EDITION.
WORD COPY
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REAGAN POINT - LOT 46
MODEL 7497 ELEVATION B
GARAGE SOUTH
4618 SOCRATES WAY, SAN FORD, FL 32773
INDEX OF DRAWINGS
SHEET SHEET TITLE
S1
STRUCTURAL NOTES & COVER
PHS
UPDATES
FS -1
FOUNDATION FORMS PLAN
TBA
TIE BEAM PLAN
PLN -1
FIRST FLOOR PLAN
PLN -2
SECOND FLOOR PLAN
ELEA
FIRST FLOOR UTILITY PLAN
ELE-2
SECOND FLOOR UTILITY PLAN
INT -1
INTERIOR DETAILS
INT -2
STAIR SECTION
INT -3
CLOSED STAIR SECTION DETAILS
ELEV-1
FRONT AND REAR ELEVATION
ELEV-2
LEFT AND RIGHT SIDE-LEVATIONS
RFP -1
ROOF PLAN
PLT -1
PLOT PLAN
Ood
S2
FOUNDATION PLAN
S2.1
DOWEL PLACEMENT PLAN
S3
FOUNDATION DETAILS
S3.1
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
Q
f-
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MASTER UPDATES
NUMBER
DATE
DESCRIPTION
INTIALS
1
1/10/2017
CREATED ELEV. A, B, C w/ OPTIONS
HBG
2
12/5/2017
CREATED STEMWALL PER RPT -42
CC/JV
3
1/6/2018
UPDATED ELEVATION 'B' FRONT PORCH PER RPT44 & UPDATED
PLANS TO MEET F.B.C. 6th, (2017) RESIDENTIAL
DP/MR
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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DESCRIPTION
1.
JH
04-05-16
-REVISED ENTRY DOOR TO 8-0
O
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;50
TZ
-ELEVATION A & B: REVISE ROOF PITCH TO 6:12
2.
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05-04-16
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IL
cc==doo
-REVISE WINDOW AT OPTION BEDROOM #3 TO 5040 HS
3.
HST
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-ADDED ELEVATION "C"
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09-07-16
-REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION
HCR (s)
DESCRIPTION
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5
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6
W
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- REVISED CHASE LOCATION AT O.S. CLOSET TO REAR OF WATER CLOSET
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- CREATE OPT. STACKABLE WASHER/DRYER
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• L N
ALL ELEVATIONS:
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-ADD CHASE BEHIND PANTRY
7
JS
2-09-17
ELEVATION A:
-REVISE T.O.M. AND PLT. HT. TO 9-4 AT FRONT PORCH
-REVISED CORNICE DETAIL: 12" FLOOR FRAMING AT BALCONY, MOVE BEAM FLUSH WITH FLOOR
FRAMING, REVISED SOFFIT HGT TO 8-4
-REVISED ARCH SOFFIT HEIGHT TO 8-0 AT ENTRY ON FRONT ELEVATION
ELEVATION B:
-CORRECTED CEILING NOTE AT FRONT PORCH TO READ 9-8
-REMOVED LINE OF CANTILEVER ON PLN -1
-ADD OVERHEAD CEILING LINE FRONT CANTILEVER AND LABELED CEILING 9-6
-CORRECTED ROOF PITCH ON CORNICE DETAIL TO READ 6:12 PITCH
ELEVATION C:
-CORRECTED COLUMN AND BEAM PLACEMENT ON ROOF PLAN
ALL ELEVATIONS:
-REMOVE STORAGE SHELF FROM OWNER'S CLOSET
8
JS
12-20-17
ASR REVISIONS
#
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FLORIDA Core Plan Notes 1/3/18
* ALL BEDROOM WINDOWS TO MEET EGRESS
* EQUAL SASH WINDOWS PER COMMUNITY SPECS.
* KITCHEN APPLIANCES PER COMMUNITY SPECS.
* STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL
* EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH
* MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS
* MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE
STEEL DOOR BETWEEN GARAGE & LIVING SPACE.
* 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS
ARE ABOVE.
* 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM
RESIDENCE OR ATTIC.
* R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE
BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES
ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN -
DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED
FLOOR
* R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE
ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO
ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR
SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE
EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED
ENGINEERING PRACTICE.
* TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS.
VERIFY IN FIELD
* HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD
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TOTAL LIVING
1608
1ST FLOOR
2ND FLOOR
1068
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2 CAR GARAGE
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1077
AC PAD
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(2) # 2/0 XHHW ALUMINUM CONDUCTORS
(1) # XHHW ALUMINUM NEUTRAL
(1) # 4 XHHW ALUMINUM EQUIP.GRD
POWER COMPANY NEMA 3R AMP
PEDESTAL 120/240 VOLT 30
COMBO CIRCUITS MLO
DISCONECT
AND
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OTHERS AMP
NTS
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HB}
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N
GROUNDING RODS
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fi I COLD/HOT WATER SUPPLY
8 FT. APART
ELECTRICAL RISER
C0 N �+
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NOTE:
= t C d
ELECTRICAL MATERIALS AND INSTALLATIONS
GRND. OPTION 2: FOOTER
SHALL COMPLY W/ APPLICABLE PROVISIONS OF
STEEL GROUND
THE NATIONAL ELEC. CODE, LOCAL CODES, AND
(REQUIRED)
THE LOCAL POWER CO.
UTILITY LEGEND
110V OUTLET RECESS CAN LIGHT
12" A.F.F. (U.N.O.) ® (EYEBALL AS NOTED)
GFI GROUND FAULT INTERRUPTOR VT
(WEATHER PROOF AS NOTED) Q EXHAUST VENT
1J HALF HOT OUTLET
220V OUTLET
(36" A.F.F. @ UTILITY)
V PHONE LINE
I TVI CABLE TELEVISION
SD SMOKE DETECTOR
19 (CARBON MONOXIDE AS NOTED)
D
DOOR BELL
CHIMES DOOR BELL CHIMES
EO PANELBOARD W/
CIRCUIT BREAKERS
FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS W/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @
SELECTION PROCESS)
* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
------------------------
PRE -WIRE COACH PRE -WIRE COACH
' LT. @ 8" ABV. HDR _ -' — _ LT. @ 8" ABV. HDR
PER. CO PER. COMM. ,
/
VVPF G
FIRST FLOOR
STANDARD SWITCH
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T GAS TAP
L L
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fi I COLD/HOT WATER SUPPLY
FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS W/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @
SELECTION PROCESS)
* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
------------------------
PRE -WIRE COACH PRE -WIRE COACH
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NOTE: NTS
ELECTRICAL MATERIALS AND INSTALLATIONS
SHALL COMPLY W/ APPLICABLE PROVISIONS OF
THE NATIONAL ELEC. CODE, LOCAL CODES, AND
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GRND. OPTION 1: #4 BARE
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UTILITY LEGEND
FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS w/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @
SELECTION PROCESS)
* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
SECOND FLOOR
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FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS w/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
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* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
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FLORIDA General Electrical Notes 06/13/16
* HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.
* PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF
ALL GOVERNING CODES.
* PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING
CODES.
* ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
* THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY
LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED
* UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE
FOLLOWING HEIGHTS ABOVE FINISED FLOOR:
SWITCHES ....... 42"
OUTLETS .......14"
OUTLETS w/ MOULDING .... 9" A.F.F.
TELEPHONE.... 14"
TELEVISION ..... 14"
WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS)
TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @
SELECTION PROCESS)
* ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS)
* PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS
* HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD
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ROOF VENT CALCULATION:
ATTIC SQ. FT. / 300: 1077 / 300 = 3.59
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CALCULATION
WITHIN PROPERTY LINES
SLAB: 1077
FLATWORK:122
LOT:2319
COVERAGE:51.0%
SOD AREA: 820
NOTE: AVG 300 SQ. FT. OF SOD IS
SUBTRACTED FROM SOD AREA
TOTAL
FOR LANDSCAPE.
ARC TABLE
ARC LEN. RAD. CHRD. BRG.
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1 FOOTING AT DOUBLE WALL
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 PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 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 FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
F08
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12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
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S3
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
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12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
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00
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■
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36"x36"x12" dp w/ #5's EQUALLY SPACED EA.
O
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I
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3-1/2" THICK CONC. SLAB W/
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■
OVER 6 MIL VAPOR BARRIER I
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
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00
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.
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6-10"
5'-0" I
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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66"46"x16" dp w/#5's EQUALLY SPACED EA.
SF01
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#5 TRANSVERSE BARS 1=I I I=I I I=1I I—III=I 11 32" x12" FOOTING
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3" COVER 2'-8" w/3" MIN. COVER.
1 FOOTING AT DOUBLE WALL
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 PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 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 FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
F08
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COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
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CONTACT E.O.R. PRIOR TO CONSTRUCTION
S3
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
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12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
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28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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S3
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5
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MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
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MIN (6) # 5 E.W.
S2.1
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
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WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
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5.5
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MIN (10) # 5 E.W.
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SYMBOLS LEGEND
■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
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• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT
t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT
#5 CONT. FT.G TO TIE BEAM.
FOUNDATION PLAN
1/4"= 1 1-011
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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REINFORCING PER
PLAN (TYP).
1/2"=1'-0"
DOWEL PLACEMENT PLAN
1/4"=11-011
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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PLAN (TYP).
1/2"=1'-0"
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1/4"=11-011
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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[1- 111111 III= CLEAN COMPACTED I- _ = 1= I I I
-WIDTH - _,- ;
= WIDTH = I=I FILL @ 95% STANDARD '-I - =WIDTH- I I I-
1=1 DENSITY I —
FOOTING AT INTERIOR BEARING WITH CMU (SF01 TYPICAL EXTERIOR FOOTING
3/4"=1'-0" `\� 3/4"=1'-0" \111,� 3/4"=1'-0"
2x BEARING OR NOW COLUMN AND BASE COLUMN
- - - - - - - - - - - - BEARING WALL, SEE CONNECTION PER LOCATION PER
1" MAX. OVERHANG FORM/POURED FRAMING PLAN FOR Ir
2 1/4" SEE PLAN FOR STAIR PLAN TYPICAL DESIGN PLAN
OPTIONAL PROVIDE(1)MORE INFO LOCATION. IF
#5 AT REFER TO MIN. 2" CLEARANCE
I FILLED CELL SHOWN NOSE OF EACH STEP,I 2x P.T. BOTTOM PLATE FORM/POURED FOUNDATION PLAN FROM FACE OF
FOR GRAPHICALIo,
(1) #5 CONT. PER PLAN MAX. (4) TREADS (1) #5 CONT. PER PLAN PROVIDE (1) #5 AT FOR FOOTING PAD CONCRETE
REPRESENTATIONNOSE OF EACH STEP,
4" a W/ 1-1/2" MIN. COVER SIZE AND REINF. AT TO COLUMN BASE
- - - - - - - I ONLY. REFER TO (2) #5 W/ 6" TOP COURSE CHAIR MAX. (4) TREADS BLOCK COLUMN LOCATIONS CONNECTOR
I DOWEL PLACEMENT CONC. SLAB PER EMBEDMENT BLOCONC. SLAB PER AT FLOATING SLAB CONC. SLAB PER10
GARAGE PLAN FOR REQUIRED 12" O.C. USE MIN. 1/2"x4" CONT.
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—'� @ TION PLAN FIBER EXPANSION N
REINFORCEMENT y.• L.'; .....: Q
@ '
d JOINT BETWEEN SLAB f;:,'":r ' .•
TOP VIEW CORNER - — — — — & CMu
(1) #5 VERT. IN GROUT .:. ;j -
FILLED CELL @ 72" =-I (I=III (1) #5 VERT. IN GROUT - =I (2) #5 W/ 6" =I I - - w Q
'�j =I (I = I (=I I - > FILLED CELL@ 72" O.C. - 'EMBEDMENT @ — 0 a
CONC. SLAB PER V GARAGE WALL O.C. MAX. & TYP @ _ ,�• w -III = (1) #5 STANDARD
EA. CORNER & COL. ((= I I=I I - -� MAX &TYP AT EA. I = I I=I °I 1112 O.C. I I =) I I=III=I I I ` J z
FOUNDATION PLAN ______._-_� BEYOND - - _ ■ w - - HOOK FROM STEM - - -
=I I I— I I—I I (- w CORNER AND COL. WALL TO FOOTING PAD - Z
DRIVEWAY BY LOCATION FOR WALLS _ _ _ ( W LOCATION FOR WALLS —III -III -I I (-III-III—I I (� p
-III=III=1 I L - N EACH VERTICAL - - U-
<_40" TALL . SEE _ :;r 540" TALL . SEE I=II(=I I . LOCATION. SPACING ,-III=III=III W _
BUILDER- CONCRETE _
4' "v - j -
,�-�}' K, OR PAVERS STEMWALL SCHED. IF =III=I I (=I I STEMWALL SCHED. IF =III—III ° ° ° I=III= I I=I I .�f
WALL IS TALLER. WALL IS TALLER. — — PER SCHEDULE = -
-III—III—I ° — I—I — — — —III °
III�IIII��IIIII�I ��
TYPICAL GARAGE CURB FOOTING
III- REBAR ON CHAIRS
—�—�—� �- PER STEM WALL
SCHEDULE
FOOTING @ SHOWER @ MASONRY
3/4"=1'-0" I 3/4"=1'-0" i
STEM WALL SCHEDULE
DATE:
(1) #5 FROM FTG. TO —
I
BOND BEAM IN FULLY
PLAN FOR SIZE & BASE
NUMBER/ SIZE OF BARS
GROUTED CELL. SEE
1 -STORY
2 -STORY
MD08 ON LINTEL PLAN
MASONRY WALL
SPACING (O.C.)
FOR SPLICE
SEE PLAN
IN STEM WALL
INFORMATION
WIDTH
(1) #5 FROM FTG. TO
MASONRY WALL ---
_ SEE NOTE 7 FOR
TIE BEAM MIN. 25"
SEE PLAN
CONC. SLAB PER
SPLICE GROUT CELL
CONCRETE SLAB PER -
FOUNDATION PLAN
SOLID PER PLANS
FOUNDATION PLAN
16"
°
VARIES
SEE PLAN
e ° •°
z I I=1 I=1 I °.. ° ° I e d a III= I I=I SEE STEM WALL
w - SCHEDULE FOR FILLED I I=
° =III— I I-
�- - CELL ISPACING, FOOTING SIZE, &
-III—I I II II I AI I II I I I III I I II I III NF
(2) #5 BARS CONT. 1=�
W/ 3" COVER TYP. 8 8 8 8 .III_
CL CLEAN COMPACTED
FILL @ 95% STANDARD CLEAN COMPACTED
WHERE 2ND STORY OCCURS, FTG DENSITY FILL @ 95% STANDARDDENSITY
SHALL BE 1'4" WIDE W/(3) #5 BARS
CONC. SLAB PER -
FOUNDATION PLAN
NOTE TO CONTRACTOR:
ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D
FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS
ADJACENT MONO AND/OR STEM WALL
FOUNDATIONS AS SPECIFIED THIS DETAIL.
