HomeMy WebLinkAbout2940 Gipper Cir 18-3053 (a)GENERAL NOTES
FOUNDATIONS ■
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MEANS AND METHODS STRUCTURAL STEEL
MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
BEARING CAPACITY 2000 PSF CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, rDavid Weekle Homes
TERMITE TREATMENT ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' " 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
STATIONS, UNDER STAIR PROTECTION DIA TO BE A307 THREADED ROD & CONFO TO R EADA N M D I N T 17 1 DD
CAST IN PLACE CONCRETE RM A36 OR A307 ANCHOR BOLTS SHALL
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 / M
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF _' •
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE ` /\
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
(12.7MM) GYPSUM BOARD. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL 2940 GIPPER CIRCLE
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD BE 3/s' UNO. O
ASTM A-615 GRADE 40 MIN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6X6xW1.4xW1.4 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIALSANFORD FL, 32773
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST.ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED -
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND MINIMUM G50 ZINC COATING BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE <
PROTECTION. MODEL 7413 D ELEV, B �- "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATEZ `%111111111/11 M
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY o `��� * ��/��� d
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF��� �� •••.....•�J�j�j� �i_ 00
AT EACH END SHALL BE PROVIDED. PRESERVATIVE WOOD TREATER. PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. GARAGE -
NORTH
Wz ��••.•' '•.••th���� Y o °O
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES Q; � M U- b'; t1� -1 Z N .
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ti Z r O O _
CENTER TO UPPER 1/3 OF THE SLAB. ASTM F1667 LL1 C1 U
BOLTS AND THREADED RODS
�U O H •��LLI Q Z
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA: TRUSS
SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (LFOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
SHALL BE SPF#2 OR BETTER U.N.O.: PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6' MIN PAST BOTTOM CHORD.
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-63):
-
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING.. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE 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)
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
CENTER OF THE STUDUP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
. '
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
HSS2 STUD SHOES, TYP U.N.O. FIELD REPAIR NOTES
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING -
AWPA U1 STANDARD. BEND).
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 2. STRAPS/CONNECTOR SUBSTITUTION
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
ENGINEERED LUMBER 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4. METAL STUD SUBSTITUTION
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 5. OMITTED J -BOLT
3. ALL ENGINEERED LUMBER IS -TO HAVE THE MINIMUM DESIGN -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT.
VALUES AS FOLLOWS: -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
COLUMNS BEAMS STUD J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
E = 1,700,000 IbAn' U.N.O. E = 2,000,000 IbAn2 U.N.O. E = 1,500,000 Wine U.N.O. 6. MORTAR JOINTS
Fb = 2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
Ft = 1650 Ft = 1700 Ft = 1500 -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.
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
Fc j = 450 Fc j = 900 Fc j = 450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES,
Fv = 285 Fv = 285 Fv = 150 THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
CONDITION U.N.O. 7. OVERHANGING CMU WALL
CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. CELLS PER PLAN.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
LIVING SPACE IS ABOVE THE GARAGE. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
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
EFFECTIVE WIND PRESSURE & SUCTION
WIND (PSF)
AREA (SQ FT) N VALUE DENOTES PRESSURE
H VALUE DENOTES SUCTION
AREA O O
10 (+) 21.2 (+) 21.2
- 22.9 -) 28.3
20 (+) 20.2 (+) 20.2
(-) 22.0 - 26.4
50 (+) 19.0 (+) 19.0
(-) 20.8 (-) 23.9
100 (+) 18.0 (+) 18.0
(- 19.8 - 22.0
GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0"
(+) 18.4 +
(-) 20.9 (-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 s
4 4 aI
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.
ER
DATE
$ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
.AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
6v1LDING,
SANFORD
P"-, RTr',�'�
#18-3053
PREFABRICATED WOOD TRUSSES
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
AND STRUCTURAL PLANS FOR MORE INFO.
MASONRY WALL CONSTRUCTION
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
PSI (fm = 1900 PSI)
TRUSS ENGINEER OF RECORD
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
LATEST EDITION OF ANSI TPI 1.
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
MANUFACTURER UNLESS NOTED ON PLANS
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, ,BUT SHALL BE DESIGNED BY
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
TRUSS DESIGN LOADS
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE
TOP CHORD: Lr = 16 PSF
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
POSITIONERS IN MIDDLE OF WALL
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
DL = 14 PSF (TRUSS OVERBUILD)
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
BOTTOM CHORD: DL = 5 PSF
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
MINIMUM FLOOR DESIGN LIVE LOADS:
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
C) DECKS = 40 PSF D) STAIRS = 40 PSF
10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2"
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
MINIMUM FLOOR DESIGN_ DEAD LOADS:
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
GENERAL LOADING
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
ATTIC WITHOUT STORAGE= 10 PSF
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
ATTIC WITH LIMITED STORAGE = 20 PSF
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 150 PSF
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS RECORD COPY
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
CONSOLIDATION.
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
WOOD CONSTRUCTION
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
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 REVIEWED FOR CODE COMPLIANCE
2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY
"No.1/No.2"
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 171'
GRADED BY NLGA, OR BETTER.
12d TOENAILS EACH END PLANS EXAMIN
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA: TRUSS
SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (LFOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
SHALL BE SPF#2 OR BETTER U.N.O.: PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6' MIN PAST BOTTOM CHORD.
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-63):
-
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING.. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE 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)
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
CENTER OF THE STUDUP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
. '
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
HSS2 STUD SHOES, TYP U.N.O. FIELD REPAIR NOTES
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING -
AWPA U1 STANDARD. BEND).
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 2. STRAPS/CONNECTOR SUBSTITUTION
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
ENGINEERED LUMBER 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4. METAL STUD SUBSTITUTION
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 5. OMITTED J -BOLT
3. ALL ENGINEERED LUMBER IS -TO HAVE THE MINIMUM DESIGN -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT.
VALUES AS FOLLOWS: -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
COLUMNS BEAMS STUD J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
E = 1,700,000 IbAn' U.N.O. E = 2,000,000 IbAn2 U.N.O. E = 1,500,000 Wine U.N.O. 6. MORTAR JOINTS
Fb = 2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
Ft = 1650 Ft = 1700 Ft = 1500 -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.
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
Fc j = 450 Fc j = 900 Fc j = 450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES,
Fv = 285 Fv = 285 Fv = 150 THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
CONDITION U.N.O. 7. OVERHANGING CMU WALL
CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. CELLS PER PLAN.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
LIVING SPACE IS ABOVE THE GARAGE. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
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
EFFECTIVE WIND PRESSURE & SUCTION
WIND (PSF)
AREA (SQ FT) N VALUE DENOTES PRESSURE
H VALUE DENOTES SUCTION
AREA O O
10 (+) 21.2 (+) 21.2
- 22.9 -) 28.3
20 (+) 20.2 (+) 20.2
(-) 22.0 - 26.4
50 (+) 19.0 (+) 19.0
(-) 20.8 (-) 23.9
100 (+) 18.0 (+) 18.0
(- 19.8 - 22.0
GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0"
(+) 18.4 +
(-) 20.9 (-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 s
4 4 aI
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.
ER
DATE
$ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
.AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
6v1LDING,
SANFORD
P"-, RTr',�'�
#18-3053
INDEX OF DRAWINGS
MB
SHEET
CC
SHEET TITLE
DWH-0205485
S1
AS INDICATED
STRUCTURAL NOTES & COVER
06-20-18
PHS
S . 1_
UPDATES
FS -1
FORMS SET PLAN
TB -1
TIE BEAM PLAN
PLN -1
FIRST FLOOR PLAN
PLN -2
SECOND FLOOR PLAN
D
ELEA
FIRST FLOOR UTILITY PLAN
ELE-2
SECOND FLOOR UTILITY PLAN
INT -1
Z
INTERIOR DETAILS
INT -2
STAIR SECTION
INT -3
CLOSED STAIR SECTIONS
O
ELVA
FRONT & REAR ELEVATIONS
ELV-2
SIDE ELEVATIONS
RFP -1
ROOF PLAN
PLT -1
PLOT PLAN
S2
FOUNDATION PLAN --
S2.1
DOWEL PLACEMENT PLAN
S3
FOUNDATION- DETAILS
S4
LINTEL PLAN
S5
FIRST FLOOR FRAMING PLAN
S5.1
NOTES & CONNECTOR LEGEND
S5.2
ROOF FRAMING PLAN
SD1
GENERAL DETAILS
SD2 -
GENERAL DETAILS
SD3
GENERAL DETAILS
W
SD4
TWO STORY DETAILS
SD5
TWO STORY DETAILS
ST1
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
EFFECTIVE WIND PRESSURE & SUCTION
WIND (PSF)
AREA (SQ FT) N VALUE DENOTES PRESSURE
H VALUE DENOTES SUCTION
AREA O O
10 (+) 21.2 (+) 21.2
- 22.9 -) 28.3
20 (+) 20.2 (+) 20.2
(-) 22.0 - 26.4
50 (+) 19.0 (+) 19.0
(-) 20.8 (-) 23.9
100 (+) 18.0 (+) 18.0
(- 19.8 - 22.0
GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0"
(+) 18.4 +
(-) 20.9 (-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 s
4 4 aI
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.
ER
DATE
$ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
.AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
6v1LDING,
SANFORD
P"-, RTr',�'�
#18-3053
INDEX OF DRAWINGS
MB
SHEET
CC
SHEET TITLE
DWH-0205485
S1
AS INDICATED
STRUCTURAL NOTES & COVER
06-20-18
PHS
S . 1_
UPDATES
FS -1
FORMS SET PLAN
TB -1
TIE BEAM PLAN
PLN -1
FIRST FLOOR PLAN
PLN -2
SECOND FLOOR PLAN
D
ELEA
FIRST FLOOR UTILITY PLAN
ELE-2
SECOND FLOOR UTILITY PLAN
INT -1
Z
INTERIOR DETAILS
INT -2
STAIR SECTION
INT -3
CLOSED STAIR SECTIONS
O
ELVA
FRONT & REAR ELEVATIONS
ELV-2
SIDE ELEVATIONS
RFP -1
ROOF PLAN
PLT -1
PLOT PLAN
S2
FOUNDATION PLAN --
S2.1
DOWEL PLACEMENT PLAN
S3
FOUNDATION- DETAILS
S4
ER
DATE
$ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
.AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
6v1LDING,
SANFORD
P"-, RTr',�'�
#18-3053
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. An duplication, or transfer of these
Y use p documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
Z v) t� .' 0
z LL
to
LLI
���llllll 11
LL
c
U,
LL
L
F_
J
a
F_
z
w
0
W
LU
F_
INDEX OF DRAWINGS
MB
SHEET
CC
SHEET TITLE
DWH-0205485
S1
AS INDICATED
STRUCTURAL NOTES & COVER
06-20-18
PHS
S . 1_
UPDATES
FS -1
FORMS SET PLAN
TB -1
TIE BEAM PLAN
PLN -1
FIRST FLOOR PLAN
PLN -2
SECOND FLOOR PLAN
D
ELEA
FIRST FLOOR UTILITY PLAN
ELE-2
SECOND FLOOR UTILITY PLAN
INT -1
Z
INTERIOR DETAILS
INT -2
STAIR SECTION
INT -3
CLOSED STAIR SECTIONS
O
ELVA
FRONT & REAR ELEVATIONS
ELV-2
SIDE ELEVATIONS
RFP -1
ROOF PLAN
PLT -1
PLOT PLAN
S2
FOUNDATION PLAN --
S2.1
DOWEL PLACEMENT PLAN
S3
FOUNDATION- DETAILS
S4
LINTEL PLAN
S5
FIRST FLOOR FRAMING PLAN
S5.1
NOTES & CONNECTOR LEGEND
S5.2
ROOF FRAMING PLAN
SD1
GENERAL DETAILS
SD2 -
GENERAL DETAILS
SD3
GENERAL DETAILS
W
SD4
TWO STORY DETAILS
SD5
TWO STORY DETAILS
ST1
j
GENERAL STAIR DETAILS
MASTER UPDATES
NUMBER
DATE
DESCRIPTION
1NTIALS
1
9/6/2017
CREATED ELEV. A & B W/ OPTIONS FRENCH DOORS @ FAMILY &
SUPER FAMILY ROOM
DP
2
10/3/2017
UPDATED PORCHES TO BEAMS ILO LINTELS
JW
3
12/15/2017
UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN
POINTE VERSION (ACCU-SPAN)
JW
4
2/28/2018
PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TH EDITION (2017)
RESIDENTIAL
DJ
5
5/29/2018
ADDED REAGAN POINT ELEV A W/ SUPER FAMILY PER RPT -25
(ACCU-SPAN)
EA
6
6/21/2018
EVANS SQUARE & REAGAN POINTE, UPDATED WINDOWS AT LOFT
AS PER RPT -7
MB
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. An duplication, or transfer of these
Y use p documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
Z v) t� .' 0
z LL
to
LLI
���llllll 11
LL
c
U,
LL
L
F_
J
a
F_
z
w
0
W
LU
F_
STRUCTURAL ENG: RMG
DRAFTING:
-STRUCT:
MB
QC CHECK:
CC
JOB No.
DWH-0205485
SCALE:
AS INDICATED
DATE:
06-20-18
S . 1_
D
Z
O
W
O
W
U
U)
d
W
'
O
U
o �
z
z
z°
am
w
LU
U,
< >
U
0
Ow
J O�
U
°tS
W Z 5 ,0 , E
-
Z
0z
jLLL'�_
USS
P
° C C
w
-�
C/)X o r o 3
QOO<v co
Z
Z?�LuZ o
0aLLWY=
U
� 0 [L
c�
LUit
w
rn
W
Lo
V o
a:
ZO
W
O
N
M
_O
F.. J
QLL
> p
J
LU O0
o
m
M
P W
11
O
I-
_j
>-O
JV
Z V
YM
LU
-w
T -I-
W
~ 0. a
1
�
..ZCL
LU 13
cr_QOW�
N-
STRUCTURAL ENG: RMG
DRAFTING:
-STRUCT:
MB
QC CHECK:
CC
JOB No.
DWH-0205485
SCALE:
AS INDICATED
DATE:
06-20-18
S . 1_
ARCHIVE PLAN REVISIONS
#
BY
DATE
DESCRIPTION
1.
JS
03-09-17
ENLARGE A/C CLOSET BY 16" TOWARD THE TOP OF THE STAIRS
2.
JS
12-20-17
REMOVED STORAGE SHELF FROM OWNER'S CLOSET
3.
LW
5/14/18
-REVISED WINDOW AT SUPER SHOWER TO BE 24X16
-REMOVED WINDOW AND TOP OF STAIR
-REVISED HS AT LOFT TO BE (2) 3-0 5-0 SH. THESE WINDOWS WILL BE IN THIS LOCATION WITH
NO OPTIONS AT RETREAT.
�
y E
c E_
-a
4�
0°
J
y O
C-0
y
N•= �d
C y
7.2 O r
E
.c
co-w
=
E0
4--0
A
d
=
i y 0 O Y
C V_—
� Gy
O
C O O
_ C - �' � �` ����• •moi/�
N Q•�CD LL
6;2
2 R
-, 6 -
*Ole 00
�
J
L °
�Oy
.O
�
°
N
�
y E
c E_
-a
4�
0°
J
y O
C-0
y
N•= �d
C y
7.2 O r
E
.c
co-w
=
E0
4--0
A
d
=
i y 0 O Y
C V_—
� Gy
O
C O O
41
E y`
v y iw O
�j
v C
@
wo
,aw 3
4)
E
0
Rf L
F- ytmmEcyaH
�
J
co
�Oy
r
�
Z�
ACE
4�
A
NORTH
7413-B
PHS
CORALBELL
ORLANDO
Ong nit
FORM SET PLAN
N �� •�C/� U - A.,
cc. 7Q
�Il
�J
C
r-
i O
II
�
N
d~
N d Q
cE
2v�_ E
p 0
0 V
4�
W-0
0
C a
N
y •_ �, d
4�
o
•U
t
c c E
4)-�d3
_
_Eo0
as
y3Nc0c_
N= Ox
�0
=
00p.Y
0=V= p
O H
v m N m _O
O
i+
to
Gi CL r1 ai -
d V
E
C
E H O O' O
>
_
m 0
Lam+
a
L Q
7 V lC y .F
F- U)
co m m 0
�Il
�J
r-
00
II
�
LO
4�
4�
Q
C�
NORTH
7413-B
FS -1
CORALBELL
ORLANDO
PER ENGINEER
9-4 TOM
CD
c
�i
Ud
00
� � ''ate � .
•.
N
!Z �t
O O
w
L L
uj
U-
?ip
> v E
//ltllllll�
PER ENGINEER
9-4 TOM
NORTH
7413-B
TB -1
CORALBELL
ORLANDO
CD
c
�i
r-
i O
.O
D
L L
C E
> v E
5
.Jc
0N��,a�
O v
4�
O
E
y
=
cdEm
�+13
C�3L,
V3 O C
A
a
co
;
Y
O �
C O O O Y
o = O
O N
E
0 td N m _O
N
L
N"04)
d L L
��=NcoQ'O
>
o Q,0
L v
�O, >,. �C
10 N +2
I:
m m �C W
NORTH
7413-B
TB -1
CORALBELL
ORLANDO
CD
J
�i
r-
00
LO
5
4�
4�
A
a
co
0o
NORTH
7413-B
TB -1
CORALBELL
ORLANDO
8-4
PER 1 2 3 4 5 6 i 8 j 9 ;10,11,12,13,14;1 16,17 2X6 WALL
b _ COMM. i i i a SLOPE � i � 1 � b b
FLORIDA Core Plan Notes 1/3/18 -= - - � ,
2 6 WAL 36 HISH AN IL i i 5� SF ELgES 1 2-88-0
N �t
* ALL BEDROOM WINDOWS TO MEET EGRESS
HC)L)c
* EQUAL SASH WINDOWS PER COMMUNITY SPECS. ❑ p ENTRY STORAGE 12' -10" 3' - 4" 3' - 0"
40
bo r R UNDER STAIRS
"KITCHEN APPLIANCES PER COMMUNITY SPECS. bo to
HC N
* STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL
* EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH
wo
_3
Z
0
1952
Oz
ED
1ST FLOOR
W
�
O
�--
2 CAR
TOTAL SLAB
Z
(0
LL
._
06
W
CO
U)
W
p
Q
E
�''0 .G E
JCC/)'
M 0
c d C 0
Q
W
W
W
�
0
E
* MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS
o
0
0=°=3E
J
3-08-0
A
Q
0 �
GARAGE
'm
Y
+r 0
c L
c 0 0 0'd
0 :r '0 = 0
� y
E
0 m 0
* MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE
y
0 =
Z
0 L c
^ 1
2' -10"
.2
E
-S m �
li>L+r
m �. m
STEEL DOOR BETWEEN GARAGE & LIVING SPACE.
4'-4"
6'-4"
* 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS
p
-
bo
ARE ABOVE.
�
�Z
* 112" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM
RESIDENCE OR ATTIC.
to
N
9-4 SOFFIT
OR
* 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
I w
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
UJ
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
00
_
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
b
N
16-0 7-0 GARAGE DOOR
SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE
EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED
ENGINEERING PRACTICE.
*
2..
20"
16' - 0"
20"
TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS.
VERIFY IN FIELD
12"
51-411
4'-2.1
6'-6"
19'-4"
* HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD
301-011
FIRST FLOOR
NOTE: ALL BEDROOM WINDOWS
TO MEET EMERGENCY
EGRESS CODE
1,,—AA
VJ
wo
_3
Z
0
1952
Oz
c
1ST FLOOR
W
�
O
�--
0I
TOTAL SLAB
Z
(0
LL
._
06
W
CO
U)
W
p
Q
E
�''0 .G E
JCC/)'
M 0
c d C 0
Q
W
W
W
�
0
E
W
o
0
1,,—AA
VJ
FT.
_3
Z
0
1952
H
CL
0
c
1ST FLOOR
a
2ND FLOOR
1220
SLAB
m
PLANS
FT.
OTAL LIVING
I
1952
LIVING
c
1ST FLOOR
732
2ND FLOOR
1220
SLAB
m
TOTAL SLAB
1285
GARAGE
395
FRONT PORCH
88
REAR PORCH
70
Z 1� qqt � on
[*,ON
a N �O
•
W
M
c
C
r—
i 0
z
V
m
_
0
�t
t; .
CL
w
LO
N
a �
Q
E
�''0 .G E
a
M 0
c d C 0
J
0
c
0 L V
W
�
N c M
E
N
•�s
� E*4
v
0=°=3E
J
w d
A
Q
0 �
'm
Y
+r 0
c L
c 0 0 0'd
0 :r '0 = 0
� y
E
0 m 0
y
0 =
Z
0 L c
.2
E
-S m �
li>L+r
m �. m
rte+
L Q 7 0 0 +�+
Z 1� qqt � on
[*,ON
a N �O
•
W
M
C
r—
o0
z
V
m
_
0
�t
J
U.
CL
w
LO
Z
a
Q
�
O
4�
(�
LL,
4�
W
Q
�~
J
A
Q
..
Z 1� qqt � on
[*,ON
a N �O
•
W
M
F.
cq
z
V
m
_
0
J
U.
CL
w
o
Z
a
Q
�
O
C.�
(�
LL,
Qoz
W
Q
N
NORTH
7413-B
PLN -1
CORALBELL
ORLANDO
12'-2"
5'-10" 61-411
5-0 4-0 HS
@7'-2"
30'-0"
5'-6" 12'-4"
01 3'-9" 4'-6" 4'-1"'
(2)4-0 4-0 HS
@T-2°
TEMP
�.cmn`\\\\ ��••..Hq••• v/�i/ ///
� � � `vim �/•••• •••• .f� i
N aNCr �� O �S J
Lj=W ¢ O,:Z=
Z Ul ��%- ~i 0`
J ••a 04
. 5� ��
30"x60"
J
O
r
i O
it
2 'a
TUB &SHOWER
�
0r0
N
W
vidCLes
C E
BEDRM 2
CL
O O
J
N O
O N C V
-C4 = RETREAT
E
rzca�Eo
O
c�
2
0 ot5y.as3_
0=032
A
BATH
0C
O O p Y
0=,O= O
Ov
O y
y m O
3.1
4 C
,0
O
N°
y C 3
O :C
d Q.
(Da
>,R
50
F- ya�coEcou,
�--
_ 2-4
23 6
" -
M �
(2) 2-0N 4 Ep
N N = ,
to
'
--- to M
—1R
1 S chi �
7'-10" 4'-4" T-4" 2'-2"7
io
,
EO
N M —
6
�C32"
B E D R M 32-8 cUT).Lb
M
4'-10" 5'-611
�
e. 'V'
iv
TFO
b
H R b
I E
4 jc 42" GH GUARDRAIt,
��
N. PER COMM.
4 5 6 7 3 � 10 11 1 13 14 15 16 17 (TYP.)
1
b
101- 411 2118" 6" 1I NE RAI7' 6"
�
bEd
.-
2R2s , r
--------------------T-
I� I C? bo
ao
UTI HS CPT 21-01-
I y;
U) 21-211 i — — — VENT THR
e.
to
" 4" � N � � i � ROOF 2-8
2'-8., Iia
b
1
IRIS 5 SHELVES p `'�
-0 CLG
ao
b60
U)
9-0
-- --- --
tv
I 10-0
2-0
OWNER'S
N V
OWNERS Hs CPT I RETREAT
BATH j 10-0 cLc.
3'-61/2.. rEO
II'
_
91/2" 28" HIGH WALL
_� W/ GLASS ABV.
r
42"x42"
S I 12#-0.
42"x60" TU
ML----------- ---1 (TYP.)
b
2-0 4-0 9H
- /1 71 nll
N b
TEMP
�.cmn`\\\\ ��••..Hq••• v/�i/ ///
� � � `vim �/•••• •••• .f� i
N aNCr �� O �S J
Lj=W ¢ O,:Z=
Z Ul ��%- ~i 0`
J ••a 04
. 5� ��
ti' r r
O .
m
z 'd
LT $ o
uJ M
F.N
Z_ M
_CEJ
OWLL
a' LLI
Z
c� c� u.
Qoz
w�a
N
NORTH
7413-B
PLN -2
CORALBELL
ORLANDO
�
J
O
r
i O
it
2 'a
0r0
N
W
vidCLes
C E
2+.a .O E
CL
O O
J
N O
O N C V
E
rzca�Eo
O
c�
2
0 ot5y.as3_
0=032
A
0C
O O p Y
0=,O= O
Ov
O y
y m O
3.1
4 C
,0
O
N°
y C 3
O :C
d Q.
(Da
>,R
F- ya�coEcou,
ti' r r
O .
m
z 'd
LT $ o
uJ M
F.N
Z_ M
_CEJ
OWLL
a' LLI
Z
c� c� u.
Qoz
w�a
N
NORTH
7413-B
PLN -2
CORALBELL
ORLANDO
�
J
O
r
CO
it
r
r
�
Ln
A
ti' r r
O .
m
z 'd
LT $ o
uJ M
F.N
Z_ M
_CEJ
OWLL
a' LLI
Z
c� c� u.
Qoz
w�a
N
NORTH
7413-B
PLN -2
CORALBELL
ORLANDO
(2) # 2/0 XHHW ALUMINUM CONDUCTOimrhmw
($
(1) #XHHWALUMINUM NEUTRAL
(1) # 4 XHHW ALUMINUM EQUIP.GRD
_
DOOR BELL
z
POWER COMPANY
AMP
(3 OR 4 WAY AS NOTED)
I
I
PEDESTAL
W
GFI
120/240 VOLT 30
L L
SURFACE MOUNTED LIGHT
CHIMES
®
0
COMBO
CIRCUITS MLO
(WEATHER
a
=
_ c O
DISCONECT
W
J
1/2
6
HALF HOT OUTLET
Q
WALL MOUNTED LIGHT
AND
PANELBOARD Wl
CIRCUIT BREAKERS
_ E
SERVICE BY
220V OUTLET
METER CAN
RECESS CAN LIGHT
OTHERS
AMP
_
(36" A.F.F. @ UTILITY)
NTS
(2) # 2/0 XHHW
=
= O O 0 j
O= -p= O
GRND. OPTION 1: #4 BARE
HOSE BIB
ALUMINUM WIRES
♦
CU TO GROUND 8FT.
VT
Q
(1) # XHHW
GAS
T
GROUNDING RODS
ALUMINUM WIRE
CABLE TELEVISION
8 FT. APART
ELECTRICAL RISER
CW HW
T
NTS
NOTE:
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.
FLORIDA General Electrical Notes
fin rfo11fe
* 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.
* 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
3 /
2 BULB 12x48
- FEILILCM11",
FIXTURE—
® / COMMUNITY
FEATURES"
/ WP/GFI
COACH LT. COACH
PREWIRE @ ` " — _ _ — LT.PREWIRE @
8" ABV.HDR.PER 8" ABV.HDR.PER
COMM.SPEC. COMM.SPEC.
o
($
110V OUTLET
STANDARD SWITCH
_
DOOR BELL
z
d O
12"A.F.F. (U.N.O.)
(3 OR 4 WAY AS NOTED)
I
I
W
GFI
GROUND FAULT INTERRUPTOR
PROOF AS NOTED)
L L
SURFACE MOUNTED LIGHT
CHIMES
®
DOOR BELL CHIMES
C'
_ E�
(WEATHER
a
=
_ c O
J
W
J
1/2
6
HALF HOT OUTLET
Q
WALL MOUNTED LIGHT
ELEC.
C�
PANELBOARD Wl
CIRCUIT BREAKERS
_ E
�~
220V OUTLET
RECESS CAN LIGHT
HB}
>►
_
(36" A.F.F. @ UTILITY)
®
(EYEBALL AS NOTED)
=
= O O 0 j
O= -p= O
I
HOSE BIB
J
♦
PHONE LINE
VT
Q
EXHAUST VENT
GAS
T
GAS TAP
TVI
m
CABLE TELEVISION
SD
®
SMOKE DETECTOR
(CARBON MONOXIDE AS NOTED)
CW HW
T
COLD/HOT WATER SUPPLY
O
O
_
d O
L
rLO
L L
M
Q)i
N d Q,
_ E�
E
a
=
_ c O
J
0
C
O s =
N m
•_
_ E
�~
J
_
Eo�m3
>►
_
U O Y
Y
++ O
=L
=
= O O 0 j
O= -p= O
d H
v m N O O
u ++
sy O
_
F— d
O0�=N�'U.
