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WIND PRESSURE/SUCTION DIAGRAM

WIND DESIGN LOAD INFORMATION

EFFECTIVEWIND

AREA (SQ FT)

AREA

10

20

50

100

4

(-) (-)

(+) (-) (-)

(+)

(-) (+)

(+)

(-) (+)

(-)

(-) (+)

(+)

(+)

WIND PRESSURE & SUCTION(PSF)(+) VALUE DENOTES PRESSURE(-) VALUE DENOTES SUCTION

5

GARAGE DOORS 16'-0" x 7'-0"9'-0" x 7'-0"

STANDARD DESIGN PRESSURE NOTES

1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS ANDCLADDING WIND PRESSURES AND SUCTIONS PER FLORIDABUILDING CODE 5th EDITION (2014).

2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOMEIS 15FT, 2 STORY HOME IS 30FT

3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GETULTIMATE WIND PRESSURES.

4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIORBUILDING CORNERS.

5. INDICATED PRESSURES CAN BE INTERPOLATED FOROTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATEDWITH THE LOWER EFFECTIVE AREAS.

6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS140 MPH OR GREATER IS CONSIDERED TO BE IN THEWIND-BOURNE DEBRIS AREA. OPENING PROTECTIONREQUIRED. REFER TO SECTION R301.2.1.2 OF THERESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTSOF THE USE OF WOOD STRUCTURAL PANELS. REFER TOTABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS

WIND SPEED (ULTIMATE)

WIND SPEED (ALLOWABLE)

WIND EXPOSURERISK CATEGORY

ENCLOSURE CLASSIFICATIONINTERNAL PRESSURE COEFFICIENT

II

ENCLOSED+/- 0.18

DESIGN PRESSURES

a

55

54 4 a

5

a

BUILDING TYPE V B

WIND SPEED IS BASEDON LINEAR INTERPOLATION FOR THIS SITE.

28.332.129.7

140 mph108 mph

C

29.1

25.227.7 30.8

33.5

39.6

37.0

25.2

28.3

26.6

29.7

30.826.6

(+) 21.4(-) 23.8

(+) 22.3(-) 27.7

SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OFMAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUMBEARING CAPACITY 2000 PSF

GENERAL NOTES

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.

2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TOASTM A-615 GRADE 40.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-l85 FOR 6x6xW1.4xW1.4WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHINTHE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.

4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.

5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDINGBEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND

AT EACH END SHALL BE PROVIDED.6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE

CENTER TO UPPER 1/3 OF THE SLAB.

1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)2. STEEL BOLTS LESS THAN ONE-HALF-INCH (12.7 mm) IN DIAMETER USED AS

FASTENERS FOR PRESSURE PRESERVATIVE-TREATED WOOD SHALL BE OFHOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZEOR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.

3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BEOF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS INACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.

1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000PSI (f'm = 1900 PSI)

2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C2703. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE

SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS

FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BEPLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.

6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCKWALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THEFOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBARPOSITIONERS IN MIDDLE OF WALL

7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND

COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED

ANCHORS OR EPOXY FASTENED STUDS SHALL BE USED.10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL

LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTOCELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.

12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURINGCONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NOCONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.

14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETECONSOLIDATION.

1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)

2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),SHALL BE SPRUCE- PINE-FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USEDREGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END-JOINTEDLUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.

3. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOODSHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.

4. THE PORTIONS OF GLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURALSUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHERAND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEPRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLYDURABLE OR PRESERVATIVE-TREATED WOOD.

5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURECONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARETHE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILEDBY OTHERS.

6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THECENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALLHOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSONHSS2 STUD SHOES, TYP U.N.O.

7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVETO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOODTREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED ORSTAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.

8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRYIS TO BE PRESSURE TREATED.

9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE ORMASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUTWOODEN TOP PLATES.

10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS

THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THEPREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWSESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE ANDCONSUMER SERVICES.

60

60

40"

30

30

IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIALAND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPESOF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.

1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE AMINIMUM G50 ZINC COATING

2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE(NON-DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.

3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THEPRESERVATIVE WOOD TREATER.

4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPESOF PRESSURE TREATED WOOD.

1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT

CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS AREONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERALFORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLSAND STRUCTURAL PLANS FOR MORE INFO.

2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TODETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BECALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BYTRUSS ENGINEER OF RECORD3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THELATEST EDITION OF ANSI TPI 1.4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSSMANUFACTURER UNLESS NOTED ON PLANS5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF

TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BYTRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.

TRUSS DESIGN LOADS :TOP CHORD: Lr = 16 PSF

DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD)BOTTOM CHORD: DL = 5 PSFMINIMUM FLOOR DESIGN LIVE LOADS:

A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)C) DECKS = 40 PSF D) STAIRS = 40 PSFE) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.

MINIMUM FLOOR DESIGN DEAD LOADS:A) FLOORS = 15 PSF B)BALCONIES = 15 PSF

GENERAL LOADING:ATTIC WITHOUT STORAGE = 10 PSFATTIC WITH LIMITED STORAGE = 20 PSFGUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSFGUARDRAILS IN-FILL COMPONENTS = 50 PSFGENERAL TRUSS BRACING & BLOCKING REQUIREMENTS

-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA

RECOMMENDATIONS FOR MIN. 7/16” OSB SHEATHING-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE

TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN ISLESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12” O.C. MAX & 4” FROMEA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)12d TOENAILS EACH END.

-TRUSS “X” BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSSMEMBER w/ (3) 12d NAILS. SPACE “X” BRACING ALONG TRUSS SPAN @ 10'-0” MAX ANDEQUALLY SPACED FROM END OF TRUSS. “X” BRACING TO START 20'-0” MAX FROM #1 HIPGIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.

-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACINGPERPENDICULAR TO TRUSS SPAN AT 15'-0” O.C. MAX W/IN TRUSS SPAN OR PER TRUSSDESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEASTONE TRUSS SPACE (24”) PLUS 6” MIN PAST BOTTOM CHORD.

-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBSAS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. (“T” BRACING MAY BE USED I.L.O.PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENTTABLE WITHIN BCSI-B3).

-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12dTOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS ANDINDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12” TALL: 2x4 SYP #2BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THENBOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARINGPOINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALLBRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.

1.DRILL A 3/4" Ø HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BARINTO EPOXY FILLED HOLE. EPOXY TO BE SIMPSON STRONG TIE EPOXY OR EQ. FOLLOWMANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVEDFROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPOXY. ALLOW EPOXY TO CURE TOMANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDINGBEND).

2.MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALLMANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.

3.2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BEUSED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)

4.WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON-LOAD BEARING WALLS

5.-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPOXY w/ SIMPSON SET EPOXY WITHMIN. 7" EMBEDMENT.-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS

6.-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ONEA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.

**EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPOXIED INTO TIE BEAM/FTG-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5VERT. REINF. IN EA. CELL, CONT. PER PLAN.

7. -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.CELLS PER PLAN.

-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSESIN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.

E

1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBESTEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.

2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTSSHALL BE AT "SNUG-TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALLCONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BEPROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDEDCONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE3

16" UNO.3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,

SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,FASTENERS, LOAD, AND TOLERANCES.

4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BYARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY-ON FIRE PROTECTION.

5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARDINSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).SUBMIT REPORTS TO ARCHITECT AND ENGINEER.

1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O.2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN

LIVING SPACE IS ABOVE THE GARAGE.

1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRSURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH(12.7MM) GYPSUM BOARD.

ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS:COLUMNS BEAMS

WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAINCONDITION U.N.O.

E = 1,700,000 lb/in ² U.N.O. E = 2,000,000 lb/in ² U.N.O.

Fb = 2650

Ft = 1650

Fc ||= 3000

Fc _ = 450

Fv = 285

Fb = 3000

Ft = 1700

Fc ||= 3000

Fc _ = 900

Fv = 285

| |

STUDE = 1,500,000 lb/in ² U.N.O.

Fb = 2200

Ft = 1500

Fc ||= 2100

Fc _ = 450

Fv = 150

|

CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THECONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS AREERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVEDFRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS'SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS ANDFRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.

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INDEX OF DRAWINGS

SHEET SHEET TITLE

MASTER UPDATES

NUMBER DATE DESCRIPTION INTIALS

1 8/17/2017CREATED ELEV 'A', 'B', & 'C' W/ OPTIONAL SITTING @ MASTER &OPTIONAL MASTER BATH

DP

SC STRUCTURAL NOTES

S1ABC FOUNDATION PLAN

S5A

S6 NOTES & CONNECTOR LEGEND

S4ABC LINTEL PLAN

S3 FOUNDATION DETAILS

FIRST FLOOR FRAMING PLAN

S2ABC DOWEL PLACEMENT PLAN

S7ABC ROOF FRAMING PLAN

S3.1 FOUNDATION DETAILS

SD1 GENERAL DETAILS

SD2 GENERAL DETAILS

SD3 GENERAL DETAILS

SD4 GENERAL DETAILS

SD5 2-STORY DETAILS

SD6 2-STORY DETAILS

ST1 GENERAL STAIR DETAILS

S8

S5B FIRST FLOOR FRAMING PLAN

S5C FIRST FLOOR FRAMING PLAN

MODEL SPECIFIC DETAILS

14.

CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED METHOD.

EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.

CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR SILLS.

VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP SPLICES SHALL BE NO LESS THAN 30".

PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESHPLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL(FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OREXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION.

PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BELAPPED MIN. 6" AND SEALED.

6.

5.

4.

3.

1.

2.

MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY & COUNTY CODES.

7.

FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.

8.

NO WOOD STAKES PERMITTED IN FOUNDATION.9.

PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP LOCATIONS IF REQUIRED

10.

SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP DOWN AND CORNER INFORMATION.

11.

ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION

12.

ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY ASDETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ).THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF.

13.

PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING DEPTH OF STEMWALL.

14.

FOUNDATION NOTES:

FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.

MIN (2) # 5 E.W.

12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.

MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5 PARALLEL TO 12"

SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.

MIN (3) # 5 E.W.


MIN (4) # 5 E.W.


MIN (4) # 5 E.W.


MIN (5) # 5 E.W.


MIN (5) # 5 E.W.


MIN (6) # 5 E.W.


MIN (6) # 5 E.W.


MIN (7) # 5 E.W.


MIN (7) # 5 E.W.


MIN (8) # 5 E.W.


MIN (7) # 5 E.W.

54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.

MIN (8) # 5 E.W.


MIN (9) # 5 E.W.


MIN (9) # 5 E.W.


MIN (10) # 5 E.W.

1

1A

2

2.3

2.5

2.6

3

3.5

3.5A

4

4A

4B

4.3

4.5

4.5A

5

5.5

MF04

S3

2'-6

"

MF03

S3

MF07

S3

SF03S3.1

(-)0

'-3 1

/2"

7'-6

"

5'-8"

3.5

MF05

S3

4"

6'-0 1/2"

11 1/2"

(-)0'-4" 1/8

" / F

T.

PIT

CH

27'-8"

8" 13'-10" 13'-2"

7'-4

"8"

8'-0

"6

1'-4

"

22'

-2 1

/2"

2 2

MF08

S3

MF08S3

MF08S3

22'

-0"

MF01

S3

SF01

S3.1

69'

-4"

7'-0

"

3.5

4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.

0'-0" FIN. FLR.

(-)0'-4"

1/8

" / F

T.

PIT

CH

CONC.PAD W/OPT DR.

A/CPAD

1/8

" / F

T.

PIT

CH (-)0'-4"

40'-0"

12'-4"

2'-0"

16'-0" 2'-0" 8'-0"

9'-0" 1'-0"

30'-0" 10'-0"

40'-0"

1'-0

"5

'-0"

6'-0

"5

9'-8

"

69'

-4"

3'-8

"

9'-8

"10'-0" (2-STORY FTG)

MF11S3

MF13S3

SF04S3

MF13S3

SF04S3

MD01

SD1

MD01

SD1MD01

SD1

2.6

MF03

S3

21'

-0"

18'

-4"

2'-8

"

2'-8"19'-8"

3'-4

"1

2'-4

"2

'-6 1

/2"

22'

-1 1

/2"

11'-6"6'-4"3'-8"18'-6"

MF03

S3

MF03

S3MF02

S3

SF02S3.1

MF02

S3

SF02

S3.1

MF08

S3

MF08

S3

MF06

S3

MF06

S3

10'

-6 1

/2"

MF01

S3

SF01S3.1

MF01S3

SF01S3.1

MF11S3

MF01S3

SF01S3.1

MF01S3

SF01

S3.1

SF01S3.1

MF01

S3

MF01S3

SF01

S3.1

2.3

2.5

7'-0"

29'

-8"

(2-S

TO

RY

FT

G)

30'

-0"

22'

-0"

17'

-4"

(2-S

TO

RY

FT

G)

MF06

S3

2

1 3'-8 1/2" 17'-9 1/2"

3'-6

"

11'

-4"

4'-8

"3

'-0"

2'-0"

2'-4

"

7'-0

"2

'-8"

2.3

2.3

2.3

3

3.5MD10

7'-0

"

2.5

3

1'-0"1'-0"

29'

-0"

SYMBOLS LEGEND

INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG. TO TIE BEAM.

INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.)

INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.

INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60 #5 CONT. FT.G TO TIE BEAM.

6'-0"

FO

UN

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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NO

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CERTIFICATIO

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IB

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1/4"=1'-0"

14.







6.

5.

4.

3.

1.

2.


7.


8.



10.


11.


12.


13.


14.

FOUNDATION NOTES:


MIN (2) # 5 E.W.




MIN (3) # 5 E.W.


MIN (4) # 5 E.W.


MIN (4) # 5 E.W.


MIN (5) # 5 E.W.


MIN (5) # 5 E.W.


MIN (6) # 5 E.W.


MIN (6) # 5 E.W.


MIN (7) # 5 E.W.


MIN (7) # 5 E.W.


MIN (8) # 5 E.W.