MIN. 24" BEFORE
a �z ANOTHER STEP
8"x12" THICKENED
SLAB W/ (1) #5 CONT.
W/ 3" COVER TYP. Z p °.4 ° .. a
z �� �w
GRADE j- a w 0
e
_I—III—I I I—I I a� III—� I °°
e
—ISI—ISI—ISI ISI ISI ° III—ISI— 1 . A°. II—III
e.�° ° I VERIFY PLAN DETAILS
w ` ',P� ° FOR REQUIRED #5
THICKENED EDGE
_ w .,. -
.. CONT. BARS. MAINTAIN
�Illlllll►/� M
COVER TYP. z ��� �� W 11
' III—III III III -1 I 1=I —III—I -� �CL It -
00
-16 MIN.- - 16' MIN. �� ��i �.•••••••� �/j//� i�� W co
VERIFY PLAN DETAILS III—I I 1=) I 1=1 I I -I ' v.•� • • •'• �i % Y Z Q
BEND EACH CONT. #5 ; tv M w 6.
FOR REQUIRED #5 M p OSS '_ = V N
BAR AT STEP DOWN, -1 p • v .
CLEAN COMPACTED CONT. BARS. MAINTAIN ~__ • • w �• 4 0 � CJS
OR INSTALL #5 HOOK °0 • Z
FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. N' S� j ��% W ON
DENSITY BAR. LAP REBAR PER ••� • . Z
DETAIL MD08 ON �i�� •'••..�••�. •dig```. O0
LINTEL PLAN w �i�c pQl ` m LL
"FOTYPICAL STEP FOOTING DETAIL � !l/1jj11
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" I
(1) #5 FROM FTG. TO
SEE STEM WALL CHAIR BLOCK COURSE
BOND BEAM IN FULLY i
AT FLOATING SLAB SCHEDULE FOR FILLED AT SHOWER SLAB
USE MIN. 1/2"x4" CONT. GROUTED CELL. SEE CELL SPACING, ELEVATION W/ (1) #5 '
FIBER EXPANSION MD08 ON LINTEL PLAN FOOTING SIZE, & CONT.
JOINT BETWEEN SLAB Ip FOR SPLICE INFO. REINFORCING
& CMU. WHEN STEM II KNOCK OUT COURSE z OPTIONAL CURB BY
WALL IS GREATER W/ (1) #5 CONT. g BUILDER 1
' THAN 4'-0" TALL REFER
CHAIR BLOCK I . a h M F.F.
COURSE AT FINISHED TO DETAIL SF18
e
I ° SLAB ELEVATION W/ (1) 1) ° MASONRY WALL '
#5 CONT.VARIES I SEE PLAN z --
d
z SEE PLAN° e z .I.` _ 4" _
A =1 I I=1 t. GRADE
GRADE
—III I—I III —III—I I —I
SEE STEM WALL —III=III=1
° e SCHEDULE FOR FILLED I I I I=I I I I=I = I I= I=III I I
CELL SPACING,
II—III III II II, ; Z FOOTING SIZE, & —III—III—I ° . = REBAR ON
ON REINFORCING I =III= I I I. =1 CHAIRS PER =1 Q I I= I _ _—I CONC. SLAB PER
_II—I I I I_ CHAIRS PER b =I I I=III=1 ° _STEM WALL o _ _ III= I I=I FOUNDATION PLAN
r: I I _
STEM WALL I—III= = IISCHEDULE - a ° e• L "I= i
-) I I I I I=I—III CLEAN COMPACTED
CL
° SCHEDULE =I I a ° ° I w FILL @ 95% STANDARD i
III I=1 I- _ IF
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[1- 111111 III= CLEAN COMPACTED I- _ = 1= I I I
-WIDTH - _,- ;
= WIDTH = I=I FILL @ 95% STANDARD '-I - =WIDTH- I I I-
1=1 DENSITY I —
FOOTING AT INTERIOR BEARING WITH CMU (SF01 TYPICAL EXTERIOR FOOTING
3/4"=1'-0" `\� 3/4"=1'-0" \111,� 3/4"=1'-0"
2x BEARING OR NOW COLUMN AND BASE COLUMN
- - - - - - - - - - - - BEARING WALL, SEE CONNECTION PER LOCATION PER
1" MAX. OVERHANG FORM/POURED FRAMING PLAN FOR Ir
2 1/4" SEE PLAN FOR STAIR PLAN TYPICAL DESIGN PLAN
OPTIONAL PROVIDE(1)MORE INFO LOCATION. IF
#5 AT REFER TO MIN. 2" CLEARANCE
I FILLED CELL SHOWN NOSE OF EACH STEP,I 2x P.T. BOTTOM PLATE FORM/POURED FOUNDATION PLAN FROM FACE OF
FOR GRAPHICALIo,
(1) #5 CONT. PER PLAN MAX. (4) TREADS (1) #5 CONT. PER PLAN PROVIDE (1) #5 AT FOR FOOTING PAD CONCRETE
REPRESENTATIONNOSE OF EACH STEP,
4" a W/ 1-1/2" MIN. COVER SIZE AND REINF. AT TO COLUMN BASE
- - - - - - - I ONLY. REFER TO (2) #5 W/ 6" TOP COURSE CHAIR MAX. (4) TREADS BLOCK COLUMN LOCATIONS CONNECTOR
I DOWEL PLACEMENT CONC. SLAB PER EMBEDMENT BLOCONC. SLAB PER AT FLOATING SLAB CONC. SLAB PER10
GARAGE PLAN FOR REQUIRED 12" O.C. USE MIN. 1/2"x4" CONT.
`V ' -v I MASONRY WALL FOUNDATION PLAN FOUNDATION FOUNDATION PLA
—'� @ TION PLAN FIBER EXPANSION N
REINFORCEMENT y.• L.'; .....: Q
@ '
d JOINT BETWEEN SLAB f;:,'":r ' .•
TOP VIEW CORNER - — — — — & CMu
(1) #5 VERT. IN GROUT .:. ;j -
FILLED CELL @ 72" =-I (I=III (1) #5 VERT. IN GROUT - =I (2) #5 W/ 6" =I I - - w Q
'�j =I (I = I (=I I - > FILLED CELL@ 72" O.C. - 'EMBEDMENT @ — 0 a
CONC. SLAB PER V GARAGE WALL O.C. MAX. & TYP @ _ ,�• w -III = (1) #5 STANDARD
EA. CORNER & COL. ((= I I=I I - -� MAX &TYP AT EA. I = I I=I °I 1112 O.C. I I =) I I=III=I I I ` J z
FOUNDATION PLAN ______._-_� BEYOND - - _ ■ w - - HOOK FROM STEM - - -
=I I I— I I—I I (- w CORNER AND COL. WALL TO FOOTING PAD - Z
DRIVEWAY BY LOCATION FOR WALLS _ _ _ ( W LOCATION FOR WALLS —III -III -I I (-III-III—I I (� p
-III=III=1 I L - N EACH VERTICAL - - U-
<_40" TALL . SEE _ :;r 540" TALL . SEE I=II(=I I . LOCATION. SPACING ,-III=III=III W _
BUILDER- CONCRETE _
4' "v - j -
,�-�}' K, OR PAVERS STEMWALL SCHED. IF =III=I I (=I I STEMWALL SCHED. IF =III—III ° ° ° I=III= I I=I I .�f
WALL IS TALLER. WALL IS TALLER. — — PER SCHEDULE = -
-III—III—I ° — I—I — — — —III °
III�IIII��IIIII�I ��
TYPICAL GARAGE CURB FOOTING
III- REBAR ON CHAIRS
—�—�—� �- PER STEM WALL
SCHEDULE
FOOTING @ SHOWER @ MASONRY
3/4"=1'-0" I 3/4"=1'-0" i
STEM WALL SCHEDULE
DATE:
FOOTING DIMENSION
I
STEM WALL
PLAN FOR SIZE & BASE
NUMBER/ SIZE OF BARS
MAX. FILLED CELL
1 -STORY
2 -STORY
HEIGHT
CONNECTION
SPACING (O.C.)
OR COLUMN W/ (1) #5
I
IN STEM WALL
DEPTH
WIDTH
DEPTH
WIDTH
_ SEE NOTE 7 FOR
(2( #5 BARS O R ONE STORY OR
MATCH FILLED CELL
8" - 40"
10"
16"
10"
20"
3) #5 BARS FOR TWO STORY
SPACING PER PLAN
RECORD PRIOR TO CONSTRUCTION FOR MORE INFO.
4 'ACOURSE
�' <
AND GROUT
III=
CONC. SLAB PER PLAN _ =_ \
��
(2) #5 BARS FOR ONE STORY OR
NOTE: FILLED CELL SPACING & FOOTING SIZE COULD
48" - 64"
10"
20"
10"
20"
(3) #5 BARS FOR TWO STORY
40"
e.
E. °
DESIGN PLANS FOR
TIE TO #5 CONT. IN—I I I I — II . \\
c
CONSTRUCTION COSTS DUE TO REVISIONS FOR TALLER
(3)#5 BARS FOR ONE & TWO
1. ° I
72" - 80"
10"
30"
10"
30"
STORY
32
° d _ _ GRADE - I - I CLEAN COMPACTED - _ _ I GRADE
A a CLEAN COMPACTED _—III=1 I _ _=III I I=III= z I=� I o _= I=III=1 I _—_ _
_ CLEAN COMPACTED
DENSITY DENSITY
STANDARD -III=III=1 ' -I —Z I=I I FILL @ 95% STANDARD _ III- FILL @ 95 /o STANDARD -III-III=I I I I ^o ^cn�i�
00,
- _ z_ - EXTEND REP
CLEAN COMPACTED _�. I b III DENSITY I �,,, �° I� I. DENSITY III=III J -IIS g I I SLAB PER M
FILL @ 95% STANDARD SEE STEM WALL -III-III a SEE STEM WALL ° a SEE STEM WALL ° tL SPLICE AS R
III=I I=I ° ° ° I W I= SCHEDULE FOR FILLED III I=o I I I SCHEDULE FOR FILLED I I = I=I d III=p I= I= AT EXT. WO(
DENSITY SCHEDULE FOR FILLED _ e_
CELL SPACING, -III-III - CELL SPACING, _ _ _ CELL SPACING, -III-III - _ _ I LOCATIONS:
8" x 8" THICKENED _ _ _ -WIDTH _ _ BARS TO TEI
8' FOOTING SIZE, & I-III—I =WIDTH I I -I I FOOTING SIZE, & I I III -III —I I=III= FOOTING SIZE, & I-III—I - I I -III -I I I
EDGE W/ (1) #5 CONT. _ _
W/ 3" COVER TYP. REINFORCING -I - -III REINFORCING WIDTH - I I- i REINFORCING I I - - - -III- ' @SLAB LEVI
11— — III—I — —
SF04 THICKENED EDGE @ GARAGE DOOR (SFO STEM WALL FOOTING @ PORCH SF06 STEM WALL @ GARAGE STEP DOWN SFO WOOD COLUMN AT ENTRY CHAIR BLOC
AT FINISHEC
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ELEVATION 1
CONT.
NOTE: NOTCH IN CONT. STEM WALL TOP (2) #5 x 4-0
3" FOOTING IS NOT TO FOOTING BEYOND CENTERED AT PIPE PVC OR SCH40 SLEEVE
BE DIRECTLY BELOW p ° PENETRATION
GIRDER OR
PLAN VIEW CD NOTCH ADJACENT TO AN d e _ 4
° d
PENING WITH A w 1-111 IH
GIRDER ABOVE
3„ II III — III=11
3 MIN COVER °4 I (I
A
VERIFY WITH 00
'
CHART
` STEMWALL PER PLAN 01
-III—III I I (=III-III—I (-
NOTCHED FOOTING @ CONDUIT -III I SEE FDN.
PLAN FOR
a 6 TOP (2) #5 x 4'-0" I I SIZE & REINF.
CENTERED AT PIPE PVC OR SCH40 SLEEVE
GRADE PENETRATION PIPE PERPENDICULAR TO FND
TOP (2) #5 x 4'-0"
PVC SLEEVE A/C
III=III= F` . I—III CHASE � .° a CENTERED AT PIPE PVC OR SCH40 SLEEVE
— _ _ a° a d •° _ PENETRATION
NOTE: I—I=III=� I=� d °— I I=I I =I I
DO NOT PENETRATE =) I=III=I I= I =I=1I= a a s
° _ _- STEM WALL AT FILLED _ _ _ ( —I I—III= I _ _ •• ••° _ _
-III=I I 1= CELL LOCATION I =III=1 — I=1 I=I I I=I I F=I
II
SEE FDN Pa
LAN =III I I I I = I ° I—I I-
II FOR SIZE=I I —III=�
=III—III-1 I I-III—I' —I I _ & REINF.
=10 TYPICAL FOUNDATION PENETRATIONS ' I I—III=III=I
3/4"=1'-0" PIPE VERTICAL THRU FDN PIPE PARALLEL TO FND
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI
STEM WALL CONSTRUCTION NOTES
1. VERTICAL REINF. IN SOLID GROUT CELLS AT ALL CORNERS,
JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS
LOCATIONS, & @ MAX. SPACING STATED IN SCHEDULE
U.N.O. ON FOUNDATION/ DOWEL PLAN
2. W.W.M. IN FLOOR SLAB TIED TO THE CONT. #5 BAR IN
CHAIR BLOCK IS REQUIRED TO MAKE ADEQUATE
CONNECTION BETWEEN SLAB AND WALL. WHEN STEM
WALL EXECEEDS 48" IN HEIGHT, W.W.M. ALONE IS NOT
SUFFICIENT ENOUGH, AND #4 TURN BARS ARE REQUIRED
WOOD POST. PER
DATE:
05/23/18
I
@ EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO
PLAN FOR SIZE & BASE
CMU MASONRY PIER/
I
VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB
CONNECTION
SEE ELEV. FOR
OR COLUMN W/ (1) #5
I
AND STEM WALL
1
BLK WIDTH
VERTICAL @ EACH_
_ SEE NOTE 7 FOR
CORNER. INSTALL
CORNER
3.
IF STEM IS REQ'D TO BE HIGHER, CONTACT ENGINEER OF
:
CHAIR BLOCK AT TOP
f \\ REINFORCEMENT
RECORD PRIOR TO CONSTRUCTION FOR MORE INFO.
4 'ACOURSE
�' <
AND GROUT
III=
CONC. SLAB PER PLAN _ =_ \
��
NOTE: FILLED CELL SPACING & FOOTING SIZE COULD
<.