Q�
O
- - - i L
CL
L I-- w 0 V
i
O
m
O ..
z �, Z
t -$ o
IL N �O
W M
OJT,
Fm N
z- M
J
0 LL
CL W
Z IL
a�-o
c� c�um
Qoz
W Q
oC cr) cl
N,
NORTH
7413-B
ELEml-
CORALBELL
ORLANDO
O
J
W
rLO
LL
�~
J
A
Q
O
m
O ..
z �, Z
t -$ o
IL N �O
W M
OJT,
Fm N
z- M
J
0 LL
CL W
Z IL
a�-o
c� c�um
Qoz
W Q
oC cr) cl
N,
NORTH
7413-B
ELEml-
CORALBELL
ORLANDO
1
(2) # 2/0 XHHW ALUMINUM CONDUCTORS
($
(1) # XHHW ALUMINUM NEUTRAL
(1) # 4 XHHW ALUMINUM EQUIP.GRD
D
DOOR BELL
Z
POWER COMPANY
NEMA 3R
12"A.F.F. (U.N.O.)
AMP
(3 OR 4 WAY AS NOTED)
I
I
PEDESTAL
•� .� Qi
L
GFI
($
120/240 VOLT 30
Ln
SURFACE MOUNTED LIGHT
CHIMES
DOOR BELL CHIMES
ol�
COMBO
CIRCUITS MLO
J
®
c
DISCONECT
1
4$
HALF HOT OUTLET
Q
WALL MOUNTED LIGHT
ELEC. 0
AND
SERVICE BY
®
METER CAN
HBt
OTHERS
o—
N 5 O �C
AMP
��
(36 A.F.F. @UTILITY)
NTS
I/-
(2) # 2/0 XHHW
I
GRND. OPTION 1: #4 BARE
J
ALUMINUM WIRES >
PHONE LINE
CU TO GROUND 8FT.
EXHAUST VENT
(1) # XHHW
GAS TAP
GROUNDING RODS
TV 1
m
ALUMINUM WIRE
SD
®
8 FT. APART
ELECTRICAL RISER
COLD/HOT WATER SUPPLY
NTS
NOTE:
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.
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 GF Cl PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE
ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES,
SHALL BE TAMPER RESISTANT TYPE.
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
o
($
110V OUTLET
STANDARD SWITCH
D
DOOR BELL
Z
i O
12"A.F.F. (U.N.O.)
(3 OR 4 WAY AS NOTED)
I
I
ice.+ y J
•� .� Qi
L
GFI
($
GROUND FAULT INTERRUPTOR
PROOF AS NOTED)
Ln
SURFACE MOUNTED LIGHT
CHIMES
DOOR BELL CHIMES
♦♦w
V
a=coo
(WEATHER
J
®
c
W
J
1
4$
HALF HOT OUTLET
Q
WALL MOUNTED LIGHT
ELEC. 0
PANELBOARD W/
CIRCUIT BREAKERS
220V OUTLET
®
RECESS CAN LIGHT
HBt
o—
N 5 O �C
as
��
(36 A.F.F. @UTILITY)
(EYEBALL AS NOTED)
C o
I
HOSE BIB
J
V
PHONE LINE
VT
Q
EXHAUST VENT
GAgS
T
GAS TAP
TV 1
m
CABLE TELEVISION
SD
®
SMOKE DETECTOR
(CARBON MONOXIDE AS NOTED)
CW HW
#
t (
COLD/HOT WATER SUPPLY
QCPAKin cl nno
O
Z
L N $O
W
H � N
Z V J
a W u'
Zap
a
a��
w�Z
NORTH
7413-B
ELEm2
CORALBELL
ORLANDO
�J
c
O
i
i O
D
�
T
OL
ice.+ y J
•� .� Qi
L
04
.0 4)
Ln
cE2'
E
a=coo
J
G o
c
-0
oy�ca
•�'scasE
v
°
Eca3
o
A
o—
N 5 O �C
as
v;3Hc�c—
°
C o
c o o
o="a= o
EviL�v:=c-
0 m H m o
c
-.
O •_
o
R1 R
d Q
E-dR>��-
C N
F- toimmEm'o
O
Z
L N $O
W
H � N
Z V J
a W u'
Zap
a
a��
w�Z
NORTH
7413-B
ELEm2
CORALBELL
ORLANDO
�J
O
i
C.
Ln
A
O
Z
L N $O
W
H � N
Z V J
a W u'
Zap
a
a��
w�Z
NORTH
7413-B
ELEm2
CORALBELL
ORLANDO
�IGHTJIGHT
70"X42°
MIRROR
SPLASH PER SPECS
VS36 VS36
OWNER'S BATH
.12" DEEP
SHELF
r------ ---1 r----------1
-------------------�
Qo
WASHER r DRYER
IGH
42"x38"
MIRROR
SPLASH PER
SPECS
O
O
00
L °
r
II
-v
VS42 FILL -�
BATH 2
341/2" HIGH WALL o
12"
c:nin
Ifill//��
�. J
Z Ld L11 op ¢ O'Z
•
•
7 Cc -J
LL •� �6, ••� �,
4�
O
O
O
L °
r
II
-v
Oa=i~via�Q
L L d+
N
r,
4�
cE
o-0E
�-
`°c00
J
0-0
c
4�
O
N c Ac
G1
E
O
m
r—w
°t
O E O Y
C O O O Y
ON
O v – O
C
:E
01- d
O
° O
N 3
V
N i
m
E
C CL
�+
Z >
m °
L
;a
s Q
3 5 0 .L+
E
O1 O m to
4�
O
J
O
co
r
II
r
N
�.
r,
4�
mom
4�
4�
NORTH
7413-B
INT -1
CORALBELL
ORLANDO
I
ui
M
O
s
O
as O
Vv
_
ch
EL
o o;�_
N
_v
r'
z
tj c.r _
M j z
0:Z
�; p
.a G)
•
II •••
• (7 -Z
cE�'�a�E
OC
1p
I
NORTH
7413-B
INT -2
CORALBELL
ORLANDO
ui
M
O
s
O
as O
Z
11
ch
O
N
4) D
3 •G1 w
r'
W
N
.a G)
y d Q.
cE�'�a�E
OC
a
o 3=
o 0 0
J
�,oOady�v
w�a
o
U) C_ t
E
at=mE�
2E
oo
4 3
V;= V —
Y
_ C
=
= 0 0 p Y
o 'c = o
0 y
E
V R y m O
y
a� =o
L
L
O
p
y
U) � 3
m
d CL L L
p' 7
F-v,o',c�Ecay
NORTH
7413-B
INT -2
CORALBELL
ORLANDO
ui
M
O
J
O
co
Z
11
ch
O
N
M.
IL
W
r
Lo
4�
a
IL
OC
4�
50
c�LL
W
w�a
OCa��
r7
N
NORTH
7413-B
INT -2
CORALBELL
ORLANDO
ui
M
Fm
N
Z
-
ch
O
pC
LL
IL
W
D
Z
CL
IL
c�
50
c�LL
aOz
w�a
OCa��
N
NORTH
7413-B
INT -2
CORALBELL
ORLANDO
11"
1 3/4" 1x8 TRIM
NOSING
10 PLYWOOD
(TYP.) DECKING BALUSTERS
1x BLOCKING _ TO SIT ON
9._0.1 2x12 STAIR RAISED. zzz xzliz
HEADER WALL
I
GYP. BOARD
FINISHED
WALL_1
1
,I
1x12 TRIM
ROUTERED
�N UPPER
SIDE
( II
I II
I II
LJI
I I L i L r
LT-tr-r-
Lr-�-,-------J '
I1 r , I
- - - - - - - - - -
I I r�r�-----
I 2x12 STRINGER OR
1 ' EQ W/CIRCULAR
1---------A I,
--
_____� OR WINDING STAIRS
---------�,; LJI
--,---------
1 ' 1
1
L
HANDGRIP
HANDGRIP BALUSTERS LESS
THAN 4" O.C.
lo
MAXIMUM SPACING
Zz STAIR NOTES
J Z
BALUSTERS * HANDRAILS FOR STAIRWAYS SHALL BE
-� CONTINUOUS FOR THE FULL LENGTH OF THE
FLIGHT, FROM A POINT DIRECTLY ABOVE THE
2x12 TREAD � o (D1x6 TRIM OR
= z AS REQ. PER TOP RISER OF THE FLIGHT TOA POINT DIRECTLY
o COMM. I ABOVE LOWEST RISER OF THE FLIGHT.
2x12 STRINGER = SPECS. HANDRAIL ENDS SHALL BE RETURNED OR SHALL
1x6 TRIM _ I TERMINATE IN NEWEL POSTS
W/ROUTERED T, ---------J * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS
EDGES OR PER
_COMM. SPECS.. 2" DOOR I I
* VERTICAL 1x6'S TO EXTEND TO SIDE WALLS
2" CASING �,= -==___ * CIRCULAR OR WINDING STAIRS MAY CONSIST OF
OR MOULDING L CASING OR 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER
2x4 STUDS - MOULDING
' (OR AS REQ.)
11
II
GYP. BOARD ,__ -__=_= * SEE SPECS FOR FLOOR SYSTEM SIZE
1
SOLE PLATE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN.
TOTAL OF 11" TREAD DEPTH)
* 10'-0" CLG 18 RISERS AT 7.55" ;17 TREADS @ 11
OR EQUAL (RISER HEIGHT MAY VARY PER PLAN
W/CIRCULAR OR
WINDING STAIRS
CLOSED STAIR SECTION DETAILS
r1
O
O
` O
ti
Ql �' Lt l
O : Z
al
z
=%2 �� Z
�•� �:
a 71
0 m C.
cE
r1
O
O
` O
ti
O L
.a
d 5 d ID
N
N
7E
L L
.°a 4)i
0 m C.
cE
E
C.
ec=ca�oo
O v
J
vi O
H c
U)
Ec
cmEm
o
�r°wt3-
E
µ-
�~
J
c
i N O
wo�,c
_=
:_-
C O O O Y
O='O= O
O N
E
v v y m O
w
L c
L it C-
W~ 1.. d
O
°0CL
i L
r1
O
00
N
r,
Lo
�i
�~
J
a
..
�o
O
m
o ..
'L'a� o0
(L
W M
O j
V
i- C4
Z — M
_ V J
0 U.
IL W
zap
Q a
(7 LL �
C�
aoz
W qq Q
o cj)
N
NORTH
7413-B
INT -3
CORALBELL
ORLANDO
SIDING
FLASHI
2x LED
STRUC
9-4 TOh
COMP.
SHINGE
ALUM.
ALUM.
2x6 SUI
ALUM.
CHANN
'TEM
O ao-%.;� � • • A i
c'm �m LL6•iv
�2� y 0
Z � V WA u Q �� z
rM - ", \, " V
igininisioll MISSION 4" FRIEZE (TYP.)
m 19'- 8" PLATE I
bUAKU & bA I I LN _
W/ 6" TRIM (TYP.)
9'-4"T.O.M.
TEXTURED _
COATING (TYP.)
12" SQ. WOOD COLI
W/4"TRIM ATTOP 8
6" TRIM AT BOTTOM
-0" FIRST FLOOR_ _
L 4 WIDE RAISED SINGLE
BAND AT ENTRY
FRONT ELEVATION "B"
t
� t -
J
• t
TEXTURED
COATING (TYP.)
- - - - - -
-- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM
_____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -'
%
a a
a
1
—a
♦
a
, a
a
♦ ,
r
N
a
a
,
-
a
,
t
,
t
� t -
J
• t
TEXTURED
COATING (TYP.)
- - - - - -
-- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM
_____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -'
%
a a
a
1
_
♦
�-
L o
a
♦ ,
r
N
a
\
Lo
_ E
,
t
o
,
d
o y
w
a
-
a -
'a
o
�+
G1
=
c N 3 o Y
c 0 =
A
CN
_z
_
c000he
o='v= o
� 0
E
0 m 0 m o
�+
N
L..2
:L-
@mm0C.�,LGi
CL
wu)
-
m
' > L
I
t Q
7 v H r�
I:
�w
���
t
,
a
t
� t -
J
• t
TEXTURED
COATING (TYP.)
- - - - - -
-- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM
_____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -'
%
a a
a
,
a ,
r a
,
,
,to
_ a_
a
la-
a
1
_
♦
�-
L o
a
♦ ,
r
N
a
\
Lo
_ E
,
coios
o
d
o y
w
a
-
a -
'a
o
�+
G1
=
c N 3 o Y
c 0 =
A
CN
_z
_
c000he
o='v= o
� 0
E
0 m 0 m o
�+
N
L..2
:L-
@mm0C.�,LGi
CL
wu)
-
m
' > L
a
,
a ,
r a
,
,
,to
_ a_
a
la-
1
_
♦
�-
L o
a
2v d
r
N
a
\
Lo
_ E
,
coios
o
d
o y
w
:Ecc
=o
4)
E
3
` , - a- - - ` to -' • ♦_ _ - , _ , , - ' _
0,. FIRST FLOOR
-------------% a, `, a O.. FIRST FLOOR
—_ __ _—___-__-___ ___ ___ _ _______�___a_______�___ _______________—
- -
REAR ELEVATION
ti V Tom
0
m
o
z ti Zti
o
o. N
no
W M
d'Vt`
F— CV
Z — ch
_VJ
0 U
IL LV 0
Z O- p�
Q � O
LL
QOz
W qq Q
N
NORTH
7413-B
ELVml
CORALBELL
ORLANDO
O
_
�-
L o
2v d
r
N
r
\
Lo
_ E
d
coios
o
d
o y
w
:Ecc
=o
4)
E
3
'a
o
�+
G1
=
c N 3 o Y
c 0 =
A
CN
_z
_
c000he
o='v= o
� 0
E
0 m 0 m o
�+
N
L..2
:L-
@mm0C.�,LGi
CL
wu)
-
m
' > L
t Q
7 v H r�
I:
�w
���
ti V Tom
0
m
o
z ti Zti
o
o. N
no
W M
d'Vt`
F— CV
Z — ch
_VJ
0 U
IL LV 0
Z O- p�
Q � O
LL
QOz
W qq Q
N
NORTH
7413-B
ELVml
CORALBELL
ORLANDO
O
J
�-
00
r
\
Lo
W
A
ti V Tom
0
m
o
z ti Zti
o
o. N
no
W M
d'Vt`
F— CV
Z — ch
_VJ
0 U
IL LV 0
Z O- p�
Q � O
LL
QOz
W qq Q
N
NORTH
7413-B
ELVml
CORALBELL
ORLANDO
�
G
o
NCD
•
• (� s
'
l2
C�tgV
LL
O
Lu _ t w °° iC
�. . O
Z�
W Cr -• Q
O Z
Z+ �fi
cE�'��E
••
�
0
``�
12
6-
12
12
6p
�
� 12
io Q 6
ASPHAL SHINGLES
TYPICAL PER SPECS. ,
12
19'- 8PLATE 6 ----------------=-
-----------------------------------------------
6" TRIM
- `, � - ,` _' _ /` - ,♦ _ ,� - t - ,, _ - ,� , - ♦ _ - _ ; TEXTURE
' - COATING (TYP.)
.r
12
♦ a
9' 4" PLATE- . _ \ - - t , s _ - , _ ` - > - A 9, 4„ T
0. M.
If
SEE DETAIL _ %_ ' • _ ♦ - ` ,-a
e
,
y '
,
0" FIRST FLOOR - / - ` , - - - 0" FIRST FLOOR
--------------------- - - -- - ---- - - - - --------------------------------------s-t-------`-----I------- -- --- ----- ----------------
SIDE ELEVATION
TEXTURE
COATING (TYP.)
9'-4"T.O.M.
12
S _ _19'_ 8" PLATE _
BOARD & BATTEN
W/ 6" TRIM (TYP.)
12
12 - _ 9'_ 4" PLATE
ao
0" FIRST FLOOR - -
`` _ 0" FIRST FLOOR
T , + 1
SIDE ELEVATION
0
m
o
.,o $o
a. N o
W M
O J �
F— C4
Z — M
_ V J
0 OC LL
o.Wo
Zai
Qa 0
0 L
Qoz
W Q
N
NORTH
7413-B
ELV-2
CORALBELL
ORLANDO
�
G
o
i O
'
Lo
cE�'��E
d
0
_00m
v
\r
•=tcmE�
E
m 3
_
O
V a
�+
as
C
y3Nc°c—
� y O:C
Y
C=
o= O= o
d H
V m N m o
G
4 H N -
N d 3
N
E ft
M d
d i i L —0
.� QV
0 r+
H�omcaEcav,
0
m
o
.,o $o
a. N o
W M
O J �
F— C4
Z — M
_ V J
0 OC LL
o.Wo
Zai
Qa 0
0 L
Qoz
W Q
N
NORTH
7413-B
ELV-2
CORALBELL
ORLANDO
�
J
o
co
'
Lo
\r
A
0
m
o
.,o $o
a. N o
W M
O J �
F— C4
Z — M
_ V J
0 OC LL
o.Wo
Zai
Qa 0
0 L
Qoz
W Q
N
NORTH
7413-B
ELV-2
CORALBELL
ORLANDO
tuID Z% No; goIle
N'Y C0� Q- �• rn 6. ���
=� L . coM • ►
x.p. 0 .2 v O O. J i
�ti �( FW �W dD cc:Q—
CJ •�Z cf)
LL.iii � ••• �� �!`
6,8 h.••••' ��
'tll
ROOF VENT CALCULATION:
ATTIC SQ. FT. / 300: 1285 / 300 = 4.28
4.28/2=2.14x144=308
ROOF VENT = 308 / 138 SQ. IN. = 2.23 VENTS
r1
�
C
L o
�
T°L2L:-
N
~
C
(a d CL
c E
-0 E
d
cv=c0oo
J
W-0
U)v
c -a
y •� >,
E
02
.= tcc
=
mEM
o
�3
E
o
�+
as
C
N:3vscc,c-
i N O Y
Y°
c .c
p ° •p o
GmN��Nmo
Lo
o.=Haci=
t4
G1 CL
d
E•-dRi>L,..
N
(D�a
>,cc�
t Q
3 v N .F
r1
�
J
�
r
Lo
4�
4�
A
0
m
o ..
zti Zo
..�
'o -$O
W C'7
OJT,
H � N
Z - M
_ V J
O U.
M W 0
Z a OC
!) LL
QoZ
W dq Q
OCa�c)
N
NORTH
7413-B
RFP -1
CORALBELL
ORLANDO
0
10
r
NO TH
SCALE " = 20'
2007 ROC
CALCULATION
WITHIN PROPERTY LINES
SLAB:1285
F LATWO RK: 362
LOT:3243
COVERAGE:50.7%
SOD AREA: 1296
-------------
NOTE: AVG 300 SQ.FT. OF SOD IS.
SUBTRACTED FROM SOD AREA
TOTAL
FOR LANDSCAPE.
On
ARC TABLE
ARC LEN. RAD. CHRD. BRG. CHRD. LEN.
'Al 27.18' 75' S30028'34"W 27.03'
Lo
N
ON
cf)
�7
opo ,.. �•` ��.•' ••.
N Qom- �4 rn 6-•.2�
C '� O �. J
T
N �- u! I CD H p: Z �
co 444
40' S40051'28"W
1
I
5'-0P
15' B. L. A/C
I
1
I
1
t _ _ n
1
30'-0
GIPP R
�
W
M
J
i O
i�
�Ldrd'a
Tm
�
_VJ
O
OC
L L
CL
LLI
0
Z
c E
-2!' E-
Q
C-
0
J
c,OO
c �
Qoz
G
N _ �s
E
.N
=tco
3
O
m c
-�
N
O
as
C
N3vc°°=
L N 02
..v+-'
O
C O O Ox
H
vv m y OL.
co
~
�„.3
OU)°asQ.�'LL
z CL 3 v 0 U)
r-0cmmEcCv,
�
W
M
J
co
Z_M
II
Tm
�
_VJ
O
OC
Lo
CL
LLI
0
Z
a
p�
Q
C-
0
�0LL
Qoz
Wqa
oc�CI).
N
A
�
OJT,
W
M
Z_M
_VJ
O
OC
LL
CL
LLI
0
Z
a
p�
Q
C-
0
�0LL
Qoz
Wqa
oc�CI).
N
NORTH
7413-B
PLT
CORALBELL
ORLANDO
COMMUNITY & COUNTY CODES.
FOUNDATION NOTES:
_
J V
Z V
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
%
W �i�'�s•"""•�� �/ �i W o
�'%�2
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE.
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
'� J Z
a) W
16'-0" (2 -STORY FTG)
SECTION R506.2.3 FOR REQUIRED LOCATIONS
8"
Co O
2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE
INSTRUCTIONS.
FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL.
5.5
A/C PAD
MIN (10) # 5 E.W.
VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO
W• •Z= Q
. U o ¢ O 00 , O LLj
Z:!jz �:��
Z
S3
WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
Q. sem, ` Z W
�6 �`�} O
S3
FORTH IN CURRENT CODE EDITION).
BARS & 3" MIN. COVER TO EDGE OF CONC.
DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO
p ������•.•
W
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
G.
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
_
SYMBOLS LEGEND
LAP SPLICES SHALL BE NO LESS THAN 25".
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
W
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
I
FOOTING STEP DOWN AND CORNER INFORMATION.
a
O
RECESSING DOOR SILLS.
t�13W�
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
-�
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
0 Nk
I
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
_
a
__
� S3
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO>
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
USE ALTERNATE APPROVED METHOD.
O
W
30'-0"7.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
�iillll11///� Uj M
COMMUNITY & COUNTY CODES.
q
_
J V
Z V
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
%
W �i�'�s•"""•�� �/ �i W o
�'%�2
00
14'-0"
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE.
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
'� J Z
a) W
16'-0" (2 -STORY FTG)
0
8"
Co O
13'-4"
INSTRUCTIONS.
FO
5.5
A/C PAD
MIN (10) # 5 E.W.
FO
W• •Z= Q
. U o ¢ O 00 , O LLj
Z:!jz �:��
Z
S3
t
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
Q. sem, ` Z W
�6 �`�} O
S3
BARS & 3" MIN. COVER TO EDGE OF CONC.
DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO
p ������•.•
W
�Uj 1%.
G.
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
W LL
f����IJltt1111����`
_
SYMBOLS LEGEND
�
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
W
I
FOOTING STEP DOWN AND CORNER INFORMATION.
a
O
■
t�13W�
U
-�
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
0 Nk
I
_
a
__
� S3
S9
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO>
O
W
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
m Q
TIE BEAM (8'-0" MAX U.N.O.)
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
Q
I
■
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
c9
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
j
TO TIE BEAM.
■
I
ENG: RMG
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
W
U
DRAFTING:
0'-0" FIN. FLR
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
W
-STRUCT: MB
io
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
W
QC CHECK:
CC
U')
0
Of
O
COMPACTED IN 12" LIFTS TO AT LEAST 95%° OF MAX. DRY DENSITY AS
F_
JOB No.
DWH-0205485
3-1/2 THICK CONC. SLAB W/ 6X6
SCALE:
I
Q QI
DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
W
O
W/1.4
(
X W/1.4 W.W.F. OVER 6
06-20-18
1/4"=1 -019
co
W
■
MIL
VAPOR BARRIER OVER
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
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 OFWMR p R &ASSOCIATES, LLC is strictly prohibited.
I COMPACTED FILL.
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
z
I
�I
�I
I■
14'-7 3/4"
9 Z
15'-4 1/4"
I
2
2 FO
S3
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
>
FO
F--
C1
STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND
a
4'-7 3/4"
0
S3
FOOTING SIZES PENDING DEPTH OF STEMWALL.
W
U LL
S3
a00
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE
O
FO
F1
I
S3
S3
18'-8"
■
■■ _61-
CONTACT E.O.R. PRIOR TO CONSTRUCTION
Q 0
101-8" 10'-8"
2 �
�"
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING
_
00
a
r-
-1
SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE
~
I
FO
FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION
S3
OFO
S3
�
■I
-
MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
co
I■
2.3
I FO
S3
(
F1
S3
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
• •
CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY
a
0
•
DO
e
5�
DO
D
4'-2"
6'-1"
1'-8"
16'-0"
p
ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT
REQUIREMENTS ARE MET.
Q
(2 -STORY
FTG)
6'-6"
19'-4" (2 -STORY
FTG)
30'-0.,
FOOTING SCHEDULE
M
COMMUNITY & COUNTY CODES.
q
_
J V
Z V
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
%
W �i�'�s•"""•�� �/ �i W o
�'%�2
00
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE.
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
'� J Z
a) W
o
0
O
5W
Co O
INSTRUCTIONS.
Q : W 0*< `. Q J
5.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (10) # 5 E.W.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
W• •Z= Q
. U o ¢ O 00 , O LLj
Z:!jz �:��
Z
t
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
Q. sem, ` Z W
�6 �`�} O
BARS & 3" MIN. COVER TO EDGE OF CONC.
DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO
p ������•.•
W
�Uj 1%.
G.
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
W LL
f����IJltt1111����`
_
SYMBOLS LEGEND
�
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD
W
FOOTING STEP DOWN AND CORNER INFORMATION.
a
O
t�13W�
U
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
0 Nk
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
z W
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO>
O
W
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
m Q
TIE BEAM (8'-0" MAX U.N.O.)
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
Q
N
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
c9
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
j
TO TIE BEAM.
o
STRUCTURAL
ENG: RMG
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
W
U
DRAFTING:
0
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
W
-STRUCT: MB
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
W
QC CHECK:
CC
FILLED WITH (2) VERT.
Of
COMPACTED IN 12" LIFTS TO AT LEAST 95%° OF MAX. DRY DENSITY AS
F_
JOB No.
DWH-0205485
Q
SCALE:
AS INDICATED
DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
W
O
z
W
0
DATE:
06-20-18
1/4"=1 -019
co
W
2
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
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 OFWMR p R &ASSOCIATES, LLC is strictly prohibited.
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
z
PSF.
9 Z
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
>
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE
F--
STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND
a
FO
FOOTING SIZES PENDING DEPTH OF STEMWALL.
W
S3
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE
O
HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE —STOP —
CONTACT E.O.R. PRIOR TO CONSTRUCTION
Q 0
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING
_
SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE
~
FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION
-
MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
co
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY
a
0
ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT
REQUIREMENTS ARE MET.
Q
FOOTING SCHEDULE
M
U
O
H
W
12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
04
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
BARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 E.W.
a
°
o
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.
24"SIDE @3 O.C. &MIN
i0
W Z
� g g
1A
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
(3) #5 PARALLEL TO 12"
� �
z
BARS & 3" MIN. COVER TO EDGE OF CONC.
SIDE 6" O.C.
w/
z
a"
J
U off` S
z
24"x24"x12" dp #5's EQUALLY SPACED EA.
2O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
BARS & 3 MIN. COVER TO EDGE OF CONC.
MIN (3) # 5 E.W.
> z
Oa
a Z
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
L
BARS & 3" MIN. COVER TO EDGE OF CONC.
U
W
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
-MUJ
BARS & 3" MIN. COVER TO EDGE OF CONC.
06 H z r E
32'x32'x12" dp w/ #5's EQUALLY SPACED EA.
Z ,. rn
2.6
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
Q
Z V g o M .
FOI
BARS & 3" MIN. COVER TO EDGE OF CONC.�O
m LL o N
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.
S3
LL L1.1 Z
J U w o >- no 8
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
Z J
Q = o w l ca
O 2 W
BARS & 3" MIN. COVER TO EDGE OF CONC.
O
3: o
Z E
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.
Q h-- O
Q¢ W Y O
o W g a
3.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
BARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
U
j
U
0
�
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.
W W
LL W o
�5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
_
Z O
BARS & 3" MIN. COVER TO EDGE OF CONC.
2 (n
O
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
4O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
U m
��
a Z N
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.
4A
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
aO
Or_M
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.
U LLL
Q
4B
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
Q
z >
BARS & 3" MIN. COVER TO EDGE OF CONC.
Q
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.
w W
4.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
U LL
W
BARS & 3" MIN. COVER TO EDGE OF CONC.
a LL
0
.5
8>
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
2 J Z
0 V) —j Q
BARS & 3" MIN. COVER TO EDGE OF CONC.
W LU
z Ion
Q
OJ J Uj
It
54"44'W4" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
& 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
O
O _jBARS
=
Z J V
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
".
O
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W.W
16-
BARS & 3" MIN. COVER TO EDGE OF CONC.
_
J V
Z V
66"x66"x16" dp w/#5's EQUALLY SPACED EA.
0
O
5W
5.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (10) # 5 E.W.
z
W
t
BARS & 3" MIN. COVER TO EDGE OF CONC.
�Uj 1%.
G.
_
SYMBOLS LEGEND
�
'
w _j
0.
a
t�13W�
■
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO>
O
W
TIE BEAM (8'-0" MAX U.N.O.)