MIN (7) # 5 E.W.


MIN (8) # 5 E.W.


MIN (9) # 5 E.W.


MIN (9) # 5 E.W.


MIN (10) # 5 E.W.

1

1A

2

2.3

2.5

2.6

3

3.5

3.5A

4

4A

4B

4.3

4.5

4.5A

5

5.5

MF04

S3

2'-6

"

MF03

S3

MF07

S3

SF03S3.1

(-)0

'-3 1

/2"

7'-6

"

5'-8"

3.5

MF05

S3

4"

6'-0 1/2"

11 1/2"


0'-0" FIN. FLR.

(-)0'-4"

1/8

" / F

T.

PIT

CH

CONC.PAD W/OPT DR.

A/CPAD

1/8

" / F

T.

PIT

CH (-)0'-4"

40'-0"

12'-4"

2'-0"

16'-0" 2'-0" 8'-0"

9'-0" 1'-0"

30'-0" 10'-0"

40'-0"

1'-0

"5

'-0"

6'-0

"5

9'-8

"

69'

-4"

3'-8

"

9'-8

"10'-0" (2-STORY FTG)

MF11S3

MF13S3

SF04S3

MF13S3

SF04S3

MD01

SD1

MD01

SD1MD01

SD1

2.6

MF03

S3

21'

-0"

18'

-4"

2'-8

"

2'-8"19'-8"

3'-4

"1

2'-4

"2

'-6 1

/2"

22'

-1 1

/2"

11'-6"6'-4"3'-8"18'-6"

MF03

S3

MF03

S3MF02

S3

SF02S3.1

MF02

S3

SF02

S3.1

MF08

S3

MF08

S3

MF06

S3

MF06

S3

10'

-6 1

/2"

MF01

S3

SF01S3.1

MF01S3

SF01S3.1

MF11S3

MF01S3

SF01S3.1

MF01S3

SF01

S3.1

SF01S3.1

MF01

S3

MF01S3

SF01

S3.1

2.3

2.5

7'-0"

29'

-8"

(2-S

TO

RY

FT

G)

30'

-0"

22'

-0"

17'

-4"

(2-S

TO

RY

FT

G)

MF06

S3

2

1 3'-8 1/2" 17'-9 1/2"

3'-6

"

11'

-4"

4'-8

"3

'-0"

2'-0"

2'-4

"

7'-0

"2

'-8"

2.3

2.3

2.3

3

3.5MD10

7'-0

"

2.5

3

1'-0"1'-0"

30'

-0"

15'-0" 12'-8"

(-)0'-4" 1/8

" / F

T.

PIT

CH

MF01S3

SF01S3.1

MF01

S3

SF01S3.1

MF01

S3

SF01

S3.1

MF08

S3

69'

-4"

30'

-1 1

/2"

2.5

8'-0

"

1'-0

"7

'-0"

2.5

8'-0

"1

'-0"

7'-0

"

37'

-0"

SYMBOLS LEGEND





6'-0"

FO

UN

DA

TIO

N P

LAN

S1ABC.1

SH

EE

T T

ITLE

DA

TE

DE

SC

RIP

TIO

NR

EV

.


PR

OJE

CT

STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

RE

HO

ME

S2

69

9 N

AP

LE

S,

EL

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AT

ION

CO

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UN

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, L

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IS R

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NT

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ST

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CT

UR

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ED

TO

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. DA

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P.E

.

FLO

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No

. 814

39

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ON

SU

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DE

SIG

NO

F W

MR

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NO

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BUILDING DESIGNER

CERTIFICATIO

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1/4"=1'-0"

14.







6.

5.

4.

3.

1.

2.


7.


8.



10.


11.


12.


13.


14.

FOUNDATION NOTES:


MIN (2) # 5 E.W.




MIN (3) # 5 E.W.


MIN (4) # 5 E.W.


MIN (4) # 5 E.W.


MIN (5) # 5 E.W.


MIN (5) # 5 E.W.


MIN (6) # 5 E.W.


MIN (6) # 5 E.W.


MIN (7) # 5 E.W.


MIN (7) # 5 E.W.


MIN (8) # 5 E.W.


MIN (7) # 5 E.W.


MIN (8) # 5 E.W.


MIN (9) # 5 E.W.


MIN (9) # 5 E.W.


MIN (10) # 5 E.W.

1

1A

2

2.3

2.5

2.6

3

3.5

3.5A

4

4A

4B

4.3

4.5

4.5A

5

5.5

(-)0'-4" 1/8

" / F

T.

PIT

CH

27'-8"

8" 13'-10" 13'-2"

7'-4

"8"

8'-0

"6

1'-4

"

22'

-2 1

/2"

2 2

MF08

S3

MF08S3

MF08S3

22'

-0"

MF01

S3

SF01

S3.1

69'

-4"

7'-0

"

3.5


0'-0" FIN. FLR.

(-)0'-4"

1/8

" / F

T.

PIT

CH

CONC.PAD W/OPT DR.

A/CPAD

1/8

" / F

T.

PIT

CH (-)0'-4"

40'-0"

12'-4"

2'-0"

16'-0" 2'-0" 8'-0"

9'-0" 1'-0"

30'-0" 10'-0"

40'-0"

1'-0

"5

'-0"

6'-0

"5

9'-8

"

69'

-4"

3'-8

"

9'-8

"10'-0" (2-STORY FTG)

MF11S3

MF13S3

SF04S3

MF13S3

SF04S3

MD01

SD1

MD01

SD1MD01

SD1

2.6

MF03

S3

21'

-0"

18'

-4"

2'-8

"

2'-8"19'-8"

3'-4

"1

2'-4

"2

'-6 1

/2"

22'

-1 1

/2"

11'-6"6'-4"3'-8"18'-6"

MF03

S3

MF03

S3MF02

S3

SF02S3.1

MF02

S3

SF02

S3.1

MF08

S3

MF08

S3

MF06

S3

MF06

S3

10'

-6 1

/2"

MF01

S3

SF01S3.1

MF01S3

SF01S3.1

MF11S3

MF01S3

SF01S3.1

MF01S3

SF01

S3.1

SF01S3.1

MF01

S3

MF01S3

SF01

S3.1

2.3

2.5

7'-0"

29'

-8"

(2-S

TO

RY

FT

G)

30'

-0"

22'

-0"

17'

-4"

(2-S

TO

RY

FT

G)

MF06

S3

2

1 3'-8 1/2" 17'-9 1/2"

3'-6

"

11'

-4"

4'-8

"3

'-0"

2'-0"

2'-4

"

7'-0

"2

'-8"

2.3

2.3

2.3

3

3.5MD10

7'-0

"

2.5

3

1'-0"1'-0"

(-)0'-3 1/2"

MF04

S3

1'-8

"

3.5

MF03

S3

MF07S3

SF03

S3.1

4'-0

"

7'-0"

4"

6'-0 1/2"

11 1/2"

29'

-0"

SYMBOLS LEGEND





6'-0"

FO

UN

DA

TIO

N P

LAN

S1ABC.2

SH

EE

T T

ITLE

DA

TE

DE

SC

RIP

TIO

NR

EV

.


PR

OJE

CT

STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

RE

HO

ME

S2

69

9 N

AP

LE

S,

EL

EV

AT

ION

CO

MM

UN

ITY

, L

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TH

IS R

ES

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NT

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ST

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UR

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ED

TO

WIT

HS

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TH

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IND

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IM

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D I

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CC

OR

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OF

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ID S

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OV

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OF

CH

AP

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D C

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WIT

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PR

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OF

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5th

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2014

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ES

IDE

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BR

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N E

. DA

HLK

E,

P.E

.

FLO

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A L

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No

. 814

39

MO

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ON

SU

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G &

DE

SIG

NO

F W

MR

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D A

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NO

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OF

BUILDING DESIGNER

CERTIFICATIO

N

IB

D

1/4"=1'-0"

SYMBOLS LEGEND





6'-0"

(1) CONT. #5FROM TIE BEAMTO FOOTING

(1) #5 HORIZONTAL TIEAT TOP, BOTTOM ANDAT 24"o.c. VERTICALLYBETWEEN COLUMNAND MAIN HOUSE CMU

FILLED CELL

LAPSPLICE,MIN.OF 25"

MD10 TYPICAL MASONRY COLUMN TIE IN3/4" = 1'-0"

(1) #5HORIZONTALTIE AT TOP,BOTTOM ANDAT 24"o.c.VERTICALLYBETWEENCOLUMN ANDMAIN HOUSECMU

5'-8

"2

'-0"

4'-0

"6

'-0"

4'-0

"2

'-0"

1'-0

"

1'-4" 12'-6" 1'-4" 12'-6"

3'-0

"

1'-8" 3'-8" 4'-4" 3'-8" 4'-0"

6'-8

"1

'-4"

1'-0

"8"

6'-4

"

80'-0

1/2

"65'-4 1/8"

2'-10" 6'-8" 2'-10"

6'-4

"4

'-8"

5'-4

"6

'-0"

6'-0

"4

'-0"

2'-8

"4

'-8"

4'-4

"5

'-4"

6'-4

"4

'-0"

2'-0

"

3'-1"5'-2"1'-9" 2'-8

"2

'-0"

3'-8

"

2'-0"7'-4"8"2'-0"8'-0"2'-0"16'-0"2'-0"

5'-0

"2

'-0"

4'-0

"6

'-0"

2'-4

"1

'-8"

4'-0

"6

'-0"

8'-8" 1'-8"

2'-8

"

1'-4

"

8"1

'-4"

2'-0

"

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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S2ABC1/4"=1'-0"

SYMBOLS LEGEND





6'-0"



FILLED CELL




5'-8

"2

'-0"

4'-0

"6

'-0"

4'-0

"2

'-0"

1'-0

"

2'-10" 6'-8" 2'-10"

6'-4

"4

'-8"

5'-4

"6

'-0"

6'-0

"4

'-0"

2'-8

"4

'-8"

4'-4

"5

'-4"

6'-4

"4

'-0"

2'-0

"

3'-1"5'-2"1'-9" 2'-8

"2

'-0"

3'-8

"

2'-0"7'-4"8"2'-0"8'-0"2'-0"16'-0"2'-0"

5'-0

"2

'-0"

4'-0

"6

'-0"

2'-4

"1

'-8"

4'-0

"6

'-0"

8'-8" 1'-8"

2'-8

"

1'-4

"

8"1

'-4"

2'-0

"

4'-8

"6

'-4"

1'-8" 3'-8" 4'-4" 3'-8" 1'-8" 12'-8"

2'-4"

1'-0

"

2'-8

"4

'-4"

1'-0

"2

'-8"

4'-4

"

80'-0

1/2

"71'-10"

SH

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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S2ABC.11/4"=1'-0"

SYMBOLS LEGEND





6'-0"



FILLED CELL




1'-4" 12'-6" 1'-4" 12'-6"

3'-0

"

1'-8" 3'-8" 4'-4" 3'-8" 4'-0"

6'-8

"1

'-4"

1'-0

"8"

6'-4

"

80'-0

1/2

"65'-4 1/8"

2'-10" 6'-8" 2'-10"

6'-4

"4

'-8"

5'-4

"6

'-0"

6'-0

"4

'-0"

2'-8

"4

'-8"

4'-4

"5

'-4"

6'-4

"4

'-0"

2'-0

"

3'-1"5'-2"1'-9" 2'-8

"2

'-0"

3'-8

"

2'-0"7'-4"8"2'-0"8'-0"2'-0"16'-0"2'-0"

5'-0

"2

'-0"

4'-0

"6

'-0"

2'-4

"1

'-8"

4'-0

"6

'-0"

8'-8" 1'-8"

2'-8

"

1'-4

"

8"1

'-4"

2'-0

"

2'-1

0"4

'-8"

3'-1

0"4

'-0"

5'-8

"1

'-0"

8"2

'-0"

SH

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.


PR

OJE

CT

STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

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SE

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FOOTING @ ENTRY MASONRY COLUMN3/4"=1'-0"

SEE ELEVATION

3"

CO

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WOOD POST PER PLANFOR SIZE AND BASECONNECTION

TOP COURSE TO BECHAIR BLOCKS.ENTIRE BASE TO BEFILLED SOLID

CMU BASE w/ (1) #5VERTICAL @ EACHCORNER. SEE FLR.PLAN FOR BASE SIZE

SEE FOUNDATION FORPAD SIZE

CONC. SLAB ORPAVERS PER PLAN

CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY

THICKENED EDGE @ GARAGE DOOR3/4"=1'-0"

3/4

"4"

GARAGE

TOP VIEW @ CORNER

4"

2"

4"

CONC. SLAB PERFOUNDATION PLAN

CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY8" x 8" THICKENEDEDGE w/ (1) #5 CONT.

DRIVEWAY BYBUILDER- CONCRETEOR PAVERS

FILLED CELL PER PLAN

GARAGE WALLBEYOND

8"

8" 3" COVER TYP.

.

EXTERIOR DOOR POURED SILL3/4"=1'-0"

SLOPE

3/4

" R

EC

ES

S

PER DOOR MANUFACTURER

SLOPE

3/4

" R

EC

ES

S


ELASTOMERIC JOINTFILLER

SLOPE EXT. SURFACEOR GRADE 1/8" PERFOOT AWAY FROMBUILDING

THRESHOLD PERMANUFACTURER


EXTEND SLAB OUT 1 1/2" ATFRONT ENTRY DOOR& GARAGE ENTRY S

SWING DOOR

TYPICAL CORNER BAR DETAIL (TOP VIEW)3/4"=1'-0"

VERIFY W/ DETAILS FOR REQ'DSTEEL AT 2 STORY LOCATIONS

#5 CONT.REINFORCEMENT SEEFOUNDATION PLANFOR QUANTITY

#5 x 30" x 30" CORNERBAR, ONE FOR EA.HORIZONTALREBAR, TYP. U.N.O.

TYPICAL STEP FOOTING DETAIL3/4"=1'-0"

MIN

. 8"

-M

AX

. 1

6"

ST

EP

SE

E T

YP

.D

ET

.