SOLID. REFER TO
- IF W.W.M. IS USED, _ I—III \\
CHANGE. MCD IS NOT RESPONSIBLE FOR ADDITIONAL
e.
E. °
DESIGN PLANS FOR
TIE TO #5 CONT. IN—I I I I — II . \\
c
CONSTRUCTION COSTS DUE TO REVISIONS FOR TALLER
CIO
1. ° I
SIZE AND LOCATION
CHAIR BLOCK d I I- 1=111INSPECTION
STEM WALLS
CONC. SLAB PER e
I' .Q 'e a ° °—_
" e '
REFER TO
= III—_ CLEANOUTS REQ'D
IF STEMWALL TALLER _ _U
FOR STEMWALLS > 40"
4.
G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL
FOUNDATION
PLAN °
° d
FOUNDATION PLAN
THAN 48" #4 TURN -III- w I -III 1
WHEN UNEVEN BACK FILLING IS TAKING PLACE
I .... ' ' "°: E .
FOR FOOTING PAD
BARS REQUIRED I -I I J GRADE \\
_ _ _
�-III-III-
°
° °: I°
SIZE AND
Q I-__ _
I
5.
IF STEM WALL IS WITH IN 5'-0" OF POOL OR WATER
4 °
° .�'�
REINFORCEMENT AT
I—I I=I III=JE11) I I=III—III-_
~
FEATURE FOUNDATIONS, CONTACT EOR FOR FURTHER
COLUIMN LOCATIONS
I I=) (I= I=III I ((=I I=) I I=
WQOW
REVIEW
CLEAN COMPACTED _ I In III= i I=III= I -I I z
FILL 95% STANDARIIII I (=II I' III=III=III
6.
TOnU SDATION TO BE CENTERED ON STEMWALL AT ALL
CLEAN COMPACTED
12"MIN. DEEP W/
@ o
I
:
Wp-0UO)
FILL @ 95%
I I I=I °
FOOTING PA
DENSITY
'
STANDARD
p)Qoo
GRADE
III= I `i' 4-°° ' °. III=
7.
WHEN STEM WALLS ARE GREATER THAN 48" TALL. THE
DENSITY
— �
_— Z _—
—III= � I I- �
— I o ° —
CONTRACTOR 5 INSTALL MID -HEIGHT OUT
(1) #5 STANDARD
°
CHAIR FOR REBAR BY
COURSE TH
WITH (1) # HOOK BARAT ALL CORNERS.HOOK
HOOK FROM STEM
-1111I
=
SEE STEM WALL
— —
BUILDER "I I III
BARS TO BE MIN 4'-0" x 4'-0" IN LENGTH. TIE HOOK BARS
WALL TO FOOTING PAD
a ?�!'J. e°
w
�. SCHEDULE FOR FILLED
=III=III 3" COVER TYP.
SEE STEM WALL I I... I I
INTO VERTICALS @ EA. END, POURED SOLID
EACH VERTICAL
LOCATION. SPACING8.
CELL SPACING,
...III
SCHEDULE FOR FILLED
CONTRACTOR TO CONTACT EOR FOR ADVERSE SITE
PER SCHEDULE
WIDTH
FOOTING SIZE, &
CELL SPACING AND WIDTH
CONDITIONS NOT COVERED WITHIN THIS DETAIL
REINFORCING
FOOTING SIZE Or
rSF68'� MASONRY
COLUMN AT
ENTRY
STEM WALL SCHEDULE
CONTRACTOR TO CONTACT EOR. FOR ADDITIONAL REVIEW
PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION FOR
3/4"=1'-0"
-C. Any use, duplication, or transfer of these documents without the I
3/4"=1'-0" ADVERSE SITE CONDITIONS NOT COVERED WITHIN THE
INFORMATION PROVIDED ON THE STEM WALL SCHEDULE
expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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BOND BEAM SPLICE TO
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O.C. HORIZ. & 16" O.C.
1
BE MIN, 25" GROUT
SIZE & BASE
WALL TO FOOTING PAD =III- 8 III=I
Q
CELL SOLID
MIN.
4'-1" to 5'-0"
2'-0" x V-0"
MASONRY WALL
56" O.C.
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SEE PLAN
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SEE PLAN
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W
Z
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DENSITY
24" O.C.
4
a
CONTINUOUS FOOTING
FOUNDATION PLAN
p
SLOPE SLOPE
CENERED ON CMU
GRADE
SLAB
-- r ° --�
WALL ABOVE WITH
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REINFORCEMENT PER
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CONT. 1/2" X 10" FIBER
EXPANSION
8" DEEP X 12" WIDE —
THICKENED EDGE
W/ (2) #5
CONTINUOUS BARS _
W/ 3" COVER, TYP.
L
9
CLEAN &
COMPACTED FILL @
95% STANDARD
DENSITY
3/4"=1'-0"
WHEN STEM WALL
HEIGHT IS 4'-0" OR
TALLER:
#5 90 -DEGREE HOOK
BAR W/ 30"
PROJECTION INTO
SLAB & HOOK PER
REBAR SPLICE
SCHEDULE @ EA.
STEM WALL FILLED
CELL. STEM WALL
FILLED CELL SPACING
PER STEM WALL
SCHEDULE.
BUILDER MAY
ALTERNATIVELY DRILL
& EPDXY (1) #5 BAR W/
30" PROJECTION INTO
SLAB AT EACH FILLED
CELL LOCATION WITH
SIMPSON SET EPDXY
OR EQUIVALENT, 5"
MIN. EMBEDMENT.
ALTERNATE SLAB TO WALL CONNECTION
3/4"=1'-0"
NOT USED
PRIVACY WALL SCHEDULE
WALL HEIGHT
FOUNDATION
FOOTING
DOWEL
4" BRICK w/ BRICK TIES
(WIDTH x HEIGHT)
REINFORCEMENT
SPACING
z
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8"
3/4"=1'-0"
WHEN STEM WALL
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PROJECTION INTO
SLAB & HOOK PER
REBAR SPLICE
SCHEDULE @ EA.
STEM WALL FILLED
CELL. STEM WALL
FILLED CELL SPACING
PER STEM WALL
SCHEDULE.
BUILDER MAY
ALTERNATIVELY DRILL
& EPDXY (1) #5 BAR W/
30" PROJECTION INTO
SLAB AT EACH FILLED
CELL LOCATION WITH
SIMPSON SET EPDXY
OR EQUIVALENT, 5"
MIN. EMBEDMENT.
ALTERNATE SLAB TO WALL CONNECTION
3/4"=1'-0"
NOT USED
PRIVACY WALL SCHEDULE
WALL HEIGHT
FOUNDATION
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DOWEL
4" BRICK w/ BRICK TIES
(WIDTH x HEIGHT)
REINFORCEMENT
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1
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SIZE & BASE
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Q
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AT SIDES OF BASE
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3/4"=1'-0"
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ON CHAIR.
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WOOD COLUMN PER
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I
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(SF1 MASONRY COLUNN W/ BRICK VENEER
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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(SF1 MASONRY COLUNN W/ BRICK VENEER
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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31/8
7
113/4
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TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
N
J NX40
LINTEL W/ TRANSOM DFTAIi
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA, x 2 3/4" TAPCONS & (6) 1 Od NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 Od NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS.
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
r
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
„ASI
NON
° �. d
OPENING
„A„
TYPI
AL SHEAR WALL SEGMENT
4
#3
17/8
q
7
15
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A._.;.
d
d
#4
21/2
5 5/8
91/2
0
3
55/8
121/2
32
#5
31/8
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
N
J NX40
LINTEL W/ TRANSOM DFTAIi
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA, x 2 3/4" TAPCONS & (6) 1 Od NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 Od NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS.
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3.
4. CONCREDTE MASONRY UNITS (CMU)PERA psi /STM C190 W/MUM 3MINIMUM NET AREA COMPR/8" AGGREGATE AND 8" TO ESSIVE
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
„ASI
NON
-SHEAR WALL AT
OPENING
„A„
TYPI
AL SHEAR WALL SEGMENT
"D"
#3
17/8
41/4
7
15
fAKI
A._.;.
91/4
d
#4
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
N
J NX40
LINTEL W/ TRANSOM DFTAIi
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA, x 2 3/4" TAPCONS & (6) 1 Od NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 Od NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS.
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3.
4. CONCREDTE MASONRY UNITS (CMU)PERA psi /STM C190 W/MUM 3MINIMUM NET AREA COMPR/8" AGGREGATE AND 8" TO ESSIVE
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
„ASI
"B"
IAC..
"D"
„A„
„B"
I,C,,
"D"
#3
17/8
41/4
7
15
fAKI
41/4
91/4
24
#4
21/2
5 5/8
91/2
20
3
55/8
121/2
32
#5
31/8
7
113/4
25
33/4
7
TYPICAL MASONRY CONSTRUCTION
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
N
J NX40
LINTEL W/ TRANSOM DFTAIi
3/4"=1'-0"
SEE DOWEL LAYOUT
PLAN FOR FILLED CELL
INFORMATION. MIN. (1)
IS REQUIRED ON
EITHER SIDE OF
OPENING U.N.O.
(2) 2x8 SYP #2 P.T. WOOD HEADER
TURNED SIDEWAYS. ATTACH (2) 2x8
SYP #2 P.T. HEADER TO MASONRY
WALL W/ SIMPSON HU28-2 OR HUC28-2
HANGER @ EA. END. USING (14) 1/4"
DIA, x 2 3/4" TAPCONS & (6) 1 Od NAILS
INTO HEADER. NAIL EACH PLY AND
EACH ADDITIONAL HEADER PLY W/ (2)
ROWS OF 1 Od NAILS STAGGERED @ 6"
O.C. AND MIN. 2" FROM ENDS.
REFER TO DESIGN
PLANS FOR REQUIRED
IN -FILL FRAMING
DIMENSIONS
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3.
4. CONCREDTE MASONRY UNITS (CMU)PERA psi /STM C190 W/MUM 3MINIMUM NET AREA COMPR/8" AGGREGATE AND 8" TO ESSIVE
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
„ASI
"B"
IAC..
"D"
„A„
„B"
I,C,,
"D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
24
#4
21/2
5 5/8
91/2
20
3
55/8
121/2
32
#5
31/8
7
113/4
25
33/4
7
1151/2
40
#6
33/4
81/16
14
30
41/2
81/16
181/2
48
#7
43/8
9 13/16116
1/2
35
51/4
9 13/16
21 3/4
56
LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180° HOOK
REBAR SPLICE DETAIL
3/4"=1'-0"
#3=2%"
#4=2%"
#5=2%"
#6=3"
#7=3Y"
STD. 90 DEGREE ANGLE 3000 psi
CONC. W/ (1) #5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08 FOR LAP INFO.
PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3.
4. CONCREDTE MASONRY UNITS (CMU)PERA psi /STM C190 W/MUM 3MINIMUM NET AREA COMPR/8" AGGREGATE AND 8" TO ESSIVE
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
Q
_
�`
�,,,
%=
20'-0" 0 180/0 598/0 1024/0 1441/0
STANDARD LINTELS
STANDARD LINTEL NOTES
CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -18/8F32 -OB
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY
OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO
HAVE MIN. 8" BEARING EA. END
4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIF
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
V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
X-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224
3'4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
4'-0" 860 1651/1349 5365 /1999 7342/3123 10000/4249
4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470
5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592
6'-2" 488 991/991 2661/2143 5681/2698 6472 / 3685
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
V-2" 315 618/535 1533/1247 2781/1946 4754/2489
1004" 292 567/454 1366/1277 2423/1770 4006/2263
rn
��►1111JJJ/ LlJ co
..�� �l� rig o0
�� `�. ..••.. �' ui
�- .•• ••So �/ �i o
.•' . Y Z
OCOc� Lz 6-A*
0' ; a
�' "�` 4 p: Z •- Q
W o
10'-8" 277 492/352 1254/1132 2193/1567 3552/2003
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
209 418/297 1075/1045 48
12'-8" 369/261 1002 / 984 1697/1361 2630 / 1738
13'-4" 0 328/0 1234/0 1779/0 2662/0
14'-0" 0 292/0 1160/0 1660/0 2439 / 0�:•�
16-0" 0 284/0 950/0 1379/0 1997/0
MATERIALS
18'-0" 0 211/0 750/0 1177/0 1676/0
18-8 0 142/0 598/0 1114/0 1468/0
1. fc PRECAST LINTELS = 3500 PSI.
2. fc PRESTRESSED LINTELS = 6000 psi.
3.
4. CONCREDTE MASONRY UNITS (CMU)PERA psi /STM C190 W/MUM 3MINIMUM NET AREA COMPR/8" AGGREGATE AND 8" TO ESSIVE
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A510.
z
0
0
m
w
O
U
z
°
=)
p
w
LL
•� rn �.
.,� 4 { pj` Q �
�`' O
1�1 �'•'• �J
111
20'-0" 0 180/0 598/0 1024/0 1441/0
20'-8" 0 145/0 550/0 981/0 1376/0
22'-8" 0 110/0 450/0 824/0 1147/0
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB
2'4" 1694/1694 3725/3280 5499/5421
�
Q
d
2'-8" 1425/1426 3343/3280 4933/4933
T-0" 1230/1230 2769/2769 4085 /4085
LINTEL DESIGNATION SCHEDULE
3'-4" 1081/920 2769/1716 4085/2839
4'-4" 846/833 2121/1716 3127/2839
MARK
LINTEL
REQUIREMENTS
F = FILLED WITH GROUT
U = UNFILLED
R = RECESSED & FILLED WITH GROUT
QUANTITY OF #5 REBAR
64" 664/572 1761 /1761 2595 /2595
6'-4" 526/434 1539 /1539 1329 /2267
7'-4" 480/322 1334/1334 1964 11552
0
8R6-1 B/1T
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
I2' I 1
-0" 3'-0" 2'-0"
At —# *--,K
0
zo
MW
BOTTOM OF LINTEL CAVITY Uj
=
O 8F8-1B/1T 81716-1 B/1T
0 8R14-1B/1T �—QUANTITY OF #5 REBAR AT TOP 0
U)
O 8F16-1B/1T NOMINAL HEIGHT O z
TYPE DESIGNATION NOMINAL WIDTH > O
O 8R14-0B/1T 0
0m CLF 81716-0B/1T 1-1/2" CLEAR w
O 8F20-1B/1T � 0 ~O W
_ #5 REBAR AT TOP MIN. (1) REQ'D J W
O" 8F20-OB/1T U Q
Q Q C.M.U. _
0 8R22-1B/1T � z ° GROUT
0 8F24-1B/1T ? d #5 REBAR AT BOTTOM OF LINTEL w
CAVITY a
O 8R22-0B/1T �I`--�I` BOTTOM REINFORCING PROVIDED
7-5/8" ACTUAL IN LINTEL (VARIES)
O 81724-013/1T 8" NOMINAL WIDTH z W
O FILLED Q w
" 8R30 -113/1T M
w U
O 8F32-1B/1T 1-1/2" CLEAR °
a
F— Q o
O 8R30-OB/1T U A� a
O 81732 -0B/1T _ #5 REBAR AT TOP MIN. (1) REQ'D O ° A °
a z C.M.U. U� s
0 8F38-1B/1T - g 0 z
00 > z z O
O 81712-1B/1T Z 0 Qm
co
a.