W
O
N
c9
•
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
w
TO TIE BEAM.
o
STRUCTURAL
ENG: RMG
U
DRAFTING:
0
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
W
-STRUCT: MB
INDICATES 45° CORNER BLOCK GROUT
D
QC CHECK:
CC
FILLED WITH (2) VERT.
Of
#5 CONT. FT.G TO TIE BEAM.
JOB No.
DWH-0205485
Q
SCALE:
AS INDICATED
FOUNDATION PLAN
z
W
0
DATE:
06-20-18
1/4"=1 -019
co
W
2
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 OFWMR p R &ASSOCIATES, LLC is strictly prohibited.
SYMBOLS LEGEND
■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO
TIE BEAM ( 8'-0" MAX U.N.O.)
• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM.
(1) # 5 @ TOP, BOTTOM ❑
& @ 24" O.C.
VERTICALLY BETWEEN
COLUMN & MAIN
HOUSE CMUCD
❑ Q
� ``111111111////
�lz V .6.906••• /� i
FILLED CELL 9.69 ••• /lf%,i a
0• % Z LU00
co
�. Q.krrn �6-•�► Y 0- c
PLAN VIEW _ Z w O Q = Z t`
:W °°
0 0: � �Z=Q U
U a•
12'-8" 2'-4" 4'-8" 4'-8" 4'-4"
.. �.i 9 �: LLI Z
(1) CONT. # 5 FROM 0'% 06-- 9• � z
TIE BEAM TO FOOTING o ���' * p � O
Uj U-
60
® MASONRY WALL o
� ■ N
® REINFORCING PER O
-------------
(1) # 5 @ TOP, BOTTOM PLAN (TYP). U
co & @ 24" O.C.
Cl)
ih 1' 5'-8" ih 1'-0" iv VERTICALLY BETWEEN W
COLUMN & MAIN Q
® HOUSE CMU m C)
o
SECTION VIEW JO
■ ■ w
w
D1 MASONRY COLUMN TIE IN ~
0
- 0 Z
O
In > O
IIS
00 a a
= U
11 ❑
o W
a �
oti Ivi �
w
0..
O
V >
■w
o ® Q
cli
w V
M dp
M F- 0
a
■
■ v A`�¢' e
6011 p
f� Z "
Z 10. z Ua
W . oma' _ o
o z
o
a W Z
a w
■■ ■ ■ ■ ® U W oar
_'�
4'4" 8"[l'-4"['
" 1'-4" 3,_81' -
HZc5 8
0 Z
a Z v�i"'co.
v
_ cJ
fqco o LU <000vr
Z �2U) oPu;ooZ Z W Y E
QQO_
0 CL
O W O V
® ■ 2 ^
� _ � L� Z pv�
O
o U m ti
imo Q z N
m0 O M
F -
❑Q a LL
VL -5
o
• Z
LU J
cn W
16'-0" 1'-8 J z
K LLLI LU (1)
11
o m l�— LLI
Z } 0
J
w
LU = J V Z U
o Se CV)
z (L LUCL
1
za
t LU O LU
o
Of QOLU CY)
w IX N
z
w STRUCTURAL ENG: RMG
u) DRAFTING:
W
STRUCT: MI3
V QC CHECK: CC
f-
JOB No. DWH-0205485
U)
Q SCALE: AS INDICATED
DATE: 06-20-18
z
co
DOWEL PLACEMENT PLAN
w
1/4"=1 1-011 2 S2,1
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.
(1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRIG WALL BACK 2x BRG WALL PER
BOND BEAM IN FULLY2x BRG WALL PER
BOND BEAM IN FULLYPENDING SITE ABOVE - WALL SO GYP FINISH IS PLAN AND BEARING
PLAN AND BEARING
GROUTED CELL. A'. 1 CONDITIONS SEE ANCHOR TO HAVE MIN. FLUSH W/ WALL SCHEDULE
GROUTED CELL. PENDING SITE� WALL SCHEDULEREFER TO MD08 FOR CONDITIONS, SEE REFER TO MD08 FORDETAIL MF20 FOR 7" EMBEDMENT BELOW
SPLICE INFORMATION DETAIL MF20 FOR SPLICE INFORMATION _ DEEP MONO MIN 5" FOUNDATION BELOW
`t CONC. SLAB PER LOWEST STEP OF CONC. SLAB PER I 2x P.T. BASE PLATE
`r ' CURB CLEAN COMPACTED
DEEP MONO w c� n FOUNDATION PLAN FOUNDATION PLAN I a
v� MASONRY WALL W w c i FILL @ 95% STANDARD
MASONRY WALL "� ¢ SEE PLAN (1) #5 CONT. W/ 1-1/2" w I DENSITY CONC. SLAB PER
SEE PLAN I4 > COVER TYP. z ¢
CONCRETE SLAB PER7 2 ..11 cn g ¢ > I 2x P.T. BASE PLATE FOUNDATION PLAN
CONCRETE SLAB PER ''r FOUNDATION PLAN ¢ CONCRETE SLAB PER
FOUNDATION PLAN VARIES > FOUNDATION PLAN .A,:
SEE PLAN a • : , ; = : , : ..
• • ' •. ♦ . �• • °: z • : e. - d .
a, �, oo I a • GRADE • ° — 11- m — o III Z
RADE MI G •---- r—:ZCo.:I I— —Z- =II1=1II118- IIF, ; '
_ •:. i. ISI—llI ,�I— _ $"— 6 —•' :—_ —— — —
a _ _ _
- —
—I I 1= I 1111-111
I I_- —=1 11-1 11=Co
i,1°— 111c1> #5 BAR CONT. I ,t: , ,(2) #5 BARS CONT. w/I I 1—I I III- Ilk sk%- W/ 3 COVER TYP. 8" 16" 4" 3" COVER TYP. 8" 8" 8„8,.```'''.(2) #5 BARS CONT. _ _ (2) #5 BARS CONT. ' I (I CLEAN COMPACTED CLEAN COMPACTED `� �1�,•°°•�••••'• �� ��� W
III : III t t III t t t W/ 3 COVER TYP. — 0 6 8,. 8' 10 cn • s _
W/ 3 COVER TYP. o FILL 95 /o STANDARD 2 #5 BARS CONT. W/ - • '•• W
FILL @ 95 /o STANDARD () a0
CLEAN COMPACTED @ 3 COVER TYP. w ? <cr rn b ° _
FILL @ DENSITY (2) #5 BARS CONT. W/ �.Z w •; J =J Z o
8" 1'-0"
DENSITY % STANDARD 8" 1'-0" DENSITY 3 COVER TYP. CLEAN COMPACTED CLEAN COMPACTED
ESHABE
D STORY OCCURS, FTG FILL 95%o STANDARD @ ° v 2 j ° �:• Z` Q U
@ FILL 95 /o STANDARD z v• O � ❑ �
DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG �-�' - •°aq
W a
WHERE 2ND STORY OCCURS, FTG 1'-4' WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG Z � �- 0
SHALL BE 1'-4" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W!(3) #5 BARS P ��id� •••sees•• a�/���
W �����r►1np ���LL
_ FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING fiFO�NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING
u
3/4"=V-01' -0 3/4"=V-01' 3/4"=1'-0" 3/4"=V-0" 3/4"=1'41 -1,-0„ 3/4.,_ -1-0, „
C
c
NOTE TO CONTRACTOR:
c
ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D C
FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w
SEE PLAN FOR ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH w a
I DOOR LOCATIONS.
SHOWER SIZE
FOUNDATIONS AS SPECIFIED THIS DETAIL. MASONRY WALL c
OPTIONAL CURB BY MIN. 24” BEFORE
�.4• CONTRACTOR TO v
BUILDER w Z Z ANOTHER STEP :..[�"�.. a.:
VERIFY WITH DOOR Cl)`SEE PLAN
FIELD VERIFY CONC. SLAB PER 8"x12" THICKENED b g r ` •. MANUF. FOR (1) #5 FROM FTG. TO
Z CONC. SLAB PER FOUNDATION PLAN SLAB W/ (1) #5 CONT. r ¢% ; '' • REQUIRED RECESS SLOPE TIE BEAM MIN. 25 F
CL FOUNDATION PLAN W/ 3" COVER TYP. 0 • :. j a �• :. =- ; ; #5 CONT. THRESHOLD PER MFR'S CONC. SLAB PER SPLICE GROUT CELL u
y z - � w ' .: �r . REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS C
wM ::..r - N THRESHOLD -
GRADE j 1' : a. i w p a FOUNDATION PLA
now . a-+ ENEA70ft �. -... w THR SHOL PER
_ - f • % <. v) A.
1' 'j . i. FOR QUANTITY C
_ _ _ _ _ - o -. MANUFACTURERS u
• ; a -1 I I—I I I—I I I = I—I I '..: ` • III—�'♦—'� _a._'— t -
�' • — 00 — – a . • . , — I- -a � - e•Ij� ' , SPECIFICATIONS
°° d -III—I I—I I I I I I :.. I I—I I- �- .... :' #5 x 25 x 25 CORNER : a •.. C
GRADE . d• x - _ '� =I I I=I I FE - - - - - , III I I (- • : : ' . BAR ONE FOR EA. ♦ - :a ' : :.• •' o
e.4 ♦ .
— _ III—III—III III—III III III—III a d . , _ •' i :• = z III—III—I I .. ' d III—III—I
0o Z _ d =I I =III III l I. III- 8., 8" - _ w e _ ... I VERIFY PLAN DETAILS .. 4. , .. 4 je HORIZONTAL CONE SLAB PER w ao - _ _ '�. _ _ - u
III I _ III—I I I I I III- -- �- III III I I —I 1=1 I I—I_I I
w p : - d FOR REQUIRED #5 4 d REBAR, TYP. U.N.O. •. : Fd
r = _-.• _ _ _ w -.- -' �,� .�•: •' • . •.... •;. , • ' '.. -.- . '• '�4 FOUNDATION PLAN i- III -II C
o = I III- U) I I -CONT. BARS. MAINTAIN -� ♦. _-• M -
1+• II ♦
I MIIMIII-I I I- PENDING SITE I I, ; I I iI I� II II ,I - _ 13 COVER TYP. • - -
CONDITIONS, SEE I I I -III- I ((-I -am.—
I 1=1 I I III I —I — , a - — -
_.:.
DETAIL MF20 FOR 16"MIN.- 16" MIN. • 4' . ` SLOPE (2) #5 BARS CONT. 8„ 8„ 8„ 8"
I I =III I I- -III—I I = _ - W/ 3" COVER TYP. F
DEEP MONO ...
1 -0" VERIFY PLAN DETAILS III-III=1 I 1=1 1 I BEND EACH CONT. #5
2 #5 BARS CONT. FOR REQUIRED #5 PER MFG SLOPE EXT. SURFACE CL
O BAR AT STEP DOWN, CLEAN COMPACTED
W/ 3" COVER TYP. CONT. BARS. MAINTAIN OR GRADE 1/8" PER o u
CLEAN COMPACTED OR INSTALL #5 HOOK FILL @ 95 /o STANDARD
FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM DENSITY
WHERE 2ND STORY OCCURS, FTG BAR. LAP REBAR PER BUILDING C
SHALL BE V-4" WIDE W/(3) #5 BARS DENSITY 1/2" FIBER EXPANSION WHERE 2ND STORY OCCURS, FTG c
DETAIL MD08 ON SHALL BE V-4" WIDE W/(3) #5 BARS [
LINTEL PLAN AS REQUIRED
FO FOOTING @ SHOWER AT MASONRY AF07kTHICKENED EDGE AFO'
TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 c
c
(2) #5 x 4'-0" BARS WOOD POST PER PLAN u
® FILLED CELL PER PLAN
CENTERED AT PIPE PVC OR SCH40 SLEEVE
FOR SIZE AND BASE
C
PENETRATION
CONNECTION
4 '
TOP COURSE TO BE
C
- - - - - - -
a . ' .a a >o
CHAIR BLOCKS.
8" CMU -
< • d a0 a e .. a
ENTIRE BASE TO BE
0
GARAGE
FINISH PER ELEV.
- --
I-III=I (I -I I
FILLED SOLID
- - J
CONC. SLAB PER
=I
I = I
I III
CMU BASE W/ (1) #5
SEE ELEVATION
u
FOUNDATION PLAN
��
8 C.M.U. FINISH PER
-
III—I I
VERTICAL @ EA.
F
TOP VIEW
@ CORNER
FINISH FLOOR
ELEV.
CORNER. SEE PLAN
C
PENETRATING
FINISH FLOOR
-
00 g =1 I (- a a III REFER TO
- =
FOR BASE SIZE; BARS
•
o
CONC. SLAB PER
GARAGE WALL
.. <a PIPE. MAX 4"
' 4,44 GRADE
z
PENETRATING PIPE
�- - I I PLAN
I III-III=III=III-FOR
TO TIE INTO EXT. FTG.
BY TIE IN OR EPDXY
���,' • .�
z c
-
FOUNDATION PLAN
BEYOND
_ •
= -
iv
MAX. 4"
,III=1 CONT.ON
II I I I-
CONNECTION
: :�'
,d:
�' `„
-
... ::_
#5
-I PLAN FOR I� FOUNDATION
(
Q u
-
,• ,' . A
LOOP TIE (TYP.)
SIZE & REINF. INFORMATION
THICKENED EDGE
'
> C
I
- z
•.
_
•
FOOTING PER MF08 ON
F
4 '
w
DRIVEWAY BY
PVC SLEEVE MAX
- = i tt
ih -
:..� .v,
1 '
REFER TO
PIPE PERPENDICULAR TO FND
THIS SHEET BEYOND
,..:
w C
BUILDER- CONCRETE
6" DIAMETER
_
- =I =III-
' .- • .
�, •''
FOUNDATION PLAN
.. d
F
w <
4.: `�
OR PAVERS
Z
ce) -
' 4 -
.�. •4 FOOTING PER PLAN
_ z�
.•
FOR CONT.
CONTACT EOR FOR ADDITIONAL REVIEW
CONC. SLAB OR
PAVERS PER PLAN
:. �._ .• :, ...
PITCH
C
♦
_
I____
I I I (
FOUNDATION
FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS
—' d
. • a
• . ' -
- z
�=III=1 I i- CLEAN COMPACTED
INFORMATION
• - .
4
GRADIE
0
FILL @ 95% STANDARD
'
a•.
— F
—'`(SIDE
1I CLEAN COMPACTED
VIEW) DENSITY _
)
_
FOOTING PER PLAN
- .� , . a a . ... _ . A - _ _
a : 4a 4 a 4 :A
_
—III=1 I (
-I
_
-.
i - ' - � 4 III=II�
• : •
— I �
-III—I I III=I
—III=� f�
I _ I-1 I' FILL @ 95% STANDARD
(FRONT
VIEW)
PVC SLEEVE
— Q
-III-III -. „- III=III
°. .•
SEE FOUNDATION FOR - a.. •. -'• : ; . • . ; .
..a .�.
PAD SIZE
1-I - -
III--C
-� I _ =1,1
I III 8'Ex 8" THICKENED
MAX 6" DIA.
Q I I=� I (-
I.
,
I
4 8
-III-III
CLEAN COMPACTED
.•=M� - -.- �=
EDGE W/ (1) #5 CONT.
I I I-II a a I1-) I I-
FILL @ 95% STANDARD
I I a' ; :♦
W/ 3 COVER, TYP.
; a.
4 '•
DENSITY
- ��..
-III ev. d
61171�'THICKENED EDGE @ GARAGE DOOR
fiF1 TYPICAL FOUNDATION PENETRATIONS
' 11=1 I II 11-111-
01=1FOOTING
@ ENTRY MASONRY COLUMN
3/4"=V-0" 3/4"=1'-0° PIPE PARALLEL TO FND 3/4"=1 G
C
MIN. (2) #5 DOWEL W/ TOP COURSE TO BE CHAIR
C
CONC. SLAB PER ALL REINFORCEMENT SHALL CONC. SLAB PER MIN. 6" EMBED. INTO BLOCKS. ENTIRE BASE TO BE WOOD POST PER PLANT,
C
FOUNDATION PLAN MAINTAIN 3" CLEAR TO FOUNDATION PLAN MAIN FOOTING W GROUTED SOLID SEE ELEVATION FOR SIZE AND BASE
GRADE AND 1-1/2" CLEAR TO SIMPSON EPDXY @ CMU BASE w/ (1) #5 VERTICAL @ CONNECTION ALL REINFORCEMENT SHALL <
ANY FACE EXPOSED TO 12" O.C. EACH CORNER CONT. TO FOOTING. MAINTAIN 3 CLEAR TO C
WEATHER ALL REINFORCEMENT SEE FLR. PLAN FOR BASE SIZE ` 1 4• :1' Z GRADE AND 1-1/2" CLEAR TO
SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS e ANY FACE EXPOSED TO
DEEP MONO FOUNDATION i • . ,. - f '
TO GRADE AND 1-1/2" REQ'D PER GRADE W/ ; : ¢ WEATHER
CLEAR TO ANY FACE MIN (1) #5 BAR PER PLAN �.. w
EXPOSED TO WEATHER #3 STIRRUPS @ 48" O.C. WHEN �. .: ;a:..'. w F
MONO DEPTH EXCEEDS 26", IF • : ' a w FORM TO MATCH PEDESTAL
c
•w DIMENSIONS ABOVE. POUR WITH
_ ...< . , . •, - . ;• � .•. .,.... '♦ . '� � _ � _� - ` SEE
DEPTH IS LESS THAN 26", .. •.' 4.: C/) DIMENSIONS
MONO FOOTING F
e . • • a . • . STIRRUPS ARE NOT REQ'D. 4...: u
. • PLAN ::� • . :: `. 4... F
bo ih I I l- o • • FOOTING SEE FOUNDATION FOR SPREAD
_III— .= • ' _ -, t t— • ..
60 M
• .. e•
(2) #5 BARS @ TOP Z (2) #5 BARS @TOP ° .• W Z '�:.•e , e -� T`7 F
—III ' .° ' w i -- I 1 I •:•• : ♦ �• w r i� • . • ♦. •... C
WHEN MONO DEPTH - — WHEN MONO DEPTH 1'
_ III—I : r •::..•. i : ••• •. • •.. _
EXCEEDS 26", IF –I II=I f �.. H EXCEEDS 26", IF ♦ ♦ a O •.. 4 .. e • ' - • .. a :,�
..:.' u
DEPTH < 26" THESE I (=III �. •' �', rp ° DEPTH < 26" THESE —III I •• ra • :. F- •.. ;• e' •. .: _ =GRADE
e •j .. • ' . i '.r• IIIc(—
BARS ARE NOT REQ'D =I GRADE BARS ARE NOT REQ'D III=I .. :••• �- .•� •� 4-0 .
— .. d GRADE • .%�' :e ♦-. 'b I
—�—
#3 STIRRUPS @ 48" = III ... _ _ #3 STIRRUPS @ 48�, ...' :. 4; .' :• _
O.C. WHEN MONO =1 I 1=1 t ..' :1..� III=III- z' O.C. WHEN MONO I I 1=I t ':.:.- .' ;1 •n III=III=1 I I- z_ :. ♦ •' . :. ' p' •' •. .' a. ' I I ; —
I— CLEAN COMPACTED u
=1 I I .` =1 I I=' DEPTH EXCEEDS 26", =1 I I i• ` =1 I I=1 I I o 0
DEPTH EXCEEDS 26 - e d� : ♦'. J d : • 'I - ' ' ' I I— O -_ �' I FILL @ 95 /o STANDARD
IF DEPTH < 26" THESE • p •.. ::- _ I o IF DEPTH < 26" THESE I _ 4 • p' ,�, +:a � r— . r �—'� .. � :ter � -
_ �. :. _ o - 4. �.d.. _ J. �...' .. I I I U I I=I I= DENSITY E
-1111 I I—I _ 11 I—I I I. - .. a ..� • ti _ M _ _ o
BARS ARE NOT REQ'D _ I- BARS ARE NOT REQ'D
-I 1=III- CLEAN COMPACTED _=I I=1 I I-1 - - - - - - - -
- t ttt-ttt
(2) #5 BARS CONT. W/ (2) #5 BARS CONT. W/ - CLEAN COMPACTED I I-1 I I -I I 1-1 I - DEEP MONO REINFORCEMENT
3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. III I 1 11'4 =I I - FILL @ 95% STANDARD
CONTINUOUS THROUGH COLUMN BASE. F
DENSITY - DENSITY AT CORNERS: SPLICE PER PLAN
u
c
AF2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR 011=2�FOOTING @ ENTRY MASONRY COLUMN W/ DEEP MONO NOT USED
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" o
F
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.
' Z
> 0
LL
�0
W
:o
3
W
C �
U
i J
Q '
F—. < ,
Wos —G
Z Q m
- 0 Z
i
Z
W _j
0 o J�w
rn
06 HzRti8
Q Zn
( Q Z V O> Mao
0 -uj- - N
i W 0 � nXo>-0 8
7 ¢oo w
�— Z Z Z=ZLqZ E
O ¢ LL X:
i U oaga
' W O LO
_ Z DMZ
Cn 0
M
c Z N
0 ch
C Q LL
>
Uj
U 0 o
C� LLa
WW come IM
11
0 J ~W
2 �
0
O Z V
YM _
LU W
LU a
� .za
WpWLqC�
�a0W0) —
CL0 M W C4
i
STRUCTURAL ENG: RMG
DRAFTING:
STRUCT: MB
QC CHECK: CC
JOB No. DWH-0205485
i
j SCALE: AS INDICATED
DATE: 06-20-18
i
S
3
18'-0" 0 211/0 750/0 1177/0 1676/0
8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
ZI20'-8" 0 145/0 550/0 981/0 1376/0
O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0
cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI.
FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510.
2'-8" 1425/1425 3343/3280 4933/4933
SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085
3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE.
. I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839
5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT
d ' L •� .�.: MARK
•� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED
' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU'
8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T
1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER
3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP
O 8F16-1B/1T NOMINAL HEIGHT
- 0 TYPE DESIGNATION NOMINAL WIDTH
e 8R14-OB/1T
O 8F16-OB/1T 1-1/2" CLEAR
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
::,.. SEE DOWEL LAYOUT c 8F20-1B/1T
. 0 a—
PLAN FOR FILLED CELL
:a INFORMATION. MIN. 1 " 8F20-OB/1T �
r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z
EITHER SIDE OF co
Q Q CMU.
a 8R22 16/17 � g GROUT
OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL
s • CAVITY
,t ..: TRANSOM OPENING •::: r O
— BOTTOM REINFORCING PROVIDED
8R22-OB/1T '�—�`
4'-0" 4'-0"
7-5/8" ACTUAL IN LINTEL (VARIES)
- - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH
- +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O
FILLED
SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O"
:.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17
MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 -
_ P 8F32-16/17 1-1/2" CLEAR
HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _
f �� H
loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0
-1
INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D
EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U �
ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U.
O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17
O
l- O
8F12 -1B/1T Z
DOOR OR WINDOW OPENING T;, .�:t:
MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED
PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH
IN -FILL FRAMING
DIMENSIONS xO 8F40 -16/17 UNFILLED
fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES
3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
O RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOI
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
16'-0" SUPPORT.
O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
lAlA I I I �r�nlM
M
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
`•
NO
-SHEAR WALL T OPENING
"Do'
TYPI
AL SHEAR WA
L SEGMENT
"p„
#3
17/8
41/4
15
21/4
41/4
91/4
24
#4
21/2
55/8
91/2
e
3
55/8
PRECAST LINTEL LOAD TABLE
32
#5
GENERAL CONCRETE LINTEL SCHEDULE
7
1113/4
25
33/4
7
1151/2
40
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
33/4
APPROVED LINTEL MANUFACTURERS:
CONTRACTOR TO VERIFY
30
41/2
81/16
18 1/2
48
#7
43/8
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
16 1/2
CASTE -CRETE, QUALITY, AND LOTTS
THE GROUT IS LEVEL
9 13/16
213/4
56
WITH TOP OF BLOCK FOR
AT CORNERS
PRECAST "U"
METAL LATH OR WIRE SCREEN
STANDARD LINTELS
PROVIDE LINTEL W! 3000 OVER COURSES NOT REQ'D
STANDARD LINTEL NOTES
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3')
STANDARD #5
psi CONC. PER
TO BE FILLED. (SHEET METAL
CLEAR OPENING
8" UNFILLED
8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B
8F24-1 B / 8F24 -0B
8F32-1 B / 8F32-oB
HOOK BAR. LAP
LINTEL PLAN. IF
& PAPER FELT PROHIBITED)
TYPICAL TRUSS ANCHOR PER PLAN
1.
AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
1'-6"
2231
3069/3069 6113/6113
8974/8974
10000 ! 10000
.OTHER BARS INTO
CORNER AS REQ'D
REBAR IS
INDICATED IN
PROVIDE SCREEN WHEN BLOCK BELOW
2-
(1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
2'-8"
1343
2693/2561 6113/3820
8974/5961
10000/8107
LINTEL, #5 TO BE
HOOK PER
IS NOT REQUIRED TO BE FILLED
OPENINGS. U.N.O.
3'-2"
1217
2165/1969 6113/2931
8672/4576
10000/6224
HOOKED INTO
Mppg
3.
ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO
3'-4"
1006
1663/1349 5365 /1999
7342/3123
10000/4249
SIDE VERTICALS '
STANDARD 90 DEGREE HOOK
HAVE MIN. 8" BEARING EA. END
4'-0"
860
1651/1349 5365/1999
7342/3123
10000/4249
° d
"°
"�'
d_'
° •`'
;
_° _ d. •
d . . •• +- _.
a
TYP. BOND BEAM 8" x 8" x 16" K.O.
4,
LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
4'-6"
710
1423 / 1105 4360 / 1631
6036/2549
8328/3470
• ..
— —
6
• -
°' e : • .
w
H
LINTEL BLOCK FILL W/ 3000 psi CONC.
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
5'-2"
570
1232/1232 3480/2580
8360/3586
8825/4592
'
4. d
W/ (1) #5 DIA. REBAR
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
6'-2"
488
991/991 2661/2143
5681 / 2698
6472/3685
p
_ ' -
•
.. a ..
5.
(') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
7'-0"
416
752/699 1843/1625
3486/2602
6390/3302
7••
.
�.
w w
z
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
8'-0"
354
726 / 699 1843 / 1625
3486 / 2255
6205 / 2885
•
a
- N "-
g
ADEQUATE FOR THE LOADS.
9'-2"
315
618/535 1533/1247
2781/1946
4754/2489
,
III
t II
�. I IJ °
.
I
.
I • z M C7 o
w
6.
G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
10'-0"
292
567/454 1366/1277
2423/1770
4006/2263
.
BOTTOM STEEL IN LINTEL IF
- `' . co
w
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
��
10'-8"
277
492/352 1254/1132
2193/1567
3552/2003
INDICATE -HOOK INTO
- •r
-
-
-
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
11'-2"
255
471/352 1075/1075
1838/1567
2883/2003
g
VERTICAL CELLS PER MD08
, •',
�`�
a I
: _ ' `
-aa—
' ;Q
-�7.
-
LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
12'-0" 239 418 / 297 1075/1045 1838 / 1446 2883 / 1848
12'-8"
0
369 / 261 1002 / 984
1697 / 1361
2630 / 1738
a
ROUGH OPENING PER PLAN
— d
d
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
13'-4"
0
328 ! 0 1234 / 0
1779 ! 0
2662 / 0
�
w
a
l
RZ
STD. 90 DEGREE ANGLE 3000 psi
14'-0" 0 292/0 1160/0 1660/0 2439/0
CONC. W/ (1) #5 DIA. REBAR
16'-0"
0
284/0 950/0
1379/0
1997/0
MATERIALS
18'-0" 0 211/0 750/0 1177/0 1676/0
8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
ZI20'-8" 0 145/0 550/0 981/0 1376/0
O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0
cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI.
FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510.
2'-8" 1425/1425 3343/3280 4933/4933
SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085
3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE.
. I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839
5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT
d ' L •� .�.: MARK
•� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED
' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU'
8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T
1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER
3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP
O 8F16-1B/1T NOMINAL HEIGHT
- 0 TYPE DESIGNATION NOMINAL WIDTH
e 8R14-OB/1T
O 8F16-OB/1T 1-1/2" CLEAR
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
::,.. SEE DOWEL LAYOUT c 8F20-1B/1T
. 0 a—
PLAN FOR FILLED CELL
:a INFORMATION. MIN. 1 " 8F20-OB/1T �
r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z
EITHER SIDE OF co
Q Q CMU.
a 8R22 16/17 � g GROUT
OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL
s • CAVITY
,t ..: TRANSOM OPENING •::: r O
— BOTTOM REINFORCING PROVIDED
8R22-OB/1T '�—�`
4'-0" 4'-0"
7-5/8" ACTUAL IN LINTEL (VARIES)
- - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH
- +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O
FILLED
SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O"
:.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17
MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 -
_ P 8F32-16/17 1-1/2" CLEAR
HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _
f �� H
loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0
-1
INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D
EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U �
ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U.