16" MIN.

SE

E T

YP

. D

ET

.

MIN. 24" BEFOREANOTHER STEP


45°

(2) #5 CONT. w/ 3"COVER TYP. (2) #5 BENT BARS w/

MIN. 30" LAP SPLICE

(2) #5 CONT. w/ 3"COVER TYP.



8"x8" THICKENED SLABw/ (1) #5 CONT.w/ 3" COVER TYP.

THICKENED EDGE3/4"=1'-0"

GRADE

8"

3"

CO

VE

R T

YP

.

8".

4"

8"

1'-4"

1'-8

"

WHERE 2ND STORY OCCURS, FTGSHALL BE 1'-8" WIDE w/(3) #5 BARS

8" 4"

FOOTING @ SHOWER AT MASONRY3/4"=1'-0"

MIN

. 4

" U

.N.O

.8

" M

AX

8"

OPT. MASONRY CURB@ ELEV. 0'-0" w/ (1) #5CONT. BAR

SLOPED GROUT TODRAIN

(2) #5 BARS CONT.W/ 3" COVER TYP.


OPTIONAL CURB BYBUILDER

#3 STIRRUPS @ 48" O.C.WHEN MONO DEPTHEXCEEDS 26", IF DEPTH ISLESS THAN 26" THESEBARS ARE NOT REQ'D

(2) #5 BARS @ TOP WHEN MONODEPTH EXCEEDS 26". IF DEPTHIS LESS THAN 26", THESE BARSARE NOT REQUIRED

(1) #5 FROM FTG. TO TIEBEAM SPLICE TO BE MIN.30" GROUT CELL SOLID


(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE


2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE

2x P.T. SILL PLATE

FOOTING AT INTERIOR BEARING3/4"=1'-0"

8"

8"8"8"



HOLD BRG WALL BACKSO GYP FINISH ISFLUSH w/ FOUNDATIONBELOW


2x PT SILL PLATE


BEARING SLAB STEP DOWN3/4"=1'-0"

10

"

2 1/4"

8"8"6"

6"

MIN

. 4

" U

.N.O

.8

" M

AX



(1) #5 CONT. w/ 1-1/2"COVER TYP.

CONCRETE SLAB PERFOUNDATION PLAN

16"

MIN

. 4

" U

.N.O

.8

" M

AX

MIN

. 4

" U

.N.O

.8

" M

AX

MIN 4"

DOUBLE STEP FOOTING3/4"=1'-0"

IF BRG. WALL ABOVE-1/2" J-BOLT W/ MIN. 6"PAST DEEPEST STEPREQ'D

1-1/2" COVER TYP.

3"

CO

VE

R T

YP

.

.

10

"

8"

8"



NON-BEARING SLAB STEP DOWN3/4"=1'-0"

SE

E P

LA

N -

VA

RIE

S

8" 4"

4"


1'-4"

8"

1'-0

" M

IN

GRADE

8"

1'-8

" M

IN

MIN

. 4

" U

.N.O

.M

AX

. 8"

VA

RIE

S W

/ SLO

PE

OF

GA

RA

GE

SLA

B

3

'-0"

MA

X

TYPICAL GARAGE CURB FOOTING3/4"=1'-0"

SEE PLANVARIES

3" COVER

3"

CO

VE

R

(1) #5 FROM FTG. TOTIE BEAM SPLICE TOBE MIN. 30" GROUTCELL SOLID

MASONRY WALLSEE PLAN




8"

8"

#3 STIRRUPS @48" O.C. WHENMONO DEPTHEXCEEDS 26", IFDEPTH IS LESSTHAN 26"THESE BARSARE NOT REQ'D

(2) #5 BARS @ TOPWHEN MONO DEPTHEXCEEDS 26". IFDEPTH IS LESS THAN26", THESE BARS ARENOT REQUIRED

1'-4"

8"

1'-0

" M

IN

GRADE


8"

1'-

8"

MIN

.3

'-0

" M

AX

.

TYPICAL EXTERIOR FOOTING3/4"=1'-0"

3" COVER

3"

CO

VE

R






8"

8"

#3 STIRRUPS @48" O.C. WHENMONO DEPTHEXCEEDS 26", IFDEPTH IS LESSTHAN 26"THESE BARSARE NOT REQ'D

(2) #5 BARS @ TOPWHEN MONO DEPTHEXCEEDS 26". IFDEPTH IS LESS THAN26", THESE BARS ARENOT REQUIRED

3"

MIN

.

PENETRATINGPIPE

FINISH FLOOR

8" CMU -FINISH PER ELEV.

3"

5"

8" C.M.U. FINISHPER ELEV.

FINISH FLOOR

FOOTING PERPLAN

MIN

.

LOOP TIE (TYP.)

PVC SLEEVE

(FRONT VIEW)

(SIDE VIEW)

PVC SLEEVEMIN. DIAMETERTO BE 2 PIPESIZES LARGERTHAN THEPENETRATINGPIPE

PENETRATINGPIPE

GRADE

1'-0

"

SEE FDN PLANFOR SIZE& REINF.

PIPE VERTICAL THRU FDN

TYPICAL FOUNDATION PENETRATIONS3/4"=1'-0"

8"

MIN

.

SEE FDN.PLAN FOR

SIZE & REINF.

PIPE PERPENDICULAR TO FND

CLEAN COMPACTED FILL@ 95% STANDARD DENSITY

CONC. SLABPERFOUNDATIONPLAN

PVC OR SCH40SLEEVE

TOP (2) #5 x 4'-0"CENTERED AT PIPEPENETRATION

PVC OR SCH40SLEEVE


FOOTING PER PLAN

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

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THICKENED EDGE @ GARAGE DOOR3/4"=1'-0"

4"

GARAGE

TOP VIEW @ CORNER

4"

2"

4"



8" x 8" THICKENEDEDGE w/ (1) #5 CONT.w/ 3" TYP. COVER

DRIVEWAY BYBUILDER- CONCRETEOR PAVERS

GARAGE WALLBEYOND

FILLED CELL PER PLAN

3/4

"

8"

8" 3" COVER TYP.

.



(1) #5 CONT. w/ 1-1/2"COVER TYP.


16"

MIN

. 4

" U

.N.O

.8

" M

AX

MIN

. 4

" U

.N.O

.8

" M

AX

MIN 4"

DOUBLE STEP FOOTING3/4"=1'-0"

IF BRG. WALL ABOVE-1/2" J-BOLT W/ MIN. 6"PAST DEEPEST STEPREQ'D

1-1/2" COVER TYP.

3"

CO

VE

R T

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.

.

10

"

8"

8"



8"x8" THICKENED SLABw/ (1) #5 CONT.w/ 3" COVER TYP.

THICKENED EDGE3/4"=1'-0"

GRADE

8"

3"

CO

VE

R T

YP

.

8".

4"

8"

TYPICAL STEP FOOTING DETAIL3/4"=1'-0"

MIN

. 8"

-M

AX

. 1

6"

ST

EP

SE

E T

YP

.D

ET

.

16" MIN.

SE

E T

YP

. D

ET

.

MIN. 24" BEFOREANOTHER STEP


45°

(2) #5 CONT. w/ 3"COVER TYP. (2) #5 BENT BARS w/

MIN. 30" LAP SPLICE


TYPICAL CORNER BAR DETAIL (TOP VIEW)3/4"=1'-0"


#5 CONT.REINFORCEMENT SEEFOUNDATION PLANFOR QUANTITY

#5 x 30" x 30" CORNERBAR, ONE FOR EA.HORIZONTALREBAR, TYP. U.N.O.

SLOPE

3/4

" R

EC

ES

S


SLOPE

3/4

" R

EC

ES

S



SLOPE EXT. SURFACEOR GRADE 1/8" PERFOOT AWAY FROMBUILDING

THRESHOLD PERMANUFACTURER


EXTEND SLAB OUT 1 1/2" ATFRONT ENTRY DOOR& GARAGE ENTRY S

SWING DOOR

EXTERIOR DOOR POURED SILL3/4"=1'-0"





2x P.T. SILL PLATE

FOOTING AT INTERIOR BEARING3/4"=1'-0"

8"

8"8"8"



HOLD BRG WALL BACKSO GYP FINISH ISFLUSH w/ FOUNDATIONBELOW


2x PT SILL PLATE


BEARING SLAB STEP DOWN3/4"=1'-0"

10

"

2 1/4"

8"8"6"

6"

MIN

. 4

" U

.N.O

.8

" M

AX



NON-BEARING SLAB STEP DOWN3/4"=1'-0"

SE

E P

LA

N -

VA

RIE

S8" 4"

4"

GRADE

VERIFY WITHCHART

DE

PT

H

3"

4"

3"

PLAN VIEW @ NOTCH

NOTCH INFOOTING IS NOT TOBE DIRECTLY BELOWGIRDER ORADJACENT TO ANOPENING WITH AGIRDER ABOVE

NOTCHED FOOTING @ CONDUIT

8"

MIN

.

SEE FDN.PLAN FOR

SIZE & REINF.

PIPE PERPENDICULAR TO FND

1'-0

"

SEE FDN PLANFOR SIZE& REINF.

PIPE VERTICAL THRU FDN

TYPICAL FOUNDATION PENETRATIONS3/4"=1'-0"

CONT. STEM WALLFOOTING BEYOND

3" MIN COVER

PVC OR SCH40 SLEEVETOP (2) #5 x 4'-0"CENTERED AT PIPEPENETRATION

PVC OR SCH40 SLEEVE


STEMWALL PER PLAN

NOTE:DO NOT PENETRATESTEM WALL AT FILLEDCELL LOCATION

4" PVC SLEEVE A/CCHASE

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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NOT USEDNOT USED

NOT USED

GRADE

SEE PLAN

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8"

MIN

.

WIDTH

DE

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H

WOOD COLUMN AT ENTRY3/4"=1'-0"

8"

WOOD POST. PERPLAN FOR SIZE & BASECONNECTION


(1) #5 CONT. PER PLANw/ 3" COVER TYP.

#5 REBAR CONT. @SLAB LEVEL

SLAB EXTENSION UPTO 1 1/2" (BEYONDBLOCK FACE)PERMITTED IF REQ.PER ARCHITECTURALELEV.

(1) #5 VERT. IN GROUTFILLED CELL@ 72" O.C.MAX & TYP AT EA.CORNER AND COL.LOCATION FOR WALLS<40" TALL . SEESTEMWALL SCHED. IFWALL IS TALLER.

SEE STEM WALLCHART THIS SHEETFOR FOOTING SIZEAND REINFORCEMENT

GRADE

1'-

0"

MIN

.

1. VERTICAL REINF. IN SOLID GROUT CELLS AT ALL CORNERS,JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSSLOCATIONS, & @ MAX. SPACING STATED IN SCHEDULEU.N.O. ON FOUNDATION/ DOWEL PLAN

2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTIONBETWEEN SLAB AND WALL. WHEN STEM WALL EXECEEDS48" TALL, FIBERMESH CAN NOT BE USED AND #4 TURNBARS ARE REQUIRED @ EACH FILLED CELL LOCATION.EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT AMIN. 4'-0" INTO SLAB / STEM

3. IF STEM IS REQ'D TO BE HIGHER, CONTACT ENGINEER OFRECORD PRIOR TO CONSTRUCTION FOR MORE INFO.NOTE: FILLED CELL SPACING & FOOTING SIZE COULDCHANGE. MCD IS NOT RESPONSIBLE FOR ADDITIONALCONSTRUCTION COSTS DUE TO REVISIONS FOR TALLERSTEM WALLS

4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALLWHEN UNEVEN BACK FILLING IS TAKING PLACE

5. IF STEM WALL IS WITH IN 5'-0" OF POOL OR WATERFEATURE FOUNDATIONS, CONTACT EOR FOR FURTHERREVIEW

6. FOUNDATION TO BE CENTERED ON STEMWALL AT ALLTIMES

7. WHEN STEM WALLS ARE GREATER THAN 48" TALL. THECONTRACTOR IS TO INSTALL MID-HEIGHT KNOCK OUTCOURSE WITH (1) #5 HOOK BAR AT ALL CORNERS. HOOKBARS TO BE MIN 4'-0" x 4'-0" IN LENGTH. TIE HOOK BARSINTO VERTICALS @ EA. END, POURED SOLID

8. CONTRACTOR TO CONTACT EOR FOR ADVERSE SITECONDITIONS NOT COVERED WITHIN THIS DETAIL

72" - 80"

48" - 64"

8" - 40"

STEMWALLHEIGHT 1-STORY

NUMBER/ SIZE OF BARS MAX. FILLED CELLSPACING (O.C.)IN STEM WALL

2-STORY

WIDTHDEPTH WIDTHDEPTH

FOOTING DIMENSION

STEMWALL SCHEDULE

16"10" 20"10"

20"10" 20"10"

30"10" 30"10"

SEE FOUNDATION PLANFOR F.C. SPACINGABOVE SLAB LEVEL

32"

40"

HE

IGH

T

MATCH FILLED CELLSPACING PER PLAN

3" COVER TYP.

STEMWALL CONSTRUCTION NOTES

DE

PT

H

WIDTH

STEM WALL SCHEDULE3/4"=1'-0"

(3)#5 BARS FOR ONE & TWOSTORY

(2) #5 BARS FOR ONE STORY OR(3) #5 BARS FOR TWO STORY

(2) #5 BARS FOR ONE STORY OR(3) #5 BARS FOR TWO STORY

EXTERIOR SHORING/BRACING TO BEPROVIDED BYCONTRACTOR TOPREVENT STEM WALLBLOWOUTS/ CRACKSDURING BACKFILLING

INSPECTIONCLEANOUTS REQ'DFOR STEMWALLS > 40"

SEE SCHEDULE FORFILLED CELL SPACINGAND FOOTING SIZE

CONC. SLAB PER PLAN- IF W.W.M. IS USED,TIE TO #5 CONT. INCHAIR BLOCK- IF STEMWALL TALLERTHAN 48" #4 TURNBARS REQUIRED

CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY; TERMITETREATMENT IN 12"MAX. LIFTS

EXTEND REBAR ABOVESLAB PER MIN. LAPSPLICE AS REQ'D.AT EXT. WOOD WALLLOCATIONS: VERT.BARS TO TERMINATE@ SLAB LEVEL

CHAIR FOR REBAR BYBUILDER

KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS GREATERTHAN 3 COURSE TALL

SEE NOTE 7 FORCORNERREINFORCEMENT

2 1/4"

1'-

0"

MIN

.