0 8F40 -OB/1T �I�—�I` BOTTOM REINFORCING PROVIDED Z
7-5/8" ACTUAL IN LINTEL (VARIES) ^^ 0
O 8F8 -0B/1T 8" NOMINAL WIDTH I..L. U) U M
V LU �
Ox 8F40-1B/1T UNFILLED —j w o5. E
to W Ur <z��- $
SAFE LOAD TABLE NOTES a F- z 0 ° >
U)w CO C
LL
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 0 -.� _ W U)Woro8
Z) Q O O M v
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p (A 0 � 3 M tii o
RECESSED LINTELS BASED ON 4" NOMINAL BEARING. I— J Z Q a w Y o E
2. 0= NOT RATED. 0 Fes- 0 o g a
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. L j W U. W LO
o
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR P = Z 00
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U) 0
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. w
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Z
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Ix
SUPPORT. 0
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 M
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z
L] CV
WALL LEGEND
n0. t0 L O
0W
= 9'-4" T.O.M. =INTERIOR/EXTERIOR 0 ~ LL
BEARING WALL (OR LINTEL p 0 m O Q
IF REFERENCED ON SHEET i _ W
S4). VERIFY HEIGHT W/ 0 Z W >_
ARCHITECTURAL PLANS
U.N.O. w i LU 0 Z �
Z W>0-
_ � � W Q U �
~ LU 0
0 "W7>�Q00
O Q Ill
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W STRUCTURAL ENG: BAD
DRAFTING:
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V QC CHECK: EA
I—
JOB No. DWH-0205358
U) -
Q SCALE: AS INDICATED
DATE: 05/23/18
LINTEL PLAN.
III
CO
4
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.
CIO
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MIN. B2x8 TO SUPPORT STAIR
LANDING FRAMING. ATTACH TC
CMU USING HU48. ATTACH TO
TRUSS BOTTOM CHORD USING
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SEE ST01/ST1 FOR LA
JOIST INFORMATION
MIN. B2x8 TO SUPPORT STAIR
LANDING FRAMING. ATTACH T(
CMU USING HU48. ATTACH TO
TRUSS BOTTOM CHORD USIN(
H U44
-.. I._, ...
TAPCONS & (6) 10d NAILS
3YP#2 LEDGER. ATTACH TO
-RUSS VERTICAL USING
x 4 2" SDS SCREWS @
c. MAX.
:1#2 JOISTS @ 24" O.C. MAX.
SPAN BLOCKING. ATTACH
OIST TO LEDGER USING
)N A35 W/ (12) SD #9x1-1/2"
IS & TO BEAM USING
)N H2.5A
H BEAM TO CMU USING
W/ (12) 1/4"x2-3/4" TAPCONS
id NAILS
BOTTOM
3
WALL LEGEND
I = 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL
FIRST FLOOR FRAMING PLAN
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"-1'-0"
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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SCALE: AS INDICATED
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DATE: 05/23/18
S5
CIO
OR
cm
BEARING WOOD WALL SCHEDULE
TAG
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
O(3)2X6
SPACING
SPECIES
(pIf)
O(3)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SYP #2 BUILT UP STUD COLUMN
(3)12d
(3)12d
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
BW1
16"
SPF
TOENAILS/ END
NAILS
TOENAILS/ END
NAILS
NO
UPLIFT
MID -SPAN
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x3-1/2"
16
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
570 ptf
MID -SPAN
ENGINEERED LUMBER COLUMN PER STRUCTURAL
BW3
16"
SPF
SP4 W1(6)
10d x 12 NAILS
SP4 W/(6)
10d x 12" NAILS
570 pif
lr
3 d. PT.
ENGINEERED LUMBER COLUMN PER STRUCTURAL
BW4
12"
SPF
(3)12d
TOENAILS/ END
NAILS
(3)12d
TOENAILS/ END
NAILS
NO
UPLIFT
MID -SPAN
ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER
BW5
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
760 plf
MID -SPAN
1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
BW6
12"
SPF
SP4 W'(6)
10d x 1-1 NAILS
SP4 W/(6)
10d x 12" NAILS 3
760 p If
1rd. PT.
POSTS. AT EXTERIOR CONDITIONS
BW7
16"
SYP
(3)12d
TOENAILS/ END
NAILS
(3)12d
TOENAILS/ END
NAILS
NO
UPLIFT
MID -SPAN
BASE PLATE U.N.O. ON PLANS.
BW8
16"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
664If
p
MID -SPAN
860
BW9
16"
SYP
SP4 W/(6)
SP4 W/(6)
664 plf
PT.
12" EMBEDMENT
ON MASONRY: (2) SIMP. MSTAM24
10d x 12" NAILS
10d x 12" NAILS
HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. SET
3rd.
TO BEAM: SIMP. HUC410 w/(18)16d &
BW10
12"
SYP
(3)12d
TOENAILS/ END
NAILS
(3)12d
TOENAILS/ END
NAILS
NO
UPLIFT
MID -SPAN
EPDXY MIN. 7" EMBEDMENT
BW11
12"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
885 plf
MID -SPAN
6280
BW12
12"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 1Z' NAILS
885 plf
ird. PT.
3
FRAME TO CMU
BW13
16"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
280 plf
MID -SPAN
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
@ 32" O.C.
@ 32"o.c.
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
BW14
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
380 pIf
MID -SPAN
16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
@ 24"0. O.C.
@ 24"o. c.
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
STANDARD BEARING WALL W/STRAPS NOTES
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL
STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS.
3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS.
USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4.
4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END.
7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR
EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL
OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT.
8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D.
IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS
ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT.
THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x
P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND
WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE
BEARING WALL NOTES.
9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1
U.N.O. ON PLAN.
10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD2 U.N.O. ON PLAN.
11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A
BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH
STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6"
FROM THE COLUMN.
12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R.
FOR FURTHER REVIEW.
13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
O(2)2X4
SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SPF #2 BUILT UP STUD COLUMN
O(4)2X4
SPF #2 BUILT UP STUD COLUMN
<8>(2)2X6
SPF #2 BUILT UP STUD COLUMN
O(3)2X6
SPF #2 BUILT UP STUD COLUMN
O(2)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SYP #2 BUILT UP STUD COLUMN
O(2)2X6
SYP #2 BUILT UP STUD COLUMN
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
LO
4x4 SYP #2 P.T. COLUMN
MO
6x6 SYP #2 P.T. COLUMN
<8>8x8
SYP #2 P.T. COLUMN
(2)META16 OR (2)META20
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x3-1/2"
COVER SHEET.
a
3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL
<8>3-1/2"x5-1/4"
COVER SHEET.
(1)ply 1985
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x7"
COVER SHEET.
<S>3
3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
-1/2"x9-1/2"
(2)1.75"x9.25" LVL
COVER SHEET.
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O5-1/4"x5-1/4"
COVER SHEET.
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O5-1/4"x7"
COVER SHEET.
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER
O7"x7"
SHEET.
1450
1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3
COVER SHEET
SCHEDULE
1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
O5
COVER SHEET
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS &$" EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
STANDARD NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131" x 22"
10d
.148" x 3"
12d
.148" x 34"
16d
.162" x 32"
8d RING SHANK
.113" x 2$"
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUESSPF(Ib)
TAG
SIMPSON CONNECTOR
TYPE
TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(8) 10dx12' NAILS OR META20 w/(8)
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"x24"
El10d
x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
LTA2 w/(10) 10d x 12" NAILS @ 24" O.C. U.N.O.
2)2x12 #2 SYP w/2' FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
Z"
Z
(2)META16 OR (2)META20
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
a
(1)ply TRUSS (10)10d x 12" NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
NAILS & (18)4"x24" TAPCONS
(2)ply TRUSS (14) 16d x 12" NAILS
(2)ply 1900
(2)ply 1900
(2)1.75"x9.25" LVL
H10A w/(18)10d x 1z" NAILS OR
H10A 1015
H10A 1140
H5.25x11.25
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
HTS20 w!(24)10d x 12" NAILS
FRAME TO FRAME
1245
1450
PLATE BETWEEN PLIES
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
HEADER SUPPORT
SCHEDULE
TO POST: SIMP. HTS20 OR MSTA18
SEE PLAN FOR WALL WIDTH
w/(24)10d x 12" NAILS
TO BEAM: SIMP. HUC410 w/(18)16d &
V-0" TO 3'-11"
1
El(2)HTS20
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
6a
H2.5A w/(1 0)8d
FRAME TO FRAME
535
600
MTS 12 w/(14)10d x 12" NAILS
TO POST: SIMP. HTS20 OR MSTA18
F -�: 0.
W
W
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
81
MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
12" EMBEDMENT
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. SET
TO BEAM: SIMP. HUC410 w/(18)16d &
El
(10) 10d NAILS
FRAME TO CMU
3640
4235
EPDXY MIN. 7" EMBEDMENT
NAILS & (18)4"x24" TAPCONS
10
R
HGT-2 w/(16)10d NAILS w/3'EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
B5.25x16
(3) 1.75"x16" LVL
11
HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS
FRAME TO CMU
1020
1175
12
LSTA18 w/(14)10d NAILS
HEADER TO STUDS
1110
1235
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
14
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833p1f
928plf
15
LSTA24 w/(18)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
17
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.OR
18
EPDXY MIN. 7" EMBEDMENT
CMU
1290
1500
HTT4 w/(18) 16d x 22' NAILS w $' EPDXY ANCHOR w/SIMP. SET
19
EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE
COLUMN TO FTG.
3640
4235
18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS
(3)HTS20 w/(24)10d x 12" NAILS
20
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
21
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
22
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
GIRDER TO COL./ BM
9100
4095
23
MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU
DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST.
FRAME TO FRAME
3300
3965
INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN.
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS.
4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL
INFORMATION.
5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL:
(1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS.
(2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS.
IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL. WF08/SD3.
3. NAIL #2 SYP HEADER PLIES TOGETHER USING:
(2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS.
(3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS.
NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY.
CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL, WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/2" FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
DWH-0205358
SCALE:
TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"x24"
H2x10
PLATE
TAPCONS
Q�
LU T QI LU O.z-
ON MASONRY: (1) SIMP. MSTAM24
H2x12
2)2x12 #2 SYP w/2' FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
Z"
Z
TO BEAM: SIMP. HUC410 w/(18)16d &
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
82x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3.5x7.25
PLATE
NAILS & (18)4"x24" TAPCONS
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H5.25x11.25
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3x12
PLATE
NAILS & (18)4"x24" TAPCONS
PLATE BETWEEN PLIES
ON MASONRY: (2) SIMP. MSTAM24
HEADER SUPPORT
SCHEDULE
TO POST: SIMP. HTS20 OR MSTA18
SEE PLAN FOR WALL WIDTH
TO BEAM: SIMP. HUC410 w/(18)16d &
V-0" TO 3'-11"
1
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
8'-0" TO 9'-11"
2
NAILS & (18)4"x24" TAPCONS
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
F -�: 0.
W
W
TO BEAM: SIMP. HUC410 w/(18)16d &
Q
F-
(10) 10d NAILS
B3.5x11.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
Z
O
NAILS & (18)4"x22" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: (2) SIMP. HTS20 OR MSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"x16" LVL
" U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS
OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE
TO POST: (2) SIMP. HTS20 OR MSTA18
ON MASONRY: (2) SIMP. MSTAM24
B3.5x20
(2) 1.75"x20" LVL
" U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS
OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C.
(TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12 DEEP) TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM
3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w!(6)
DWH-0205358
SCALE:
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
8
16d NAILS
H2x10
2)2x10 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
Q�
LU T QI LU O.z-
16d NAILS
H2x12
2)2x12 #2 SYP w/2' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
Z"
Z
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
Z
Z
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.25x11.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
JtiC'
a�
16d NAILS
H3x12
(3) 2x12 #2 SYP w/ 2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT
SCHEDULE
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
V-0" TO 3'-11"
1
1
4'-0" TO 7'-11"
2
2
8'-0" TO 9'-11"
2
3
10'-0" TO 12'-0"
3
4
ROOF NOTES:
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/
SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
12d TOENAILS.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE
CONTINUOUS FROM FLOOR TO CEILING.
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS
WITH CABINETS AS SHOWN ON PLANS.
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
TRUSSES
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS
LAYOUT IS REVISED WtOUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
THE CONTRACTOR OR A/C SUPPLIER.
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE
TRUSS MANUFACTURERS LAYOUT
----STOP----
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
ROOF & EXT. WALL NAILING SHEATHING NOTES
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE
SPACED NO MORE THAN 24" O.C.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.
EXTERIOR WALLS:
SEE WF10/SD3 FOR MORE INFO.
NAILS:
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED
WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN
ACCORDANCE WITH ASTM A 153.
APA SHEATHING NOTE:
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
FLOOR FRAMING NOTES
GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSIONS NOT SHOWN HERE.
FLOOR SHEATHING NOTES
FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
FLOOR NAILING NOTES
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES &
CONNECTOR LEGEND
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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S5.1
H2x6 CONTINUOUS HEADER
& COLUMN TO BOTTOM PLATE
USING (2) SIMPSON A34
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND
I. (16)16d SINKER.
:ENTERED BETWEEN
1st STORY COLUMN AND 2nd STORY
COLUMN.
EXTERIOR FRAME WALL
SCHEDULE (DWH)
WALL HEIGHT STUD &SPECIES SPACING SPACING
INTERIOR ZONE END ZONE
8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX
9'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX
9'-4" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX
10'-0" 2x4 SPF #1/#216" O.C. MAX 1 12" O.C. MAX
EXTERIOR FRAME WALL NOTES
1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
WALL LEGEND
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW:
OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE
CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT
ON PLANS OR SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O.
ROOF FRAMING PLAN
1/4"=11-011
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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S5.2
a W
a s:
Ji: t
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•' 4
• �� • z
ENTIRE COLUMN TO a
BE GROUT FILLED w
U.N.O. U)
{ja'. ..• la•.
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PROVIDE STANDARD
HOOK
(1) #5 IN TIE BEAM
(1) #5 BAR IN PRECAST
LINTEL
(2) #5's VERTICAL IN
GROUT FILLED CELL
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD WI 3-1/2" MIN. EMBED.
2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN.
EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
2x6xl2 P.T. SYP #2
CENTER BUCK
1/2 J -BOLT W/ 5 1/2
i
EMBED.
2x P.T. SYP #2 NAILER
OF OPENING W/ (1) 1/4"x2-3/4"
MIN. 24" O.C. &
TAPCONS
4" MIN. FROM @
FACE OF CMU 4" FROM ENDS
-- -- ANCHOR NOT PERMITTED TO BE
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ.
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
---r--- BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
(BOTTOM &TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
- -- BELOW TOP OF BUCK. SPACE REMAINING ANCHORS
(1) #5 VERTICAL IN 2 @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY
GROUT FILLED CELLIF - w
( c� BUCK TO CMU ATTACHMENT
REQ'D PER PLAN) F- ¢
LOCATIONS PER GARAGE DOOR
< < j j w MFR.'S WRITTEN SPECIFICATIONS
NOTE: SEE MD08 ON w mw
LINTEL PLAN -"-(D> ¢ O - 45 DEG. BEVEL CUT
OJ m �, 2x6 P.T. SYP #2 BUCK
M ¢ ¢ ___ END, 1 1/2" ABOVE
.
VERTICAL REINFORCEMENT DETAIL
PRECAST LINTEL PER
PLAN
MASONRY WALL
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER DETAIL
MD04/SD1
r � i
GARAGE F.F., EA. SIDE
T OF OF OPENING
DO GARAGE BUCK DETAIL (MAX. 170C)
1/2"=1 1-0..
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEERED
TRUSSES PER PLAN @
24" O. C. MAX.
TYP. TRUSS TO FRAME
CONNECTION PER STD
CONNECTION NOTES
EXT. SHEATHING ATTACHED —
PER NAILING SCHEDULE FROM
TOP OF KNEEWALL TO BOTTOM
OR SP2 CLIPS AT TOP AND SP1
CLIPS AT BASE ARE REQ'D.
2x BLOCKING
MIN 2x4 STUDS @ 16"
O/C
2x P.T. PLATE
1/2" x 8" A.B. OR TITEN HD @ 32"
O.C. & 6" FROM EA. END,
CENTER ON BASE PLATE
TOP
TOP KNOCK OUT
COURSE W/ (1) #5
CONT.
F1 KNEEWALL ABOVE MASONRY WALL
ARCH PER ELEV
1/2'.=j'_0
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SIDE
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ CMU
�– HEADER (SEE PLA&
ARCH PER ELEV
3/4"=1'-0"
(TYP) I SEE ELEV.
DOUBLE 2x TOP PLATE
7/16" O.S.B. EA. SIDE
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
SEE FRAMING PLAN FOR
BEARING WALL LOCATION
SEE BEARING WALL
SCHEDULE FOR REQUIREI
CONNECTIONS, STUD
SPACING, AND BLOCKING
REQUIREMENTS
BEARING/ SHEARWALL CONNECTION TO CMU
3/4"=1'-0"
SEE TYPICAL HEADER
'RAMING DETAILS FOR
\DDITONAL
VFORMATION
HEADER CAN BE
TITHER UPSET OR
)OWNSET)
!x W/ (2) 16d TOE NAILS
?ACH END
(2) 2x TOP PLATE W/
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
STD HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
W/ 3000 psi CONC.
W/(1) #5 REBAR VERT.
VERIFY W/ PLAN FOR
REQ'D LOCATIONS
CMU WALL AS REQ'D
PER PLAN
4) EQ. SPACED -1" TITEN HD ANCHORS W/
CAIN. 1 t" 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
PT BASE PLATE
SHEATHING PER PLAN
2x BUCK DETAIL
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
(2) 2x PLATE
FRAME OUT TO BLOCK
EDGE AS REQ'D
LAST STUD OF i
KNEE WALL JOINING
O2x
OT SEE ARCH ELEVATION OPENING
LAST STUD OF KNEE WALL I
UP TO MAIN HOUSE
(3) 16d COMMON
JOINING UP TO MAIN HOUSE
I
WALLS SHALL BE
NAILS (TYP.)
WALLS SHALL BE ATTACHED (2) 2x TOP PLATE
I
ATTACHED TO MIN.
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TO MIN. (2) 2x FULL HEIGHT
(2) 2x FULL HEIGHT i
IF REQ'D, PROVIDE
WALL STUDS W/ (2)-16d NAILS I
WALL STUDS W/
CLOSURE WALL w/
@ 12" O.C. I
(2)-16d NAILS @ 12"
2x4 SPF CONT.
MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN
O.C.
I
BLOCKING ATTACH TO
WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE
12" O.C.
7/16" OSB W/ (2) 8d
STRUCTURAL SHEATHING I
MIN. 2x4 SPF #2 KNEE
NAILS
ON BOTH SIDES FROM TOP I BUILDER FRAME
WALL WITH STUDS @
I
7/16" OSB EACH SIDE,
OF WALL TO BOTTOM OF RADIUS AS REQ'D
16" O.C. W/
STRUCTURAL
W/ 6d NAILS @ 16" O.C.
BEAM. ATTACHED PER
NAILING SCHEDULE
SHEATHING ON BOTH
TO SIDE & TOP NAILER
I
OTHERWISE SP2 CLIPS
SIDES FROM TOP OF
2x BUCKS,
EACH STUD TO DOUBLE TOP
WALL TO BOTTOM OF
PLATE AND SP1 CLIPS EACH
BEAM. ATTACHED PER
_
STUD TO BOTTOM PLATE
NAILING SCHEDULE
CRICKET AS REQUIRED
fiFO KNEEWALL AT DOWNSET BEAM
FO KNEEWALL AT UPSET BEAM
O2x
OT SEE ARCH ELEVATION OPENING
SEE GE02/SD2 FOR
F
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
OUTLOOKER OR
ROOF SHEATHING FOR STRAP
3/16" x 2 1/4"
SHEATHING
1
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
CANTILEVER
8d NAILS @ 4" O.C.
IF REQ'D, PROVIDE
VALLEY TRUSS
CONV. FRAME OR
CLOSURE WALL w/
E
VALLEY TRUSSES PER
SINGLE TOP AND BASE
J
PLAN
PLATE w/ (2) 16d NAILS
EXT. SHEATHING;IF
12" O.C.
TO TRUSS. STUDS @
ATTACH PER NAILING
" x
24" O.C. & EXT.
SCHEDULE
2x8
SHEATHING INSTALLED
C H
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR
PER NAILING PATTERNCONT.
PLYWOOD ROOF
\, B
SHEATHING PER NAILING
RAFTER I
( 2x4 SPF #2 KNEE WALL
SCHEDULE OR OPT. 2x4
(2)-16d NAILS @ 12"
BLOCKING PERP. TO EA.
} 1 ` E
COMMON TRUSS PER PLAN OR CONY. FRAMING w/
VALLEY TRUSS NAILED
2 1 /2"
CRICKET AS REQUIRED
TO TRUSS BELOW @ 24"
1,
O.C. W/ (2) 16d NAILS TYP.
FINISH PER ARCHITECTURAL PLANS
MAIN SPAN ROOF
ATTACH TRUSS TO
ROOF TRUSSES PER PLAN OR CURVED
TRUSS
TRUSS BELOW USING
( TOP OF WALL TO
NAILED @ 6" O.C. STAGGERED G
(3) 16d NAILS
MAIN SPAN ROOF
2x BLOCKING W/ (3) 12d
TRUSS
END
TOE NAILED @ EA. END
UPLIFT CONNECTOR
UPLIFT CONNECTOR
2x PT BOTTOM
(SEE SCHEDULE)
(SEE SCHEDULE)
MASONRY WALL
OTHERWISE SP2 CLIPS
SHOWN, SEE PLAN
MASONRY WALL PER
FOR WOOD OR
PLAN
KNOCK OUT COURSE
MASONRY
tl,. ABOVE AND SP1 CLIPS
(GEO GABLE END AT VALLEY FRAMING
CONNECTION TO TRUSS
3/4"=1'-0"
O2x
OT SEE ARCH ELEVATION OPENING
STUDS @ 16" O.C. FOR KNEE WALL
F
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
` ` O
l
ROOF SHEATHING FOR STRAP
3/16" x 2 1/4"
� F
CONT. ROOF SHEATHING NAIL PER PLAN �� _
1
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
DOTO
TOP CHORDS OF TRUSSES BELOW WHEN
REQ'D.
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
1'
BELOW AND CONNECT w/ HTS20 @ 32" O.C. D \
E
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
(2) 2x #2 SYP SEE PLAN
J
� t
2x PLATES OVER ROOF DECK PER VALLEY
2x4
3/16" x 3 1/4"
12" O.C.
FRAMING DETAIL
2x6/1
" x
I B
=i G
DOUBLE TOP PLATE
2x8
\ I K
C H
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR
I PER PLAN)
\, B
);
RAFTER I
( 2x4 SPF #2 KNEE WALL
(2)-16d NAILS @ 12"
�
} 1 ` E
COMMON TRUSS PER PLAN OR CONY. FRAMING w/
O.C.
2 1 /2"
STRUCTURAL SHEATHING PER PLAN AND ROOF
1,
\ G
,\
FINISH PER ARCHITECTURAL PLANS
.� E
ROOF TRUSSES PER PLAN OR CURVED
OCURVED
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
( TOP OF WALL TO
NAILED @ 6" O.C. STAGGERED G
O.C. & 6" FROM EACH
FOR FRONT WINDOW IF RE 'D
DORMER FRAMING DETAIL N E. Q
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
1/2"=1'-0" 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI
0
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3/4"=1'-0"
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
WINDOW/DOOR
OPENING SIZE AND
LOCATION PER PLAN
(TYP).
MASONRY WALL PER
PLAN (TYP).
P.T. BUCKS PER
SCHEDULE
1/2"=V-011
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
P.T. BUCK FASTENER SCHEDULE
LAST STUD OF
SIZE
TAPCONS
SPACING # ROWS
1x4
3/16" x 2 1/4"
12" O.C.
1
SPACING
3/16" x 2 1/4"
121,
REQ'D.
1x8
3/16" x 2 1/4"
12" O.C.
2
(2) 2x #2 SYP SEE PLAN
(2) 2x #2 SYP SEE PLAN
WALLS SHALL BE
8d
2x4
3/16" x 3 1/4"
12" O.C.
1
2x6/1
" x
2x8
3/16" x 3 1/4"
12" O.C.
2
NOTES:
1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF
WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE
4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
OF BUCK.
2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
STRUCTURE BY OTHERS IN THIS CASE.
3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
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
SHEARWALL & EXTERIOR WALL SHEATHING
LAST STUD OF
NAIL
VERTICAL
HORIZONTAL
FIELD
BLOCKING
KNEE WALL JOINING
SIZE
SPACING
SPACING
I (2) 2x TOP PLATE
REQ'D.
UP TO MAIN HOUSE
0ONQ�
Z
W Q O:Z�.Q
(2) 2x #2 SYP SEE PLAN
(2) 2x #2 SYP SEE PLAN
WALLS SHALL BE
8d
3" O.C.
3" O.C.
I FOR BEAM SIZE (ONLY
FOR BEAM SIZE
ATTACHED TO MIN.
( IF OPENING PROVIDED
(2) 2x FULL HEIGHT
I PER PLAN)
WALL STUDS W/
( 2x4 SPF #2 KNEE WALL
(2)-16d NAILS @ 12"
W/ STUDS @ 16" O.C.
O.C.
2 1 /2"
W/ STRUCTURAL
I
1/2" x 8" ANCHOR BOLT
SHEATHING FROM
OR TITEN HD @ 32"
( TOP OF WALL TO
O.C. & 6" FROM EACH
BOTTOM OF WALL.
END
ATTACHED PER
2x PT BOTTOM
NAILING SCHEDULE
PLATE
OTHERWISE SP2 CLIPS
BUILDER FRAME
PRECAST LINTEL OR
• EACH STUD TO BEAM
RADIUS AS REQ'D
KNOCK OUT COURSE
tl,. ABOVE AND SP1 CLIPS
EACH STUD TO
MASONRY WALL
BOTTOM PLATE
__ KNEEWALL AT MASONRY WALL
fiFO
SHEARWALL & EXTERIOR WALL SHEATHING
SHEATHING
NAIL
VERTICAL
HORIZONTAL
FIELD
BLOCKING
REQUIRED
SIZE
SPACING
SPACING
SPACING
REQ'D.
7/16"
0ONQ�
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STRUCTURAL 1
8d
3" O.C.
3" O.C.
12" O.C.
EDGES
SHEATHING
HORIZ. EDGE NAIL SPACING
•
NOTE:
PROVIDE BLOCKING
@ ALL SHEATHING
EDGES.i i
3/4"=1'-0"
O
W •
' •
w MID -SPAN WALL
BLOCKING U.N.O.
' SEE PLAN FOR
NAIL SPACING REQUIRED STUD
@ 12" IN FIELD SPACING
• STRUCTURAL SHEATHING
• FOOTER PER PLAN
. . . . . . . . . .
BUILT UP STUD SEE PLAN FOR REQUIRED ANCHOR BOLT
COLUMN EACH END SPECIFICATIONS
OF SHEAR WALL HOLD DOWNS AS REQ'D. PER PLAN
PER PLAN
WO TYPICAL SHEAR WALL SEGMENT
-C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
RE. ELEV
FOR O.H.
3/4"=1'-0"
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
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DATE: 05/23/18
SD1
SIMPSON.-
DIAGONAL
IMPSON,, -DIAGONAL TO BEAM
SIMPSON HGA10 @ 48"
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END BRACING CHART
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@ 16" O.C. MIN (2) TRUSS BAYS
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2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x
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***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***
aE0 GABLE END @ FLAT CEILING CONNECTIONS
3/4"=1'-0"
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NOTE: PROVIDE ADDIT'L
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MANU.'S DRAWINGS;
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NO BRACE REQUIRED
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7'-0" < H :E 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H!:-18'-8"
STRONGBACK W/ (2) 2x4 BRACE
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GABLE END BRACING
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GABLE VERTICAL
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MORE INFO. F- DATE: 05/23/18
z
w
TYPICAL HEADER DETAIL w
150 MPH EXP. B _
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
FO
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150 MPH EXP. B _
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
NOTE:
PLATE LENGTHS MUST
BE AT LEAST 8'-0"
LONG. TYP.
TOP SPLICE @ -
DOUBLE 2X4 TOP
PLATE
ATTACH 2x4 STUDS TO
TOP PLATE W/ (3) 12d
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
PIPE OR DUCT W/
(2) 10d NAILS @ 3" O.C. -
PENETRATION OF
WITHIN 48" OF SPLICE
MORE THAN 50% OF
THEN (2) ROWS 10d NAILS
TOP PLATE WIDTH
@ 8" O.C. OTHERWISE
INSTALL SIMPSON
PANEL W/ (2) 10d NAIL:
PSPN516Z W/ (12) 16d
@ 8" O.C. (FOLLOW
NAILS TYP. TOP & BOT.