O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17
O
l- O
8F12 -1B/1T Z
DOOR OR WINDOW OPENING T;, .�:t:
MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED
PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH
IN -FILL FRAMING
DIMENSIONS xO 8F40 -16/17 UNFILLED
fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES
3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
O RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOI
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
16'-0" SUPPORT.
O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
lAlA I I I �r�nlM
M
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
`•
NO
-SHEAR WALL T OPENING
"Do'
TYPI
AL SHEAR WA
L SEGMENT
"p„
#3
17/8
41/4
15
21/4
41/4
91/4
24
#4
21/2
55/8
91/2
e
3
55/8
121/2
32
#5
31/8
18'-0" 0 211/0 750/0 1177/0 1676/0
8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
ZI20'-8" 0 145/0 550/0 981/0 1376/0
O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0
cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI.
FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510.
2'-8" 1425/1425 3343/3280 4933/4933
SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085
3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE.
. I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839
5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT
d ' L •� .�.: MARK
•� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED
' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU'
8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T
1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER
3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP
O 8F16-1B/1T NOMINAL HEIGHT
- 0 TYPE DESIGNATION NOMINAL WIDTH
e 8R14-OB/1T
O 8F16-OB/1T 1-1/2" CLEAR
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
::,.. SEE DOWEL LAYOUT c 8F20-1B/1T
. 0 a—
PLAN FOR FILLED CELL
:a INFORMATION. MIN. 1 " 8F20-OB/1T �
r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z
EITHER SIDE OF co
Q Q CMU.
a 8R22 16/17 � g GROUT
OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL
s • CAVITY
,t ..: TRANSOM OPENING •::: r O
— BOTTOM REINFORCING PROVIDED
8R22-OB/1T '�—�`
4'-0" 4'-0"
7-5/8" ACTUAL IN LINTEL (VARIES)
- - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH
- +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O
FILLED
SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O"
:.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17
MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 -
_ P 8F32-16/17 1-1/2" CLEAR
HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _
f �� H
loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0
-1
INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D
EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U �
ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U.
O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17
O
l- O
8F12 -1B/1T Z
DOOR OR WINDOW OPENING T;, .�:t:
MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED
PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH
IN -FILL FRAMING
DIMENSIONS xO 8F40 -16/17 UNFILLED
fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES
3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
O RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOI
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
16'-0" SUPPORT.
O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
lAlA I I I �r�nlM
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
M
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
`•
NO
-SHEAR WALL T OPENING
"Do'
TYPI
AL SHEAR WA
L SEGMENT
"p„
#3
17/8
41/4
15
21/4
41/4
91/4
24
#4
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
M
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
„B„
Tot
l7r
"Do'
"A"
„B„
„ C"
"p„
#3
17/8
41/4
15
21/4
41/4
91/4
24
#4
21/2
55/8
91/2
20
3
55/8
121/2
32
#5
31/8
7
1113/4
25
33/4
7
1151/2
40
#6
33/4
81/16
14
30
41/2
81/16
18 1/2
48
#7
43/8
9 13/16
16 1/2
35
51/4
9 13/16
213/4
56
i'
� j
i
i U
8 Z °
> z 8
Z z
z
_I (D
i
i W '^`
--Lu
' ca W O -ion co r� E
' Q - N 6
1— Z O a c�
O FQ J Joo
- 7
> I.._ W
i W Z -1 cnaaro 8
_I Q=00¢vf0
> J Z °z�ZWz E
Q a w x 0
F-' U �O�ga
1 W Q W M
I Lu E- wuo
z O
� 0
m ti
Z N
O cM
' LL
> O
i J �
nn
i 0
W LL
�3
i 2 m Imo- 11
0 -1 F- LL
1 O 0
JUZU
Y M
W a 0-
z
1
Zd?-.100)
WO UJ
wa0W�
N
i
i
STRUCTURAL ENG: RMG
i DRAFTING:
STRUCT: MB
i QC CHECK: CC
JOB No. DWH-0205485
i SCALE: AS INDICATED
DATE: 06-20-18
i
S
4
M
•. .
0
u- i �� s J
o o .
Z
U
N
•z w ct•Q-Q
W U o ¢ Oi z
-�
I1 •••• o •� c Z
�� V •••....• • ♦♦� Q
p
Ix
m
LL
i'
� j
i
i U
8 Z °
> z 8
Z z
z
_I (D
i
i W '^`
--Lu
' ca W O -ion co r� E
' Q - N 6
1— Z O a c�
O FQ J Joo
- 7
> I.._ W
i W Z -1 cnaaro 8
_I Q=00¢vf0
> J Z °z�ZWz E
Q a w x 0
F-' U �O�ga
1 W Q W M
I Lu E- wuo
z O
� 0
m ti
Z N
O cM
' LL
> O
i J �
nn
i 0
W LL
�3
i 2 m Imo- 11
0 -1 F- LL
1 O 0
JUZU
Y M
W a 0-
z
1
Zd?-.100)
WO UJ
wa0W�
N
i
i
STRUCTURAL ENG: RMG
i DRAFTING:
STRUCT: MB
i QC CHECK: CC
JOB No. DWH-0205485
i SCALE: AS INDICATED
DATE: 06-20-18
i
S
4
U
U
0
A �
/�
z
�. * b�� �� M
8 0
a1 Z
w
00
!v LL �VjZY 0
6 .,
U a o�
Q�
0�Co y O O� J �J Z
'�
o^o
0
T Q V
2 �� z ° v, : O` o J
N
S1 B3.5X11.25 S1 O
Q
•��•• �` Z
���6' "1"'.09094
Z
TOP
p TOP @ 9'-4" A.F.F. p
D -
F01 LU—
O�
® �
F10
DO
J
LL
D _j Lu
W
nT"
Z
Nps E
ca W05,,n
Q � N�
0
MF O
p 0
�
♦♦nn c�
W G
C9 z
( � m LL ° 'y
_ HUC416 BEAM TO CMU III F02 S1
W/ (26) 1/4" x 2-3/4"D O
W Q
- TAPCONS & (12) 10d z
-�
f'-
0 0 v
p 0 < Lu o
z
S1 U
COMMON NAILSIII F02
L
Z z a
Y zo E
o
U F�
63.5x16; TOP III F02 w
W
W
W o
C7
z
D FO
W
=
Ia— LL
Z U
U
0
S1 F02
p �
D V
z
III F02 p
z N
4 M III
Q M
B2X12 Q
Q
0
- — — —
F09
_
LJ.I
TOP @ 9'-4" A.F.F. ■ ■ ■ o
W O
LL
O
BEAM SCHEDULE 62X12, TOP.. D �
o@ 9'-4" A.F.F.
...I z
W W Q
1 O
p-1~Ow
z
J
z
J U Z V
J
LL
Y M — Ce
w�paw
'
za
t
w 0 LU
W
2
< 0 LU
w
0�
CL C4
—
z
O
W
O
STRUCTURAL ENG: RMG
DRAFTING:
U
w
-STRUCT: MB
QC CHECK: CC
V
LL LL LL LL LL LL LL LL LL LL LL LL LL WO
JOB No. DWH-0205485
U
Q
SCALE: AS INDICATED
DATE: 06-20-18
FIRST FLOOR FRAMING PLAN Z
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGENDS5
O
z
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.
O
z
s1 I n j
O
D III0
II a
a
VIII s1 w
II D
U
1111
W
�
ISI �
U
U
0
A �
O
8 0
a1 Z
S1 BW1 F01 BW1 DO z
D SD1 O
6 .,
U a o�
- 2x6 F01 O
L
z
FO BW1 ST
a
I L
O
QUDS
Z
D -
F01 LU—
O�
® �
F10
DO
J
LL
D _j Lu
S1 III F02
III SD1
Z
Nps E
ca W05,,n
Q � N�
p 0
�
♦♦nn c�
W G
C9 z
( � m LL ° 'y
_ HUC416 BEAM TO CMU III F02 S1
W/ (26) 1/4" x 2-3/4"D O
W Q
- TAPCONS & (12) 10d z
-�
f'-
0 0 v
p 0 < Lu o
z
COMMON NAILSIII F02
L
Z z a
Y zo E
o
U F�
63.5x16; TOP III F02 w
W
W
W o
@ 9'-4" A.F.F. III ® ■
F=-
=
Ia— LL
Z U
U
0
S1 F02
m
D V
z
III F02 p
z N
4 M III
Q M
F02 Q
-
LCL
Q
IFn2
- — — —
F09
_
LJ.I
BEAM TO BEAM S1 S1 F06 U)
HANGER PER D O
W O
LL
O
BEAM SCHEDULE 62X12, TOP.. D �
o@ 9'-4" A.F.F.
...I z
W W Q
o
p-1~Ow
z
J
z
J U Z V
z
Y M — Ce
w�paw
'
za
t
w 0 LU
o
< 0 LU
w
0�
CL C4
—
z
O
W
O
STRUCTURAL ENG: RMG
DRAFTING:
U
w
-STRUCT: MB
QC CHECK: CC
V
JOB No. DWH-0205485
U
Q
SCALE: AS INDICATED
DATE: 06-20-18
FIRST FLOOR FRAMING PLAN Z
NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGENDS5
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.
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
OK
(2)2X8 SYP #2 BUILT UP STUD COLUMN
BW7
16"
SPF
TOENAILS/ END
TOENAILS/ END
NO
MID -SPAN
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
OP
COVER SHEET.
NAILS
NAILS
UPLIFT
COVER SHEET.
BW2
16
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
570 plf
MID -SPAN
BW3
16"
SPF
SP4 W/(6)
SP4 W/(6)
570 pIf
-1 PT.
O5-1/4"x7"
COVER SHEET.
D
10d x 12" NAILS
10d x 12" NAILS
SHEET.
3 .
BW4
O3
SPF
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
MID-SPAN
STANDARD COLUMN NOTES
12"
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN.
7"EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN.
7" EMBEDMENT
NAILS
NAILS
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
BW5
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
760 pIf
MID -SPAN
BW6
12"
SPF
SP4 W//(6)
SP4 W/(6)
760 pIf
3rd.
aMGT
12" EMBEDMENT
FRAME TO CMU
10d x 12 NAILS
10d x 12" NAILS
Q
PT.
BW7
16„
SYP
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
UPLIFT
MID - SPAN
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
10
HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET
NAILS
NAILS
6280
ON MASONRY: (2) SIMP. MSTAM24
BW8
16"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
664 pIf
MID -SPAN
BW9
16"
SYP
SP4 W/(6)
SP4 W/(6)
664 plf
3rd. PT.
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
10d x 12" NAILS
10d x 12" NAILS
14
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
BW10
12"
SYP
(3)12d
TOENAILS/ END
(3)12d
TOENAILS/ END
NO
MID -SPAN
1235
16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
UPLIFT
17
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
NAILS
NAILS
LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.OR
BW11
12"
SYP
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
885 pIf
MID -SPAN
BW12
12"
SYP
SP4 W/(6)
SP4 W/(6)
885 pIf
3rd. PT.
COLUMN TO FTG.
3640
4235
10d x 12" NAILS
10d x 12" NAILS
BW13
16"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
280 pIf
MID -SPAN
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
@ 32"o.c.
@ 32"o.c.
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
BW14
12"
SPF
SP4 W/(6)
10d x 12" NAILS
SP4 W/(6)
10d x 12" NAILS
380 pIf
MID -SPAN
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
@ 24"o.c.
@ 24"o.c.
z
INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS
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 SP8INSTEAD 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 s 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 1S 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
w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
qO
(2)2X4 SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SPF #2 BUILT UP STUD COLUMN
O(4)2X4
SPF #2 BUILT UP STUD COLUMN
Op
(2)2X6 SPF #2 BUILT UP STUD COLUMN
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
OK
(2)2X8 SYP #2 BUILT UP STUD COLUMN
OL
4x4 SYP #2 P.T. COLUMN
MO
6x6 SYP #2 P.T. COLUMN
NO
8x8 SYP #2 P.T. COLUMN
(2)META16 OR (2)META20
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
OP
COVER SHEET.
B2x10
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x5-1/4"
COVER SHEET.
(1)ply 1985
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x7"
COVER SHEET.
(2)ply 1900
ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3-1/2"x9-1/2"
COVER SHEET.
3
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.
D
ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER
O7"x7"
SHEET.
1450
1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
O3
COVER SHEET
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 & 8" EPDXY ANCHOR WMIN.
7"EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)8" 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"x2"
2
10d
.148" x 3"
12d
.148" x 34"
16d
.162" x 32"
8d RING SHANK
.113"x 28'
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
SIMPSON CONNECTOR
TYPE
VALUES
VALUESSPF(Ib)
TO POST: SIMP. HTS20 OR MSTA18
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS
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)a"x2a�
1�
10d x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
LTA2 w/(10) 10d x 12" NAILS @ 24" O.C. U.N.O.
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
H5.25x11.25
(3)1.75"x11.25" LVL
(2)META16 OR (2)META20
H3x12
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
(1)ply TRUSS (10)10d x 12' NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
NAILS & (18)4"x24" TAPCONS
(2)ply TRUSS (14) 16d x 12" NAILS
4'-0" TO 7'-11"
(2)ply 1900
(2)ply 1900
8'-0" TO 9'-11"
H10A w/(18)10d x 12" NAILS OR
3
H10A 1015
H10A 1140
4
(2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
D
HTS20 w/(24)10d x 12" NAILS
FRAME TO FRAME
1245
1450
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO POST: SIMP. HTS20 OR MSTA18
(2)HTS20 w/(24)10d x 12" NAILS
TO BEAM: SIMP. HUC410 w/(18)16d &
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
H2.5A w/(10)8d
FRAME TO FRAME
535
600
MTS 12 w/(14)10d x 12" NAILS
TO POST: SIMP. HTS20 OR MSTA18
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
(2)1.75"x11.875" LVL
w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
NAILS & (18)4'x24" TAPCONS
aMGT
12" EMBEDMENT
FRAME TO CMU
3140
3140
Q
HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR WSIMP. SET
FRAME TO CMU
3640
4235
EPDXY MIN. 7" EMBEDMENT
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
10
HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
ON MASONRY: (2) SIMP. MSTAM24
EPDXY MIN. 5" EMBEDMENT
TO POST: (2) SIMP. HTS20 OR MSTA18
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
18
Efl
LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.OR
EPDXY MIN. 7" EMBEDMENT
CMU
1290
1500
HTT4 w/(18) 16d x 22" NAILS w/§8" EPDXY ANCHOR w/SIMP. SET
19
EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE
COLUMN TO FTG.
3640
4235
18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS
(3)HTS20 w/(24)10d x 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
z
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. LTA2's @ 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 w/OUT 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 IST 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
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS
H2x10
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)a"x2a�
H3.5x5.5
PLATE
TAPCONS
H3.5x7.25
(2)1.75"x7.25" LVL
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR MSTA18
H5.25x11.25
(3)1.75"x11.25" LVL
TO BEAM: SIMP. HUC410 w/(18)16d &
H3x12
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
SEE PLAN FOR WALL WIDTH
JACKS @ EA END KINGS @ EA. END
PLATE
NAILS & (18)4"x24" TAPCONS
1
4'-0" TO 7'-11"
ON MASONRY: (1) SIMP. MSTAM24
2
8'-0" TO 9'-11"
TO POST: SIMP. HTS20 OR MSTA18
3
10'-0" TO 12'-0"
TO BEAM: SIMP. HUC410 w/(18)16d &
4
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
PLATE
NAILS & (18)4"x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
63.5x11.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4'x24" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR MSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
U
(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
W
" 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
D
ON MASONRY: (2) SIMP. MSTAM24
63.5x20
(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)
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H2x10
2)2x10 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
2)2x12 #2 SYP w/2" FLITCH PLATE
-
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.25x11.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2x12 #2 SYP w/ 2" FLITCH
PLATE BETWEEN PLIES
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
HEADER SUPPORT
SCHEDULE
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA END KINGS @ EA. END
V-0" TO 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 W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
THE CONTRACTOR OR A/C SUPPLIER.
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE
TRUSS MANUFACTURERS LAYOUT
----STOP----
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
ROOF & EXT. WALL NAILING SHEATHING NOTES
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE
SPACED NO MORE THAN 24" O.C.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.G. 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. An duplication, or transfer of these
Y use p � documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
I
J
a
,`��I111111111/� rn
� W v
•••••••••••••• 00
W o
L�`�.•• ••`� W
i i - A• i�� -� Z
zr O O.
�V °D O� Z J
•) �� O� W Q
z •. 5' ` o
O . z
Uj
co LL
lltltl
STRUCTURAL ENG: RMG
DRAFTING:
-STRUCT: MB
QC CHECK: CC
JOB No. DWH-0205485
I SCALE: AS INDICATED
DATE: 06-20-18
i
S
i
5.1
co
O
Z
t
0
O
U
W
D
W
8 � o
' `
v
Uzi
z
W
z�
_c
z0
z
z
O
W
W
U�
od
_Y
W
Wz5.,E
F- cn�g
(Y'
-^^VV//
J
Z
W
VJ
_z°���
~
J
��m��o N
NRO>:o 8
J
W
a=o°av�
ZDzLuzE
F_
Z
0U
z Lu E
Q¢wxoLL
F-
O
W
of O W
W
Z
Q
�LL WM
=
z
OVo
U)
O
m ti
zN
O
M
F-
LL
LU
W
O
LL
J
z
WW�(a
m
11
2QO_j
JVZU
�d M
wv_OW
-
F-
LU
a.
1
z
WC)W�t�
0
IYa0Wo�N
IT'LL
STRUCTURAL ENG: RMG
DRAFTING:
-STRUCT: MB
QC CHECK: CC
JOB No. DWH-0205485
I SCALE: AS INDICATED
DATE: 06-20-18
i
S
i
5.1
co
O
Z
EXTERIOR FRAME WALL
SCHEDULE (DWH)
WALL HEIGHT STUD & SPECIES SPACING SPACING .
INTERIOR ZONE END ZONE
8'_0" 16" O.C. MAX 16" O.C. MAX
9'-0" 16" O.C. MAX 16" O.C. MAX
9-4 16" O.C. MAX 16" O.C. MAX
10'-0" 16" O.C. MAX 12" O.C. MAX
EXTERIOR FRAME WALL NOTES
1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR``0%J111fill,.��'
REQUIRED STUD SPACING. �� * Y;�% % u.i v
2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS o ��� �(i•,,.••.,,,��. �� �f�
& NAILING PATTERN. W ��••.',\ '•.t�j2 f W 00 -
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE' ,� 0 p� J _ _3Z
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ti- `?. W C Q: Q Q
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN W :U o . Zp �l
H2x6 CONTINUOUS HEADER 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 2�-5 z � � W Z
y H2x6 ,` REVIEW OF EXTERIOR STUDS z0 �•• •' �� Z
3. IF WALL IS MIN. SPF # /#2 ME 6' O.C.ITH 2x6 STUDS OR LARGER, U.N.O. ON FRAMING PLANS
ARE TO BE Q �i��8 * • pRp�•• } 0 —�
Ln r> `
U U U U U U 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. _ ����1111111111���� �'
_ H
-
Cil = _ = ATTACH COLUMN TO HEADER = = = Cil w 0
& COLUMN TO BOTTOM PLATE C O
CJ3 w/ (2) SIMPSON A34 CJ3 z
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B o W
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.
Q
m d
Q
0
O
J
w
w
H
LL
O
U)
z
O z
O
O
a �
W
= U
O W
O
m
w
a
2 —
O
U ;
W
IY
M
lyW
� V o
a
R �
a
4 EwB S
SD4
CJ5
Al
ATTACH COLUMN TO III
Q
m m
HEADER & COLUMNw
o
Al
w
CJ5
w
A5A
/A4
A3
A2
SO4
SD4 B 4
(2) SIMPSON A34
z
0
ill
0U
–G
z
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.
Q
m d
Q
0
O
J
w
w
H
LL
O
U)
z
O z
O
O
a �
W
= U
O W
O
m
w
a
2 —
O
U ;
W
IY
M
lyW
� V o
a
R �
a
III
�
Al
ATTACH COLUMN TO III
Q
m m
HEADER & COLUMNw
o
Al
TO BOTTOM PLATE w/
1:III
J
(2) SIMPSON A34
z
ill
0U
–G
z
LU A 4 9 PF71 B1 0
III
Qm
III
x
04A3
Cil 3 a.
v
Z
Z
0
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.
Q
m d
Q
0
O
J
w
w
H
LL
O
U)
z
O z
O
O
a �
W
= U
O W
O
m
w
a
2 —
O
U ;
W
IY
M
lyW
� V o
a
R �
a
EJ3 p
M 8 o
m m
Q
o
z
LU 61
J
Uz ,y
EJ3 55
–G
z
LU A 4 9 PF71 B1 0
[�
Qm
Cil 3 a.
v
Z
Z
0
71Ui
V5�
U q'_ M
Lu
U B1A
°a
o
LL
IOW—Zt�=nv�E
z ~�
Z
III N �
LL
0 a -UJ- y
W N m
63 0
W V—
J
¢00WA
xOQ"'
o
Q..
O
Z z=)zwz E
Q a W Y OO
ag4
U
O
W
�otg
0
�
LL
LO
3 A o I I W
w B5D1
W
wWc
�
3:
C/)
�
�- -ATTACH COLUMN TO HEADER
M
m
CJ3 I & COLUMN TO BOTTOM PLATE A 3 w
W/ (2) SIMPSON A34 B z
wI o
z N
Cil ( _ 7 _ _ _
Q M
N (�
�? — C _ Z
...�
P U.
Q
vv --- ---
B8 w
H2x6 O
J
W 0OL
G
H2x6 CONTINUOUS HEADER GEO
z
0
3 _
D z
Q
W W U)
-
O
J
Q J O
q
3:Z
W
0 w
W (.)
s
O
wV°'a
1
z a
_j a_
o0-'
W
a���C4
z
c�
W
D
STRUCTURAL ENG: RMG
DRAFTING:
U)
W
-STRUCT: MB
QC CHECK: CC
U
0
W
JOB No. DWH-0205485
C0
Q
SCALE: AS INDICATED
DATE: 06-20-18
z
ROOF FRAMING PLAN
NOTE. SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND w
1/4"= 1 I -oil
S5.2
_
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
PROVIDE STANDARD 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN.
HOOK EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
i 2x6xl2 P.T_ SYP #2
CENTER BUCK
co
•I 1/2" J -BOLT W! 5 1/2"
EMBED.
(1) #5 IN TIE BEAM 1 1/2" 2x P.T. SYP #2 NAILER
/+1\ H.. T^M MI ATr IA//
kL1 LA I Vr r- L^ I L VV/ - -
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM W/ 3000 psi PRE -CAST LINTEL PER
CONC. W/(1) #5 REBAR CONT. PLAN
STD HOOK
2x PT STUD OR ALTERNATE 1x PT OPENING
FURRING TO CMU W/ 2x FRAMING PER WATERPROOFING BY
(1) #5 BAR IN PRECAST MIN. OF OPENING W/ (1) 1/4"x2-3/4" PLAN BUILDER/ OTHERS
LINTEL 4" MIN. FROM TAPCONS @ 24" O.C. & �4 WINDOW/DOOR
• 11
P.T. BUCK FASTENER SCHEDULE
SIZE
TAPCONS
SPACING
# ROWS
1x4
3/16" x 2 1/4"
12" O.C.
1
3/16" x 2 1/4"
1 1>11
1x8
3/16" x 2 1/4"
12" O.C.
2
2x4
3/16" x 3 1/4"
12" O.C.
1
3/16" x 3 1/4"
"
2x8
3/16" x 3 1/4"
12" O.C.
1----2-1
iUL ' . FACE OF CMU 4 FROM ENDS TYPICAL FILLED CELL OPENING SIZE AND NOTES:
W/ 3000 psi CONC. LOCATION PER PLAN
(2) #5's VERTICAL INTANCHOR NOT PERMITTED TO BE (TYP).1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF
w GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT W/(1) #5 REBAR VERT.
VERIFY W/ PLAN FOR WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE
• �I MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
SEE FRAMING PLAN FOR REQ'D LOCATIONS
> g WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BEARING WALL LOCATIONS. MASONRY WALL PER OF BUCK.
�� �� ENTIRE COLUMN TO a BUCK, EA. SIDE OF OPENING. FIRST ANCHOR SEE BEARING WALL CMU WALL AS REQ'D PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
BE GROUT FILLED w (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" PER PLAN EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO
_j
co BELOW TOP OF BUCK. SPACE REMAINING ANCHORS STRUCTURE BY OTHERS IN THIS CASE. Q
U.N.O.LL: CONNECTIONS, STUD P.T. BUCKS PER
• (1) #5 VERTICAL INPT /@24" O.C. MAX SPACING AND BLOCKING (4) EQ. SPACED -1" TITEN HD ANCHORS W/ 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO `��� �j1 �i, M
NOTE: CONTRACTOR TO VERIFY SCHEDULE J%
GROUT FILLED CELL IF - w�� EXISTING 2x BUCKED OPENING USE 3 ROWS OF 10d x 3" NAILS �` .••"•••••• �� w
( BUCK TO CMU ATTACHMENT REQUIREMENTS MIN. 1 EMBEDMENT FOR HOLLOW O q �. v�.• •.• �. a
J.` REQ'D PER PLAN f- ¢ BLOCK OR 3 1/2" EMBEDMENT FOR SOLID STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. - Z` • •.�2 : � o0
4 'hLOCATIONS PER GARAGE DOOR I w : sir rn ,� 6-; ,w
• < ¢ j MFR.'S WRITTEN SPECIFICATIONS BLOCK. MAX. 6" FROM TOP AND BOTTOM MAX. 2 PLIES OVER INITIAL P.T. BUCK. O O J ^�1 Z N
O O L` a� OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME t w T w CC* Q
NOTE: SEE MD08 ON w
> Q 45 DEG. BEVEL CUT FROM TOP AND BOTTOM AND 12" O.C. OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS U o O; Z �Q U
LINTEL PLAN .
• 0 m Q 2x6 P.T. SYP #2 BUCK BETWEEN (FASTENING) ARE MET. N 2a. •.�Z ' Q Z
• m Q — ¢ END, 1 1/2" ABOVE 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z '�� �6'••••• •. 5 `� W p "_�
i C7 GARAGE F.F., EA. SIDE PT BASE PLATE GROUTED CMU. p/�� •su Z
SECTION OF OPENING 6. WINDOW OR DOOR INSTALLATION BY OTHERS w ����''I/1/►tllp��O ` ` Q
fil]10*�VERTICAL REINFORCEMENT DETAIL
fiDO�\GARAGE BUCK DETAIL (MAX. DO BEARING/ SHEARWALL CONNECTION TO CMU fi!D6�2x BUCK DETAIL 00
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
OTO TOP CHORDS OF TRUSSES BELOW WHEN
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
H A
J O2x PLATES OVER ROOF DECK PER VALLEY
FRAMING DETAIL
B H A
O DOUBLE TOP PLATE i K
C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B
O RAFTER
E
JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` C
STRUCTURAL SHEATHING PER PLAN AND ROOF
G FINISH PER ARCHITECTURAL PLANS
OCURVED ROOF TRUSSES PER PLAN OR CURVED E
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED G
FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOT USED
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
POWERS STEEL SILL -
TYP. @ ALL WINDOWS u
E
c
EXT FINISH PER PLAN <
U
E,. MAIN FLOOR F
ELEV 0'-0"
CONC. SLAB - '.�.' ; C
_
VERTREINF. BEYOND
SEE FOUNDATION
PLAN FOR MORE INFO
u
MASONRY WALL PER
PLAN F
c
SEE FOUNDATION
DETAILS FOR FTG INFO
u
<
f
U
c
S01 TYPICAL ONE STORY CMU WALL SECTION
I�
WMR & ASSOCIATES, LLC is strictly prohibited.