WIDTH

DE

PT

H

STEM WALL @ GARAGE STEP DOWN3/4"=1'-0"

#5 DOWEL W/ MIN. 6"EMBED. INTO MAINFOOTING W/ SIMP.EPOXY @ 12" O.C.

CONCRET STAIRSAS REQ'D PERGRADE W/ MIN (1)#5 BAR @ NOSING

SE

E P

LA

N M

AX

36"



2x BEARING OR NON-BEARING WALL, SEEPLAN FOR MORE INFO

SEE PLAN FORPOSSIBLE STAIRS. IFFORM/POUREDPROVIDE (1) #5 ATEACH STEP


(1) #5 CONT. PER PLAN

2x P.T. BOTTOM PLATE


TOP COURSE CHAIRBLOCK


GRADE

1'-

0"

MIN

.

DE

PT

H

WIDTH

STEM WALL FOOTING @ PORCH3/4"=1'-0"

SE

E E

LE

V.

#5 DOWEL W/ MIN. 6"EMBED. INTO MAINFOOTING W/ SIMP.EPOXY @ 12" O.C.

(1) #5 VERT. IN GROUTFILLED CELL @ 72"O.C. MAX. & TYP @EA. CORNER & COL.LOCATION FOR WALLS<40" TALL . SEESTEMWALL SCHED. IFWALL IS TALLER.


3" MAX. OVERHANGOPTIONAL


(1) #5 CONT. PER PLANw/ 1-1/2" MIN. COVER


SEE PLAN FORPOSSIBLE STAIRS. IFFORM/POUREDPROVIDE (1) #5 ATEACH STEP

GRADE8

"

4"

SE

E E

LE

V. F

OR

BLK

HG

T8

" M

IN.

WIDTH

DE

PT

H

MASONRY COLUMN AT ENTRY3/4"=1'-0"

1'-4"

SEE ELEV. FORBLK WIDTH

WOOD POST. PERPLAN FOR SIZE & BASECONNECTION

TOP COURSE TO BECHAIR BLOCKS.ENTIRE BASE TO BEFILLED SOLID

CMU BASE W/ (1) #5VERTICAL EACHCORNER FILLED SOLID.SEE ELEV. FOR BASESIZE

#5 REBAR CONT. @SLAB LEVEL

EXTEND SLAB 1 1/2"MAX. BEYOND BLOCKFACE PER ELEV.





CLEAN COMPACTEDFILL @ 95%STANDARDDENSITY

DE

PT

H

WIDTH

1'-

0"

MIN

.8

" M

IN

MIN

. 4

" U

.N.O

.M

AX

. 8"

FOOTING @ SHOWER @ MASONRY3/4"=1'-0"

8" 4"



SLOPED GROUT TODRAIN

KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS OVER 3COURSE TALL

REBAR w/ TYP. COVERPER STEM WALLCHART THIS SHEET

OPTIONAL CURB BYBUILDER

SEE STEM WALLCHART THIS SHEETFOR FILLED CELLSPACING & FOOTINGSIZE & REINF.

GRADE

1'-

0"

MIN

.8

" M

IN

DE

PT

H

WIDTH

TYPICAL GARAGE CURB FOOTING3/4"=1'-0"

SEE PLANVARIES



ELASTOMERIC JOINTFILLER ONLY @FLOATING SLABLOCATIONS (FLOATINGSLAB NOT PERMITTEDWHEN STEM WALL ISOVER 3 COURSESTALL)



KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS OVER 3COURSES TALL


GRADE

1'-

0"

MIN

.8

" M

IN

DE

PT

H

WIDTH

TYPICAL EXTERIOR FOOTING3/4"=1'-0"

KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS OVER 3COURSE TALL







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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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16'-0"

MIN.K

8'-0"

MIN.K

4'-6"

U

2'-0

"2

'-0"

2'-0

"2

'-0"

2'-8

"

BMIN. @OPT DOOR

8'-0"

D

6'-0"

F

3'-0"

F

3'-0"

F

D

12'-6"

D

12'-6"

D

6'-8

"5

'-0"

REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)

BAR SIZE

"D"

"B"

+ "

C"

"C"

"B"

"A" "A"

"C"

GRADE 40

BEND Ø LENGTH LAP SPLICE

"A" "B" "C" "D"

1 7/8#3#3

#4

#5

#6

#7

2 1/2

3 1/8

3 3/4

4 3/8

4 1/4

5 5/8

7

8 1/16

9 13/16

7 15

9 1/2 20

11 3/4 25

14 30

16 1/2 35

#3 = 2 12"

#4 = 2 12"

#5 = 2 12"

#6 = 3"#7 = 3 1

2"

MD08 REBAR SPLICE DETAILSCALE: 3/4" = 1'-0"

GRADE 60

LENGTH LAP SPLICE

"A" "B" "C" "D"

2 1/4

3

3 3/4

4 1/2

5 1/4

4 1/4

5 5/8

7

8 1/16

9 13/16

9 1/4 18

12 1/2 24

15 1/2 30

18 1/2 36

21 3/4 42

BEND Ø

LINTEL W/ TRANSOM DETAIL3/4"=1'-0"

FRAME INFILL AROUNDWINDOW BY BUILDERSEE WF01/SD2 FORMORE INFO

SEE DOWEL LAYOUTPLAN FOR FILLED CELLINFO. MIN. (1) IS REQ'DON EITHER SIDE OFOPENING U.N.O.

(2) 2X8 SYP #2 P.T. WOOD HEADERTURNED SIDEWAYS. ATTACH (2) 2X8SYP #2 P.T. HEADER TO MASONRYWALL W/ SIMPSON HU28-2 OR HUC28-2HANGER @ EA. END. USING (14) 1/4"DIA. X 2-3/4" TAPCONS OR EQUAL INTOMASONRY & (6) 10d NAILS INTOHEADER. NAIL EACH PLY AND EACHADDITIONAL HEADER PLY W/ (2)-ROWS10d NAILS STAGGERED @ 6" O.C. ANDMIN 2" FROM ENDS.

DOOR OR WINDOW OPENINGMAX 4'-0"

REFER TO DESIGN PLANS FORREQUIRED IN-FILL FRAMINGDIMENSIONS

WF01/SD3

WALL LEGEND

= 9'-4" T.O.M.

= 9'-4" T.O.M. W/ FRAMEKNEE WALL ABOVE. SEEPLAN AND TRUSS LAYOUT TOVERIFY KNEE WALL HEIGHTS

= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.

8" x 8" x 16" CMU U.N.O.

INDICATES FILLED CELL FROM FTG. TO TIEBEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEEMD08 FOR LAP INFO.

STD. 90 DEGREE ANGLE 3000 psiCONC. w/ (1) #5 DIA. REBAR

TYP. BOND BEAM 8" x 8" x 16" K.O.LINTEL BLOCK FILL w/ 3000 psi CONC. w/(1) #5 DIA. REBAR

STANDARD 90 DEGREE HOOK

PRECAST "U"LINTEL W/ 3000psi CONC. PERLINTEL PLAN. IFREBAR ISINDICATED INLINTEL, #5 TO BEHOOKED INTOSIDE VERTICALS

HOOK PERMD08

SE

E P

LAN

FO

R S

TE

P

MIN

25

" LA

P(3

0"

FO

RG

RA

DE

60

ST

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L)

ROUGH OPENING PER PLAN

MD06 TYPICAL MASONRY CONSTRUCTIONSCALE: 3/4" = 1'-0"

MA

SO

NR

Y H

EIG

HT

PE

R P

LA

N

TYPICAL TRUSS ANCHOR PER PLAN

NON-SHEAR WALL AT OPENING TYPICAL SHEAR WALL SEGMENT

PROVIDE SCREEN WHEN BLOCK BELOWIS NOT REQUIRED TO BE FILLED

SEE FOUNDATION FOR FOOTING

AT CORNERSPROVIDESTANDARD #5HOOK BAR. LAPOTHER BARS INTOCORNER AS REQ'D

PROVIDE CLEAN OUT OPENING @ GROUTFILLED CELL AND REBAR (TYP). MORTARJOINTS SHOULD NOT BE CUT

METAL LATH OR WIRE SCREENOVER COURSES NOT REQ'DTO BE FILLED. (SHEET METAL& PAPER FELT PROHIBITED)

CONTRACTOR TO VERIFYTHE GROUT IS LEVELWITH TOP OF BLOCK FORPROPER TRUSS/ FLOORSYSTEM BEARING (MIN 3")

BOTTOM STEEL IN LINTEL IFINDICATE - SHOULD HOOK INTOVERTICAL CELLS PER MD08

SH

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

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GENERAL CONCRETE LINTEL SCHEDULE

AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.

(1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRYOPENINGS. U.N.O.ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.8" BEARING EA. END

LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THANINDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUTENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.

1.

2.

3.

4.

MARKLINTELREQUIREMENTS

8RF6-0B/1TA

8F8-0B/1TB

8RF14-1B/1TC

D

E

F

G

H

J

8F20-1B/1T

8RF22-1B/1T

8RF14-0B/1T

8F16-0B/1T

8F20-0B/1T

K

L

M

8F24-1B/1T

8RF22-0B/1T

8F24-0B/1T

8F16-1B/1T

(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOADCONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE ISADEQUATE FOR THE LOADS.

5.

G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMSSHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFYWITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.

6.

TYPE DESIGNATION

1. f'c PRECAST LINTELS = 3500 PSI.

2. f'c PRESTRESSED LINTELS = 6000 psi.

3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.

4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.

5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.

8F16-1B/1TQUANTITY OF #5 REBAR AT TOP

QUANTITY OF #5 REBAR @BOTTOM OF LINTEL CAVITY

NOMINAL WIDTH

NOMINAL HEIGHT

F = FILLED WITH GROUT /U = UNFILLED R = RECESSED

1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING.

5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.

7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.

2. 0 = NOT RATED.

3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.

4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR

6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.

8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.

9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.

C.M.U.

GROUT

FILLEDN

P

R

S

T

8RF30-1B/1T

8F32-1B/1T

8RF30-0B/1T

8F32 -0B/1T

8F38 -1B/1T

U 8F12 -1B/0T

V

W

X

BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)

#5 REBAR AT TOP MIN. (1) REQ'D

1-1/2" CLEAR

#5 REBAR AT BOTTOM OF LINTELCAVITY

15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT

7-5/8" ACTUAL8" NOMINAL WIDTH

UNFILLED

16 GA. POWERS STEEL BOXEDLINTEL


1-1/2" CLEAR

7-5

/8"

ST

D D

EP

TH

GC

TO

IN

ST

ALL

PO

WE

R B

OX

ST

EE

L R

DH

(5.

625)

LIN

TE

L A

T R

EC

ES

SE

D L

INT

EL

S


TOP KNOCK OUT/ LINTEL BLOCKCOURSE

#5 REBAR AT BOTTOM MIN. (1)REQ'D

POWERS STEEL

PRECAST LINTEL LOAD TABLE

CLEAR OPENING

5'-4"

8'-4"7'-4"

3'-4"3'-0"2'-8"2'-4"

4'-4"

6'-4"

1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.

8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B

7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTELSUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS

C.M.U.



1-1/2" CLEAR

15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT


LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINGAPPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL

STANDARD LINTELS

CLEAR OPENING 8" UNFILLED 8F8-1B / 8F8-0B 8F16-1B / 8F16-0B 8F24-1B / 8F24-0B 8F32-1B / 8F32-0B

1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000

2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 100002'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 81073'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 62243'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 34705'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 45926'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 36857'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 33028'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 28859'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489

10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 226310'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 200311'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 200312'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 184812'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 173813'-4" 328 / 0 1234 / 0 1779 / 0 2662 / 014'-0" 292 / 0 1160 / 0 1660 / 0 2439 / 016'-0" 284 / 0 950 / 0 1379 / 0 1997 / 018'-0" 211 / 0 750 / 0 1177 / 0 1676 / 018'-8" 142 / 0 598 / 0 1114 / 0 1468 / 020'-0" 180 / 0 598 / 0 1024 / 0 1441 / 020'-8" 145 / 0 550 / 0 981 / 0 1376 / 022'-8" 110 / 0 450 / 0 824 / 0 1147 / 0

1694 / 1694 5499 / 54211425 / 1425 4933 / 49331230 / 1230 4085 / 40851081 / 920 4085 / 2839846 / 833 3127 / 2839664 / 572 2595 / 2595526 / 434 1329 / 2267480 / 322 1964 / 1552415 / 235 1694 / 1552

00000000

3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED.

3725 / 32803343 / 32802769 / 27692769 / 17162121 / 17161761 / 17611539 / 15391334 / 13341152 / 1152

8F40 -1B/1T

RECESSED LINTELS-FILLED

STANDARD LINTEL NOTES

MATERIALS

LINTEL DESIGNATION SCHEDULE

SAFE LOAD TABLE NOTES

APPROVED LINTEL MANUFACTURERS:CASTE-CRETE, QUALITY, LOTTS, & POWERS STEEL

8F28 -1B/1T

8F40 -0B/1T

16'-0"

MIN.K

8'-0"

MIN.K

4'-6"

U

2'-0

"2

'-0"

2'-0

"2

'-0"

2'-8

"

BMIN. @OPT DOOR

8'-0"

D

6'-0"

F

5'-0

"

3'-0"

F

3'-0"

F D

12'-8"


BAR SIZE

"D"

"B"

+ "

C"

"C"

"B"

"A" "A"

"C"

GRADE 40


"A" "B" "C" "D"

1 7/8#3#3

#4

#5

#6

#7

2 1/2

3 1/8

3 3/4

4 3/8

4 1/4

5 5/8

7

8 1/16

9 13/16

7 15

9 1/2 20

11 3/4 25

14 30

16 1/2 35

#3 = 2 12"

#4 = 2 12"

#5 = 2 12"

#6 = 3"#7 = 3 1

2"


GRADE 60

LENGTH LAP SPLICE

"A" "B" "C" "D"

2 1/4

3

3 3/4

4 1/2

5 1/4

4 1/4

5 5/8

7

8 1/16

9 13/16

9 1/4 18

12 1/2 24

15 1/2 30

18 1/2 36

21 3/4 42

BEND Ø







WF01/SD3

WALL LEGEND

= 9'-4" T.O.M.