NAILING
(SOLID BLOCK W/ 2x6)
ATTACH 2x4 STUDS TO -
(2) 10d NAILS @ 3" O.C.
TOP PLATE W/ (3) 12d
WITHIN 48" OF SPLICE
TOE -NAILS TYPICAL AT
THEN (2) ROWS 10d
ALL LOCATION
NAILS @ 8" O.C.
1T it 1T 17
OTHERWISE
2x4 WALL BEYOND
NAILS @ 3" O.C.
AGAINST 2x8 STUDS
48,
ATTACHED PER
VERIFY IF REQUIRED
0 � U_ =
❑a
M/N
(WF08/SD3)
D01 TYPICAL SHED ROOF DETAIL
.
w o@
3" O.C. IN HORIZONTAL CONDITIONS
ATTACH 2x8 STUDS TO -
IN FIELD. FASTEN TOP
T
--
TOP PLATE W/ (4) 12d
tL to z = ®
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
III
III I I I I
WALL SHEATHING
TOE -NAILS TYPICAL
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III
III I I I I I I
AT ALL LOCATION
TYPICAL TOP PLATE SPLICE @ BRG. WALL
3/4"=1'-0"
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &
Y YSTEM42 / FLAT
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
PLATE
TOP PLATE TO FRAME
BEYOND
WALL OR PRE -
PROVIDE 2x4 ON TOP
ASSEMBLED WALL
OF 2x8 TO PAD OUT
PANEL W/ (2) 10d NAIL:
TOP PLATE. ATTACH
@ 8" O.C. (FOLLOW
W/ (2) 10d NAILS 3" O.C.
NAILING
(SOLID BLOCK W/ 2x6)
REQUIREMENTS THIS
W/ (2) 1/4" X 3%" SIMPS. T-0" MAX
DETAIL FOR ALL TOP
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
PLATE SPLICE
LOCATIONS)
TOP SPLICE —�
DOUBLE 2x8 TOP
PLATE
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
2x DBL TOP PLATE
�- PRE -ENG. ROOF
1 SHEATHING INSTALLED VERTICALL
AT FLOOR SYSTEM (I -JOIST OR S
BEYOND
2
OR HORIZONTALLY
SEE PLAN FOR
TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @
CONNECTION
F1 SECTION @ DOUBLE BEARING
00
z
3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO.
TO GABLE END STUDS
- - - -
W/ (2) 1/4" X 3%" SIMPS. T-0" MAX
v O = O
NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d
FASCIA PER
- - - - -
I
TO MASONRY w/ 2x4 PT
1T it 1T 17
WALL SPLICE, FIELD
w z _ Q
NAILS @ 3" O.C.
ROOF TRUSSES @ 24"
5
I I I I I V__j
VERIFY IF REQUIRED
0 � U_ =
❑a
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS
SHINGLE ONLY
D01 TYPICAL SHED ROOF DETAIL
.
w o@
3" O.C. IN HORIZONTAL CONDITIONS
IN FIELD. FASTEN TOP
T
--
PLATE TO VERTICAL STUDS i
tL to z = ®
NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.
III
III I I I I
WALL SHEATHING
O M
U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III
III I I I I I I
SPLICE, SEE SPLICE
-5O
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO
III
III I I I I I
DETAIL. MAX 1/8"
w w
HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &
III
OPENING
III I 4 II
SPACE BETWEEN
w U)
BOTTOM
III
I I II II II
PANELS
X
III
3
III I 11 11
CMU @ 32" O.C. MAX i
J
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM t
TYP.
BUILDER. REFER TO
PLATE W/ (3) 12d NAILS @
O
EXTERIOR SHEATHING
11
AROUND
I I ( I 1 1 I 11
2x STUDS BEYOND,
"-
SPECIFICATIONS
I11
OPENING
III I I 11 I I
SEE PLAN FOR MORE
w w
PROVIDE PIECE OF
III
(15 SO HEADER @ POCKET SLIDER
INFO
� z � O
SHEATHING BETWEEN
_ _
7I T
I I I I I I
w= "'
EXTERIOR WALL
III
I I I I I I
111
s �- >- O
SHEATHING & BLOCKING.
11
L I I I I I I I I
11L_�I__1L__IL
_j w 0�
�_ I -O
SHEATHING TO HAVE
v)m
SAME THICKNESS&
LL U-
0 LL
STRENGTH ORIENTATION
FLOOR SYSTEM
AS EXTERIOR WALL
-----
---------SHEATHING
2x BOTTOM PLATE
U_
STUD PER PLAN
JOINT, MAX. 1/8" GAP
CUT TO FIT
OPENING SIZE
1
01
BEYOND SEE PLAN
2x6 BLOCKING PLACED
(2) ROWS OF 8d NAILS
SHEATHING DIAGRAM
FLATWISE W/ (2) 16d
@ 3" O.C. TOP & BOT.
F1 EXTERIOR
SHEATHING SCHEDULE
NAILS EACH END
OF SHEATHING SPLICE
SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL
SEE ROOF SHEATHING,
PLAN NAIL PER PLAN (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE
@ EACH STUD (2) 12d NAILS @
EACH END
PRE-ENGINEER6 SIMPSON LSTA30 W/
ROOF TRUSS - SEE (22) 10d NAILS (ALL z
FRAMING PLAN FOR CORNER CONDITIONS g
SPACING _E
EXTERIOR SHEATHING STRAP AROUND w
SEE PLAN FOR NAIL PER PLAN TALLER STUD)co V
CONNECTION
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
SPACING. MIN (2) 2x
UNDER GIRDER TRUSS
U.N.O.
2x BLOCKING
SIMPSON LSTA24 EACH
STUD
2x BRG WALL, SEE
�- PRE -ENG. ROOF
PLAN FOR STUD SIZE &
TRUSS PER PLAN
SPACING. MIN (2) 2x
(4) 10d NAILS FOR
UNDER GIRDER TRUSS
SEE PLAN FOR
U.N.O.
CONNECTION
F1 SECTION @ DOUBLE BEARING
3/4"=1'-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
BEAM INTO LONG SPAN AS INDICATED ON BEAM
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
STRAP IS NOT REQUIRED.
PT. POST (AS NOTED)
EXT. AS NOTED
LAP BEAM PLYS AND
NAIL AS SHOWN (5)
0.131 x 3 1/4" NAILS
PER PLY
HTS20 CLIP FROM
POST TO BEAM
EXTERIOR BEAM AS
NOTED PLAN VIEW @ TOP OF POST
PT POST (AS NOTED)
ABU POST BASE
(AS NOTED)
c 5/8" THREADED ROD w/
o. NUT SET IN ADHESIVE
a II
�/-� /SEE FOUNDATION
a -X PLAN FOR ADDITIONAL
INFO
SIDE VIEW @ BASE OF POST
(C&0�\CORNER COLUMN FRAMING
SEE FLOOR PLAN FOR
MORE BRG. WALL INFO
(2) 2x TOP PLATE
ATTACH 2x TO —
BUILT-UP W/ (2)
ROWS OF 10d NAILS
STAGGERED @ 8"
O.C.
F18\ STEP @ BEARING FRAME WALL
2x6 SYP #2 LEDGER.
TO STUDS w/ (2) 1/4" X
4%" SIMPS. SDS
SCREWS @ 16" O.C.
MAX.;
EXTERIOR WALL/TRUSS TO GABLE END STUDS
W/ (2) 1/4" X 3'/" SIMPS.
�IL SDS SCREWS @ 16"
O.C. MAX.;
TO MASONRY w/ 2x6
12 PT SYP #2 LEDGER w/
(2) 1/4" x 2 3/4"
4 (MIN.) TAPCONS AT 12" O.C.
SIMPSON H3 CLIP
D02 LEDGER @ LOW ROOF
'
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
(4) 10d NAILS FOR
TO STUDS OR BEAM w/
CONV. FRAMED
'/z
(2) 1/4" X 4' SIMPS.
MEMBERS ONLY
SDS SCREWS @ 16"
00
O.C. MAX.;
�Z
i 0> U A- � �i `�
TO GABLE END STUDS
o
Z
W/ (2) 1/4" X 3%" SIMPS. T-0" MAX
4. w 2:
SDS SCREWS @ 16"
FASCIA PER
O.C. MAX.;
COMMUNITY SPECS
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
D01 TYPICAL SHED ROOF DETAIL
.
PLATE
i v- PLATE
TO EACH PLY OF BUILT
UP COLUMN BELOW W/
(2) 10d NAILS
TOP PLATE CORNER TRANSITION
1'
°-° 0 0 0 0 0 0-° D= NAIL SPACING
° ° ° ° ° ° ° PER NOTE #2
M N IT
M I D 1 1 SHEATHING PER PLAN
WALL DOUBLE TOP I D/2
PLATE PER PLAN
DOUBLE NAIL EDGE SPACING
SHEATHING PER PLAN 3/8" S= NAIL SPACING
S S PER NOTE #1
M = L j —
SINGLE NAIL EDGE SPACING
NOTE:
MIN 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE
EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR
HORIZONTALLY
1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND
MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP
BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED
NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS
ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE
REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
NOT USED
2x6 COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY. I
FASTEN w/ (5) 10d COMMON I
NAILS @ EACH END (TYP.)
2x6 RAFTER TO 2x8 RIDGE I
BOARD W/ A35 ON ONE SIDE I
OF RAFTER. ATTACH A35 ON
ADJ RAFTER TO OPP SIDE
(AS SHOWN)
I
FASTEN SYP OR SPF 2X6 (MIN.
WIDTH) PLATE THRU O.S.B Ly
SHEATHING (THICKNESS PER <<��
PLAN) TO PRE -ENG TRUSS
BELOW W/ 1/4"x4-1/2"
SIMPSON SDS SCREWS 2x6
PLATE TO TOP CHORD OF
EACH TRUSS BELOW 2x6's @ 24"
O.C. MAX.
CF01 FIELD FRAMED VALLEY DETAIL
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 L 1 1/2" EDGE
10d x 3 COMMON
❑ 2 1/2" Z
z III
w1 1/2" w N
C ( N N
N �
I `y 10d x 3" COMM(
SIDE 3" COMMON OPP. —� z
Il U
z
aco
U
co
(2) 2x4's (2) 2x6's
FO TYPICAL BUILT-UP STUD COLUMN DETAIL
2x SCAB w/ 10d NAILS
@ 4" O.C.
PER -ENG TRUSSES
PER PLAN
TRUSS CONNECTION
PER PLAN
CMU WALL PER PLAN
10d x 3" COMM(
OPP. SIDE
(2) 2x COLUMN
2 1/2" EDGE
BUILDER NOTE:
SOFFIT FRAMING NOT
REQUIRED WITH ALUMINUM
OR VINYL SOFFITS
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
(2) 2x8's
<F�C ti S
Op S'
0
OUTSIDE (2) 2x4's
z
w
v
.+
C
U
a
O
z
U
Q
0-
5o
EDGE DISTANCE
PER DETAIL
INSIDE PLY NAILS NAILED AT 8" OIC
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4) 10d x 3"
NAILS AT JOINT
2x SCAB w/ 10d NAILS —�
@4"O.C. .
PER -ENG TRUSSES 2x FASCIA
2x FASCIA PER PLAN
(2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS
LEDGER PER PLAN TO LEDGER
2x4 PT LEDGER W/
1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d
2x FRAME WALL PER NAILS @ 16" O.C.
O.C. PLAN
CFF FI F\/ FnR SEE ELEV FOR
CONDITION@ CMU WALL
TYPICAL SCAB OVERHANG
3/4"=1'-0"
JPS'
- 2X8 RIDGE BOARD
- FASTEN CONV. 2x VALLEY RAFTER
FRAMING (OR PRE -ENG VALLEY TRUSSES)
TO 2x PLATE WITH SIMPSON MTS12 OR
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA.
RAFTER TO PLATE CONN.
O.H. SIZE
CONDITION @ FRAME WALL
NOT USED
10dx3"
10d x 3" OPP. SIDE
kNCE PER
STRUCTURAL
SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 #2 SYP CONT. W/
(2) 16d COMMON
NAILS EA. STUD OR
TRUSS MEMBER,
TYP. (MAX. 24" O.C.).
IF MASONRY, USE (2)
1/4" TAPCONS W/
MIN. 2" EMBED. @ 24"
O.C.
TRUSS OR ROOF
SYSTEM
WOOD/MASONRY
WALL OR TRUSS,
SEE PLAN
3/4"=1'-0" I 11 1 '-U" I "'"1\"_�
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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2x8 SYP #2 P.T. VERTICAL @
16" O.C. FASTEN EXT.
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.
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BUILDER. REFER TO
PLATE W/ (3) 12d NAILS @
MANUFACTURER'S
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WRITTEN
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SPECIFICATIONS
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SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED -
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
SEE STANDARD
CONNECTOR NOTES
BEARING
SEE PLAN
SEE ARCHITECTURAL
PLAN FOR OVERHANG
INFO
WINDOW AS -�
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING -
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10, -
WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
J� BEARING
BOND BEAM [a
lid.
LINTEL AS PER PLAN
WD. HD. HT.
SEE PLAN
DBL. TOP PLATE
HDR. PER PLAN
MIN 2x4 SPF #2 STUDS
@ 16" O.C. SEE PLAN
FOR MORE INFO.
INT. FINISH PER PLAN
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION i
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ I i
FT MAX: DRAFT
STOPPING MATERIALS
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
PRE-ENGINEERED
ROOF TRUSSES AT 24"
O.C.
TYPICAL TRUSS TO I SIMP. HTT4
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
FRAME CONNECTION. W/(18) 16d x 2z" NAILS
SEE STANDARD TO POST (U.N.O. ON
CONNECTOR NOTES FRAMING PLAN) & 8"
ALL THREAD W/7" MIN. \
REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30
BUILT-UP COLUMN BEAM USING SIMP. STRAP CENTERED W �— FLOOR TRUSS SEE TO BOT. (RIBBON/
INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN
PLAN AND GIRDER/BEAM FRAMING PLAN FOR BEAM) ATTACHED PER
PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE.
SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS (2) 2x SILL AT WINDOW
SHEET FOR MORE INFO NAILS FLOOR GIRDER OR W/ 2x CRIPPLE STUDS
SYSTEM INSTALL COL. EVEN WITHIN
KNEEWALL &PROVIDE FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO
SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d
UNDER COLUMN NAILS @ 8" O.C. THEN
ABOVE fi-so-kTYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. (d) HIGH BEAM STUDS @ 16" O.C.
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN
WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER
LATERAL LOADS
NAILING SCHEDULE SIMPSON LSTA24
STRAP W/ (22) 10d
NAILS. BEND STRAP
OVER TOP PLATE MAX.