0
3/4"=1'-0"
3
F
1/2 =1-0
1/2 =1-0
3/4 =1-0'
1/2 =1-0
u
C
W
C
C �
NOTE: CUT BACK 2x8 LINTEL (SEE PLAN)
SHEATHING PER PLAN
SHEATHING PER PLAN
STRUCTURAL
PRECAST LINTEL PER
P.T. @ TOP TO ALLOW �'
SEE TYPICAL HEADER
TYP. TRUSS TO FRAME
SHEATHING
PLAN
CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE
FRAMING DETAILS FOR
i
TYP. TRUSS TO FRAME
CONNECTION PER
TYP. TRUSS TO FRAME _
AROUND CURVE. MIN.
ADDITONAL'
i
CONNECTION PER
STD. CONNECTOR
CONNECTION PER a
2 TAPCON ANCHORS �•.
INFORMATION
c-
U<
STD. CONNECTOR
NOTES
1 1
STD. CONNECTOR <
MASONRY WALL
PER 2x8 �.:
( HEADER CAN BE
NOTES
i
.j
FRAME OUT TO BLOCK
W
NOTES 0
SEE PLAN
p Lu
wo~
j
E
06 1-Zoi�� 8
c
-
0 Q Z N
Ci C, 'r
Z UO O ~JJ-�
EITHER UPSET OR
DOWNSET)
W
(2) 2x PLATE
EDGE AS REQ'D
FRAME OUT TO BLOCK C
0v
LJ F- �M
Uj Eo
QaRO
vOWg�
jr [L
FRAME OUT TO BLOCK
Q W -
EDGE u
2x8 W/ 2 16d TOE
O
LL
F- o
O
: In
2x BLK'G. TO O.S.B. W/
O
�
EDGE AS REQ'D
N
u
NAILS EA. END
O
M
ARCH PER ELEV
(2) - 8d EACH END
a
2x W! (2) 16d TOE NAILS
LAST STUD OF
F
W
LL
EACH END
J
Z
LAST STUD OF
W
u
2x SPF CONT.
Cjj
11
0
HEADER PER �'
LAST STUD OF KNEE WALL
2_50
KNEE WALL JOINING
(
KNEE WALL JOINING
(2) 2x TOP PLATE o
BLOCKING ATTACH TO
U
U
LOCATION
Q
JOINING UP TO MAIN HOUSE
(
UP TO MAIN HOUSE
~CL
IL
UP TO MAIN HOUSE
z
2x #2 SYP SEE PLAN C
7/16" OSB W/ (2) 8d
W 0
W
'
V
-
END VIEW W/ CMU
°�<0LU
(3) 16d COMMON
NAILS
WALLS SHALL BE ATTACHED
(2) 2x TOP PLATE
WALLS SHALL BE
ATTACHED TO MIN.
I
(0) 2x #2 SYP SEE PLAN
WALLS SHALL
I FOR BEAM SIZE (ONLY
F
NAILS
j STRUCTURAL ENG:
RMG
(TYP.)
TO MIN. (2) 2x FULL HEIGHT
(2) 2x FULL HEIGHT
FOR BEAM SIZE
MI
ATTACHED TO MIN.
I IF OPENING PROVIDED
7/16" OSB EA. SIDE, W!
j QC CHECK:
HEADER (SEE PLAN)
CC
WALL STUDS W/ (2)-16d NAILS
I
JOB No.
i
WALL STUDS W1
i
(2) 2x FULL HEIGHT
WALL STUDS W/
PER PLAN
I ) o
o
6d NAILS @ 16" O.C. TO
DATE:
06-20-18
i
SD1
@ 12 O.C.
(2)-16d NAILS @ 12"
(2)-16d NAILS @ 12"
I 2x4 SPF #2 KNEE WALL p
SIDE & TOP NAILER
j
O.C.
O.C.
W/ STUDS @ 16" O.C. u
2x4 SPF CONT.
MIN. 2x4 SPF #2 KNEE WALL
(2) 2x #2 SYP SEE PLAN
(
2 1/2"
W/ STRUCTURAL F
BLOCKING ATTACH TO
WITH STUDS @ 16" O.C. W1
FOR BEAM SIZE
I
1/2" x 8" ANCHOR BOLT
I SHEATHING FROM C
7/16" O.S.B. EA. SIDE
7/16" OSB W/ (2) 8d
STRUCTURAL SHEATHING
I
MIN. 2x4 SPF #2 KNEE
I
OR TITEN HD @ 32"
I TOP OF WALL TO
NAILS
ON BOTH SIDES FROM TOP
I
BUILDER FRAME
WALL WITH STUDS @
O.C. & 6" FROM EACH
BOTTOM OF WALL.
2x BUCK PER DETAIL
2x BLK'G. TO O.S.B. W/
7/16" OSB EACH SIDE,
OF WALL TO BOTTOM OF
RADIUS AS REQ'D
16" O.C. W/
END
ATTACHED PERr77 F
?
MD04/SD1
ARCH PER ELEV
(2) - 8d EACH END
W/ 6d NAILS @ 16" O.C.
BEAM. ATTACHED PER
i
STRUCTURAL
Lil
2xPT BOTTOM
NAILING SCHEDULE
TO SIDE &TOP NAILER
NAILING SCHEDULE
I
SHEATHING ON BOTH•`
PLATE
OTHERWISE SP2 CLIPS
OTHERWISE SP2 CLIPS
SIDES FROM TOP OF
BUILDER FRAME
PRECAST LINTEL OR
•'
EACH STUD TO BEAM o
2x BUCKS,
EACH STUD TO DOUBLE TOP
WALL TO BOTTOM OF
RADIUS AS REQ'D
KNOCKOUT COURSE
ABOVE AND SPI CLIPS
END VIEW W/ WOOD
PLATE AND SP1 CLIPS EACH
BEAM. ATTACHED PER
EACH STUD TO c
STUD TO BOTTOM PLATE
NAILING SCHEDULE
MASONRY WALL
BOTTOM PLATE
<
fiF0 ARCH WINDOW FRAMING
DETAILS
fiF0 KNEEWALL AT DOWNSET BEAM
FO KNEEWALL AT UPSET BEAM
FO KNEEWALL
AT MASONRY WALL o
3/4"=1'-0"
3/4"=1'-0"
3/4'1=1'-011
u
3/4"=1'-011 a
PRE-ENGINEERED
TRUSSES PER PLAN @
12
(TYP) SEE ELEV.
SEE GE01/SD3 FOR
8d NAILS @ 4" O.C.
SEE GE02/SD3
R
C
24" O. C. MAX.
DOUBLE 2x TOP PLATE
OUTLOOKER OR
SHEATHING
CONY. FRAME OR
OUTLOOKER OR
SHEATHING
TYP. TRUSS TO FRAMEIF
REQ'D, PROVIDE
CANTILEVER
VALLEY TRUSSES PER
FPLAN
CANTILEVER
8d NAILS @ 4" O.C.
C
CONNECTION PER STD
CLOSURE WALL w/
VALLEY TRUSS
CONV. FRAME OR
CONNECTION NOTESVALLEY
SINGLE TOP AND BASE
TRUSSES PER
C
PLATE w/ (2) 16d NAILS
PLAN
o
EXT. SHEATHING ATTACHED
��
TO TRUSS. STUDS @
GABLE TRUSS
EXT. SHEATHING;
PER NAILING SCHEDULE FROM
24" O.C. &EXT.
ATTACH PER NAILING
TOP OF KNEEWALL TO BOTTOM
SHEATHING INSTALLED
EXT. SHEATHING;
SCHEDULE
OR SP2 CLIPS AT TOP AND SPI
I
PER NAILING PATTERN
ATTACH PER
CONT. PLYWOOD
PRE-ENG.TRUSS PER
CLIPS AT BASE ARE REQ'D.
I A
NAILING SCHEDULE
ROOF SHEATHING PER
PLAN, 24" O.C. MAX U
NAILING SCHEDULE
[
-
(2) 16d NAILS TO EA.
OR OPT. 2x4 BLOCKING
ROOFING MATERIAL <
COMMON TRUSS
PERP. TO EA. VALLEY
PER ARCHS
2x BLOCKING
CRICKET AS REQUIRED
TRUSS NAILED TO
SEE FRAMING PLAN C
MIN 2x4 STUDS @ 16"
SIMPSON LTA2 @ 4'-0"
TRUSS BELOW @ 24"
W/ (2) 16d NAILS
FOR CONNECTION C
O/C
MAIN SPAN ROOF
O.C. GABLE TRUSS TO
P
TYP.
INFO C
2x P.T. PLATE
TRUSS
MASONRY
MAIN SPAN ROOF
SEE ELEVATION C
TOP KNOCK OUT
TRUSSATTACH
TRUSS TO
TOP OF MASONRY
-
U
1/2" x 8" A.B. OR TITEN HD 32"
@
COURSE W/ (1) #5
.:
UPLIFT CONNECTOR
TRUSS BELOW USING
•
MAIN SPAN ROOF
..
F
O.C. & 6" FROM EA. END,
CONT.
(SEE SCHEDULE)
(3) 16d NAILS
TRUSS
••
SEE ARCH PLANS FOR
F
CENTER ON BASE PLATE
•
UPLIFT CONNECTOR
OVERHANG INFO
UPLIFT CONNECTOR
MASONRY WALL PER
2x BLOCKING W/ (3) 12d
(SEE SCHEDULE)
APA:
(SEE SCHEDULE)
PIANu
TOE NAILED @ EA. END
TOP KNOCK OUT
CONNECTON TO WALL
MASONRY WALL
SHOWN, SEE PLAN
RE. ELEV.
<
COURSE W/ (1) #5
MASONRY WALL PER
CONNECTON TO TRUSS
FOR WOOD OR
FOR O.H.
o
. CONT.
EL PLAN
MASONRY-
TYP. SINGLE TIE -BEAM
C
#5 CONT.
`
F1 KNEEWALL ABOVE MASONRY WALL
rGEO�GABLE END AT VALLEY FRAMING
GRouT
111=1'-0"
3/4"=1'-0"
u
U)
w
u
C
2x STUDS @ 16" O.C. FOR KNEE WALL
Q
C
O
WINDOW PER >
F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
FLOOR PLAN
\ O ROOF SHEATHING FOR STRAP
C CONT. ROOF SHEATHING NAIL PER PLAN
F
C
PRECAST CONC. OR
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
OTO TOP CHORDS OF TRUSSES BELOW WHEN
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
H A
J O2x PLATES OVER ROOF DECK PER VALLEY
FRAMING DETAIL
B H A
O DOUBLE TOP PLATE i K
C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B
O RAFTER
E
JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` C
STRUCTURAL SHEATHING PER PLAN AND ROOF
G FINISH PER ARCHITECTURAL PLANS
OCURVED ROOF TRUSSES PER PLAN OR CURVED E
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED G
FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOT USED
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF
POWERS STEEL SILL -
TYP. @ ALL WINDOWS u
E
c
EXT FINISH PER PLAN <
U
E,. MAIN FLOOR F
ELEV 0'-0"
CONC. SLAB - '.�.' ; C
_
VERTREINF. BEYOND
SEE FOUNDATION
PLAN FOR MORE INFO
u
MASONRY WALL PER
PLAN F
c
SEE FOUNDATION
DETAILS FOR FTG INFO
u
<
f
U
c
S01 TYPICAL ONE STORY CMU WALL SECTION
I�
WMR & ASSOCIATES, LLC is strictly prohibited.
0
3/4"=1'-0"
3
F
W
C �
i
U
i
> Q
c-
U<
Qm
1 1
i
.j
W
p Lu
wo~
j
E
06 1-Zoi�� 8
c
-
0 Q Z N
Ci C, 'r
Z UO O ~JJ-�
-
W
F- m LL N
W
_j cn�o}no 8
Q�=0a�J
0v
LJ F- �M
Uj Eo
QaRO
vOWg�
jr [L
LU
Q W -
_
1 W
LL
F- o
O
: In
O
�
� M
m ti
N
O
M
a
U.
LU
W
LL
J
Z
W
W
ti
Cjj
11
0
_1L
2_50
W
U
U
Y
Q
Uj
W
~CL
IL
z
a.
W 0
W
'
V
//nn
V
°�<0LU
�
—
�aO�LLN
_
j STRUCTURAL ENG:
RMG
DRAFTING:
i-STRUCT:
MB
j QC CHECK:
CC
JOB No.
i
DWH-0205485
SCALE:
AS INDICATED
DATE:
06-20-18
i
SD1
WHERE O.H. IS > V-0", DROP GABLES
SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H.
O.C. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR
BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE
SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX
TO BE CONT. @ THE TO BE CONT. @ THE REQ'D) 2'-0" O.H..
TRANSITION FROM TRANSITION FROM
BEAM TO GABLE WALL TO GABLE
TRUSS TRUSS \ CONT. 2x4 2x4 BLOCKS, (2) 16d
DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE NAILS @ EA. END.
- BLOCK ADJ. BAYS @
@ 48" O.C. TO 3RD BAY EA.DIAG. AS SHOWN. SHEATHING PER PLAN
FASTEN SIDE WALL \ REQ'D w/ FASTEN
O
(5) 16d NAILS
BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE SHEATHING TO
CHART 1'-0" MAX PLYWOOD CANT. O.H.
BRACE TO \ BLOCKS w/8d NAILS SEE ELEV. FOR
EXT. SHEATHING, BLOCKING \ GABLE BRACING (+) @
6" O.C. O.H. SIZE
SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART WHERE O.H. IS > V-0",
DIAGONAL TO BEAM DIAGONAL TO TOP _DROP END GABLE w/
PLATE OUTLOOKERS @ 24" Q \
PROVIDE 2x4 BRACE CD
O.C. TO RUN BACK TO z ``�X%111111111/1�� W M
�+ q TO EA. ADJ. DIAG. STRONGBACK IF 1ST COMMON TRUSS w ��� 4, ' '
BEAM CONNECTION FRAME WALL CONNECTION FASTEN TO DIAG. REQ'D PER WITH (3) 12d TOENAILS. in`�� ��`� i��` 4. o0 00
w/ 2 16d NAILS. w ,� • �•�.......,•�••/0 0
O CHART -FGABLE WITH 50CLIP. � Qom"; � w 6-x:2 � � Z N
REQ'D GABLE END "L" AND/OR "T" Q O O: _
GABLE BRACING @ _ MAX 2'-0" O.H. � o s • J = Q U
BRACING STRONG BACK PER GABLE 48" O.C. NOT REQ'D A GABLE END o- W w m cc: Z
Q
END BRACING CHART SHEATHING V d O. = Z
Z6.' `n ` cj
6' FROM EAVES z v. O LLI
r 2x4 SYP #2 TOP CHORD BRACING FLANEN PER CONT. 2x4 -y '. •.• Q [C
@ 16" O.C. MIN (2) TRUSS BAYS
o iii 8 �'••....•• O
BACK FROM GABLE END (MIN. 48")n n w �I�� �jr �� L
CONTRACTOR TO FIELD VERIFY WHICH GABLE END 2x4'S @ 24 O.C. _ /� '�` • �� m
(5) 16d NAILS BRACE
CONDITION IS REQUIRED.CONTACT EOR A23 DIAGONAL TO TRUSS PER TO BLOCKINGGABLE ENDCID
FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. w
OVIDE 2 4 BRACE SHEATHING FASTEN 0
GABLE BRACING CHART
H
CHORD. REFER TO
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H67'-0"
(1) 2x4 BRACE
SIMPSON A23 @ EACH
GE02 FOR REQ'D
9'-4" < H614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:6 18'-8"
MAINTAIN 3 1/4"
BRACE TO PLATE
BRACING TYP.
FOR NAILING
BEAM @ 16" O.C., IF REQ'D W/ (4)
STRONGBACK TO
SEE CHART.
CLEARANCE BETWEEN
1/2" J -BOLTS w/
2x4 SYP #2 BOTTOM
~
EA. FACE OR (3) ROWS
TRUSS PER PLAN W/ (2) 12d END NAILS
INSIDE FACE OF CMU
WASHERS (MIN. 7"
CHORD BRACING @ 16"
SPAN 2'-0") w/ (2) 16d
PLYWOOD
(2)16d NAILS PLT. TO
AND CENTERLINE OF
01 EMBED) MIN. 6" FROM
O.C. FOR FALSE BEAM
DIAGONAL
SHEATHING &
C
J -BOLT
EACH END AND 32"
ATTACHMENT W/ (3)
PER PLAN
NAILING PER
i
SPLICE AS REQ'D p
O.C. MAX. 0
10d TOENAILS EA. END
w
w
PLAN SHALL
c
TIE BEAM COURSE w/
TOP AND BOTTOM 2x4 #2 SYP
ATTACH JAMB STUDS
MIN. (2) TRUSS BAYS
m
RUN CONT.
ACROSS GABLE
INTO BLOCKING, (4) 8d
2x8 P.T. PLATE, CANT.
¢ M
BACK FROM GABLE
J
-j
TO BOTTOM OF
(2) 16d TOE NAILS
FOR CLG. NAILING
w v
END (MIN. 48")
�
FALSE BEAM.
10d COMMON NAILS @
SURFACE
', o m
2x TOP PLATE TO
U
ATTACHED PER
OUTLOOKER
PROVIDE 16d NAILS
O
GABLE END W/ 12d
END NAILS TO TRUSS
NAILING
GABLE END TRUSS TO
* _
NAILS @ 6" O.C.
6 O.C.
SCHEDULE
i
GABLE BRACING CHART
H
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H67'-0"
(1) 2x4 BRACE
7'-0" < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:6 18'-8"
STRONGBACK W/ (2) 2x4 BRACE
PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE
(1) A23 FROM
2x4 BRACE IF REQ'D
FN
TO EA. ADJ. DIAG.
2x6
lodCOMMON NAILS @
8" O.C.
6' FROM EAVES: TRUSS PER PLAN >
O
PER PLAN OU
<
PROVIDE 2x BLOCKING
2x4 #2 SYP P.T.
M
LSTA30 HEADER TO
SP4 TOP OF CRIPPLE AT
OUTLOOKER (MAX.
STRAP LOCATION
FOR NAILING
BEAM @ 16" O.C., IF REQ'D W/ (4)
STRONGBACK TO
SEE CHART.
(2) ROWS 12d NAILS
ROOF SHEATHING PER
FASTEN TO DIAG.w/(2)
~
EA. FACE OR (3) ROWS
TRUSS PER PLAN W/ (2) 12d END NAILS
Z
E
PLAN
SPAN 2'-0") w/ (2) 16d
2'-0" MAX
(2)16d NAILS PLT. TO
@ EACH END
EACH END.AT 24" O.C.
10d NAILS @ EA. TRUSS BRACE
DIAGONAL
END NAILS EA. END
C
SEE PLAN FOR a
16d NAILS.
PER PLAN
STUDS U.N.O.
i
SPLICE AS REQ'D p
W
TRUSS PER PLAN
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
c
TIE BEAM COURSE w/
TOP AND BOTTOM 2x4 #2 SYP
ATTACH JAMB STUDS
TO STUD)
PER WF08/SD3
SUPPORT AND TIE w
INTO BLOCKING, (4) 8d
SEE GABLE
C
ATTACHED TO FTGUSING
ATTACH JAMB STUDS
2x FASCIA w (2) 16d
:.
(2) 16d TOE NAILS
NAILS INTO TOP PLATE
F -
ATTACHED TO FTG
BASE PLATE &WALL
CMU WALL OR LINTEL (1) #5 CONT. BLOCKING
MIN. 2x4 SYP #2 STUDS @ 16 O.C.
10d COMMON NAILS @
\
W/ 7" MIN EMBED. & 2"
DOWN OF JACK _
U
OPENING
PLATE &WALL
OUTLOOKER
CONNECTION DETAIL
MUST BE 7" BELOW
7" MIN EMBED PER BRG
END NAILS TO TRUSS
WALL SCHEDULE. AT
SIMPSON H10A DIAG. co Q
SIMPSON LTA2
BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN
6 O.C.
i
TRUSSES ~
PROVIDE BLOCKING O
BLOCKING TO CMU W/
2x4 LEDGER W/ (2) 10d
con
(n��}o 8
W <0Owa
FOR REQ'D
1'-9" MAX.
HOLD WALL 3-1/2"
MASONRY WALL OR (10) 10d NAILS AND
NAILS @EACH WEB
z��LUz E
TO BLOCKING o
_>
DOWN FOR
J
BETWEEN TRUSS BAYS Q
W
0
EXTERIOR SHEATHING.
OUTLOOKER
EMBEDMENT OR
CONNECTIONS
ATTACH PER PLAN
w
FALSE BEAM
2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x
GABLE VERTICAL.
it
a
@ 48 O.C. FOR FIRST 3 _
SEE GABLE
OIL VARIES
1 W
STD CONDITION @ CMU
LU
LU
TO BOTTOM
R
RAKED DOUBLE TOP
SHEATHING PER PLAN
,I
2ND 2x4 BRACE IF
. .
O
0
SIMPSON DTC (2) 8d
16" O.C.
CEILING NAILER AS
i
1/2" x 8" J -BOLT @ 32"
NAILS INTO BLOCKING,
N
REQ'D
O.C. AND 6" FROM EA.
(4) 8d NAILS TO TOP
MASONRY WALL OR
2x8 #2 SYP PT. BASE
NOTE: PROVIDE ADDIT'L
i
END w/ NUT & WASHER
TRUSS PER PLAN PLATE
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
BLOCKING AS REQ'D
2x8 #2 SPF STUDS @
2x4 ATTACHED TO EA.
LL
ANCHOR BOLT OR
PER HIB -91 &TRUSS
16" O.C. TYP.
_
SIDE OF EA. STUD.
TITEN HD @ 32" O.C. &
S DRAWINGS;
CENTERED BETWEEN
TRUSS PER PLAN
LL.W
6" FROM EACH END
GABLE 2x4 BRACE
2x8 #2 SYP PT BASE
O
NOTA DIAPHRAGM
PLATE
FRAME AND CMU SEEWALL SPLICE DETAIL
VAULTED CONDITION
@ CMU
CMU WALL PER PLAN
FOR REQ'D FLASHING
WITH (2) 10d NAILS
z
GABLE BRACING @ 48"
rGE0 GABLE END @ VAULTED CEILING
PROVIDE 2x BLOCKING LL
3/4"=1'-0"
W
END NAILS @ EACH
�
i
O.C. MAX. 45° FROM
ti
FOR NAILING O
i O
PLAN
SIMPSON LTA2 TRUSS TO CMU
W/ (10) 10d NAILS & MIN. 4 1/8"
HORIZONTAL (+/- 100)
z
EMBEDMENT OR SIMPSON
'
0
STD CONDITION @ FRAME WALL
HGAM 10 W/ (4) 1/4" x 1 1/2" SDS
SCREWS & (4) 1/4" TAPCONS OR
J
C,)
BRACE NOT REQUIRED
V
EQUAL MAINTAINING MIN. 2"
O
z
C2
r-
—
Q
W
EMBEDMENT@ ENDS,
LLI
V
(4)10d NAILS @ EA.
TRUSS PER PLAN
PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE
(1) A23 FROM
2x4 BRACE IF REQ'D
111--
I x- REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING
(GEO GABLE END BRACING
2x6
lodCOMMON NAILS @
8" O.C.
6' FROM EAVES: TRUSS PER PLAN >
O
2x4 BLOCKING @ EA.
<
PROVIDE 2x BLOCKING
2x4 #2 SYP P.T.
M
LSTA30 HEADER TO
SP4 TOP OF CRIPPLE AT
OUTLOOKER (MAX.
STRAP LOCATION
FOR NAILING
BEAM @ 16" O.C., IF REQ'D W/ (4)
STRONGBACK TO
SEE CHART.
(2) ROWS 12d NAILS
ROOF SHEATHING PER
O
~
EA. FACE OR (3) ROWS
TRUSS PER PLAN W/ (2) 12d END NAILS
NAILS, TOENAILED
E
PLAN
SPAN 2'-0") w/ (2) 16d
2'-0" MAX
(2)16d NAILS PLT. TO
@ EACH END
EACH END.AT 24" O.C.
10d NAILS @ EA. TRUSS BRACE
DIAGONAL
END NAILS EA. END
C
SEE PLAN FOR a
LSTA30 HEADER TO
PER PLAN
STUDS U.N.O.
i
(TYP.) (END NAIL PLTS.
TRUSS PER PLAN
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
c
TIE BEAM COURSE w/
TOP AND BOTTOM 2x4 #2 SYP
ATTACH JAMB STUDS
TO STUD)
PER WF08/SD3
SUPPORT AND TIE w
INTO BLOCKING, (4) 8d
C
ATTACHED TO FTGUSING
ATTACH JAMB STUDS
2x FASCIA w (2) 16d
:.
(2) 16d TOE NAILS
NAILS INTO TOP PLATE
2x4 OUTLOOKER @ 24"
ATTACHED TO FTG
BASE PLATE &WALL
CMU WALL OR LINTEL (1) #5 CONT. BLOCKING
MIN. 2x4 SYP #2 STUDS @ 16 O.C.
10d COMMON NAILS @
\
W/ 7" MIN EMBED. & 2"
DOWN OF JACK _
U
OPENING
PLATE &WALL
OUTLOOKER
OPENINGS & 32" O.C. W/
MUST BE 7" BELOW
7" MIN EMBED PER BRG
END NAILS TO TRUSS
WALL SCHEDULE. AT
SIMPSON H2.5(TYP.)
SIMPSON LTA2
BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN
6 O.C.
i
TRUSSES ~
PROVIDE BLOCKING O
BLOCKING TO CMU W/
2x4 LEDGER W/ (2) 10d
con
(n��}o 8
W <0Owa
1'-9" MAX.
HOLD WALL 3-1/2"
MASONRY WALL OR (10) 10d NAILS AND
NAILS @EACH WEB
z��LUz E
W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF
CMU WALL CONNECTION FRAME DOWN
_>
DOWN FOR
J
BETWEEN TRUSS BAYS Q
W
0
EXTERIOR SHEATHING.
OUTLOOKER
EMBEDMENT OR
z
ATTACH PER PLAN
w
FALSE BEAM
2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x
GABLE VERTICAL.
.
a
@ 48 O.C. FOR FIRST 3 _
SEE GABLE
OIL VARIES
1 W
STD CONDITION @ CMU
LU
LU
TO BOTTOM
R
RAKED DOUBLE TOP
SHEATHING PER PLAN
,I
2ND 2x4 BRACE IF
. .
F -
BAYS WALL PER PLAN -
SIMPSON DTC (2) 8d
16" O.C.
CEILING NAILER AS
i
1/2" x 8" J -BOLT @ 32"
NAILS INTO BLOCKING,
N
- ***NOTE: REFER TO DETAIL GE02
rGEO) GABLE END @ FLAT CEILING CONNECTIONS
(150 MPH EXP. B)
BLOCKING @ 16 O.C. W/ (3) 10d IF REQ'D WIDE
NAILS EACH END
CLEAR SPAN CONNECTION
THIS PAGE FOR GABLE BRACING***
111--
I x- REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING
(GEO GABLE END BRACING
2x6
lodCOMMON NAILS @
8" O.C.
PLATE & NAILED TO
2x4 BLOCKING @ EA.
<
PROVIDE 2x BLOCKING
2x4 #2 SYP P.T.
M
LSTA30 HEADER TO
SP4 TOP OF CRIPPLE AT
OUTLOOKER (MAX.
STRAP LOCATION
FOR NAILING
BLOCKING @ 24" O.C.
2x4 BLOCKING 2 12d
( )
(2) ROWS 12d NAILS
ROOF SHEATHING PER
ROOF SHEATHING
EA. FACE OR (3) ROWS
TRUSS PER PLAN W/ (2) 12d END NAILS
NAILS, TOENAILED
E
PLAN
SPAN 2'-0") w/ (2) 16d
2'-0" MAX
(2)16d NAILS PLT. TO
@ EACH END
EACH END.AT 24" O.C.
ROOF SHEATHING
END NAILS EA. END
C
STUD TOP & BOTTOM
LSTA30 HEADER TO
PER PLAN
STUDS U.N.O.
i
(TYP.) (END NAIL PLTS.
TRUSS PER PLAN
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
c
OF 12d @ 16" O.C. TO
ATTACH JAMB STUDS
TO STUD)
PER WF08/SD3
2X STUDS TYP.
INTO BLOCKING, (4) 8d
C
ATTACHED TO FTGUSING
ATTACH JAMB STUDS
2x FASCIA w (2) 16d
:.
(2) 16d TOE NAILS
NAILS INTO TOP PLATE
2x4 OUTLOOKER @ 24"
ATTACHED TO FTG
BASE PLATE &WALL
END NAILS @ EA.
OPENINGS & 32" O.C. �
BRACE TO LEDGER
W/ 7" MIN EMBED. & 2"
O.C. MAX. w/ (2) 16d
DOOR WASHER. AT SLAB E
OPENING
PLATE &WALL
OUTLOOKER
OPENINGS & 32" O.C. W/
MUST BE 7" BELOW
7" MIN EMBED PER BRG
END NAILS TO TRUSS
WALL SCHEDULE. AT
SIMPSON H2.5(TYP.)