8" x 8" x 16" CMU U.N.O.






HOOK PERMD08

SE

E P

LAN

FO

R S

TE

P

MIN

25

" LA

P(3

0"

FO

RG

RA

DE

60

ST

EE

L)



MA

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PR

OJE

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

RE

HO

ME

S2

69

9 N

AP

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S,

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AT

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BUILDING DESIGNER

CERTIFICATIO

N

IB

D

LIN

TE

L P

LAN

S4ABC.11/8"=1'-0"





1.

2.

3.

4.


8RF6-0B/1TA

8F8-0B/1TB

8RF14-1B/1TC

D

E

F

G

H

J

8F20-1B/1T

8RF22-1B/1T

8RF14-0B/1T

8F16-0B/1T

8F20-0B/1T

K

L

M

8F24-1B/1T

8RF22-0B/1T

8F24-0B/1T

8F16-1B/1T


5.


6.

TYPE DESIGNATION








NOMINAL WIDTH

NOMINAL HEIGHT





2. 0 = NOT RATED.






C.M.U.

GROUT

FILLEDN

P

R

S

T

8RF30-1B/1T

8F32-1B/1T

8RF30-0B/1T

8F32 -0B/1T

8F38 -1B/1T

U 8F12 -1B/0T

V

W

X



1-1/2" CLEAR


15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT


UNFILLED



1-1/2" CLEAR

7-5

/8"

ST

D D

EP

TH

GC

TO

IN

ST

ALL

PO

WE

R B

OX

ST

EE

L R

DH

(5.

625)

LIN

TE

L A

T R

EC

ES

SE

D L

INT

EL

S




POWERS STEEL


CLEAR OPENING

5'-4"

8'-4"7'-4"

3'-4"3'-0"2'-8"2'-4"

4'-4"

6'-4"


8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B


C.M.U.



1-1/2" CLEAR

15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT



STANDARD LINTELS


1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000

2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 100002'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 81073'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 62243'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 34705'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 45926'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 36857'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 33028'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 28859'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489

10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 226310'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 200311'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 200312'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 184812'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 173813'-4" 328 / 0 1234 / 0 1779 / 0 2662 / 014'-0" 292 / 0 1160 / 0 1660 / 0 2439 / 016'-0" 284 / 0 950 / 0 1379 / 0 1997 / 018'-0" 211 / 0 750 / 0 1177 / 0 1676 / 018'-8" 142 / 0 598 / 0 1114 / 0 1468 / 020'-0" 180 / 0 598 / 0 1024 / 0 1441 / 020'-8" 145 / 0 550 / 0 981 / 0 1376 / 022'-8" 110 / 0 450 / 0 824 / 0 1147 / 0

1694 / 1694 5499 / 54211425 / 1425 4933 / 49331230 / 1230 4085 / 40851081 / 920 4085 / 2839846 / 833 3127 / 2839664 / 572 2595 / 2595526 / 434 1329 / 2267480 / 322 1964 / 1552415 / 235 1694 / 1552

00000000


3725 / 32803343 / 32802769 / 27692769 / 17162121 / 17161761 / 17611539 / 15391334 / 13341152 / 1152

8F40 -1B/1T



MATERIALS




8F28 -1B/1T

8F40 -0B/1T

16'-0"

MIN.K

8'-0"

MIN.K

4'-6"

U

2'-0

"2

'-0"

2'-0

"2

'-0"

2'-8

"

BMIN. @OPT DOOR

8'-0"

D

6'-0"

F

3'-0"

F

3'-0"

F

D

12'-6"

D

12'-6"

D

6'-8

"2

'-0"

4'-0

"


BAR SIZE

"D"

"B"

+ "

C"

"C"

"B"

"A" "A"

"C"

GRADE 40


"A" "B" "C" "D"

1 7/8#3#3

#4

#5

#6

#7

2 1/2

3 1/8

3 3/4

4 3/8

4 1/4

5 5/8

7

8 1/16

9 13/16

7 15

9 1/2 20

11 3/4 25

14 30

16 1/2 35

#3 = 2 12"

#4 = 2 12"

#5 = 2 12"

#6 = 3"#7 = 3 1

2"


GRADE 60

LENGTH LAP SPLICE

"A" "B" "C" "D"

2 1/4

3

3 3/4

4 1/2

5 1/4

4 1/4

5 5/8

7

8 1/16

9 13/16

9 1/4 18

12 1/2 24

15 1/2 30

18 1/2 36

21 3/4 42

BEND Ø







WF01/SD3

WALL LEGEND

= 9'-4" T.O.M.



8" x 8" x 16" CMU U.N.O.






HOOK PERMD08

SE

E P

LAN

FO

R S

TE

P

MIN

25

" LA

P(3

0"

FO

RG

RA

DE

60

ST

EE

L)



MA

SO

NR

Y H

EIG

HT

PE

R P

LA

N










SH

EE

T T

ITLE

DA

TE

DE

SC

RIP

TIO

NR

EV

.


PR

OJE

CT

STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

RE

HO

ME

S2

69

9 N

AP

LE

S,

EL

EV

AT

ION

CO

MM

UN

ITY

, L

OT

TH

IS R

ES

IDE

NT

IAL

ST

RU

CT

UR

E I

S D

ES

IGN

ED

TO

WIT

HS

TA

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TH

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IND

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AD

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IM

PO

SE

D I

N A

CC

OR

DA

NC

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TH

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OF

SA

ID S

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AP

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2014

)-R

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IDE

NT

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BR

YA

N E

. DA

HLK

E,

P.E

.

FLO

RID

A L

IC.

No

. 814

39

MO

NT

A C

ON

SU

LTIN

G &

DE

SIG

NO

F W

MR

AN

D A

SS

OC

IAT

ES

, LLC

CE

RT

. O

F A

UT

HO

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AT

ION

NO

. 917

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22 S

. W

ES

TM

ON

TE

DR

., S

TE

. 100

ALT

AM

ON

TE

SP

RIN

GS

, F

L 3

2714

PH

ON

E:

(40

7)

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3A

R

N

C

B

D

CN

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AL

CO

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OF

BUILDING DESIGNER

CERTIFICATIO

N

IB

D

LIN

TE

L P

LAN

S4ABC.11/8"=1'-0"





1.

2.

3.

4.


8RF6-0B/1TA

8F8-0B/1TB

8RF14-1B/1TC

D

E

F

G

H

J

8F20-1B/1T

8RF22-1B/1T

8RF14-0B/1T

8F16-0B/1T

8F20-0B/1T

K

L

M

8F24-1B/1T

8RF22-0B/1T

8F24-0B/1T

8F16-1B/1T


5.


6.

TYPE DESIGNATION








NOMINAL WIDTH

NOMINAL HEIGHT





2. 0 = NOT RATED.






C.M.U.

GROUT

FILLEDN

P

R

S

T

8RF30-1B/1T

8F32-1B/1T

8RF30-0B/1T

8F32 -0B/1T

8F38 -1B/1T

U 8F12 -1B/0T

V

W

X



1-1/2" CLEAR


15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT


UNFILLED



1-1/2" CLEAR

7-5

/8"

ST

D D

EP

TH

GC

TO

IN

ST

ALL

PO

WE

R B

OX

ST

EE

L R

DH

(5.

625)

LIN

TE

L A

T R

EC

ES

SE

D L

INT

EL

S




POWERS STEEL


CLEAR OPENING

5'-4"

8'-4"7'-4"

3'-4"3'-0"2'-8"2'-4"

4'-4"

6'-4"


8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B


C.M.U.



1-1/2" CLEAR

15-

5/8

" A

CT

UA

L1

6" N

OM

INA

L H

EIG

HT



STANDARD LINTELS


1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000

2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 100002'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 81073'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 62243'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 42494'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 34705'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 45926'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 36857'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 33028'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 28859'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489

10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 226310'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 200311'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 200312'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 184812'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 173813'-4" 328 / 0 1234 / 0 1779 / 0 2662 / 014'-0" 292 / 0 1160 / 0 1660 / 0 2439 / 016'-0" 284 / 0 950 / 0 1379 / 0 1997 / 018'-0" 211 / 0 750 / 0 1177 / 0 1676 / 018'-8" 142 / 0 598 / 0 1114 / 0 1468 / 020'-0" 180 / 0 598 / 0 1024 / 0 1441 / 020'-8" 145 / 0 550 / 0 981 / 0 1376 / 022'-8" 110 / 0 450 / 0 824 / 0 1147 / 0

1694 / 1694 5499 / 54211425 / 1425 4933 / 49331230 / 1230 4085 / 40851081 / 920 4085 / 2839846 / 833 3127 / 2839664 / 572 2595 / 2595526 / 434 1329 / 2267480 / 322 1964 / 1552415 / 235 1694 / 1552

00000000


3725 / 32803343 / 32802769 / 27692769 / 17162121 / 17161761 / 17611539 / 15391334 / 13341152 / 1152

8F40 -1B/1T



MATERIALS




8F28 -1B/1T

8F40 -0B/1T

WALL LEGEND

= 9'-4" T.O.M.



NOTE: TRUSSES BY

08/15/17ABS - 140 C

WF92

S8

WF05

SD1

WF03

SD1

2

2

1

WF15

SD6

WF91

S88 9

B

B

22

11

WF06

SD4

C519R519

WS11

SD5

WF15

SD6

WF15

SD6

WS10

SD5

WS11

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MIN. (2) 2x8 SYP #2 BEAM TO SUPPORTLANDING FRAMING & STAIR STRINGERS.ATTACH PLIES USING (2) ROWS OF 10dNAILS @ 12" O.C. MAINTAIN MIN. 2" EDGE& END DISTANCE. SEE DETAIL ST01/ST1FOR MORE INFO

A

WF03

SD1

WF05

SD1

D

ATTACH TRUSS TO CMU USINGHTT4 W/ (18) #10x1-1/2" SDSCREWS & (1) 5/8" THREADEDROD W/ MIN. 12" EMBEDMENT &SIMPSON SET-XP EPOXY OREQUIVALENT

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---

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08/16/17

---

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WALL LEGEND

= 9'-4" T.O.M.



WF92

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NOTE: TRUSSES BY

08/15/17ABS - 140 C

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B3.5x16 TOP@ 12'-8"

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JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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WALL LEGEND

= 9'-4" T.O.M.



NOTE: TRUSSES BY

08/15/17ABS - 140 C


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JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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WALL LEGEND

= 9'-4" T.O.M.



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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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WALL LEGEND

= 9'-4" T.O.M.



NOTE: TRUSSES BY

08/15/17ABS - 140 C


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JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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WALL LEGEND

= 9'-4" T.O.M.



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QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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WALL LEGEND

= 9'-4" T.O.M.



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QC CHECK:

JOB No.

SCALE:

DATE:

---

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AS INDICATED

08/16/17

---

MCD

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S5OPT SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"

BEARING WOOD WALL SCHEDULE

STANDARD BEARING WALL W/STRAPS NOTES

1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3.

2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULDBE P.T. OR WOLMANIZED.

3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYPSOLID POSTS. AT EXTERIOR CONDITIONS

4x4: ABU44 w/(12)16d NAILS & 58" EPOXY ANCHOR w/MIN.

7" EMBEDMENT

6x6: ABU66 w/(12)16d NAILS & 58" EPOXY ANCHOR w/MIN.

7" EMBEDMENT

8x8: ABU88 w/(18)16d NAILS & (2) 58" EPOXY ANCHORS w/

MIN. 7" EMBEDMENT

4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOPAND BASE PLATE U.N.O. ON PLANS.

5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.

STANDARD COLUMN NOTES

BEAM SCHEDULE

BEAM SIZE CONNECTIONS

B2x8(2)2x8 #2 SYP

WITH 1/2" FLITCHPLATE

B2x10(2)2x10 #2 SYP


B2x12(2)2x12 #2 SYP


B3.5x11.25

(2)1.75"x11.25" LVL

B3.5x11.875

(2)1.75"x11.875" LVL

B3.5x16 (2) 1.75"x16" LVL

B5.25x16 (3) 1.75"x16" LVL

B3.5x20 (2) 1.75"x20" LVL

STANDARD BEAM NOTES

CONNECTOR SCHEDULE

SIMPSON CONNECTOR TYPEVALUESSPF(lb)

VALUESSYP(lb)

HETA16 w/(9) 10dx1 12" NAILS OR

HETA20 w/(9) 10d x 1 12" NAILS

FRAME TO CMU 1810 1810

(2)HETA16 OR (2)HETA20

(1)ply TRUSS (10)10d x 1 12" NAILS

(2)ply TRUSS (12) 16d x 1 12" NAILS

FRAME TO CMU(1)ply 2035(2)ply 2500

(1)ply 2035(2)ply 2500

H10A w/(18)10d x 1 12" NAILS OR

(2)ply TRUSS H10A-2 w/(18) 10d x 1 12" NAILS

FRAME TO FRAMEH10A 1015

H10A-2 1070H10A 1340

H10A-2 1245

HTS20 w/(24)10d x 1 12" NAILS

(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)FRAME TO FRAME 1245 1450

(2)HTS20 w/(24)10d x 1 12" NAILS


H2.5A w/(10)8d FRAME TO FRAME 535 600

MTS12 w/(14)10d x 1 12" NAILS


MGT w/(22)10d 58" EPOXY ANCHOR w/SIMP. SET-XP EPOXY

MIN. 12" EMBEDMENTFRAME TO CMU 3330 3965

HTT4 w/(18)16d x 2 12" NAILS & 5

8" EPOXY ANCHOR w/SIMP.SET EPOXY MIN. 7" EMBEDMENT

FRAME TO CMU 3640 4235

HGT-2 w/(16)10d NAILS w/ (2) 34" EPOXY ANCHOR w/SIMP.