3", THEN RUN DOWN
FACE OF JAMB STUDS/
HEADER
EXTERIOR SHEATHING
FROM TOP OF WALL
BAND JOIST & BLKG
OR LVL GIRDER
PRECAST SILL OR SILL
3/4"=1'-0"
PER WINDOW
2x 2ND FLOOR STUDS
MANUFACTURER
MTSC40 POST ABV. TO
WRITTEN
(2) SIMPSON LSTA18
SPECIFICATIONS
CONTINUOUS FROM
EXT FINISH PER PLAN
PROVIDE SOLIDA
VERT REINF. BEYOND
'.a
FLOOR W/ (14) 10d
MASONRY WALL PER j
SEE FLOOR FRAMING
PLAN
'
PLAN FOR FLOOR
ROWS 1/4"x3" SDS
FIN. FLR.
SYSTEM INFO.
0'-0" •-
REFER TO PLAN FOR
00
GRADE _ ..� ✓ \
DBL. TOP PLATE
HDR. PER PLAN
MIN 2x4 SPF #2 STUDS
@ 16" O.C. SEE PLAN
FOR MORE INFO.
INT. FINISH PER PLAN
2x BOTTOM PLATE W/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION i
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ I i
FT MAX: DRAFT
STOPPING MATERIALS
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
PRE-ENGINEERED
ROOF TRUSSES AT 24"
O.C.
TYPICAL TRUSS TO I SIMP. HTT4
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
FRAME CONNECTION. W/(18) 16d x 2z" NAILS
SEE STANDARD TO POST (U.N.O. ON
CONNECTOR NOTES FRAMING PLAN) & 8"
ALL THREAD W/7" MIN. \
REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30
BUILT-UP COLUMN BEAM USING SIMP. STRAP CENTERED W �— FLOOR TRUSS SEE TO BOT. (RIBBON/
INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN
PLAN AND GIRDER/BEAM FRAMING PLAN FOR BEAM) ATTACHED PER
PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE.
SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS (2) 2x SILL AT WINDOW
SHEET FOR MORE INFO NAILS FLOOR GIRDER OR W/ 2x CRIPPLE STUDS
SYSTEM INSTALL COL. EVEN WITHIN
KNEEWALL &PROVIDE FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO
SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d
UNDER COLUMN NAILS @ 8" O.C. THEN
ABOVE fi-so-kTYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. (d) HIGH BEAM STUDS @ 16" O.C.
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN
WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND
BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER
LATERAL LOADS
NAILING SCHEDULE SIMPSON LSTA24
STRAP W/ (22) 10d
NAILS. BEND STRAP
OVER TOP PLATE MAX.
3", THEN RUN DOWN
FACE OF JAMB STUDS/
HEADER
EXTERIOR SHEATHING
FROM TOP OF WALL
BAND JOIST & BLKG
OR LVL GIRDER
FLOOR SHEATHIN
3/4"=1'-0"
HEADER
2x 2ND FLOOR STUDS
HEADER
MTSC40 POST ABV. TO
SEE PLAN FOR MORE
(2) SIMPSON LSTA18
POST BELOW U.N.O.
CONTINUOUS FROM
STRAPS CENTERED @
PROVIDE SOLIDA
A
FLOOR W/ (14) 10d
BLOCKING WITHIN FLR.
SEE FLOOR FRAMING
NAILS
SYSTEM TO MATCH
PLAN FOR FLOOR
ROWS 1/4"x3" SDS
COL. DIMENSION
SYSTEM INFO.
(2) 2x SPF TOP PLATE
REFER TO PLAN FOR
3", THEN RUN DOWN
U.N.O. ON PLAN
BUILT-UP COLUMN
FACE OF JAMB STUDS/
ATTACH 2x STUDS W/
INFO.
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" O.0
i FLOOR PLAN FOR MIN.
STRAPS CENTERED @
FLOOR PLAN FOR MIN.
BEARING WALL PER
FLOOR W/ (14) 10d
HEADER SIZE & REQ'D
PLAN BEYOND
NAILS '
01 JAMB STUDS
COLUMNS
EXTERIOR SHEATHING
(2) SIMPSON LSTA18
MID -HEIGHT BLOCKING
(2) SIMPSON META16
STRAPS CENTERED C
PER BEARING WALL
FLOOR TRUSS TO
FLOOR W/ (14) 10d
SCHEDULE
MASONRY WALL
NAILS
LOWER: (1) 2x SILL
BEAM) ATTACHED PER
(3) 2x STUD PACK -
COLUMN BASE
EXT. SHEATHING
ATTACH PER NAILING
CONNECTION PER
FLUSH W/ FACE OF
SCHEDULE
PLAN
MASONRY ATTACHED
PLATE W/ (2) 10d
LESS THAN 4FT:(1) 2x
PER NAILING
ATTACH 2x STUDS W/
REFER TO
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.0
FOUNDATION PLAN
1/8" GAP BETWEEN
LESS THAN 4FT:(1) 2x
FOR FTG.
SHEATHING AND
SILL PLATE W/ (2) 10d
INFORMATION
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
CLIPS EACH SIDE W/ 2x
MASONRY WALL PER
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
CRIPPLES @ 16" O.C.
PLAN
SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16
MIN THICKNESS SHALL 4S�O3 TYPICAL TWO STORY COL. @ GIRDER I NVS09� 2nd FLOOR CORNER FRAMING ATTACHMENT
1/GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0"
15
15/32"" OR 7/16" OSB.
ATTACH TO FLOOR
(3) 2x STUDS
CALIFORNIA CORNER A -A
�"— (4) 2x STUDS
STANDARD CORNER A -A
ATTACH SILL W/ (2) 10d
3/4"=1'-0" TOENAILS AT EA. END
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
CLIP AT EA. END FOR
OPENINGS GREATER
THAN 4' BUT LESS
THAN 6'
SIMP. HTT4
W/ (18) 10d x 22" NAILS
TO POST (U.N.O. ON
FRAMING PLAN) & $"
ALL THREAD W/ 7" MIN.
EMBEDMENT INTO TIE
BEAM USING SIMP. SET
EPDXY
NOTE:
WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN
WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND
BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER
LATERALLOADS
SOLID SHEATHING @
FLOOR SHEATHIN
SOLID SHEATHING @
HEADER
TRUSSES TO BE P.T. IF
HEADER
SIMPSON SP4 W/ (6)
F�<4
SCHEDULE
F SIMPSON SP4 W/ (6)
10d x1-1/2" @ 24" O.C.<<S
CONTINUOUS FROM
10d x1-1/2" @ 24" O.C.
SyFFj (USE SP6 @ 2x6 STUDS
SIMPSON LSTA24
HEFT (USE SP6 @ 2x6 STUDS
& SP8 @ 2x8 STUDS)
STRAP W/ (22) 10d
& SP8 @ 2x8 STUDS)
PLAN
NAILS. BEND STRAP
ROWS 1/4"x3" SDS
(2) 2x SPF TOP PLATE
OVER TOP PLATE MAX.
(2) 2x SPF TOP PLATE
1 U.N.O. ON PLAN
3", THEN RUN DOWN
U.N.O. ON PLAN
CONNECTION
FACE OF JAMB STUDS/
HEADER - SEE 2ND
HEADER
HEADER -SEE 2ND
i FLOOR PLAN FOR MIN.
IS INDICATED, BASE STRAPS ARE REQ'D ON
FLOOR PLAN FOR MIN.
HEADER SIZE & REQ'D
PLAN FOR MORE INFO
HEADER SIZE & REQ'D
JAMB STUDS
01 JAMB STUDS
EXTERIOR SHEATHING
FROM TOP OF WALL
IF HEADER IS UPSET
TO BOTTOM OF FLOOR
AND WINDOW IS
SYSTEM (RIBBON /
LOWER: (1) 2x SILL
BEAM) ATTACHED PER
IF HEADER IS UPSET
PLATE W/ (2) 10d
NAILING SCHEDULE.
AND WINDOW IS
TOENAILS. EXT.
LOWER: (1) 2x SILL
HEADER OPENINGS
PLATE W/ (2) 10d
LESS THAN 4FT:(1) 2x
TOENAILS. EXT.
SILL PLATE W/ (2) 10d
HEADER OPENINGS
TOENAILS. OPENING
LESS THAN 4FT:(1) 2x
LARGER THAN 4FT: (2)
SILL PLATE W/ (2) 10d
2x SILL PLATE W/ A35
(2) 2x SILL AT WINDOW
TOENAILS. OPENING
CLIPS EACH SIDE W/ 2x
W/ 2x CRIPPLE STUDS
LARGER THAN 4FT: (2)
CRIPPLES @ 16" O.C.
AT EA. END NAILED TO
2x SILL PLATE W/ A35
W/ (2) 10d TOENAILS
STUD PACK W/ 10d
CLIPS EACH SIDE W/ 2x
T&B (PLYWOOD
NAILS @ 8" O.C. THEN
CRIPPLES @ 16" O.C.
SHEATHING REQ'D
STUDS @ 16" O.C.
W/ (2) 10d TOENAILS
T&B)
ATTACH SILL W/ (2) 10d
T&B (PLYWOOD
SEPARATE SHEATHING
TOENAILS AT EA. END
SHEATHING REQ'D
T&B)
UNDER WINDOW
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
CLIP AT EA. END FOR
OPENINGS GREATER
BUT LESS
THAN THAN 6'
2x TOP & BOT.
RIBBONS, CONT.
NOTE: ALL FLOOR
FLOOR SHEATHIN
PER PLAN ATTACI
TRUSSES TO BE P.T. IF
PER NAILING
ATTACH PER NAILING
SCHEDULE
NO MOISTURE BARRIER
2x4 #2 SYP BLOC K
CONTINUOUS FROM
@ 48" O.C. W/ (2) 1
TOP OF TOP PLATE TO
(FELT PAPER OR SIM) IS
BOTTOM PLATE.
�, w
BEARING WALL PER
PROVIDED
PLAN
AGAINST TRUSS
ROWS 1/4"x3" SDS
VERTICAL @ 48" C
DOUBLE BOTTOM
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 ON
FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5
BELOW JAMBS
IS INDICATED, BASE STRAPS ARE REQ'D ON
MASONRY WALL SEE
BOTH SIDES OF THE WALL
PLAN FOR MORE INFO
SO HEADER CONNECTION @ 2nd FLOOR
TRUSS W/ 8d NAILS AT FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN
16" O.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING
BOTTOM CHORDS FRAMING NOTES 2x STUDS , SEE FRAMING NOTES 2x STUDS , SEE NAILING SCHEDULE SCHEDULE
FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE
2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR
AND SEE ARCH PLAN AND SEE ARCH PLAN
@ 48" O.C. W/ (2) 12d SOLID BETWEEN SPACING AND GRADE
TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN
(2 BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE GIRDER TRUSS PER
2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. (MAX) 2x BOTTOM PLATE W/ PLAN
AGAINST TRUSS 2x BLOCKING FOR 2x BOTTOM PLATE W/
VERTICAL R 48" O.C. (1) ROW 8d NAILS @ 3" (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C.
W/ (3) 12d NAILS EACH O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3 ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3"
END TO BOTTOM PLATE/ O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING
TOP CHORD TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE
TOP RIBBON
PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN
OR FIELD FRAME 2x4 2x4) TO TRUSS W/ (4)
KNEE WALL, STUDS @ ) () 16d NAILS; BOTTOM
SYS. 42 FL 2x4 TO TRUSS W/ 4
CONC. SLAB - TRUSSES @ 24" O.C. 16d NAILS; BOTTOM
SEE FOUNDATION6" O.C. W/ (2) 16d NAILS RIBBON TO BE PT IF SEE TRUSS LAYOUT
PLAN FOR MORE INFO (MAX)(M) @ EACH END. TRUSS TO RIBBON TO BE PT IF
BRG DIRECTLY ON CMU BRG DIRECTLY ON FOR HANGER
CMU W/ STRAP PER CMU
STANDARD CONNECTOR (2) ROWS 8d NAILS @ (2) ROWS 8d NAILS @
NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL
MASONRY WALL PER f- (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA.
PLAN I.. O.C. WALL SHEATHING PLAN I.. BOTTOM RIBBON MASONRY OR MTS12 RIBBON
SEE FOUNDATION NOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU WALL TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER
3/4"=1'-0"
(1) SIMPSON LSTA30
STRAP CENTERED
BETWEEN COLUMN
AND GIRDER/BEAM
BELOW W/ (22) 10d
NAILS
SEE FRAMING PLAN
FOR FLOOR
CONNECTION
FLOOR GRIDER OR
BEAM
HEADER CONNECTION a- 2nd FLOOR HIGH BM
ACCOMMODATE
3/4"=1'-0"
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP CHORD
STRAP
FLOOR SHEATHIN
PER PLAN ATTACI
SHEATHING PER PLAN
PER NAILING
ATTACH PER NAILING
SCHEDULE
SCHEDULE,
2x4 #2 SYP BLOC K
CONTINUOUS FROM
@ 48" O.C. W/ (2) 1
TOP OF TOP PLATE TO
TOENAILS EACH E
BOTTOM PLATE.
�, w
BEARING WALL PER
2x4 #2 SYP ANGLE
PLAN
AGAINST TRUSS
ROWS 1/4"x3" SDS
VERTICAL @ 48" C
DOUBLE BOTTOM
W/ (3) 12d NAILS E
PLATE
END
(2) H5 EA. FLOOR
Q
TRUSS TO DOUBLE
BOTTOM PLATE, SLIT
FLOOR TRUSSES
FLOOR DECKING TO
PLAN
ACCOMMODATE
3/4"=1'-0"
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
(1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM PLATE/
TOP CHORD
STRAP
rn
ATTACH TRUSS
���
o
BOTTOM CHORD TO
Y
o
�, w
6•itJ�j
BEAM BELOW W/ (2)
2x RIBBON OR
—;z
ROWS 1/4"x3" SDS
BLOCKING W/ (4) 16d
BEAM PER PLAN
SCREWS @ 12" O.C.