SIMPSON LTA2
EMBED MUST BE 7"
DOUBLE TOP PLATE
i
BLOCKING TO CMU W/
2x4 LEDGER W/ (2) 10d
con
(n��}o 8
W <0Owa
1'-9" MAX.
HOLD WALL 3-1/2"
MASONRY WALL OR (10) 10d NAILS AND
NAILS @EACH WEB
z��LUz E
TRUSS PER PLAN
_>
DOWN FOR
LINTEL SEE PLAN �'• MIN. 4 1/8"
Z
EXTERIOR SHEATHING.
OUTLOOKER
EMBEDMENT OR
z
ATTACH PER PLAN
w
SIMPSON META16
a
FROM TOP OF WALL
OIL VARIES
1 W
STD CONDITION @ CMU
LU
LU
TO BOTTOM
R
RAKED DOUBLE TOP
SHEATHING PER PLAN
O
2x8 #2 SPF STUDS AT
PLATE
SIMPSON DTC (2) 8d
16" O.C.
CEILING NAILER AS
i
1/2" x 8" J -BOLT @ 32"
NAILS INTO BLOCKING,
N
REQ'D
O.C. AND 6" FROM EA.
(4) 8d NAILS TO TOP
MASONRY WALL OR
2x8 #2 SYP PT. BASE
NOTE: PROVIDE ADDIT'L
i
END w/ NUT & WASHER
TRUSS PER PLAN PLATE
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
BLOCKING AS REQ'D
2x8 #2 SPF STUDS @
MSTAM-24 TYP. EA.
LL
ANCHOR BOLT OR
PER HIB -91 &TRUSS
16" O.C. TYP.
SIDE OF EA. STUD.
TITEN HD @ 32" O.C. &
S DRAWINGS;
CENTERED BETWEEN
TRUSS PER PLAN
LL.W
6" FROM EACH END
CEILING GYP. BD. IS
CEILIN
2x8 #2 SYP PT BASE
O
NOTA DIAPHRAGM
PLATE
FRAME AND CMU SEEWALL SPLICE DETAIL
VAULTED CONDITION
@ CMU
CMU WALL PER PLAN
FOR REQ'D FLASHING
z
rGE0 GABLE END @ VAULTED CEILING
2x4 SYP #2 BLOCKING,
@ 24" O.C. W1(2) 12d
3/4"=1'-0"
W
END NAILS @ EACH
�
i
END.
WALL SHEATHING PER
ti
U
i O
PLAN
SIMPSON LTA2 TRUSS TO CMU
W/ (10) 10d NAILS & MIN. 4 1/8"
2x WALL, SEE PLAN
EMBEDMENT OR SIMPSON
'
0
STD CONDITION @ FRAME WALL
HGAM 10 W/ (4) 1/4" x 1 1/2" SDS
SCREWS & (4) 1/4" TAPCONS OR
J
C,)
Z
V
EQUAL MAINTAINING MIN. 2"
=
W
C2
r-
—
Q
W
EMBEDMENT@ ENDS,
LLI
V
(4)10d NAILS @ EA.
TRUSS PER PLAN
OTHERWISE 24" O.C. U.N.O. ON
BLOCKING TO
FRAMING PLANS
LU
LL j
PLATE
)
TRUSS PER PLAN TRUSS PER PLAN
, �a0Uj
(2)10d NAILS TO
0.. 0
BOTTOM CHORD
C4
i
i
STRUCTURAL ENG: RMG
@EACH END OF
i
i-STRUCT:
MB
QC CHECK: CC
BLOCKING
JOB No. DWH-0205485
i
i SCALE: AS INDICATED
DATE: 06-20-18
i
2x4 SYP #2 FLAT
(2)10d NAILS TO BLOCKING, @ 24" O.C.
LAY 2x4 SYP #2 BLOCKING
BOTTOM CHORD W/ (2) 12d END NAILS
OVER THE TOP OF THE BOTTOM
@EACH END OF @ EACH END.
LINTEL PER
CHORD. ATTACH W/ (2) 10d
BLOCKING
PLAN
NAILS @ EACH TRUSS 24" O.C.
WALL SHEATHING PER
MAX. BLOCKING SHALL EXTEND
PLAN
A MIN. OF (1) TRUSS BAY EACH
2x WALL, SEE PLAN
SIDE OF BOND BEAM, TYP.
BEARING CONDITION
@ CMU WALL
ALT. BLOCKING @ FRAME CONDITION
NOT USED
&1=O NON-BEARING WALL CLIP DETAIL
3/4"=1'-0.,
(150 MPH EXP. B)
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the 1
CONNECTION DETAIL (FRAME WALL SHOWN; 3
FOR REQ'D U)
CONNECTIONS MAY ALSO BE w
MASONRY) a
***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ° >
�w
z
GABLE END @ FLAT CEILING W/ BOSTON HIP
SP4 TOP OF CRIPPLE AT 2X CRIPPLES @ 16" O.C.
STRAP LOCATION W/ SIMPSON SP2 TYP.
TOP AND BOTTOM IF
HEADER IS NOT FLUSH
AGAINST TOP PLATE
* WHEN STUD LENGTH
IS < 12" USE LSTA30
L
C
c
i
(2) ROWS 12d NAILS
STAGGERED @ 12" �
O.C. EA. FACE OR (3) u
ROWS 12d NAILS S
STAGGERED @ 12"
O.C. FOR 2X10 OR c
GREATER HEADER F
STRAPS AT EA. STUD
c
WRAPPED OVER TOP
PLATE & NAILED TO
HEADER EA. SIDE W/
<
(11) 10d NAILS
-
M
LSTA30 HEADER TO
SP4 TOP OF CRIPPLE AT
STUDS U.N.O.
STRAP LOCATION
c
U
(2) ROWS 12d NAILS
UHL
STAGGERED @ 12" O.C.
EA. FACE OR (3) ROWS
12d NAILS STAGGERED
E
@ 12" O.C. FOR 2X10
DOWNFRAME TO
OR GREATER HEADER
DOOR SIM TO c
SEE HEADER
WF01/SDI `
SCHEDULE FOR
HEADER CONNECTION
C
INFORMATION
LSTA30 HEADER TO
2X STUDS TYP. <
STUDS U.N.O.
i
FILLING AND BLKING
o
AS REQ'D W/ (2) ROWS
c
OF 12d @ 16" O.C. TO
ATTACH JAMB STUDS
HEADER UNO
PER WF08/SD3
2X STUDS TYP.
[
BASE PLATE TO BE <
C
ATTACHED TO FTGUSING
ATTACH JAMB STUDS
1/2" 0 J -BOLTS C
PER WF08/SD3
OR EPDXY ANCHOR @
BASE PLATE TO BE
6" FROM EA. END OF L
ATTACHED TO FTG
BASE PLATE &WALL
USING 1/2"J -BOLTS OR
OPENINGS & 32" O.C. �
EPDXY ANCHOR @ 6"
W/ 7" MIN EMBED. & 2"
DOOR
FROM EA. END OF BASE
DOOR WASHER. AT SLAB E
OPENING
PLATE &WALL
OPENING STEP DOWNS, EMBED. j
OPENINGS & 32" O.C. W/
MUST BE 7" BELOW
7" MIN EMBED PER BRG
STEP
WALL SCHEDULE. AT
SLAB STEP DOWNS,
P.T BASE PLATE u
EMBED MUST BE 7"
`
MIN. BELOW STEP
P.T BASE PLATE
NOTE: CONTRACTOR TO NAIL
1st KING STUD INTO HEADER SP4 @ BASE OF EA.
PER HEADER SCHED. THEN STUD U.N.O. SEE
ATTACH ADDIT'L KINGS AS BEARING WALL
REQ'D. SCHEDULE FOR
C
v
Li
C
SP4 @ BASE OF EA.
STUD U.N.O. SEE o
BEARING WOOD WALL -
SCHEDULE ON NOTES &
CONNECTORLEGEND a
SHEET u
MORE INFO. - <
F
U
fiFO TYPICAL HEADER DETAIL
U
0
1/2"=V-0" u
5
F
mpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
i
z b
P c
M
z
>
Q
U
<"
z
W
z
i
CD
i
W~�
i
1—Ztna� 8
Q Z
O6M�.c
'
i
Z
C) f= > J 00:g
�mLL! N
i
J
con
(n��}o 8
W <0Owa
Z
z��LUz E
_>
Z
Q¢wYo E
LL
O
LU
0w
w
1 W
LL W
O
U)
O
i
Z
N
O
ch
i
Q
LL
LL.W
O
J
z
W
LV
�
i
m
ti
U
i O
~J
'
0
w
J
C,)
Z
V
=
W
C2
r-
—
Q
W
LLI
V
CL
a.
LU
LL j
)
, �a0Uj
0.. 0
C4
i
i
STRUCTURAL ENG: RMG
DRAFTING:
i
i-STRUCT:
MB
QC CHECK: CC
JOB No. DWH-0205485
i
i SCALE: AS INDICATED
DATE: 06-20-18
i
SD2
NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES:
WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
PLATE LENGTHS MUST PENETRATION OF WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY PROVIDE 1/4"DIA x 5 1/2" LAG SCREWS OR EQUAL ((ZPACE AS SHOWN FOR 3 -PLY)
LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/ 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's
INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE
PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING 1, \ 1,
• NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS
+ ' • • '
+ (2) 10d NAILS @ 3" O.C. ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP • ' 10d x 3" COMMON z
z
WITHIN 48" OF SPLICE PLATE SPLICE '
W
+ THEN (2) ROWS 10d TOE -NAILS TYPICAL AT • ' . , ) • ' • • • • 1 p z `v
LOCATIONS C
" ALL LOCATION p 2 1/2� w
NAILS @ 8 O.C. z p w 2 1/4 0
OTHERWISE 2x4 WALL BEYOND 48' w - 1 1/2" z - z N _jAGAINST 2x8 STUDS M! w N U N
Q o
48A ATTACHED PER N N a -o u
M N a
EDGE DISTANCE
PER DETAIL
10dx3"
/N (WF08/SD3) 10d x 3 COMMON co w
OVERLAP TOP PLATE a
AT CORNER 10d x 3" COMMON OPP.t I z z x
TOP SPLICE @ SIDE O O `V O
DOUBLE 2X4 TOP
ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE O U U U 10d x 3" OPP. SIDE
PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT z I I a I I a I I z a w ��� �� LLj 0)ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ Q p � * ��/i��
TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS a- co co co — �`` `i°•°.•.°°°• ��� '., 0
TOE -NAILS TYPICAL AT oo „ ` ��� ••: 2 J Z o
• . /c� • LLI
ALL LOCATION TOP SPLICE 10d x 3 COMMON Q • `� EL A. •
OPP. SIDE CL DISTANCE PER co 1c� O O • U
BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION DETAIL �W w 2: Z �p �
•U o O.�! Q
STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C O '•� z ? Z 0
(2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S ~ �i�••'••°•°° • °• �� O _a
U_
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) w ����i P �� m
_ FO TYPICAL TOP PLATE SPLICE @ BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN nnI
3/4"=1'-0" w
p
O
MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D U
2x DBL TOP PLATE (- BUILDER NOTE: O
1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 /FLAT z L1J
2 °o
° ° ° ° ° ° ° ° ° D= NAIL SPACING SOFFIT FRAMING NOT
BEYOND OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ ° ° p
— — — — — — — — — — — — — w U- z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. `'' N v iT D — Tl — — PER NOTE #2 REQUIRED WITH ALUMINUM <
SHEATHING PER PLAN OR VINYL SOFFITS m Q
O _ Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d r M OVF `SC,q OV Sc ROOF SHEATHING, Q
I — — — — — -n--Tr— I I— WALL SPLICE, FIELD w z � �- < "`1A TO a z R T FASTEN PER PLAN
� Q NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I x R 6 ROOF SHEATHING ? F qe STRUCTURAL p
5 I I I I I Ll�
VERIFY IF REQUIRED a w PLATE PER PLAN FNC T FASTEN PER PLAN FN�'O O AF SHEATHING
p w = 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS Tye (�S CTiy T�'(iS ATTACHED PER - F
FX
i I I I I I _ ~o @ 3" O.C. IN HORIZONTAL CONDITIONS a S O,o S wIII _IL_ — Jl — — — D_ �, z = DOUBLE NAIL EDGE SPACING Oy o NAILING SCHEDULE
III III I I I I -- ® NAIL INT W/ 8d NAILS @ 12' O.C. & NAIL EDGES 6 O.C.
WALL SHEATHING " O 2x4 FRAMING @ 24" _
O w U.N.O.UNOON PLANS. STAGGER ALL VERT. PANEL JOINTS i--
II III I I I I 11 SPLICE, SEE SPLICE _ 2x4 FRAMING 24" O.C. MAX.
50 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" @ 2x4 #2 SYP CONT. W/ p
III I I ( I I I I I DETAIL. MAX 1/8" � S= NAIL SPACING. O.C. MAX. PROVIDE (4) 10d x 3" 2
OPENING SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & v S S PER NOTE #1 2x SCAB w/ 10d NAILS O 16d COMMON o
NAILS AT JOINT NAILS EA. STUD OR
III III I 4 II w � BOTTOM M "' — — — — — — — @ 4 O.C. PROVIDE (4)10d x3 Z
I I I I I I I I I I PANELS U) } ° ° ° PER -ENG TRUSSES _ NAILS AT JOINT TRUSS MEMBER, > O
co TYP. (MAX. 24 O.C.).
III 3 III I II II J SINGLE NAIL EDGE SPACING PER PLAN 2x SCAB wi 1ad NAILs O
TYP. I I ( I I p O EXTERIOR SHEATHING @ 4" O.C. IF MASONRY, USE (2)
TRUSS CONNECTION
3/4"=1'-0"3/4"=1'-0"
(I
AROUND
I (I I
2x STUDS BEYOND,
a
W
t_ OJ
W
L
OPENING
I I I I I I I I
SEE PLAN FOR MORE
Of"
PROVIDE PIECE OF
2x FASCIA
PER PLAN
III
I I I ( I I I
INFO
z_
� O
SHEATHING BETWEEN
11
_ _
_117-
III I I I I I I
CMU WALL PER PLAN
w=CO
(2) 8d TOENAILS
EXTERIOR WALL
O.C.
O
w
I I I I
I I I I I I I I(
ILL
Z
U) w
W F-
O
SHEATHING & BLOCKING.
BEAM INTO LONG SPAN AS INDICATED ON BEAM
I
1—IL — —
ILL — H _ LL — _IL_
_j =
O_ O
C)
J
J
SHEATHING TO HAVE
Q
pC/)
U)m
2x4 PT LEDGER W/
SAME THICKNESS&
SYSTEM
c9
z
W W
" O
U_ 00
STRENGTH ORIENTATION
STRAP IS NOT REQUIRED.
1/4" x4" TAPCONS @ 12"
FLOOR SYSTEM
2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C.
"W
3
pm
AS EXTERIOR WALL
ti
— — — — —
---------
PT. POST (AS NOTED)
SHEATHING
PLAN
WALL OR TRUSS,
w
¢
Oj
CUT TO FIT
2x BOTTOM PLATE
STUD PER PLAN
JOINT, MAX. 1/8" GAP
_
OPENING SIZE
1 BEYOND SEE PLAN
SEE ELEV. FOR
SEE ELEV. FOR
SEE PLAN
10, SHEATHING DIAGRAM
2x6 BLOCKING PLACED
(2) ROWS OF 8d NAILS
p
_
g
J
FLATWISE W/ (2) 16d
@ 3" O.C. TOP & BOT.
F1 EXTERIOR SHEATHING SCHEDULE
NAILS EACH END
OF SHEATHING SPLICE
TRUSS CONNECTION
3/4"=1'-0"3/4"=1'-0"
PER -ENG TRUSSES
1/2"=1'-0"
1/4" TAPCONS W/@
a
W
p
W
L
PER PLAN
2x FASCIA
PER PLAN
2x FASCIA
MIN. 2" EMBED. 24"
U
J
LJ.lI
CMU WALL PER PLAN
(2) 8d TOE NAILS TO
TRUSS CONNECTION
(2) 8d TOENAILS
O.C.
O
w
ILL
Z
O
BEAM INTO LONG SPAN AS INDICATED ON BEAM
LEDGERpER
PLAN
TO LEDGER
TRUSS OR ROOF
Q
C)
J
J
Q
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
2x4 PT LEDGER W/
SYSTEM
c9
z
W W
(/)
STRAP IS NOT REQUIRED.
1/4" x4" TAPCONS @ 12"
2x FRAME WALL PER
2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C.
WOOD/MASONRY
3
pm
ti
PT. POST (AS NOTED)
O.C.
PLAN
WALL OR TRUSS,
w
¢
Oj
J
O
H-
Q
W
J
SEE ELEV. FOR
SEE ELEV. FOR
SEE PLAN
W
p
_
g
J
U
O.H. SIZE
EXT. AS NOTED
O.H. SIZE
a
SDSCREWS @ 16"
2x6 COLLAR TIE HALF WAY
z
_
>- pS
LAP BEAM PLYS AND
O.C. MAX.;
TO MASONRY w/ 2x6
UP HEIGHT OF VALLEY.
I
w
_
W U
•--j
W
V
NAIL AS SHOWN (5)
CONDITION @ CMU WALL CONDITION @ FRAME WALL
o
PT SYP #2 LEDGER w/
FASTEN w/ (5) 10d COMMON
I w
c�
(
F -
Y M
—
CL
'
0.131 x 3 1/4" NAILS
F1 TYPICAL SCAB OVERHANG
2 L
D0EDGER @ LOW ROOF
„ „
(2) 1/4 x 2 3/4
NAILS @ EACH END (TYP.)
p
z
LJ.I t
'�
�„
LU
W
W
SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL
a.
SEE
ROOF SHEATHING, A v� o
PRE ENGINEERED
PLAN NAIL PER PLAN (2) 2x BUILT-UP COL_. TRUSS AND IF PERPENDICULAR TRUSS O °
CONNECTIONS PER INSTALLED ABOVE FASTEN o %
DOUBLE TOP PLATE z U < o
PLAN TYP. 2x8 #2 SYP TOP PLATE TO O z+
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE TRUSS W/ (2) 12d TOENAILS
U)@ EACH STUD (2) 12d NAILS @ 00 —
2x8 SYP #2 P.T. VERTICAL @ O
a. Z
Ile EACH END a
16" O.C. FASTEN EXT:
PRE -ENGINEER SIMPSON LSTA30 W/ �'' SHEATHING W/ 8d NAILS 6" C) (�
ROOF TRUSS - SEE (22) 10d NAILS (ALL z O.C. AT EDGES AND 12" O.C. p U) V n ,,
FRAMING PLAN FOR CORNER CONDITIONS g IN FIELD. FASTEN TOP U J W _j
SPACING EXTERIOR SHEATHING STRAP AROUND a PLATE TO VERTICAL STUDS p 0 °' w
SEE PLAN FOR NAIL PER PLAN TALLER STUD) w �; - W. (4) 12d NAILS Q 06 w z 0 ( n E
CONNECTION o U Q Z' N- 6
2x BRG WALL, SEE HGAM10 TOP AND BOTTOM
o PLATE TO CMU WALL W/ 4 Q Z U o> U_
PLAN FOR STUD SIZE & O w W J
P ING. MIN 2 x M 1/4" x 1 1/2" SDS SCREWS & (4) O W � Q o o W
fnQ:p}o
P 2 W o
S AC O 2 SEE FLOOR PLAN FOR "• " z J = o a ..
UNDER GIRDER TRUSS MORE BRG. WALL INFO :' .; O � z � z w Z E
1/4" x 2 3/4" TAPCONS TO CMU _ � CO `
U.N.O. @ 32 O.G. & MIN. 6 FROM f-- W Q ¢ w Y o
a ENDS. IF HEADER HEIGHT v~ 0� o ujg=
r�
2x BLOCKING EXCEEDS 2'-0 ADD AN OJ W W LOWMU
SIMPSON LSTA24 EACH (2) 2x TOP PLATE • ADDITIONAL HGAM10 FROM = W Ow
CENTER OF EACH STUD TO f. _ Z
STUD CMU @ 32" O.C. MAX
_ U) 0
ATTACH 2x TO POCKET SGD
2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM U
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ m
SPACING. MIN (2) 2x STAGGERED @ 8" MANUFACTURER'S EACH VERTICAL, Q Z N
, EACH PLY. z
SPECIFICATIONS o O - STAGGER NAILS AS M
UNDER GIRDER TRUSS SEE PLAN FOR O.C.
U.N.O. CONNECTION REQUIRED U ..1
fiF1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL SO HEADER @ POCKET SLIDER Z
W
3/4"=1'-0" 9/2"=1'-0" 1/2"=1'-0" 0�
SD3
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.
3/4"=1'-0"3/4"=1'-0"
1/2"=1'-0"
p
W
L
W
J
LJ.lI
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
2x6 SYP #2 LEDGER.
a
ILL
Z
O
BEAM INTO LONG SPAN AS INDICATED ON BEAM
TO STUDS w/ (2) 1/4" X
4%" SIMPS. SDS
J
J
Q
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
c9
z
W W
(/)
STRAP IS NOT REQUIRED.
SCREWS @ 16" O.C.
pm
ti
PT. POST (AS NOTED)
EXTERIOR WALL/TRUSS
MAX.;
TO GABLE END STUDS
¢
Oj
J
O
H-
Q
W
J
w/ (2) 1/4" X 3'/" SIMPS.
p
_
g
J
U
EXT. AS NOTED
SDSCREWS @ 16"
2x6 COLLAR TIE HALF WAY
z
_
>- pS
LAP BEAM PLYS AND
O.C. MAX.;
TO MASONRY w/ 2x6
UP HEIGHT OF VALLEY.
I
w
_
W U
•--j
~
Z
V
NAIL AS SHOWN (5)
PT SYP #2 LEDGER w/
FASTEN w/ (5) 10d COMMON
I w
c�
(
F -
Y M
—
CL
'
0.131 x 3 1/4" NAILS
12
„ „
(2) 1/4 x 2 3/4
NAILS @ EACH END (TYP.)
p
z
LJ.I t
'�
�„
LU
1
PER PLY
HTS20 CLIP FROM
4 (MIN.)
TAPCONS AT 12" O.C.
I
'
W 1�
~
Z
a
a
SIMPSON H3 CLIP
2x6 RAFTER TO 2x8 RIDGE
• "
POST TO BEAM
SHEATHING PER PLAN
BOARD W/ A35 ON ONE SIDE
F-
W LLJ
Ll.l
Q
EXTERIOR BEAM AS
2x4 SYP #2 LEDGER.
OF RAFTER. ATTACH A35 ON
I
3:
�
0
0
11
NOTED PLAN VIEW TOP OF POST
TO STUDS OR BEAM w/
(4) 10d NAILS FOR
ADJ RAFTER TO OPP SIDE
O
O
Q
PT POST (AS NOTED)
(2) 1/4" X 4%2' SIMPS7
CONY. FRAMED
MEMBERS ONLY
(AS SHOWN)
I
w
0 2
W
N
ABU POST BASE
SDS SCREWS @ 16
I
z
a-
(AS NOTED
O.C. MAX.;
-- ----
--------
'•o'
5/8" THREADED ROD w/
TO GABLE END STUDS
, „
FASTEN SYP OR SPF 2X6 (MIN.
o
STRUCTURAL ENG: RMG
• c
NUT SET IN ADHESIVE
w/ (2) 1/4 X 3/ SIMPS.
3'-0" MAXL
WIDTH) PLATE THRU O.S.B L
•9�l�1-
�
DRAFTING:
SCREWS @ 16"
FASCIA PER
SHEATHING (THICKNESS PER
W
O.C.SIDS
O.
COMMUNITY SPECS
PLAN) TO PRE ENG TRUSSMB
�P���
-ECK:
:a t
I I
MASONRY w/ 2x4 PT
2x4 SYP #2 OR
BELOW W/ 1/4"x4-1/2"
F-
v
QC CHECK:
CC
cc
a q
. a a
SEE FOUNDATION
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
SIMPSON SDS SCREWS 2x6
2X8 RIDGE BOARD
a I I
PLAN FOR ADDITIONAL
x 2 3/4" TAPCONS @12"
OC
ROOF TRUSSES 24"
PLATE TO TOP CHORD OF
FASTEN
FASTEN CONY. 2x VALLEY RAFTER
JOB No.
DWH-0205485
INFO
O.C. MAX.
EACH TRUSS BELOW 24's @ 24"
FRAMING (ORPRE-ENG VALLEY TRUSSES)
SCALE:
AS INDICATED
SIDE VIEW BASE OF POST
SIMPSON H3 CLIP
DESIGNED FORO,C.
MAX.
TO 2x PLATE WITH SIMPSON MTS12 OR
rCDO CORNER COLUMN FRAMING
DO TYPICAL SHED ROOF DETAIL
SHINGLE ONLY
CF01 FIELD FRAMED VALLEY DETAIL
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA.
RAFTER TO PLATE CONN.
- NOT USED
W
o
DATE:
06-20-18
W
3/4"=1'-0" 9/2"=1'-0" 1/2"=1'-0" 0�
SD3
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: ALL FLOOR PRE-ENGINEERED I KU55 5 I KAN - Stt PRE-ENGINEERED
TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE
NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR
BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING
OR SIM) IS PROVIDED STRUCTURAL COL PER
STRUCTURAL COL PER
TRUSS STRAP -SEE PLAN FOR SIZE AND
FRAMING PLAN FOR ; PLAN FOR SIZE AND REQ'D # OF STUDS
REQ'D # OF STUDS
CONNECTIONS
„
DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @
2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER
PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6)
SHINGLE OR TILE PER ROOF TRUSSES AT 24" < 10d x1-1/2" 24" O.C. F�<< 10d x1-1/2" 24" O.C.
ARCHITECTURAL I ATTACHED PER ATTACHED PER <S @ sy @
ELEVATIONS.
O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA24 yF� (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 FFp (USE SP6 @ 2x6 STUDS
STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS)
NAILS. BEND STRAP NAILS. BEND STRAP
PRE-ENGINEERED OVER TOP PLATE MAX. OVER TOP PLATE MAX.
TYPICAL TRUSS TO SIMP. HTT4 (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE
ROOF TRUSSES @ 24" FRAME CONNECTION. 1„ 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN
O.C. W/(18) 16d x 22 NAILS FACE OF JAMB STUDS/ FACE OF JAMB STUDS/
SEE STANDARD TO POST (U.N.O. ON HEADER HEADER - SEE 2ND HEADER
CONNECTOR NOTES HEADER -SEE 2ND
FLOOR PLAN FOR MIN.
TYPICAL TRUSS TO FRAMING PLAN) & $ \ FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D ��I►111111(����
ALL THREAD W/7 MIN. HEADER SIZE & REQ'D
�� �i
EXTERIOR SHEATHING .N �/ �� w Cl)
FRAME CONNECTION. FROM TOP OF WALL JAMB STUDS •••••••�� � d
REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 JAMB STUDS p ��`
SEE STANDARD . � •.•• •. �/ ao
BUILT-UP COLUMN BEAM USING SIMP. SET STRAP CENTERED EXTERIOR SHEATHING w �� t� _
CONNECTOR NOTES FLOOR TRUSS SEE TO BOT. (RIBBON/ w •• ••.
INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN FRAMING PLAN FOR BEAM) ATTACHED PER FROM TOP OF WALL ? �v M w "A � Z o
PLAN AND GIRDER/BEAM IF HEADER IS UPSET TO BOTTOM OF FLOOR
BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE. AND WINDOW IS SYSTEM (RIBBON / :�:•Z w J = U
BEARING PRE -ENG. FLOOR PROVIDE SOLID .w cc• Q = Q
SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS1ITHIS (2) 2x SILL AT WINDOW IF HEADER IS UPSET W Sv d p• Z -0
SEE PLAN NAILS LOWER: (1) 2x SILL BEAM) ATTACHED PER v. O
SHEET FOR MORE INFO FLOOR GIRDER OR Wt 2x CRIPPLE STUDS 2 • z <
SYSTEM INSTALL COL. EVEN WITHIN BEAM; SEE PLAN PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS •.,• Gj w p Z
MASONRY WALL SEE TOENAILS. EXT. LOWER: (1) 2x SILL fid, .. .. ��
KNEEWALL &PROVIDE FLOOR TRUSS
AT EA. END NAILED TO O s.
SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d HEADER OPENINGS O 10d p ���j "°� Q� ?�- O
UNDER COLUMN @ LESS THAN 4FT:(1) 2x PLATE IL 2 = 4/Il 11�� m
NAILS 8" O.C. THEN TOENAILS. EXT. w ��// * ��� u -
DBL. TOP PLATE ABOVE AS4TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16 O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS 11111
SEE ARCHITECTURAL ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x
PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG 3/4"=1'-0" 3/4"=1'-0" TOENAILS AT EA. END SILL PLATE W/ 2) 10d o
INFO 2x SILL PLATE W/A35 TOENAILS. OPENING
OR LVL GIRDER
LARGER THAN 4FT: (2) ( p
OF SILL (MAX OPEN'G (2) 2x SILL AT WINDOW U
2x 2ND FLOOR STUDS WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) 0
MIN 2x4 SPF #2 STUDS W/ 2x CRIPPLE STUDS
WINDOW AS MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA. END FOR CRIPPLES @ 16" O.C. 2x SILL PLATE W/ A35 z
@ 16" O.C. SEE PLAN AT EA. END NAILED TO o W
POST BELOW U.N.O. STRAPS CENTERED @ OPENINGS GREATER W1(2) 10d TOENAILS CLIPS EACH SIDE W/ 2x �--
' SCHEDULED FOR MORE INFO. ' STUD PACK W/ 10d �
PROVIDE SOLID A 1'k FLOOR W/ (14) 10d THAN 4' BUT LESS T&B (PLYWOOD NAILS @ $" O.C. THEN CRIPPLES @ 16' O.C. m Q
EXTERIOR FINISH PER eN��ABLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS THAN 6 SHEATHING REQ'DSTUDS @ 16" O.C. W/ (2) 10d TOENAILS o
INT. FINISH PER PLAN SYSTEM TO MATCH SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD -
SHEATHING REQ'D p
PLAN PLAN FOR FLOOR
COL: DIMENSION SYSTEM INFO. W/ (18) 10d x 22" NAILS SEPARATE SHEATHING TOENAILS ATEA. END T&B) 0
MID -SPAN BLOCKING 2x BOTTOM PLATE W/ REFER TO PLAN FOR TO POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G
(2) 12d AT 12" O.C. BUILT-UP COLUMN ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & 8" WIDTH 4'-0"). USE A35 _
U.N.O. INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7 MIN. CLIP AT EA. END FOR
3/4" FLOOR SHEATHING EMBEDMENT INTO TIE OPENINGS GREATER O
STRAPS CENTERED @
INSULATION PER PLAN ATTACHED PER BEARING WALL PER FLOOR W/ (14) 10d
SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND ; CALIFORNIA CORNER A -A BEAM USING SIMP. SET THAN 4' BUT LESS
NAILS EPDXY THAN 6' O Z
WS11 OR WS13 FOR COLUMNS (2) SIMPSON LSTA18 2
FLOOR TRUSSES SEE 2 SIMPSON META16 STRAPS CENTERED >
ADDITIONAL MID -HEIGHT BLOCKING O @ �
INFORMATION THIS PLAN FOR DEPTH AND PER BEARING WALL ( ) U
DIRECTION FLOOR TRUSS TO FLOOR W/ 14 10d 2x TOP &BOT. �-••
SHEET SCHEDULE
MASONRY WALL NAILS RIBBONS, CONT. a �_
NOTE: ALL FLOOR (3) 2x STUD PACK NOTE: ALL FLOOR (1) SIMPSON LSTA30 _
TRUSSES TO BE P.T. IF COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF V
STRAP CENTERED p U)
CONNECTION PER FLUSH W/ FACE OF BETWEEN COLUMN SEE FRAMING PLAN _j W
NO MOISTURE SCHEDULE NO MOISTURE BARRIER
BARRIER (FELT PAPER PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS
OR SIM) IS PROVIDEDPER NAILING ATTACH 2x STUDS W/ PROVIDED AND GIRDER/BEAM FOR FLOOR =
BEARING REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION
SEE PLAN - FOUNDATION PLAN 1/8" GAP BETWEEN FRAMING PLAN, 2IF FLOOR SYS. 0nd FLR STUDS TOESENT PER LOOR BEARON FOR FLOOR NAILS
•. • _ � ; � •- STANDARD CORNER A -A
• = j :: '." .' `' SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED ON CONNECTION w
FOR FTG.
MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE J
BOND BEAM INFORMATION FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR a
��I ',.. ,,. •:.., ' SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR O
FLOOR SYSTEM DRAFT _ _ _ PIA�SN NRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS BEAM
Lai
SYSTEM IS 18 TO 36' DEEP USE MSTC66 W/ 60 16d IS INDICATED, BASE STRAPS ARE REQ'D ON
STOPPING AT 1000 SQ _� SINKERS AND (14) Ya'X2 Ya" TITENS TO MASONRY MASONRY WALL SEE
BOTH SIDES OF THE WALL W
FT MAX: DRAFT PLAN FOR MORE INFO z w
LINTEL AS PER PLAN STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION 2nd FLOOR fiSON7�HEADER CONNECTION 2nd FLOOR HIGH BM
: MIN THICKNESS SHALL S03 @ S09
WD. HD. HT. BE 1/2 GYP BOARD ORLU
3/4"=1'-0° 3/4"=1'-0., 314"=1'-0" 3/4=1-0
"'" H U0
SEE PLAN 15/32" OR 7/16" OSB. Q o
ATTACH TO FLOOR _ V J A _� g
FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN SHEATHING PER PLAN U
TRUSS W/ 8d NAILS AT FLOOR SHEATHING
NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING ATTACH PER NAILING p J M8
°
16" O.C. TOP AND 2x STUDS , SEE PER PLAN ATTACHED
BOTTOM CHORDS FRAMING NOTES FRAMING NOTES NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN SCHEDULE U) z
PRECAST SILL OR SILL FRAMING PLAN FOR 2x STUDS ,SEE ATTACH PER NAILING PER NAILING z gyp
PER WINDOW FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SCHEDULE O U < o�
2x4 #2 SYP BLOCKING SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, LJ) z Q
MANUFACTURER AND SEE ARCH PLAN SPACING AND GRADE CONTINUOUS FROM 2x4 #2 SYP BLOCKING� z °
WRITTEN @ 48" O.C. W/ (2) 12d AAND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE @ 48" O.C. W/ (2) 12d O W
TOENAILS EACH END TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TOP OF TOP PLATE TO w
SPECIFICATIONS SYS. 42 FLOOR TO VERIFY SIZE GIRDER TRUSS PER TOENAILS EACH END a 0 Z
2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE BOTTOM PLATE. 2x BOTTOM PLATE W/
2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ PLAN 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. _ U
(MAX} BEARING WALL PER
EXT FINISH PER PLAN AGAINST TRUSS (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL 2 12d NAILS @ 12" O.C. AGAINST TRUSS �• (A U
VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3 O PLAN (1) ROW 8d NAILS 3" E- W -j n
O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" VERTICAL @ 48'O.C. @ -i a, w
W/ (3) 12d NAILS EACH 12d TOENAILS DOUBLE BOTTOM W/ 3 12d NAILS EACH O.C. WALL SHEATHING uj
VERT REINF. BEYOND END TO BOTTOM PLATE/ O.C. WALL SHEATHING O.C. WALL SHEATHING
O LL z TO BOTTOM PLATE/ 06 w O- n E
TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE PLATE END w TOP CHORD p O (� Q zo
TOP CHORD TOP RIBBON 2 H5 EA: FLOOR w
PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN O _ _ Q Z U
( TRUSS TO DOUBLE J J u- J o} r N
MASONRY WALL PER2x SYP #2 RIBBON MIN
PLAN SYS. 42 FLOOR OR FIELD FRAME 2x4 2x4) TO TRUSS W/ (4) CO CO ''^^ F- m `O
I KNEE WALL STUDS @ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM BOTTOM PLATE, SLIT FLOOR TRUSSES PER LL O J v J Q o o
i • . CONC. SLAB - TRUSSES @ 24" O.C. 16d NAILS; BOTTOM FLOOR DECKING TO PLAN z = o
SEE FOUNDATION 16" O.C. W/ 2 16d NAILS RIBBON TO BE PT IF
(MAX) O RIBBON TO BE PT IF SEE TRUSS LAYOUT ACCOMMODATE O z z L z C
@ EACH END. TRUSS TO BRG DIRECTLY ON O Z z w E
PLAN FOR MORE INFO ? ' ' BRG DIRECTLY ON CMU FOR HANGER STRAP Q i- Q LL w Y o
FIN. FLR. CMU W/ STRAP PER CMU ATTACH TRUSS v O w p W.5 a
0,-0„ —
' STANDARD CONNECTOR (2) ROWS 8d NAILS @ .� (2) ROWS 8d NAILS @ BOTTOM CHORD TO O F'-- U F 0
." tn
NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL BEAM BELOW W/ (2) w W Q w Mo
co j.. •.� 2x RIBBON OR
GRADE MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d BEAM PER PLAN ROWS 1/4"x3" SDS _ Z O T
PLAN .• O.C. WALL SHEATHING PLAN BOTTOM RIBBON MASONRY OR MTS12 RIBBON SCREWS @ 12" O.C. _ Cl) O
OR (3) 16d TOENAILS I_ -
SEE FOUNDATIONNOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR MAX"
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 (2) ROWS 8d NAILS @ v m �
NO MOISTURE SHEATHING &CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE z
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER 3 O.C. WALL o
VAN SHEATHING TO BEAM Z N
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED TRUSS PER PLw O M
TYPICAL TWO STORY SECTION -SYSTEM 42 S1 TWO STORY PARALL FfiSON2�EL FLOOR CONNECTIONfiSl TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM z
2x SYP #2 RIBBON (MIN
o z 2x4) TO TRUSS W/ (4)
w 16d NAILS; BOTTOM
w RIBBON TO BE PT IF
BRG DIRECTLY ON
'J J
LL 3 CMU
(2) H2.5A TRUSS TO
BEAM U.N.O. (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
BEAM PER PLAN TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
PERPENDICULAR TRUSS TO DROPPED BEAM
'0" o- J L
3/4"-1-0" 3/4"=1-0" 3/4"=1'-0 3/4"=1 3/4 -1-0w N
W Ou. o
2nd FLOOR WALL; SEE
J Z
.JOIST PLAN FOR MORE INFO.
W
z W �
IF SHEATHING IS NOT - Qp
CONT. TO BOTTOM OF
CONTRACTOR TO FLOOR TRUSS, - - o =
z g 0
J F-' W
PROVIDE ADEQUATE SIMPSON LSTA18 J
U
WATERPROOFING. NO STRAPS FROM EA. >- O ..
STUD TO TRUSS REQ'D w W U F- (,
CONCRTE SLAB 2 _j Z
PERMITTED z F- M
g SEE ARCH DWGS FORz W a s 1
T-
0- TOPPING INFO w C0�- Z a
a 3/4" PLYWOOD FLOOR U a
SLOPE DECKING ATTACHED
� LU LLJ
cn PER NAILING p 0 O
SCHEDULE O O Wqq
a
SLOPED BALCONY w �2 CO
z
- FLOOR JOIST (12"
TALL) W/ LUS26 OR o STRUCTURAL ENG: RMG
LUS46 TO LEDGER
DRAFTING:
2x12 #2 SYP CONT. STRUCT: MB
LEDGER W/ (3) 1/4"x4-1/2..
SEE WS10/SD4 FOR SDS SCREWS EQ.
V QC CHECK: CC
ADDITIONAL INFO SPACED VERTICALLY @ JOB No. DWH-0205485
24" O.C. AND @ EA. END cn
VERTICAL (MIN. 2" FROM Q SCALE: AS INDICATED
TOP & BOTTOM) z DATE: 06-20-18
w
BF01 SECTION AT BALCONY/01
- NOT USED
w
SD4
E -
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.
FLOOR SHEATHING
SHEATHING PER PLAN
PER PLAN ATTACHED
ATTACH PER NAILING
PER NAILING
SCHEDULE
SCHEDULE
2x BOTTOM PLATE W/,
(2) 12d NAILS @ 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
o z 2x4) TO TRUSS W/ (4)
w 16d NAILS; BOTTOM
w RIBBON TO BE PT IF
BRG DIRECTLY ON
'J J
LL 3 CMU
(2) H2.5A TRUSS TO
BEAM U.N.O. (1) ROW 8d NAILS @ 3"
O.C. WALL SHEATHING
BEAM PER PLAN TO BOTTOM RIBBON
(2) ROWS 8d NAILS @
3" O.C. WALL
SHEATHING TO BEAM
PERPENDICULAR TRUSS TO DROPPED BEAM
'0" o- J L
3/4"-1-0" 3/4"=1-0" 3/4"=1'-0 3/4"=1 3/4 -1-0w N
W Ou. o
2nd FLOOR WALL; SEE
J Z
.JOIST PLAN FOR MORE INFO.
W
z W �
IF SHEATHING IS NOT - Qp
CONT. TO BOTTOM OF
CONTRACTOR TO FLOOR TRUSS, - - o =
z g 0
J F-' W
PROVIDE ADEQUATE SIMPSON LSTA18 J
U
WATERPROOFING. NO STRAPS FROM EA. >- O ..
STUD TO TRUSS REQ'D w W U F- (,
CONCRTE SLAB 2 _j Z
PERMITTED z F- M
g SEE ARCH DWGS FORz W a s 1
T-
0- TOPPING INFO w C0�- Z a
a 3/4" PLYWOOD FLOOR U a
SLOPE DECKING ATTACHED
� LU LLJ
cn PER NAILING p 0 O
SCHEDULE O O Wqq
a
SLOPED BALCONY w �2 CO
z
- FLOOR JOIST (12"
TALL) W/ LUS26 OR o STRUCTURAL ENG: RMG
LUS46 TO LEDGER
DRAFTING:
2x12 #2 SYP CONT. STRUCT: MB
LEDGER W/ (3) 1/4"x4-1/2..
SEE WS10/SD4 FOR SDS SCREWS EQ.
V QC CHECK: CC
ADDITIONAL INFO SPACED VERTICALLY @ JOB No. DWH-0205485
24" O.C. AND @ EA. END cn
VERTICAL (MIN. 2" FROM Q SCALE: AS INDICATED
TOP & BOTTOM) z DATE: 06-20-18
w
BF01 SECTION AT BALCONY/01
- NOT USED
w
SD4
E -
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.
2x8's MIN. SPF #2 @ 16" EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO
O.C. MAX W/ MID POINT 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 16d NAILS @ 16" O.C. 2nd STORY WALL 2x4 BLOCKING . N
16d NAILS EA. END.
BLOCKING (U.N.O.) EXT. FINISH PER BOTTOM PLATE @
O.C. - SEE FRAMING SCHEDULE ATTACH PER NAILING
ARCHS 2x4 STUDS @ 16" O.C. BLOCK ADJACENT -
PLAN FOR MORE INFO. BAYS @ EACH
2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 1/2" GYP. BOARD DIAGONAL BRACE AS
12d NAILS @ 12" O.C.fF—
OR
TOP & SP1 @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF SCHEDULE
USE SIMPSON MTS12MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL 2x4 BLOCKING
OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d BETWEEN STUDS W/ SIMPSON H10A @ SHOWN. FASTEN ROOF
2x BRG WALL W/ NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS
BLOCKING BELOW.STRAP STUDS W/ LSTA18 @ 16" O.C. EACH DIAGONAL SHEATHING TO 2x
SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d 3/4" TAPCONS PER ATTACH PER NAILING EACH END BRACE BLOCKING W/ 8d NAILS
TOENAILS EACH END NOT REQ'D IF STUD ISTO TRUSS BELOW) SCHEDULE °C
SP1 @ BASE. LSTA18 STRAP; CENTER SEE LD02/SD3 6 O.C.
CONNECTED W/ MTS123/4" FLOOR SHEATHING ATTACHED CS18 EA. STUD ABOVE
MTS12 MAY BESTRAP BETWEEN FOR MORE INFO.
2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL TO STUD BELOW W/ 11"
USED @ BASE MASONRY WALL AND (5) 16d NAILS
12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d PLATE W/ 1/2" EPDXY END LENGTHS & DIAGONAL BRACE TO
EXTERIOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL
ATTACH PER NAILING 3/4" FLOOR SHEATHING ANCHOR BOLT OR
(2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL (1 BOT NAILS BLOCKING
SCHEDULE ATTACHED PER SIMPSON HTT4 AT Z 3/4" EMBED. 32" O.C. & 3 2x BOTTOM PLATE,
BLOCKING W/ SIMPSON @ -PLATE W/ 1/2" EPDXY PROVIDE 2x4 SYP #2
NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS FROM EA.END
(2) 2x4 #2 SYP ANCHOR BOLT OR ATTACH TO DOUBLE
BLOCKING W/ SIMPSON USE (4) 10d & (2) 10d INSTEAD OF INDICATED J -BOLT W/ MIN. 7" TOP PLATE W/ E 1/4" x CONT. BRACE H (2)
NAILS. UNDER EXTERIOR FLAT STRAP.. EMBEDMENT @ 32" 4-1/2" SDS SCREWS @ 16d NAILS EACH
DIAGONAL BRACE.
HUC24-2 EACH END, SEE PLAN 12" O.C. STAGGER �
WINDOW JAMBS USE -�— INTERIOR FLAT STRAP MAX 1/8" GAP O.C. & 3" FROM EACH '
USE (4) 10d & (2) 10d ROWS 6"
NAILS. UNDER SEE PLAN (2) 2x6 W/ HUC26-2. y IS STILL REQUIRED AT BETWEEN SHEATHING END ���++�i�E E'�����0 M
JAMB STUD CONDITION AND CMU IF SHEATHING IS NOT O.S.B. TO OVERLAP TRUSSES PER PLAN %%' ���. W
WINDOW JAMBS USE LOW ROOF TRUSS SEE a CONTINUOUS TO BASE 2x BEARING WALL BOTTOM PLATE 1-1/4" .••••••••. ��I/ `� a
(2) 2x6 W! HUC2600
-2. 4. TRUSS PLAN FOR SEE ARCHS FOR ' - •• ••• �0 u l co
PLATE, SP8 TOP AND WITH ROOF LOAD (MIN.) W •• % Z o
LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND d BOTTOM ARE REQ'D •� 0 p J _ z N
REFER TO BEARING 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL
TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH a CONT. #5 IN TIE BEAM - ' FLOOR WALL W/ BRACE @ 48" O.C. MAX. n _ z w �S Q " U
WALL SCHEDULE FOR �C Q
ON MASONRY USE CMU WALL PER PLAN 1/4" X 3-1/2" SIMPSON 45° FROM ® ¢ O• Z = 0 _3
CONNECTIONS MASONRY (SHOWN) MASONRY WALL PER STUD BASE
MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER SDS SCREW @ 16" O.C. HORIZONTAL BRACE Z6.;, z ui Q Z
OR WOOD WALL PER PLAN ARCHS CONNECTION & •
ON WOOD USE HGACO
•' G, �� Z
• CLIPS 24 O.C. BOTTOM PLATE O NOT REQUIRED O �6• `
PLAN @ ) ANCHORS 2 2x4 TOP PLATE 6' FROM EAVES. w �ii�8 ••••• P� `��� O
S1 SECTION RAISED HEEL TRUSS 6si SECTION @ COMBO TRUSSFO WALL SPLICE DETAILS fiF1'
SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL
1/2"=1'-0" 1/2"=1'-0" 1-1/2"=1'-0" 1„=1'-0” 1 „=1'-0" W
0
O
U
C7
EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS
(2) 2x SPF TOP IW -
FROM TOP OF WALL
3/4"=1'-0" I
SEE 2NC
r----------------------------, WALL SE
ADDITIO
A INFORM,
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
WINDOW SEE PLAN INFO. IF WALL
SHEATHING ISN'T CONT.
@ 16" O.C. PER PLAN
SIMPSON H2.5
z
B
ON NOTES &CONNECTOR LEGEND
TO BOTTOM OF SILL
TRUSS TO LEDGER
ATTACH EACH TRUSSCONNECTION
IMIN. 2x6 #2 SYP
2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
PLATE ATTACH PER
�-- 2X4 #2 SYP NAILER
(2) 2x HEADER
(CONT. LEDGER w/ (2)-
TO BEARING WALL
I ----------------------------I NAILING SCHEDULE
J
IF WALL SHEATHING IS SEE LD02/SD3 FOR
OF JACKS / KINGS. # OF STUDS TO
IYa"x3" SDS WOOD
ROOF SHEATHING
STOPPED BELOW MORE INFO IF
W
O
b
ISCREWS @ 16" O.C.
ATTACH PER NAILING
151MPSON H2.5A EA.
FRAMING PLAN FOR
NAILER W/ (3) 10d
ALIGN 2ND FLOOR TOP OF WALL TO DBL
HANGER BY OTHERS
(TRUSS i SCHEDULE 2x4 CONT. W/ (2) 12d
PRE ENGINEERED
(SPACED & 3" FROM '
1
M u..
LLI
PRE-ENGINEERED NAILS TO EACH STUD
TRUSSES @ 24" O.C.
@ 24" O.C. TO FLOOR
ATTACHED PER
IO.C. IS REQUIRED
w/ SHOP DRAWINGS 1
TRUSS PER PLAN
12 MAX. PER PLAN
J
ATTACHED PER
(2) 2x SYP #2
1 I 2x8 #2 SYP SILL PLATE
I MIN. 2x6 #2 SYP CONT. I
PER PLAN SEE ARCHS FOR ROOF
D04 SECTION @ LOW ROOF
PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS
BUILT-UP STUD
LEDGER W/ (2) Ya''x3-1/2" 1 I W/Y2' EPDXY ANCHOR
WATERPROOFING AND
W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4
SEE FLOOR FRAMING -
PLAN I
COLUMNS TRUSS PER PLAN
I OR J -BOLT @ 32 O.C.
SDS WOOD SCREWS @ - - -
r- - - - - - - - --
I/MIN. 7" EMBEDMENT
FINISH
FOR MORE INFO
C LL
CV O u. g O
16" O.C. MAX.MAx& 3"
& 6" FROM EACH END
IS, \
STUDS ABOVE TO
FROM EA. END -USE I
TRUSS ANCHOR (SEE
Cjj
STUDS ABOVE ARE
1 : (3) SCREWS FOR 24" I SIMPSON LUS26. USE
PLAN)
LEDGER PER PLAN
FECESS LEDGER INTO O.C. ( LUS26-2 FOR 2PLY
TO ALIGN W/ STUDS
(TRUSS. VERIFY W/ I TRUSS
ROOF SHEATHING
1-mWZ��
�O—
�W o�
Z
BELOW
TRUSS SHOP (
ATTACHED PER
STUDS ABOVE TO
DRAWINGS 2x8 SYP #2 LEDGER W/
------------------------
(---J
NAILING SCHEDULE
SIMPSON CS18
_gJ0
(2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT
MIN. (4) 16d NAILS TO MASONRY WALL PER
STUDS BELOW
ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN
EACH STUD (AT EACH PLAN
2x TOP PLATE O.H. -
w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSG.T.
p p
USE (4) OPT. TRUSS RECESS LEDGER
PER
PER ELEV.
HEADER BELOW
16d NAILS)
i' 0
(2) 2x HEADER SEE 2x #2 SPF STUDS @ 16"
J V
Z�ap0WZ �U
PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING
�� -- --- - - ----
.�� - -- --- - ---- • -- --- -
& CONNECTIONS FROM TOP OF WALL TO
3/4"=1'-0" I
SEE 2NC
r----------------------------, WALL SE
ADDITIO
A INFORM,
3/4..=1'-1J"
N
3/4"=1'-0"
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
WINDOW SEE PLAN INFO. IF WALL
SHEATHING ISN'T CONT.
PLATES U.N.O.
SIMPSON H2.5
z
B
ON NOTES &CONNECTOR LEGEND
FOR LOCATION
LSTA18 STRAPS ARE
TRUSS TO LEDGER
ATTACH EACH TRUSSCONNECTION
IMIN. 2x6 #2 SYP
2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
0
�-- 2X4 #2 SYP NAILER
(2) 2x HEADER
(CONT. LEDGER w/ (2)-
TO BEARING WALL
TO STUDS W/ 3-16d
J
IF WALL SHEATHING IS SEE LD02/SD3 FOR
OF JACKS / KINGS. # OF STUDS TO
IYa"x3" SDS WOOD
STUDS ABOVE
STOPPED BELOW MORE INFO IF
W
O
b
ISCREWS @ 16" O.C.
ROOF LINE TRUSSES ARE
FRAMING PLAN FOR
NAILER W/ (3) 10d
ALIGN 2ND FLOOR TOP OF WALL TO DBL
IMAX - EQUALLY
& CONNECTION INFO
TOE NAILS.
(SPACED & 3" FROM '
1
M u..
LLI
END OF LEDGER -
IUSE (3) SREWS 1F 24"
LEDGER RECESSED
INTO TRUSS. VERIFY
@ 24" O.C. TO FLOOR
ATTACHED PER
IO.C. IS REQUIRED
w/ SHOP DRAWINGS 1
CONT. ADD BLOCKING
L--------------------------
J
ATTACHED PER
OPT. TRUSS RECESS
LEDGER
g�LLZz
D04 SECTION @ LOW ROOF
PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS
3/4..=1'-1J"
N
3/4"=1'-0"
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
WINDOW SEE PLAN INFO. IF WALL
SHEATHING ISN'T CONT.
PLATES U.N.O.
FLOOR GIRDER SEE
z
B
ON NOTES &CONNECTOR LEGEND
FOR LOCATION
LSTA18 STRAPS ARE
REQUIREMENTS.
ATTACH EACH TRUSSCONNECTION
PLAN FOR
2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
0
�-- 2X4 #2 SYP NAILER
(2) 2x HEADER
TOENAILS EACH SIDE GIRDER BELOW
TO BEARING WALL
TO STUDS W/ 3-16d
J
IF WALL SHEATHING IS SEE LD02/SD3 FOR
OF JACKS / KINGS. # OF STUDS TO
@ EA. STUD.
STUDS ABOVE
STOPPED BELOW MORE INFO IF
W
O
ATTACH TRUSS TO
EXT. SHEATHING FROM
ROOF LINE TRUSSES ARE
FRAMING PLAN FOR
NAILER W/ (3) 10d
ALIGN 2ND FLOOR TOP OF WALL TO DBL
PARALLEL TO WALL
& CONNECTION INFO
TOE NAILS.
STUDS w/ 1ST FLOOR BOTTOM PLATE. IF
2x BASE PLATE W/ 12d
ROOF SHEATHING
M u..
LLI
ROOF AND EXTERIOR
STUDS SHEATHING IS NOT
@ 24" O.C. TO FLOOR
ATTACHED PER
SHEATHING
CONT. ADD BLOCKING
SYSTEM BELOW
NAILING SCHEDULE
W
NOT USED
ATTACHED PER
(2) 2x SPF#2 BASE @ SHEATHING SPLICE
F1
g�LLZz
NAILING SCHEDULE
PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS
PLYWOOD FLOORING
2X8 #2 SYP CONT.
W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4
SEE FLOOR FRAMING -
PLAN I
LEDGER W/ (4) 16d
TRUSS, THEN ATTACH @ TOP REQ'D
FOR MORE INFO
C LL
CV O u. g O
2ND PLY W/ (2) 10d NAILS ROOF SHEATHING
IS, \
m
Q
0
PLATES U.N.O.
FLOOR GIRDER SEE
z
B
ON NOTES &CONNECTOR LEGEND
TRUSS TO LEDGER
REQUIREMENTS.
ATTACH EACH TRUSSCONNECTION
PLAN FOR
0
SHEET FOR REQUIRED QUANTITY
(2) 2x HEADER
i.
TO BEARING WALL
1 1-0 w
J
SEE FLOOR PLAN
OF JACKS / KINGS. # OF STUDS TO
SEE FLOOR
STUDS ABOVE
USING SIMPSON H10A
W
O
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
FOR MORE INFO
FRAMING PLAN FOR
SCALE:
U.N.O. ON FRAMING
LLILL
& CONNECTION INFO
U
MORE INFO. VERIFY
M u..
LLI
SP4 TOP OF EA.
06-20-18
a
PLAN FOR LOCATION
F2 SECTION @ '? STORY BRG
W
NOT USED
F1 TYPICAL
STUD U.N.O.