SET EPOXY MIN. 12" EMBEDMENTFRAME TO CMU 10980 8910

HTSM16 w/(8)10d NAILS & (4) 14"x 21

4" TAPCONS FRAME TO CMU 1010 1175

LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235

(2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470

LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf

LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235

MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455

MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745

LTT20B w/(10) 10d NAILS & 58" EPOXY ANCHOR w/SIMP. SET

EPOXY MIN. 7" EMBEDMENTCOLUMN TO FTG.OR

CMU1290 1300

HTT4 w/(18) 16d x 2 12" NAILS w/5

8" EPOXY ANCHOR w/SIMP.SET EPOXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS

USE (18) #10x1-1/2" SD SCREWS INSTEAD OF NAILSCOLUMN TO FTG. 3640 4235

(3)HTS20 w/(24)10d x 1 12" NAILS


MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800

SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095

MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRUDBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST.INVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS

FRAME TO FRAME 3300 3965

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

FLOOR FRAMING 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 ISREQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN.

NAIL SCHEDULE

STANDARD NAIL GENERAL DIAMETER/ LENGTH

8d .131" x 212"

10d .148" x 3"

12d .148" x 314"

16d .162" x 312"

8d RING SHANK .113" x 238"

NAILING NOTES

1. CONTRACTOR MAY USE A DIFFERENT NAIL THENINDICATED AS LONG AS IT MEETS OR EXCEEDS THEDIAMETER AND LENGTH INDICATED.

2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS.MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGERNAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOTEXTEND THRU THE MEMBER IT'S BEING ATTACHED TO.

1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN.

AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSSSHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @24"o.c. OR 32"o.c.)

CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c.MAX. AND (2) 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. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.

5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.

6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2-PLY OR 1-PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.

STANDARD CONNECTOR NOTES

GABLE ENDS:

ROOFS:

NAILING SCHEDULE:

NAILS:

ROOF SHEATHING TO BE 7/16" 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 AND6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULARTO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOFSHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BESPACED NO MORE THAN 24" O.C.

ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHEREDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.

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 SIZEEQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELYTREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALLBE IN ACCORDANCE WITH ASTM A 153.

APA SHEATHING NOTE:24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTEDPANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH ENDWITH (3) 10d TOENAILS.

EXTERIOR WALLS:SEE WF10/SD4 FOR MORE INFO.

COLUMN SCHEDULE

(2)2X4 SPF #2 BUILT UP STUD COLUMN







(3)2X4 SYP #2 BUILT UP STUD COLUMN



4x4 SYP #2 POST

6x6 SYP #2 POST

8x8 SYP #2 POST

3-1/2"x3-1/2" LVL COLUMN.


3-1/2"x7" LVL COLUMN.



5-1/4"x7" LVL COLUMN.

7"x7" LVL COLUMN.

3 1/2" X 11 7/8" LVL COLUMN

5 1/4" X 9 1/2" LVL COLUMN

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

T

V

X

Y

Z

16"

TAGTOP

CONNECTION & FASTENERS

SPF

16" SPF

BOTTOM

12" SPF

16" SPF

SYP16"

SYP12"

12" SYP

12" SYP

BW7

BW8

BW9

BW10

BW11

BW12

NOUPLIFT

LUMBERSPECIES

UPLIFTCAP.(plf)

STUDSPACING

(2)12dTOENAILS

(3) 12dTOENAILS

(2)12dTOENAILS

BLOCKING

MID-SPAN

570 plf MID-SPAN

13rd. PT.

NOUPLIFT MID-SPAN

(3) 12dTOENAILS

12" SPF

13rd. PT.

MID-SPAN

12" SPF

(3) 12dTOENAILS

(3) 12dTOENAILS

NOUPLIFT MID-SPAN

SYP16" MID-SPAN

SYP16" 13rd. PT.

(2) 12dTOENAILS

(2) 12dTOENAILS

NOUPLIFT MID-SPAN

MID-SPAN

13rd. PT.

BW1

BW2

BW3

BW4

BW5

BW6

760 plf

760 plf

664 plf

664 plf

885 plf

885 plf

FLOOR SHEATHING TO BE 34" PLYWOOD OR OSB (U.N.O), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT

(FLOOR TRUSSES).NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVENNAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ONEDGES AND 12" IN FIELD.

1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBINGTO AVOID CONFLICT.2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER.3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATIONREQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE.

1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO

TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS.3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE

SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4.4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS.

6. MID OR 13 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END.

7. BASE PLATE TO BE ATTACHED TO FOOTING USING 12" J-BOLTS OR EPOXY

ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS &AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET-XP EPOXY W/ EPOXYANCHORS.

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 ONLYSUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOBE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BEATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLTATTACHMENT 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 BASECONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUDTOP/BOTTOM AND HAVE A J-BOLT OR EPOXY ANCHOR WITHIN 6" FROM THECOLUMN.

12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FORFURTHER REVIEW.

13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. AREADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA.SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2-STORY OPEN AREAS INSTALLNON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINSTCONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROMTRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILSWF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR(2)12d NAILS TO EACH FLOOR TRUSS.

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

570 plf

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

SP4 W/(6)

10d x 112" NAILS

16" SPFBW13 MID-SPAN280 plfSP4 W/(6)

10d x 112" NAILS

@ 32"o.c.

SP4 W/(6)

10d x 112" NAILS

@ 32"o.c.

12" SPFBW14 MID-SPAN380 plfSP4 W/(6)

10d x 112" NAILS

@ 24"o.c.

SP4 W/(6)

10d x 112" NAILS

@ 24"o.c.

STANDARD HEADER NOTES

ROOF NOTES:

GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENTEDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISDRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.

8.

1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.

2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS ANDELEVATIONS 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 WALLSAND 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 TRUSSBOTTOM 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 BECONTINUOUS FROM FLOOR TO CEILING.

6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWINGADDITIONAL 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 REQUIREMENTSOF ALL HARDWARE BEFORE INSTALLATION.

10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE ISABOVE THE GARAGE.

11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEENPROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TOCONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOPDRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEWAND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THEPLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSSSHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION ORTRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. ISNOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IFCONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESSLAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.

9. ALL TRUSS-TO-TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEYTRUSSES

12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THEROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER ANDBUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75lb MIN POINT LOAD SHOULD BEADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTEDAREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHERTHE CONTRACTOR OR A/C SUPPLIER.

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

TO POST: SIMP. HTS20 OR MSTA18TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILSTO MASONRY: SIMP. HU48 OR HUC48

w/(6)10d NAILS & (14) 14"x23

4" TAPCONSON MASONRY: (1) SIMP. MSTAM24

TO POST: SIMP. HTS20 OR LSTA18TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILSTO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d

NAILS & (18) 14"x23



NAILS & (18) 14"x23



NAILS & (18) 14"x23



NAILS & (18) 14"x23



NAILS & (18) 14"x23


TO POST: (2) SIMP. HTS20 OR LSTA18ON MASONRY: (2) SIMP. MSTAM24

* U.N.O.FASTEN LVL PLIES TOGETHER USING (4)ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.EACH SIDE

TO POST: (2) SIMP. HTS20 OR LSTA18ON MASONRY: (2) SIMP. MSTAM24

* U.N.O.FASTEN LVL PLIES TOGETHER USING (3)ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.EACH SIDE

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 OF12d 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 WITHOUTWRITTENAPPROVAL FROM THE E.O.R.

6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS

HEADER SCHEDULE

TAG HEADER FASTENERS

H2x6 (2)2x6 #2 SYP w/ 12" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6)

16d NAILS


16d NAILS


16d NAILS


16d NAILS

H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6)16d NAILS




H3x12 (3) 2x12 #2 SYP w/ 12" FLITCH

PLATE BETWEEN PLIESATTACH KING STUD TO HEADER w/(10)

16d NAILS

HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING

OPENING SIZESEE PLAN FOR WALL WIDTH

JACKS @ EA. END KINGS @ EA. END

1'-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

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 THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO.

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEARWALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.

AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTORTO FOLLOW THE DETAILS INDICATED BELOW:

OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASECONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUTON PLANS OR SHEATHING IS NOT CONTINUOUS)

OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPSSHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS ORSHEATHING IS NOT CONTINUOUS)

AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.

1.

2.

STANDARD 2ND FLOOR FRAMINGNOTES:

3.

WALL LEGEND

= 9'-4" T.O.M.



ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B

WALLS WITH PLASTER OR STUCCO FINISHES

WALL HEIGHT

8'-0"

9'-0"

9'-4"

10'-0"

EXTERIOR FRAME WALL NOTES

EXTERIOR FRAME WALLSCHEDULE

1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREDTO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FORREQUIRED STUD SPACING.

2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS& NAILING PATTERN.

2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVENAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OFSHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FORREVIEW OF EXTERIOR STUDS

3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BEMIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS

4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO

FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.

(PARK SQUARE)

STUD & SPECIES SPACINGINTERIOR ZONE

SPACINGEND ZONE

2x4 SPF #1/#2 16" O.C. MAX

2x4 SPF #1/#2 16" O.C. MAX

2x4 SPF #1/#2 16" O.C. MAX

16" O.C. MAX

16" O.C. MAX

16" O.C. MAX

16" O.C. MAX

12" O.C. MAX2x4 SPF #1/#2

H2

x6H

2x6

H2

x6

H2

x6

H2x6 H2x6 H2x6

H2x6

H2

x6

H2x6 H2x6

B2x12 TOP @9'-0" ABOVE2ND F.F.

B2x12 TOP @9'-0" ABOVE2ND F.F.

B2x12 TOP @ 9'-0"ABOVE 2ND F.F.

B

C 5WS04SD5

C5WS04SD5

A4WS04SD5

C5WS05SD5

C 5WS04SD5

3

H2

x6

12

NOTE: ATTACH WINDOWHEADER JACK STUD TOBUILT UP STUD COLUMNPER WF08/SD3

3ADD MIN. 2'-0" LONG, 2x6 SYP #2 SCABTO TRUSS BOTTOM CHORD. PITCH CUTEND OF SCAB TO MATCH ROOF SLOPE.ATTACH SCAB USING (2) ROWS OF 10dNAILS @ 6" O.C., ROWS STAGGERED 3".MAINTAIN MIN. 2" END & EDGEDISTANCE

ADD MIN. 2'-0" LONG, 2x6 SYP #2 SCABTO TRUSS BOTTOM CHORD. PITCH CUTEND OF SCAB TO MATCH ROOF SLOPE.ATTACH SCAB USING (2) ROWS OF 10dNAILS @ 6" O.C., ROWS STAGGERED 3".MAINTAIN MIN. 2" END & EDGEDISTANCE

H2x63

3

B18

B B 15

NOTE: ATTACH COLUMNTO BLOCKING BELOWUSING LSTA9

NOTE: TRUSSES BY

08/15/17ABS - 140 C

NOTE: ATTACH COLUMNTO BLOCKING BELOWUSING LSTA9

B 15

3

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JOB No.

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---

PSQ-2171397

AS INDICATED

08/16/17

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S7ABC SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND

1/4"=1'-0"

2x4 #2 SYP BLOCKING MIN. (3)BAYS W/(3) 12d TOENAILS EA.END @ 24"O.C.

ROOF SHEATHING ATTACHEDPER NAILING SCHEDULE

LOW ROOF TRUSS -SEE PLAN

2x6 #2 SYP BRACING @24" O.C. W/SIMPSONHGA10 TO TRUSS TOPCHORD AND (4) 12d NAILSTO ROOF BLOCKING

GRIDER TRUSS PERPLAN

2x4 #2 SPF STUDS @ 16" O.C.W/EXTERIOR SHEATHINGFROM TOP OF WALL TOBOTTOM OF GIRDER. ATTACHSHEATHING PER NAILINGSCHEDULE

2x4 #2 SYP CONT. W/(3)12dNAILS @ EA. STUD MAX. 16" O.C.

3/4" FLOOR SHEATHING - ATTACHPER NAILING SCHEDULE

SECTION @ TALL GIRDER3/4"=1'-0"

45°

2x4 SPF#2 NAILER. ATTACH TO EACHSTUD W/ (3) 12d NAILS @ 16" O.C.

CRICKET BY BUILDER

ROOF SHEATHING PER PLAN.ATTACH PER NAILING SCHEDULE

TRUSS PER PLAN. ATTACH TOCMU USING HETA16 U.N.O.

2x4 SYP#2 BLOCKING BETWEEN TRUSSES. ATTACHUSING (3) 12d TOE-NAILS EACH END. AT COLUMNLOCATIONS, (2) 2x6 SYP#2 BLOCKING REQUIRED W/(2) A34 EACH END TO TRUSS

2x4 SPF#2 BOTTOM PLATE. ATTACHTO EACH TRUSS / BLOCKING BELOWUSING (2) 1/4"x 3 1/2" SIMPSON SDSSCREWS @ 8" O.C.