OR (3) 16d TOENAILS
O z
MAX
OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED `— TRUSS PER PLAN
TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTIONfiSl`�TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION
FLOOR SHEATHING SHEATHING PER PLAN
PER PLAN ATTACHED ATTACH PER NAILING
PER NAILING SCHEDULE
SCHEDULE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
(1) ROW 8d NAILS @ 3"
FLOOR TRUSSES PER O.C. WALL SHEATHING
PLAN TO BOTTOM PLATE/
TOP RIBBON
2x SYP #2 RIBBON (MIN
U. z 2x4) TO TRUSS W/ (4)
w 16d NAILS; BOTTOM
w RIBBON TO BE PT IF
BRG DIRECTLY ON
CMU
(2) H2.5A TRUSS TO -�
BEAM U.N.O. (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
TO BOTTOM RIBBON
BEAM PER PLAN
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
PERPENDICULAR TRUSS TO DROPPED BEAM
JOIST
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRTE SLAB
PERMITTED
z
a-
m m
w
a
SLOPE w
SEE WS10/SD4 FOR
fj
ADDITIONAL INFO
(BFO'1 SECTION AT BALCONY
3/4"=1'-0"
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
VERTICAL (MIN. 2" FROM
TOP & BOTTOM)
NOT USED
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0"
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
PARALLEL TRUSS TO DROPPED BEAM
3/4"=1'-0" I � 3/4"=1'-0" I
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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2x BRG WALL W/
SIMPSON SP2 @ TOP &
SP1 @ BASE. LSTA18
OR MTS12 MAY BE
USED @ BASE
EXTERIOR SHEATHING
ATTACH PER NAILING
SCHEDULE
(2) 2x4 #2 SYP
BLOCKING W/ SIMPSON
HUC24-2 EACH END,
USE (4) 10d & (2) 10d
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 W/ HUC26-2.
2x8's MIN. SPF #2 @ 16"
O.C. MAX W/ MID POINT
BLOCKING (U.N.O.)
2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ MSTAM24 EA. SIDE OF
12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR
USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL
OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d
BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2
2x BLOCKING W/ (2) 12d
TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) 3/4" TAPCONS PER
STRAP; CENTER
CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN
2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND
12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d
TOENAILS EACH END FLOOR TRUSS PER FRAME WALL
3/4" FLOOR SHEATHING (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE
ATTACHED PER BLOCKING W/ SIMPSON SIMPSON HTT4 AT
NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS
USE (4) 10d & (2) 10d INSTEAD OF INDICATED
NAILS. UNDER EXTERIOR FLAT STRAP.
WINDOW JAMBS USE J,SEE PLAN INTERIOR FLAT STRAP
A k SEE PLAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT
JAMB STUD CONDITION
LOW ROOF TRUSS SEE
TRUSS PLAN FOR SEE ARCHS FOR —�
LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND
TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH
N MASONRY USE
CONNECTIONS
OON A S @ O.C. OR MASONRY (SHOWN) MASONRY WALL PER -
MASONRY (SHOWN) OR WOOD WALL PER PLAN
OR WOOD WALL PER ON WOOD USE HGA PLAN
PLAN CLIPS @ 24" O.C.)
JI SECTION @ RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS
- 4
(2) 2x SYP #2
BUILT-UP STU[
COLUMNS
1/2"= 1 1-0..
3ER BY OTHERS
3S PER PLAN
3ER PER PLAN
(2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT
ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN
w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS
LEDGER @ GIRDER
3/4"=1'-0"
1/2"=11-0"
•
EXT. FINISH PER
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WALL SE
ARCHS
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I
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PLAN FOR MORE INFO.
r--------------------------,
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I
(
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ITRUSS
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I
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•
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2 3/4" EMBED. @ 32" O.C. & 3"
PLATE W/ 1/2" EPDXY
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FROM EA.END
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I
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I
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END
--------
AND CMU
d
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•
CONT. #5 IN TIE BEAM
f EXT. FINISH PER
ARCHS
OPT. TRUSS
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IDE T. USE (4)
WALL SPLICE DETAILS
EXTERIOR SHEATHI`
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r--------------------------,
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I
TRUSS
TRUSS SHOP
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I
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--------
2x8 SYP#2 LEDGER W/
---
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SEE 2NC
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@ 12" O.C.
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TO STUDS W/ 3-16d
@ EA. STUD.
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ALIGN 2ND FLOC
TOE NAILS.
STUDS w/ 1 ST FL
ROOF AND EXTERIOR
STUDS
SHEATHING
TOENAILS EACH SIDE
ATTACHED PER
(2) 2x SPF#2 BAS
NAILING SCHEDULE
PLATE. ATTACH
2X8 #2 SYP CONT.
W/ (2) 16d NAILS
LEDGER W/ (4) 16d
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INTO END OF EA.
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FLOOR TRUSS, 24"
SIMPSON CS18 F
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NAILS AT EA. SIDE OF
PLYWOOD FLOORING —
G.T.)
SEE FLOOR FRAMING
SIMPSON LUS26 OR
(2) 2x TOP PLATE
IF 2 -PLY TRUSS
SIMPSON LUS26-2
SEE PLAN FOR
TRUSS TO LEDGER
BEARING WALL
2x4 SYP#2 BLOCKING
REQUIREMENTS
8" CMU WALL, TYP.
STUDS TO ALIGP
SEE FLOOR
STUDS ABOVE
FRAMING PLAN FOR
MORE INFO. VERIFY
PLAN FOR LOCATION
FLOOR GIRDER SEE
AND DIRECTION gSECTION @ 2 -STORY BRG.
1-1 /2"=1'-0"
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
2x8 #2 SYP SILL PLATE
WI Y2" EPDXY ANCHOR
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W/ MIN. 7" EMBEDMENT
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PLAN
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12
PER PLAN
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PLAN FOR MORE INFO
& CONNECTIONS
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ATTACH PER NAILING 16d NAILS @ 16" O.C.
SCHEDULE 2x4 STUDS @ 16" O.C.
1/2" GYP. BOARD
SIMPSON H10A @
EACH DIAGONAL
BRACE
SEE LD02/SD3
FOR MORE INFO. CS18 EA. STUD ABOVE
TO STUD BELOW W/ 11"
END LENGTHS &
(18)-18d NAILS
2x BOTTOM PLATE,
ATTACH TO DOUBLE
TOP PLATE W/ (2) 1/4" x
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ROWS 6"
IF SHEATHING IS NOT
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WATERPROOFING AND
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ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
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BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
SEE LD02/SD3 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
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NOT REQUIRED
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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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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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SD5
MIN. (3) 2x SYP
STUDS REQ'D (
OF LANDING W
16d NAILS FROI
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PACK
STANDARD (3) 2;
STRINGERS W/
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HEIGHT OF STAIRS
BEAM
JOISTS
SCHEDULE REQ'D @
AT LANDING
4'-0" MAX
(#2 SYP)
END OF LANDING FOR
WIDTH OF LAN NG
2x8
STRINGERS TO
MID SPAN BLOCKING
CONNECT TO. BEAM
TO MATCH JOIST
TO BEAR DIRECTLY ON
DEPTH W/ (3) 10d
BUILT UP COLUMNS
TOENAILS EACH END
BELOW
P
A -A PLAN VIEW @
90 DEGREE TURN LANDING
8'-0"
SEE SCHEDULE FOR MAX WIDTH OF LANDING
MIN. (3) 2x SYP #2
STUDS REQ'D @ EN
OF LANDING W/ MIS
16d NAILS FROM
LEDGER TO STUD
PACK
STANDARD (3) 2X12
SYP #2 STRINGERS
SIMPSON A34 / A35
CLIP TO FLOOR
SYSTEM & LANDING
FRAMING
END OF LANDING FOR SCHEDULE @ LANDING
STRINGERS TO @ 16"O.C. W/ SIMPSON
CONNECT TO. BEAM A35 OR LUS26 HANGER
TO BEAR DIRECTLY ON ON EACH SIDE
BUILT UP COLUMNS
BELOW
A -A PLAN VIEW @ 180 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND
BOTTOM CHORD
I -JOIST PER FRAMING
PLAN W/ SQUASH
BLOCK OR
BEAM/FLOOR TRUSS
PER PLAN
2x12 STRINGERS ONE
ON EACH SIDE AND
ONE @ MID -SPAN A
A34 @ EA. STRINGER
TO LANDING
2x ATTACHED TO
STRINGER
2x12 STRINGERS ONE
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ONE @ MID -SPAN /
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2X8 P.T. SPF #2 (MIN.)
LET -IN FASTEN TO
SLAB USING MIN. (4) 4"
X 3" EVENLY SPACED
TAPCONS @ MIN. END
DISTANCE OF 1-1/2"
A35 @ EA. STRINGER
TO LANDING
SEE ARCHS. FOR MAX.
RISE OF STEPS AND
MIN. TREAD DEPTH
(2) 2X BEAM PER
SCHEDULE @ END OF
LANDING FOR
STANDARD (3) 2X12
STRINGERS W/
SIMPSON A34 CLIP TO
FLOOR SYSTEM
LINE UP 2xJOIST IN
LINE WITH MIDDLE
2x12 STRINGER TO BE
UTILIZED AS BLOCKING
2xJOISTS @ LANDING
@ 16"O.C. W/ SIMPSON
A35 OR LUS26 HANGER
ON EACH SIDE
2xJOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
3/4" PLYWOOD OR OSB
SHEATHING OVER
LANDING ATTACHED
PER GENERAL FLOOR
CONSTRUCTION
NOTES
MID SPAN BLOCKING
TO MATCH JOIST
DEPTH W/ (3) 10d
TOENAILS EACH END
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
2x JOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
STRINGERS TO
CONNECT TO. BEAM
TO BEAR DIRECTLY ON
BUILT UP COLUMN
BELOW.
MIN. (3) 2x4 SPF #2
COLUMN
6" MIN.
10
ro
STAIR WINDER DETAIL
2xJOIST LEDGE
IF ATTACHING'
MASONRY WAL
SIMPSON A35
CONNECTIONS
MASONRY WAL
FRAME WALL BI
PLYWOOD SHEATHING
OVER LANDING
ATTACHED PER
GENERAL FLOOR
CONSTRUCTION
NOTES
BEAM @ END OF
LANDING PER
SCHEDULE
B -B CROSS SECTION OF BEAM TO LEDGER
STRINGERS TO BE
NOTCHED AT LANDING
(3) 16d TOENAILS
PENDING LANDING
HEIGHT AND PLAN
LAYOUT. HEADER
WITHIN SUPPORT
WALL COULD BE
REQUIRED. SEE PLAN
FOR REQUIRED
HEADER AND
SUPPORT
INFORMATION.
2x JOIST (P.T. IF
ATTACHING TO
MASONRY WALL) CONT
LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX.
TO EACH STUD. ((2) 1/4"
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
MASONRY WALL)
WOOD OR MASONRY
WALL SEE PLAN FOR
MORE INFO
2x JOIST PER
SCHEDULE
HEIGHT OF LANDING
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
(3) 2x12
2x8
8'-0"
12'-0"
(2) 2x12
2x6
6-4'
(1) 2x12
(1) 2x8
2x6
4'-0"
PLYWOOD FLOORING
P
(3) 2x12
2x8
8'-0"
11'-0"
(2) 2x12
2x6
6-1)"
(1) 2x12
(1) 2x8
2x6
4'-0"
0
(3) 2x12
2x8
8'-0"
10'-0"
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'4"
O
(3) 2x12
2x12
9'4"
(2) 2x12
2x8
7'-0"
V-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
(3) 2x12
2x8
g' -p"
(2) 2x12
2x8
7'-0"
8'-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
(3) 2x12
2x12
g _p
(2) 2x12
2x8.
7'-0„
7'4"
(1) 2x12
(1) 2x8
2x6
5'-0"
6-0"
(2) 2x12
2x8
8'-p"
(1) 2x12
(1) 2x8
2x6
5'-0"
5'-0" OR LESS
(2) 2x12
2x8
g -p"
(1) 2x12
(1) 2x8
2x6
6-0"
Q
BASE PLATE PER FLOOR PLAN NOTE:
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT
ST01 GENERAL LANDING & 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL
STAIR FRAMING INFO (20 PLY BEAM TOGETHER USING (2) 12d NAILS 4" O.C.
SCALE: 3/4" = 1'-O" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d6d TOENAILS (BLOCK SOLID
UNDER BEAMS LESS THAN 2x12)
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L
NOT USED
NOT USED
2x6 VERTICAL @ 6'-0"
O.C. MIN. AND @ ANY
OPENING W/IN
HANDRAIL
KNEEWALL
SECTION X -X
SEE ARCH PLAN
MAX. 4'-0" ABOVE FLOC
2x4 #2 SPF STUDS
@ 24" O.C. 2x4 SILL PLATE W/ (2
10d NAILS @ 4" O.C.
(NOTCHED @ 2x6
VERTICAL LOCATION
NOTCH SILL PLATE
FOR VERTICAL
2x L -BRACE W/ 12d 2x6 VERTICAL AND
NAILS @ 4" O.C. L -BRACE @ 6-0" O.C.
@ ANY OPENING
3X2'
2x4 CONT. TOP PLATE
ATTACH TOP PLATE TO
STUDS W/ (2) 16d TOE
NAILS
2x4 #2 SPF STUDS @
24" O.C. W/ (2) 12d
TOENAILS BOTTOM
NOTCH SILL AND
PLYWOOD FLOORING
TO ALLOW VERTICAL
TO SLIDE DOWN TO
FACE OF TRUSS
�— ATTACH 2x6 VERTIC
TO TRUSS W/ (3) X4'
DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREW
N.T.S. EQUALLY
SPACED/CENTERE1
2x4 CONT. TOP PLATE TRUSS TO OUTSIDE
ATTACH TOP PLATE TO FACE OF TRUSS
STUDS W/ (2) 16d TOE I I
NAILS
jgk SEE ARCH PLAN
MAX. 4'-0" ABOVE
2x4 #2 SPF STUDS @
X(
rn
X
24" O.C. W/ (2) 12d
ao
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I
10d NAILS @ 4" O.C.
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P
I
(NOTCHED @ 2x6
TO ALLOW VERTICAL
VERTICAL LOCATIC
TO SLIDE DOWN TO
FACE OF TRUSS
ATTACH 2x6 VERTICAL �- 2x6 VERTICAL AND
TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6-0" O.(
SDS WOOD SCREWS @ ANY OPENING
DALLY
GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
TABLE R301.5 (FBC 6TH EDITION)
2x4 CONT. TOP PLATE
(ATTACH TOP PLATE
TO STUDS W/ (2) 16d
TOE NAILS
2x4 #2 SPF STUDS @
24" O.C. EVERY OTHER
STUD TO BE
ATTACHED TO TRUSS
BELOW (OTHERWISE
ATTACH W/ (2) 12d
TOENAILS @ BOTTOM)
2x4 SILL PLATE W/ (2)
16d TOE NAIL EA.
CONT. BRACE & 10d
NAILS @ 4" O.C. TO
FLOOR SHEATHING
ATTACH 2x4 TO TRUSS
W/ (2) X4'x3" SDS
SCREWS EQUALLY
SPACED & CENTERED
IN TRUSS
EQ
SPACED/CENTERED IN TRUSS SEE PLAN
TRUSS TO OUTSIDE
rST`03 SECTION @ HANDRAIL W/ FACE OF TRUSS
FLOOR TRUSSES SCALE: 3/4"V-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
N.T.S.
LC. 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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