F1
g�LLZz
J
Z
STA30 HEADER
SIMPSON CS18
z
TO BUILT UP STUD
C LL
CV O u. g O
2x STUDS SEE PLAN
STUDS ABOVE TO
Cjj
STUDS ABOVE ARE
STUDS BELOW
Q
� IM
TO ALIGN W/ STUDS
SIMPSON CS18
1-mWZ��
�O—
�W o�
Z
BELOW
STUDS ABOVE TO
SIMPSON CS18
_gJ0
v0=~w�
I- LU
�LL Cr-
F-
STUDS BELOW
STUDS ABOVE TO
z_
U.N.O.
wOa
F -a- � W C7 E
HEADER BELOW
i' 0
=
J V
Z�ap0WZ �U
2x SPF BASE
CLF-mZF-
H-
W
PLATE
¢
W�0-W
O
L�L OXQCLW a
=~LL
PROVIDE SOLID BLOCKING
PRE-ENGINEERED
�'`.Za
Z _
WITHIN FLOOR SYSTEM
FLOOR SYSTEM
�LOWOCU
NDER BUILT UP COLUMNS
-��a0„�F"' cn
KNEEWALL OR BEAM
0
0
Al
X LL
W-0 W 2 W W -�
w
p_0'2
N
—
z
d o
(2) 2x SPF TOP
PLATES U.N.O.
(2) 2x HE
W
D
B SEE FLOOSIMPSON CS18
>
MORSTUDS ABOVE
STUDS BELOW
2x STUDS SEE PLAN
STUDS ABOVE ARE
7STA309
o
a
TO ALIGN W/ STUDS
°°
BELOW
HEADER TO
I I I I
BUILT UP
STUD
vi
o:
2x P.T. BASE PLATE SEE
BEARING SCHEDULE FOR
A.B. INFO
_ A
m
Q
0
EXTENSION
FLOOR GIRDER SEE
z
B
ON NOTES &CONNECTOR LEGEND
TRUSS TO LEDGER
REQUIREMENTS.
ATTACH EACH TRUSSCONNECTION
PLAN FOR
0
SHEET FOR REQUIRED QUANTITY
8" CMU WALL, TYP.
STUDS TO ALIGN W/
TO BEARING WALL
1 1-0 w
J
OF JACKS / KINGS. # OF STUDS TO
SEE FLOOR
STUDS ABOVE
USING SIMPSON H10A
W
O
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
MATCH BETWEEN FLOORS.
FRAMING PLAN FOR
SCALE:
U.N.O. ON FRAMING
LLILL
& CONNECTION INFO
U
MORE INFO. VERIFY
M u..
LLI
PLANS
06-20-18
a
PLAN FOR LOCATION
F2 SECTION @ '? STORY BRG
W
NOT USED
F1 TYPICAL
CONNECTION GIRDER OR BEAM
F1
g�LLZz
J
Z
z
W W
C LL
CV O u. g O
Cjj
Q
� IM
1-mWZ��
�O—
�W o�
Z
0-jOJ
_gJ0
v0=~w�
I- LU
�LL Cr-
F-
z_
wOa
F -a- � W C7 E
i' 0
=
J V
Z�ap0WZ �U
CLF-mZF-
H-
W
i M
¢
W�0-W
O
L�L OXQCLW a
=~LL
�'`.Za
Z _
�LOWOCU
-��a0„�F"' cn
0
0
X LL
W-0 W 2 W W -�
w
p_0'2
N
—
z
2 0-
LL �y U) u. O
O
W
D
STRUCTURAL ENG: RMG
>
DRAFTING:
O
O LL L)
o
a
W
W
vi
o:
H
U °
V
♦♦^^
VJ
A d
d� d
TO O J
o
°
M $co
z
cA
z_
U
z �a
' '�`
Z
0
a
W
Q
`�-
zL
U
W J r
0 �w
Q
CO~
0
� 0 - E
°a Z
FWu�i�� 8
¢
(�
z N C1
Q
Z U HQ J V,
- - U)
_
L.. ONmlL N
-
NAILS. ATTACH NAILS SEE FOUND. PLAN FOR FTG. REQ. m -
- INTO END OF EA. @ 12" O.C. ATTACH PER NAILING l
wo W -� mo:o1a
FLOOR TRUSS, 24" SCHEDULE LAN \ STRAPS TOP & z J = D = O � w =0 --
FLOOR CS18 PER I O I— 0
O.C. MAX. (INSTALL (4) WF16/ 2x4 SYP#2 BLOCKING USS DIREC L_ - _ _ _ - - 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD F- Z Q ¢ w Y o E
NAILS AT EA. SIDE OF W/ (2) 10d TOE NAILS &MORE INFO O @ O v O o g a
WALL & WALL OPENINGS 32 o.c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL ¢ 0, w =
G.T.) - - - - - - MAX. W16" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE O 0
LOW ROOF TRUSS W/ W Q LO
(2) 2x TOP PLATE WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER W w M
SIMPSON LUS26 OR W F' U- U o
IF 2 -PLY TRUSS 16 TALL RAISED HEEL _ Z
BOTTOM CHORD SEE HEADER SUPPORT SCHEDULE
SIMPSON LUS26-2
SEE PLAN FOR
BEARING WALL
EXTENSION
FLOOR GIRDER SEE
z
B
ON NOTES &CONNECTOR LEGEND
TRUSS TO LEDGER
REQUIREMENTS.
ATTACH EACH TRUSSCONNECTION
PLAN FOR
U
SHEET FOR REQUIRED QUANTITY
8" CMU WALL, TYP.
STUDS TO ALIGN W/
TO BEARING WALL
1 1-0 w
J
OF JACKS / KINGS. # OF STUDS TO
SEE FLOOR
STUDS ABOVE
USING SIMPSON H10A
m
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
MATCH BETWEEN FLOORS.
FRAMING PLAN FOR
SCALE:
U.N.O. ON FRAMING
LLILL
& CONNECTION INFO
U
MORE INFO. VERIFY
F-
z
PLANS
06-20-18
a
PLAN FOR LOCATION
F2 SECTION @ '? STORY BRG
W
NOT USED
F1 TYPICAL
CONNECTION GIRDER OR BEAM
F1
2 STORY INTERIOR BEARING WALL
m ti
z
¢ Z N
Ix 0 M
Q I—
Q LL
AND DIRECTION
@
z
>
MB
U
QC CHECK:
cc
3/4"=V-0"
1 1-0 w
J
JOB No.
DWH-0205485
m
SCALE:
AS INDICATED
LLILL
0
U
F-
z
DATE:
06-20-18
a
W
NOT USED
O
J
Z
z
W W
Cjj
Q
� IM
0
0-jOJ
_gJ0
z_
i' 0
=
J V
_
Z V
i M
¢
W�0-W
O
�'`.Za
�LOWOCU
0
0
w
p_0'2
N
—
z
O
W
D
STRUCTURAL ENG: RMG
DRAFTING:
W
-STRUCT:
MB
U
QC CHECK:
cc
JOB No.
DWH-0205485
m
SCALE:
AS INDICATED
Q
F-
z
DATE:
06-20-18
W
NOT USED
W
D
SD5
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.
T
HEIGHT OF STAIRS
AT LANDING
STANDARD (3) 2X12
JOISTS
(#2 SYP)
MAX.UNSUPPORTED
WIDTH OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
7'-0"
12'-0" OR LESS
(3) 2x12
2x8
9'-0"
SYP #2 STRINGERS W/
t_
O / C)
`
MANUFACTURER'S
WRITTEN
_12
MIN. (3) 2x SYP #2 STUDS
SIMPSON A34 CLIP TO
0
RESIDENTIAL.
2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING
KNEEWALL
FOR VERTICAL
i Q
REQ'D @ END OF LANDING
FLOOR SYSTEM/
a
SPECIFICATIONS
FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3)
HEADER W/ MIN. (6) 12d
LANDING FRAMING
PLYWOOD FLOORING
C
- c
\
TYP FOR EACH STAIR
ROWS 10d NAILS AT 8" O.C.
NAILS FROM (2)2x12 SYP#2
RUN
TO ALLOW VERTICAL
HEADER TO BUILT UP
3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO
2x L -BRACE W/ 12d
2x6 VERTICAL AND
TO SLIDE DOWN TO
STUD COLUMN
LINE UP 2xJOIST IN
CONSTRUCTION.
NAILS 4" O.C.
@
L -BRACE @ 6'-0" OC &
LINE WITH MIDDLE
FACE OF TRUSS
MIN. (3) 2x SYP #2 STUDS
STANDARD (3) 2X12
2x12 STRINGER TO BE
6" MIN.
REQ'D @ END OF LANDING
..
SYP #2 STRINGERS W/
L
UTILIZED AS BLOCKING
HEADER W1 MIN. (6) 12d
5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6)12d TOENAILS (BLOCK SOLID
SIMPSON A34 CLIP TO
@ ANY OPENING
0
2x4 CONT. TOP PLATE
2x12 SYP #2 STRINGERS
NAILS FROM (2)2x12 SYP#2
UNDER BEAMS LESS THAN 2x12)
.6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS
FLOOR SYSTEM/
SEE PLAN FOR
-
ATTACH 2x6 VERTICAL
(ATTACH TOP PLATE
HEADER TO BUILT UP
4'-0" MAX.
PLYWOOD OSB
LANDING FRAMING
MASONRY WALL OR
STUD COLUMN
I
ONE MID -SPAN
@
OVER
SHEATHING OVER
SH
TYP FOR EACH STAIR
WOOD WALL
A 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER
LANDING ATTACHED
DOUBLE TRUSS PARALLEL TO FLOOR
RUN
TOE NAILS
A34 @ EA. STRINGER
PER THE FLOOR
MIN. 2x8 SYP#2 JOISTS @
IF 2X HEADER DOES
SECTION X -X
FRAMING NOTES
EQUALLY
LANDING @ 16"O.C. W/ -
TO LANDING
NOT BEAR ON 2X BUILT
SIMPSON A35 OR LUS26
=
-
o
SPACED/CENTERED IN
UP COLUMN SEE
2x4 #2 SPF STUDS @ -
MIN. 2 2x12 SYP#2 HEADER
O
- HANGER ON EACH SIDE
cn
OPTIONAL HANGER
2x4 CONT. TOP PLATE
MID SPAN BLOCKING
PER HEADER
MID SPAN BLOCKINGU.
2x ATTACHED TO
CONNECTION BELOW
TO MATCH JOIST
REQUIREMENT AT LANDING
TO MATCH JOIST
FACE OF TRUSS
STUD TO BE
STRINGER
I I I
III
DEPTH W/ (3) 10d
SCHEDULE @ END OF
DEPTH W/ (3) 10d
STUDS W/ (2) 16d TOE
NAILS
32"
TOENAILS EACH END
ATTACHED TO TRUSS u
BELOW (OTHERWISE F
F-7Nit
LANDING FOR STRINGERS
TO CONNECT TO. HEADER B
TOENAILS EACH END
B
MIN. 2x8 SYP#2 LEDGER
IF M
(3) 16d
MIN. 2X8 SYP #2 JOISTS
K
u
I
(P.T.
10" MIN.
@ LANDING @ 16" O.C.
NAILS @ 16" O.C. MAX. TO EACH
TO BEAR DIRECTLY ON
ATTACHING TO MASONRY
OILSEE ARCH PLAN
W/ SIMPSON A35 OR
ATTACH W/ (2) 12d �
2x12 SYP #2 STRINGERS
I I I I
c
BUILT UP COLUMN BELOW
WALL) CONT. LEDGER w/ (3)
16d
LUS26 HANGER ON
-
SEE PLAN FOR
OR OPTIONAL ATTACHMENT
ONE ON EACH SIDE AND
NAILS @ 16" O.C. MAX. TO EACH
I I I I
III (
STRINGERS TO
EACH SIDE TYP.
@ 16" O.C. AND 4" FROM ENDS
MASONRY WALL OR
MIN. SPF #2 2X SLEEPER 16 O.C. MAX.
@ "
PER B -B
(
STUD. ((2) 1/4"x3-1/4" TAPCONS
X
i
o
WOOD WALL
FRAMED OVER LANDING IF STEP REQUIRED MID
I I I I
I`
@ 16" O.C. AND 4" FROM ENDS
MAX. FOR MASONRY WALL}
°A
LANDING. TOENAIL 2X SLEEPER TO SOLID
4'-0" MAX.
MAX. FOR MASONRY WALL)
2x4 SILL PLATE W/ (2) H
CONTINUOUS FULL
w
BLOCKING BELOW W/ 12d NAILS @ 8" O.C. C
TOENAILS BOTTOM
I
LENGTH MIN. (3) 2X12
(
16d TOE NAIL EA.
A -A PLAN VIEW
90 DEGREE TURN LANDING
BUILT UP COLUMN
STAIR
WINDER DETAIL -
SYP HEADER
OF LANDING FOR
C
z;
3/4" PLYWOOD OR OSB SHEATHING OVER
ACCOMMODATE 2x
I
CONT. BRACE & 10d C
A35 CONNECTION
/ III
1
LANDING ATTACHED PER THE FLOOR FRAMING u
MIN. (3) 2x SYP #2 STUDS
3/4" PLYWOOD OR OSB
I
2x4 SILL PLATE W/ (2)
STRINGERS TO
CONNECT TO. BEAM
g
NOTES E
REQ'D @ END OF LANDING
ATTACHMENT PER B -B
SHEATHING OVER
WALL SEE PLAN FOR
TO BEAR ONTO BUILT
F
L.
O z
O
MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. C
HEADER W/ MIN. (6) 12d
LANDING ATTACHED
FLOOR SHEATHING u
3/4" PLYWOOD OR OSB
SHEATHING OVER
UP COLUMNS BELOW.
MORE INFO
_
—
FRAMED OVER LANDING IF STEP REQUIRED MID c
NAILS FROM (2)2x12 SYP#2
4'-0" MAX. f
`
PER THE FLOOR
NAIL PLIES FROM ONE
2x8 P.T. SYP #2 (MIN.) LET -IN,
o o
I
LANDING. TOENAIL 2X SLEEPER TO SOLID
HEADER TO BUILT UP
FRAMING NOTES
LANDING ATTACHED
FACE W/ (3) ROWS 10d
Q
ATTACH 2x4 TO TRUSS u
BLOCKING BELOW W/ 12d NAILS @ 8" O.C. o
STUD COLUMN
MIN. (3) 2x4 SYP #2
PER THE FLOOR
NAILS O.C.
W/ (2) Ya''x3" SDS C
(6) 1/4"x3-1/4" EVENLY
COLUMN
MIN. 2x8 SYP#2 JOISTS
FRAMING NOTES
@ 8" & 4"
FACE OF TRUSS
�
MIN. 2X8 SYP #2 JOISTS @ LANDING C
OPTIONAL (2)2x12 SYP#2
SCREWS EQUALLY a
SPACED TAPCONS & MIN.
FROM ENDS
o W
@ 16" O.C. W/ SIMPSON A35 OR c
ATTACHMENT TO
-CMU/LEDGER IN LIEU OF
---
SPACED &CENTERED o
BEAM @ END OF
2x P.T. BOTTOM PLATE
� O
a, w
o
LUS26 HANGER ON EACH SIDE TYP. L
BUILT UP COLUMN
MID SPAN BLOCKING
2x6 VERTICAL AND
16" O.C.
MAX
LANDING PER
~
LUS26 HANGER ON
EACH SIDE
WOOD:
I
TO TRUSS W/ (3) %a' x 3"
SCHEDULE
STANDARD (3) 2X12
�'
z
r
MID SPAN BLOCKING TO MATCH
HU210-2/HUC210-2 W/
TO MATCH JOIST
SDS WOOD SCREWS
OPTIONAL (2)2x12 SYP#2
SYP #2 STRINGERS W/
p
O
JOIST DEPTH W/ (3) 10d TOENAILS <
(18)16d NAILS TO
I
DEPTH W/ (3) 10d
EQUALLY
ATTACHMENT TO CMU/LEDGER
SIMPSON A34 CLIP TO
v
EACH END
LEDGER/SUPPORT AND
TOENAILS EACH END
SPACED/CENTERED IN
TRUSS SEE PLAN
IN LIEU OF BUILT UP COLUMN
FLOOR SYSTEM/
F
(10)10d NAILS TO (2)2x12
�
F
WOOD:
LANDING FRAMING
I
u
SYP#2 HEADER
FACE OFTRUSs
g
FASTEN EACH 2X12
STAIR FRAMING INFO SCALE: 3/4"=1'-0"
HU210-2/HUC210-2 W/ (18)16d
TYP FOR EACH STAIR
FLOOR TRUSSES SCALE: 3/4"=1'-0" SINGLE TRUSS PARALLEL TO FLOOR
-
MASONRY:
o
NAILS TO LEDGER/SUPPORT
RUN
LINE UP 2xJOIST IN
N.T.S.
c
HU210-2/HUC210-2 W/
9
STRINGER TO DBL. 2X
AND (10)10d NAILS TO (2)2x12
LINE WITH MIDDLE
C -C CROSS
"
SECTION @ "
(18) 1/4"x3-1/4" TAPCONS
HEADER W/(3) 12d NAILS,
SYP#2 HEADER
2x12 STRINGER TO BE
C
TO CMU AND (10) 10d
ALONG WITH A34's
MASONRY:
UTILIZED AS BLOCKING
LANDING STEP C
NAILS TO (2)2x12 SYP#2
SEE PLAN FOR
MIN. (3) 2x SYP #2 STUDS
HU210-2/HUC210-2 W/ (18)
HEADER
MASONRY WALL OR
REQ'D @ END OF LANDING
1/4"x3-1/4" TAPCONS TO CMU
B
B
STANDARD (3) 2X12
WOOD WALL
HEADER W/ MIN. (6) 12d
AND (10) 10d NAILS TO (2)2x12
SYP #2 STRINGERS W/
B
B
NAILS FROM (2)2x12 SYP#2
HEADER TO BUILT UP
SYP#2 HEADER
MIN. (3) 2x SYP #2 STUDS
c
SIMPSON A34 CLIP TO
REQ'D @ END OF LANDING
j
FLOOR SYSTEM &
STUD COLUMN
HEADER W/ MIN. (6) 12d
LANDING FRAMING
B -B CROSS SECTION
NAILS (2)2xl2 YP#2
HEADER TOO BUILT UPM
OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO
o
MIN. (2) 2x12 SYP#2 HEADE
MIN. 2x8 SYP#2 LEDGER (P.T. IF
STUD COLUMN
CMU/LEDGER 1N LIEU OF BUILT UP COLUMN
MIN. 2x8 SYP#2 LEDGER (P.T. IF
PER HEADER REQUIREMENT
ATTACHING TO MASONRY
WOOD:
ATTACHING TO MASONRY
F,
AT LANDING SCHEDULE @END
MIN. 2x SYP#2 JOISTS
8 J S
WALL) CONT. LEDGER w/ (3) 16d
STRINGERS TO BE NOTCHED
- 1 - AIL L
HU210 3/HUC2 0 3 W/ (18)16d NAILS TO EDGER/SUPPORT AND
WALL) CONT. LEDGER w/ (3) 16d
OF LANDING FOR STRINGERS
@ LANDING @ 16"O.C.
NAILS @ 16" O.C. MAX. TO EACH
AT LANDING OR PROVIDE 2x4
(10)10d NAILS TO (3)2x12 SYP#2 HEADER
NAILS @ 16" O.C. MAX. TO EACH
o
TO CONNECT TO. HEADER TO
W/ SIMPSON A35 OR
STUD. ((2) 1/4"x3-1/4" TAPCONS
SYP #2 LET -IN CLEAT AND
MASONRY:
STUD. ((2) 1/4"x3-1/4" TAPCONS
BEAR DIRECTLY ON BUILT UP
LUS26 HANGER ON
@ 16" O.C. AND 4" FROM ENDS
ATTACH TO JOISTS BELOW
HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND
@ 16" O.C. AND 4" FROM ENDS
u
COLUMN BELOW OR OPTIONAL
EACH SIDE
MAX. FOR MASONRY WALL)
W/(2) -12d NAILS @ 12" O.C.
(10)-10d NAILS TO (3)2x12 SYP#2 HEADER
MAX. FOR MASONRY WALL)
ATTACHMENT PERE-B
A -A PLAN VIEW
@ 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED) -
E
FRAMINGINGERTOLONDWG
FRAMING W/(3) -12d TOENAILS
A -A PLAN VIEW @ 180 DEGREE TURN LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND A34 @ EA. STRINGER
BOTTOM CHORD TO LANDING
HEADER REQUIREMENT AT LANDING
HEIGHT OF STAIRS
AT LANDING
BEAM
(#2 SYP)
JOISTS
(#2 SYP)
MAX.UNSUPPORTED
WIDTH OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
7'-0"
12'-0" OR LESS
(3) 2x12
2x8
9'-0"
0
L
C
3/"
22`
SEE ARCH PLAN ' I 2x4 CONT. TOP PLATE F
MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO
STUDS W/ (2) 16d TOE
2x4 #2 SPF STUDS X X NAILS
SEE DESIGN PLAN FOR
@ 24" O.C. 2x4 SILL PLATE W/ (2)
FLOOR SYSTEM PER GENERAL STAIR NOTES: 2x6 VERTICAL @ 6'-0" I 2x4 #2 SPF STUDS @
MAX. RISE OF STEPS I 10d NAILS @ 4" O.C. I
FRAMING PLAN TYP. t O.C. MIN. AND @ANY 24" O.C. W/ (2) 12d
AND MIN. TREAD 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM OPENING W/IN (NOTCHED @ 2x6 I
IF I -JOIST, INSTALL TOENAILS BOTTOM
DEPTH VERTICAL LOCATIONS)
WEB FILLER PER
1
�`
Z
' O
CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC
HANDRAIL
00
o
Z
NOTCH SILL PLATE
Z�.
. w cc t - _
UJ * 0° O S Z
� -
t_
O / C)
`
MANUFACTURER'S
WRITTEN
_12
E
tttt111
0
RESIDENTIAL.
2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING
KNEEWALL
FOR VERTICAL
i Q
NOTCH SILL AND
a
SPECIFICATIONS
FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3)
PLYWOOD FLOORING
C
- c
\
ROWS 10d NAILS AT 8" O.C.
TO ALLOW VERTICAL
3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO
2x L -BRACE W/ 12d
2x6 VERTICAL AND
TO SLIDE DOWN TO
CONSTRUCTION.
NAILS 4" O.C.
@
L -BRACE @ 6'-0" OC &
FACE OF TRUSS
L
4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
..
L
5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6)12d TOENAILS (BLOCK SOLID
@ ANY OPENING
0
2x4 CONT. TOP PLATE
2x12 SYP #2 STRINGERS
UNDER BEAMS LESS THAN 2x12)
.6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS
-
ATTACH 2x6 VERTICAL
(ATTACH TOP PLATE
ONE ON EACH SIDE AND
SCREWS WITHOUT ADDITIONAL REVIEW
TO TRUSS W/ (3) Ya" x 3" 3 /2°
TO STUDS W/ (2) 16d
ONE MID -SPAN
@
A
A 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER
DOUBLE TRUSS PARALLEL TO FLOOR
SDS WOOD SCREWS
TOE NAILS
A34 @ EA. STRINGER
-
- USING (3)-12d NAILS, ALONG WITH A34's
SECTION X -X
N.T.S.
EQUALLY
TO LANDING
SPACED/CENTERED IN
2x4 #2 SPF STUDS @ -
2x4 CONT. TOP PLATE
TRUSS TO OUTSIDE
24" O.C. EVERY OTHER
2x ATTACHED TO
MIN. 2 2x12 SYP#2
O
MIN. 2x8 SYP#2 LEDGER (P.T. IF
ATTACH TOP PLATE TO
FACE OF TRUSS
STUD TO BE
STRINGER
I I I
III
HEADER PER HEADER
ATTACHING TO MASONRY
WALL) CONT. LEDGER w/
STUDS W/ (2) 16d TOE
NAILS
32"
ATTACHED TO TRUSS u
BELOW (OTHERWISE F
REQUIREMENT AT
(3) 16d
I
LANDING SCHEDULE @
NAILS @ 16" O.C. MAX. TO EACH
OILSEE ARCH PLAN
ATTACH W/ (2) 12d �
2x12 SYP #2 STRINGERS
I I I I
END OF LANDING FOR -
STUD. ((2) 1/4"x3-1/4" TAPCONS
MAX. 4'-0" ABOVE FLOOR
TOENAILS @ BOTTOM) <
ONE ON EACH SIDE AND
I I I I
III (
STRINGERS TO
@ 16" O.C. AND 4" FROM ENDS
2x4 #2 SPF STUDS @ X
X
i
cFi
ONE @ MID -SPAN
I I I I
CONNECT TO. HEADER
MAX. FOR MASONRY WALL}
24" O.C. W/ (2) 12d
NOTCH FLOOR
2x4 SILL PLATE W/ (2) H
TO BEAR DIRECTLY ON
TOENAILS BOTTOM
I
SHEATHING TO
(
16d TOE NAIL EA.
I I
BUILT UP COLUMN
ACCOMMODATE 2x
I
CONT. BRACE & 10d C
A35 CONNECTION
/ III
BELOW OR OPTIONAL
WOOD OR MASONRY
I
2x4 SILL PLATE W/ (2)
NAILS @ 4" O.C. TO
ATTACHMENT PER B -B
WALL SEE PLAN FOR
NOTCH SILL AND
I
��
10d NAILS @ 4 O.C.
�___
FLOOR SHEATHING u
MORE INFO
PLYWOOD FLOORING
(NOTCHED @ 2x6
2x8 P.T. SYP #2 (MIN.) LET -IN,
I
TO ALLOW VERTICAL
VERTICAL LOCATIONS).
ATTACH 2x4 TO TRUSS u
FASTEN TO SLAB USING MIN.
MIN. (3) 2x4 SYP #2
TO SLIDE DOWN TO
W/ (2) Ya''x3" SDS C
(6) 1/4"x3-1/4" EVENLY
COLUMN
MIN. 2x8 SYP#2 JOISTS
FACE OF TRUSS
SCREWS EQUALLY a
SPACED TAPCONS & MIN.
@ LANDING @ 16"O.C.
---
SPACED &CENTERED o
END DISTANCE OF 1-1/2"
2x P.T. BOTTOM PLATE
W/ SIMPSON A35 OR
ATTACH 2x6 VERTICAL
2x6 VERTICAL AND
IN TRUSS E
LUS26 HANGER ON
EACH SIDE
TO TRUSS W/ (3) %a' x 3"
L -BRACE @ 6'-0' O.C. &
c
r
SDS WOOD SCREWS
@ANY OPENING
p
HEIGHT OF LANDING
EQUALLY
u
PER FLOOR PLAN
SPACED/CENTERED IN
TRUSS SEE PLAN
TRUSS TO OUTSIDE
F
ST01 GENERAL
LANDING &
I
ST03 SECTION HANDRAIL W/
FACE OFTRUSs
STAIR FRAMING INFO SCALE: 3/4"=1'-0"
L
FLOOR TRUSSES SCALE: 3/4"=1'-0" SINGLE TRUSS PARALLEL TO FLOOR
PERPENDICULAR TO FLOOR
a
N.T.S.
0
F
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.
w
-s
o-
�`
Z
' O
6:Uj
O Oi J;�
00
o
Z
22
22
N
Z�.
. w cc t - _
UJ * 0° O S Z
� -
t_
O / C)
fid, �'••......•••• ; Z
_12
E
tttt111
0
U
0
A N
GQ 0
N o �
LL. U z °�
Q z' -�
Q 00
♦�^^ U z
VJ J
0
W W Z V
W Z VO
W C) P UO)
(j)8
W o
rW1•�, Z Q Qw Y O
V ZE
O �O�ga
J Z OVo
Im
ZN
O J
I.- LL
Q
J
W 0 0
Co Q �}
2 Lu m ~
OJ0�
=�_5
W V 1- V
LU
ti a a '
.Za
pW�t�
IQOW
.0 2 0� N
11
RUCTURAL ENG: RMG
;AFTING:
STRUCT: MB
CHECK: CC
B No. DWH-0205485
.ALE: AS INDICATED
kTE: 06-20-18
Z
' O
CL
U1
i Q
U
0
A N
GQ 0
N o �
LL. U z °�
Q z' -�
Q 00
♦�^^ U z
VJ J
0
W W Z V
W Z VO
W C) P UO)
(j)8
W o
rW1•�, Z Q Qw Y O
V ZE
O �O�ga
J Z OVo
Im
ZN
O J
I.- LL
Q
J
W 0 0
Co Q �}
2 Lu m ~
OJ0�
=�_5
W V 1- V
LU
ti a a '
.Za
pW�t�
IQOW
.0 2 0� N
11
RUCTURAL ENG: RMG
;AFTING:
STRUCT: MB
CHECK: CC
B No. DWH-0205485
.ALE: AS INDICATED
kTE: 06-20-18