1'-4"MAX 13'-4"

VARIFY IN FIELD

2x4 SPF#2 BRACE @ MID-HEIGHT OF LOW WALL@ 16" O.C. ATTACH USING (4) 10d NAILS

9'-4"

WALL SHEATHING PER PLAN. ATTACH PERNAILING SCHEDULE

2x4 SYP#2 P.T. BOTTOM PLATE. ATTACH TO CMU USING1/2" J-BOLT OR THREADED ROD EPOXY ANCHOR @ 32"O.C. MAX & 6" FROM ENDS. MIN. 7" EMBEDMENTREQUIRED. NUT & WASHER REQUIRED @ EACH BOLT

2x4 SPF#2 STUDS @ 16" O.C. MAX. ATTACH TO PLATESUSING (3) 12d TOE-NAILS TOP & BOTTOM. ATTACH LASTSTUD OF LOW WALL TO FULL HEIGHT STUD USING (2)ROWS OF 10d NAILS @ 12" O.C., ROWS STAGGERED 6"

CMU WALL PER PLAN

DOUBLE 2x TOP PLATE PER PLAN

SECTION @ TALL GIRDER3/4"=1'-0"

2x4 SPF #2 BOTTOM PLATEPER PLAN. ATTACH TOGIRDER BELOW USING (2)ROWS OF 12d NAILS @ 12"O.C. ROWS STAGGERED 6"

2x10 SYP #2 LEDGER. ATTACHTO EACH TRUSS WEB USING (4)EQUALLY SPACED 1/4"x3-1/2"SIMPSON SDS SCREWS

WALL SHEATHING PER PLAN. ATTACH PERNAILING SCHEDULE

WATERPROOFINGBY BUILDER

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

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BLDG DESIGN:

DRAFTING:


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S8NOT USED

NOT USED

NOT USED

BEARING/ SHEARWALL CONNECTION TO CMU3/4"=1'-0"

BEARING/ SHEARWALL CONNECTION TO CMU3/4"=1'-0"

TYPICAL FILLED CELL w/ 3000psi CONC. w/(1) #5 REBAR VERT.VERIFY w/ PLAN FOR REQ'DLOCATIONS

REFER TO PLAN FOR ADDITIONALWALL FRAMING INFORMATION

STD HOOK

CMU WALL AS REQ'D PER PLAN

TYPICAL TIE BEAM w/ 3000psi CONC. w/(1) #5 REBAR CONT.

THIS DETAIL APPLIES TO THEFOLLOWING CONDITIONS:

(1) EXTERIOR FRAME WALL TO CMU(2) INTERIOR FRAME SHEAR WALL TO CMU(3) INTERIOR LOAD BEARING FRAME WALL TOCMU WALL

PT BASE PLATE

BLOCKING AS SPECIFIEDIN BEARING WALL SCHEDULE

12" J-BOLTS OR 1

2" THREADED ROD,6" FROM EA. END OF WALL , WALLOPENINGS & AT 32"o.c. MAX. (6" MIN.EMBED.) w/ 2"x2" SQ. WASHERS

212" MASONRY NAILS

(HAND OR POWER DRIVEN)@ 16"o.c. MAY BE USED I.L.O.J-BOLTS FOR WALLS THAT DONOT CARRY UPLIFT

(4) EQ. SPACED 12" TITEN HD ANCHORS w/

MIN. 1 34"" EMBEDMENT FOR HOLLOW

BLOCK OR 3 1/2" EMBEDMENT FOR SOLIDBLOCK. MAX. 6" FROM TOP AND BOTTOMOR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"FROM TOP AND BOTTOM AND 12" O.C.BETWEEN

2x PT STUD OR ALTERNATE 1x PTFURRING TO CMU W/ 2x FRAMING PERPLAN

(2) 2x TOP PLATE W/(3) 12d END NAILS TO LAST STUD

OF OPENINGCL

BO

LT

S S

TA

RT

8"

MA

XA

BO

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GA

RA

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CU

RB

6"

GARAGE BUCK DETAIL1/2"=1'-0"

2x6x12 P.T. CENTERBUCK

1/2" J-BOLT w/ 5-1/2"EMBED.CENTERED

GARAGE WALLBEYOND

2x6 P.T. BUCK EACHSIDE OF OPENING

(5) 1/2" DIA. J-BOLT W/5-1/2" EMBED. AT EA.DOOR BRACKET, EA.SIDE OF DOOR.PROVIDE 2"x2"WASHER W/ EA.ANCHOR. (1st BOLT TOBE 8" MAX. ABV. CURB,REST EQ. SPACED~24" O.C.)

2x6 P.T. NAILERATTACHED w/ (1) 1/4"x2-3/4" TAPCONS @ 24"O.C. AMX. & 4" FROMENDS

KNEEWALL ABOVE MASONRY WALL1"=1'-0"

EXT. SHEATHINGATTACHED PERNAILING SCHEDULEFROM TOP OFKNEEWALL TO BOTTOMOR SP2 CLIPS AT TOPAND SP1 CLIPS ATBASE ARE REQ'D.

2x BLOCKING

2x P.T. PLATE

1/2" x 8" J-BOLT OR EPOXYANCHOR @ 32" O.C. & 6"FROM EA. END W/WASHER, CENTER ONBASE PLATE

TOP KNOCK OUTCOURSE W/ (1) #5CONT.

MASONRY WALL PERPLAN

PRE-ENGINEEREDTRUSSES PER PLAN @24" O. C. MAX.

H10A U.N.O.

DOUBLE 2x TOP PLATE

MIN 2x4 STUDS @ 16"O/C

IF REQ'D, PROVIDECLOSURE WALL w/SINGLE TOP AND BASEPLATE w/ (2) 16d NAILSTO TRUSS. STUDS @24" O.C. & EXT.SHEATHING INSTALLEDPER NAILING PATTERN

CRICKET AS REQUIRED

MAIN SPAN ROOFTRUSS

META16 U.N.O.

2x BUCK DETAIL1/2"=1'-0"

PRE-CAST LINTEL PERPLAN

SIZE TAPCONS SPACING

P.T. BUCK FASTENER SCHEDULE

# ROWS

P.T. BUCKS PERSCHEDULE

1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OFWINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGEOF BUCK.

2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OREQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TOSTRUCTURE BY OTHERS IN THIS CASE.

3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TOEXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILSSTAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.MAX. 2 PLIES OVER INITIAL P.T. BUCK.

4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMEOPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET.

5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLIDGROUTED CMU.

6. WINDOW OR DOOR INSTALLATION BY OTHERS

WINDOW/DOOROPENING SIZE ANDLOCATION PER PLAN(TYP).

MASONRY WALL PERPLAN (TYP).

OPENINGWATERPROOFING BYBUILDER/ OTHERS 1

2x62x8

3/16" x 3 1/4" 12" O.C.

22

2x4

12" O.C.12" O.C.

3/16" x 3 1/4"3/16" x 3 1/4"

1

1x61x8

3/16" x 2 1/4" 12" O.C.

22

1x4

12" O.C.12" O.C.

3/16" x 2 1/4"3/16" x 2 1/4"

KNEEWALL OVER MASONRY WALL3/4"=1'-0"

2x PT BOTTOMPLATE

PRECAST LINTEL ORKNOCK OUT COURSE

MASONRY WALL

STRUCTURALSHEATHING

FRAME OUT TO BLOCKEDGE

(2) 2x TOP PLATE

(2) 2x #2 SYP SEE PLANFOR BEAM SIZE (ONLYIF OPENING PROVIDEDPER PLAN)

MIN. 2x4 SPF #2 KNEEWALL w/ STUDS @ 16"O.C. w/ STRUCTURALSHEATHING FROMTOP OF WALL TOBOTTOM OF WALL.ATTACHED PERNAILING SCHEDULEOTHERWISE SP2 CLIPSAT TOP AND SP1 CLIPSAT BASE ARE REQ'D

1/2" x 8" J-BOLTOR EPOXY ACHOR @32" O.C. & 6" FROMEACH END W/ WASHER

H10A U.N.O.

KNEEWALL AT DOWNSET BEAM3/4"=1'-0"

MIN. 2x4 SPF #2 KNEEWALL WITH STUDS @16" O.C. W/STRUCTURALSHEATHING ON BOTHSIDES FROM TOP OFWALL TO BOTTOM OFBEAM. ATTACHED PERNAILING SCHEDULEOTHERWISE SP2 CLIPSAT TOP AND SP1 CLIPSAT BASE AREREQUIRED

SHEATHING PER PLAN

H10A U.N.O.

FRAME OUT TO BLOCKEDGE AS REQ'D

(2) 2x TOP PLATE

(2) 2x #2 SYP SEE PLANFOR BEAM SIZE

BUILDER FRAMERADIUS AS REQ'D

KNEEWALL AT UPSET BEAM3/4"=1'-0"

MIN. 2x4 SPF #2 KNEEWALL WITH STUDS @16" O.C. W/STRUCTURALSHEATHING ON BOTHSIDES FROM TOP OFWALL TO BOTTOM OFBEAM. ATTACHED PERNAILING SCHEDULE

SHEATHING PER PLAN

FRAME OUT TO BLOCKEDGE AS REQ'D

(2) 2x #2 SYP SEE PLANFOR BEAM SIZE

(2) 2x PLATE

BUILDER FRAMERADIUS AS REQ'D

H10A U.N.O.

TOP OF MASONRY

SEE ELEVATION

MAIN FLOOR

ELEV 0'-0"

VA

RIE

S

TYPICAL ONE STORY CMU WALL SECTION3/4"=1'-0"

RE. ELEV.FOR O.H.

CONC. SLAB -SEE FOUNDATIONPLAN FOR MORE INFO

PRECAST CONC. ORPOWERS STEEL SILLTYP. @ ALL WINDOWS

PRE-ENG.TRUSS PERPLAN, 24" O.C. MAX

SEE FRAMING PLANFOR CONNECTIONINFO

SEE ARCH PLANS FOROVERHANG INFO

TYP. SINGLE TIE-BEAMW/ (1) #5 CONT.GROUT SOLID

WINDOW PERFLOOR PLAN

EXT FINISH PER PLAN

VERT REINF. BEYOND


SEE FOUNDATIONDETAILS FOR FTG INFO

ROOFING MATERIALPER ARCHS

VERTICAL REINFORCEMENT DETAIL1/2"=1'-0"

VA

RIE

S

ENTIRE COLUMN TOBE GROUT FILLED

U.N.O. SE

E P

LAN

VA

RIE

S

NOTE: SEE MD08 ONLINTEL PLAN FORADDIT'L REBAR INFO

PROVIDE STANDARDHOOK

(1) #5 IN TIE BEAM

(1) #5 BAR IN PRECASTLINTEL

(2) #5's VERTICAL INGROUT FILLED CELL

(1) #5 VERTICAL INGROUT FILLED CELL (IFREQ'D PER PLAN)

SECTION @ DOUBLE BEARING3/4"=1'-0"

2x BRG WALL, SEEPLAN FOR STUD SIZE &SPACING. MIN (2) 2xUNDER GIRDER TRUSSU.N.O.

SIMPSON LSTA24 EACHSTUD

2x BRG WALL, SEEPLAN FOR STUD SIZE &SPACING. MIN (2) 2xUNDER GIRDER TRUSSU.N.O.

SEE PLAN FORCONNECTION

PRE-ENGINEEREDROOF TRUSS - SEEFRAMING PLAN FORSPACING

SEE PLAN FORCONNECTION

PRE-ENG. ROOFTRUSS PER PLAN

EXTERIOR SHEATHINGNAIL PER PLAN

SIMPSON SP4 OR SP2@ EACH STUD

DOUBLE TOP PLATE

ROOF SHEATHING,NAIL PER PLAN

2x BLOCKING

SEE FLOOR PLAN FORMORE BRG. WALL INFO

SE

E P

LAN

STEP @ BEARING FRAME WALL3/4"=1'-0"

ATTACH 2x TOBUILT-UP W/ (2)ROWS OF 10d NAILSSTAGGERED @ 8" O.C.

(2) 2x TOP PLATE

SIMPSON LSTA30 W/(22) 10d NAILS (ALLCORNER CONDITIONSSTRAP AROUNDTALLER STUD)

2x BLOCKING W/ (2)12d NAILS @ EACH END

(2) 2x BUILT-UP COL.

(2) 2x TOP PLATE

PLAN VIEW @ TOP OF POST

SIDE VIEW @ BASE OF POST

CORNER COLUMN FRAMING3/4"=1'-0"

SEE FOUNDATIONPLAN FOR ADDITIONALINFO

5/8" THREADED ROD w/NUT SET IN ADHESIVE

ABU POST BASE PERPLAN

PT POST PER PLAN

PT POST PER PLAN

EXT. BEAM PER PLAN

EXT. BEAM PER PLAN

LAP BEAM PLYS ANDNAIL AS SHOWN (5) 10dNAILS PER PLY

HTS20 CLIP FROMPOST TO BEAM

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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3 1/4" HOLD 1/2" J-BOLTS w/WASHERS (MIN. 6"EMBED) MIN. 6" FROMEACH END AND 32" O.C.MAX.

TIE BEAM COURSE w/ (1)#5 CONT.

SIMPSON A23 @ EACHBRACE TO PLATE

BEAM CONNECTION

CMU WALL CONNECTION

FASTEN SIDE WALLSHEATHING PER PLAN.

FRAME WALL CONNECTION

CLEAR SPAN CONNECTION

CMU WALL OR LINTELBELOW

PT 2x8 PLT., CANT. FORCLG. NAILING SURFACE

PROVIDE 16d NAILSGABLE END TRUSS TOPLT.@12" O.C. MAX.

***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***

SIMPSON A35 CLIPS @24" O.C.

CONTRACTOR TO FIELD VERIFY WHICHCONDITION IS REQUIRED. CONTACT EOR

FOR ADDITIONAL INFO AS REQ'D

2x TOP PLATE TO GABLE END W/16d NAILS @ 6" O.C.

2x4 STUDS @ 24" O.C. w/ SINGLEBASE & TOP PLATE w/ PLYWOODSHEATHING COVERING

FRAMING FOR FALSE BEAM, IF REQ'Dw/ (3) 10d NAILS @ EA. TRUSS BRACE

HO

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GABLE END @ FLAT CEILING CONNECTIONS3/4"=1'-0"

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NAIL GABLE ENDBOTTOM CHORD TOPLATE USING 10d NAILSAT 12" O.C.

2x4 BLOCKS.REFER TO GE02

(2) 10d NAILS @ EA.BOTTOM CHORD


(2) 10d NAILS@ EA. BOTTOMCHORD


(2) 10d NAILS@ EA. BOTTOMCHORD

BEAM PER PLAN

SHEATHING NOT REQ'DTO BE CONT. @ THETRANSITION FROMBEAM TO GABLETRUSS

SIMPSON LSTA18 @48" O.C. AND AT ENDS

SIMPSON H10ADIAGONAL TO BEAM

SHEATHING NOT REQ'DTO BE CONT. @ THETRANSITION FROMWALL TO GABLETRUSS


SIMPSON H10ADIAGONAL TO TOPPLATE

DOUBLE 2x TOP PLATE

EXT. SHEATHING;ATTACH PER PLAN

2x4 SYP #2 BRACING @ 24" O.C.FOR FALSE BM ATTACHMENT w/(3) 10d TOENAILS EA. END

A35 DIAGONAL TOTRUSS BOT. CHORD


SIMPSON LSTA18 @48" O.C. AND AT ENDS



VALLEYVALL

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FIELD FRAMED VALLEY DETAIL1/2"=1'-0"

2x8 RIDGE BOARD

FASTEN CONV. 2xVALLEY RAFTERFRAMING (OR PRE-ENGVALLEY TRUSSES) TO2x PLATE WITHSIMPSON MTS12 ORLSTA12 & (5) 8d NAILS@ EA. RAFTER TO PLT.

FASTEN SYP OR SPF2x6 (MIN.) PLATE THRUSHEATHING PER PLANW/ 1/4"x4-1/2" SIMPSONSDS SCREWS TO TOPCHORD OF EACHTRUSS BELOW

2x6 RAFTER TO 2x8RIDGE BOARD W/ A35ON (1) SIDE OFRAFTER & A35 ON ADJRAFTER TO OPP SIDE(AS SHOWN).

2x6 COLLAR TIE HALFWAY UP HEIGHT OFVALLEY. FASTEN w/ (5)10d COMMON NAILS @EACH END (TYP.)

2x6's @ 24" O.C. MAX.

H/2

ALL GABLEBRACING IS TO BESYP#2 OR BETTER

AA

GABLE BRACING (+)SEE CHART

H

2x4 DIAGONAL BRACE@ 48" O.C. TO 3RDBAY REQ'D w/STRONGBACK, SEECHART

UP TO 4'-8" NO BRACE REQUIRED

H GABLE BRACING (+)

4'-8" < H 7'-0" (1) 2x4 BRACE

7'-0" < H 9'-4" (2) 2x4 BRACE (SEE SECTION A-A)

9'-4" < H 14'-0" STRONGBACK W/ (1) 2x4 BRACE

14'-0" < H 18'-8" STRONGBACK W/ (2) 2x4 BRACE

2x4 ATTACHED TO EA.GABLE 2x4 BRACE WITH(2) 10d NAILS

2x6

10d COMMON NAILS @8" O.C.

A-A GABLE VERTICAL BRACING

GABLE VERTICAL

10d COMMON NAILS@ 6" O.C.

2ND 2x4 BRACE IFREQ'D, SEE CHART

1'-0" MAX PLYOOD CANT. O.H.SEE ELEV. FOR

O.H. SIZE

CONT. 2x4

2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOFSHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.(4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D

(1) A23 FROMSTRONGBACK TODIAGONAL

2x4 BRACE IF REQ'DSEE CHART.

45°

STRONGBACK IF REQ'D,SEE CHART

WHERE O.H. IS > 1'-0", DROPGABLES w/ OUTLOOKERS @ 24" O.C.TO RUN BACK TO 1ST COMMONTRUSS WITH (3) 12d TOENAILS.CONNECT TO DROP GABLE WITHH2.5 CLIP. MAX 2'-0" O.H.

GABLE END BRACING3/4"=1'-0"

GABLE BRACING CHART

(5) 16d NAILS BRACETO BLOCKING

PROVIDE 2x4 BRACETO EA. ADJ. DIAG.FASTEN TO DIAG. w/(2)16d NAILS.

GABLE BRACING @ 48"O.C. NOT REG'D 6'FROM EAVES

SEE GABLECONNECTION DETAILFOR REQ'DCONNECTIONS

GABLE ENDSHEATHING FASTENPER PLAN.

STRONGBACK IF REQ'DPER CHART

(4) 16d NAILS BRACE TOBLOCKING


2x4 SYP#2 BLOCKING @EA. BAY ADJACENT TOEA. DIAG. AS SHOWN.(4) BAYS MIN.

TYPICAL HEADER DETAIL1/2"=1'-0"

NOTE: CONTRACTOR TO NAIL1st KING STUD INTO HEADERPER HEADER SCHED. THENATTACH ADDIT'L KINGS ASREQ'D. SEE SCHED. FORNUMBER OF KING AND JACKSTUDS REQ'D.

DOOROPENING

(2) ROWS 12d NAILSSTAGGERED @ 12"O.C. EA. FACE OR (3)ROWS 12d NAILSSTAGGERED @ 12"O.C. FOR 2X10 ORGREATER HEADER

2X STUDS TYP.

ATTACH JAMB STUDSPER WF08/SD3

P.T BASE PLATE

LSTA30 HEADER TOSTUDS U.N.O.

BASE PLATE TO BEATTACHED TO FTGUSING 1/2" Ø J-BOLTSOR EPOXY ANCHOR @6" FROM EA. END OFBASE PLATE & WALLOPENINGS & 32" O.C.W/ 7" MIN EMBED. & 2"WASHER. AT SLABSTEP DOWNS, EMBED.MUST BE 7" BELOWSTEP

SP4 @ BASE OF EA.STUD U.N.O. SEEBEARING WALLSCHEDULE FORMORE INFO.

2x #2 SPF CRIPPLES AT16" O.C. W/ SP4 AT TOPAND SP1 AT BASE

ROOF SHEATHING,FASTEN PER PLAN

2x4 #2 SYP CONT. w/ (2)16d COMMON NAILSEA. STUD OR TRUSSMEMBER, TYP. (MAX.24" O.C.). IF MASONRY,USE (2) 1/4" TAPCONSw/ MIN. 2" EMBED. @24" O.C.

TRUSS PER PLAN

WOOD/MASONRYWALL OR TRUSS, SEEPLAN (TRUSS SHOWN)

LEDGER @ LOW ROOF1-1/2"=1'-0"

NON-BEARING WALL1/2"=1'-0"

SIMPSON DTC @ EACHHORIZONTAL BLOCKLOCATION. ATTACH W/

(6) 8d NAILS (MAX. 14"

VERTICAL GAPBETWEEN 12" LONGBLOCK & TRUSSBOTTOM CHORD/TRUSS BLOCKING.)

ROOF SHEATHING PERPLAN ATTACH PERNAILING SCHEDULE

2x BLOCKING x 12"LONG @ HORIZONTALBLOCKING LOCATIONFOR CLIPATTACHMENT. ATTACHTO WALL SINGLE TOPPLATE W / MIN. (4) 8dNAILS.

2x4 SYP #2 BLOCKING@ 48" O.C. MAX. W/ (3)12d TOE-NAILS @ EA.END. REDUCESPACING TO 24" O.C.@ WALLS CARRYINGLOADS SUCH ASCABINETS OR HEAVYSHELVING

SINGLE 2x TOP PLATE

HOLD TOP OFNON-LOAD BEARING

WALL DOWN 1- 12"

BELOW BOTTOM OFTRUSS BOTTOMCHORD.

TYP. NON-LOADBEARING WALL PERPLAN. STUDS @ 24"O.C. MAX. STUDSPACING TO BEREDUCED DOWN TO16" O.C. MAX. @LOCATIONS CARRYINGLOADS SUCH ASCABINETS OR HEAVYSHELVING.

1 1

/2"

SIMPSON DTC @ 48"O.C. ATTACH W/ (6) 8d

NAILS (MAX. 14"

VERTICAL GAPBETWEEN 12" LONGBLOCK & TRUSSBOTTOM CHORD/TRUSS BLOCKING.)REDUCE DTC SPACINGTO 24" O.C. FORWALLS CARRYINGLOADS SUCH ASCABINETS OR HEAVYSHELVING

2x BLOCKING x 12"LONG @ TRUSSLOCATION FOR CLIPATTACHMENT, @ 48"O.C. ATTACH TO WALLSINGLE TOP PLATE W /MIN. (4) 8d NAILS.

TRUSSES AT 24" O.C.

SINGLE 2x TOP PLATE

HOLD TOP OFNON-LOAD BEARING

WALL DOWN 1- 12"

BELOW BOTTOM OFTRUSS BOTTOMCHORD.

TYP. NON-LOADBEARING WALL PERPLAN. STUDS @ 24"O.C. MAX. STUDSPACING TO BEREDUCED DOWN TO16" O.C. MAX. @LOCATIONS CARRYINGLOADS SUCH ASCABINETS OR HEAVYSHELVING.

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

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1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE

1" EDGE 1 1/2" EDGE

8"

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(2) 2x COLUMN

TYPICAL BUILT-UP STUD COLUMN DETAIL1-1/2"=1'-0"

OUTSIDE 2x's

(3+) 2x COLUMN

10d x 3" COMMON OPP.SIDE

10d x 3" COMMON

10d x 3" COMMON

10d x 3" COMMONOPP. SIDE

OUTSIDE (2) 2x4's

10d x 3"

10d x 3" OPP. SIDE

A

A

PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH ENDTO TOP CHORDS OF TRUSSES BELOW WHENBOTTOM PLATE DOES NOT LINE UP ABOVE TRUSSBELOW AND CONNECT w/ HTS20 @ 32" O.C.

CONT. ROOF SHEATHING NAIL PER PLAN

LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLITROOF SHEATHING FOR STRAP

2x STUDS @ 16" O.C. FOR KNEE WALL

B

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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOWE

2x PLATES OVER ROOF DECK PER VALLEYFRAMING DETAIL

F

DOUBLE TOP PLATEG

SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS ORRAFTER

H

NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASETRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.

NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D

COMMON TRUSS PER PLAN OR CONV. FRAMING w/STRUCTURAL SHEATHING PER PLAN AND ROOFFINISH PER ARCHSFIN

J

CURVED ROOF TRUSSES PER PLAN OR CURVEDRAFTERS w/ (2) LAYERS 3/4" CDX SHEATHINGNAILED @ 6" O.C. STAGGERED

K

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DORMER FRAMING DETAIL1/4"=1'-0"

MIN. H2X6HEADER

MIN. H2X6HEADER

END VIEW w/ WOOD

END VIEW w/ CMU

ARCH WINDOW FRAMING DETAILS3/4"=1'-0"

ARCH PER ELEV

ARCH PER ELEV

PRECAST LINTEL PERPLAN


NOTE: CUT BACK 2x8P.T. @ TOP TO ALLOWCONT. 2x4 BLOCKINGAROUND CURVE. MIN.2 TAPCON ANCHORSPER 2x8

2x8 W/ (2) 16d TOENAILS EA. END

2x SPF CONT.BLOCKING ATTACH TO7/16" OSB W/ (2) 8dNAILS

7/16" OSB EA. SIDE, W/6d NAILS @ 16" O.C. TOSIDE & TOP NAILER

HEADER (SEE PLAN)

7/16" O.S.B. EA. SIDE

2x BLK'G. TO O.S.B. W/(2) - 8d EACH END

2x BUCKS,

7/16" OSB EACH SIDE,W/ 6d NAILS @ 16" O.C.TO SIDE & TOP NAILER

2x4 SPF CONT.BLOCKING ATTACH TO7/16" OSB W/ (2) 8dNAILS

2x W/ (2) 16dTOE NAILSEACH END

(3) 16d COMMONNAILS (TYP.)

HEADER PERLOCATION

LINTEL (SEE PLAN)

7/16" O.S.B. EA. SIDE

2x BLK'G. TO O.S.B. W/(2) - 8d EACH END

2x BUCK PER MD04THIS SHEET

SP4 DOUBLE TOP PLATETO EACH CRIPPLE STUD

(2) ROWS 12d NAILSSTAGGERED @ 12: O.C.EA. FACE OR (3) ROWS12d NAILS STAGGERED@ 12" O.C. FOR 2X10OR GREATER HEADER

LSTA30HEADER TOSTUDS U.N.O.

***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING***

GABLE END @ FLAT CEILING w/ BOSTON HIP3/4"=1'-0"

1'-0" MAX PLYWOOD CANT. O.H.SEE ELEV. FOR

O.H. SIZE

2x4 BLOCKS, (2) 16dNAILS @ EA. END.BLOCK ADJ. BAYS @EA.DIAG. AS SHOWN.FASTEN ROOFSHEATHING TOBLOCKS w/8d NAILS@ 6" O.C.

(5) 16d NAILS BRACETO BLOCKING

PROVIDE 2x4 BRACETO EA. ADJ. DIAG.FASTEN TO DIAG.w/(2)16d NAILS.

GABLE BRACING @ 48"O.C. MAX. 45° FROMHORIZONTAL (+/- 10°)BRACE NOT REQUIRED6' FROM EAVES.

PROVIDE BLOCKINGBETWEEN TRUSS BAYS@ 48" O.C. FOR FIRST 3BAYS

SEE PLAN FORSUPPORT AND TIEDOWN OF JACKTRUSSES

WHERE O.H. IS > 1'-0",DROP END GABLE w/OUTLOOKERS @ 24"O.C. TO RUN BACK TO1ST COMMON TRUSSWITH (3) 12d TOENAILS.CONNECT TO DROPGABLE WITH H2.5 CLIP.MAX 2'-0" O.H.

CONT. 2x4

2x4'S @ 24" O.C.

GABLE ENDSHEATHING FASTENPER PLAN

SPLICE AS REQ'D

PROVIDE 2x BLOCKINGFOR NAILING

TRUSS PER PLAN

SIMPSON H10A DIAG.TO BLOCKING

SEE GABLECONNECTION DETAILFOR REQ'DCONNECTIONS

WALL PER PLAN(FRAME WALL SHOWN;MAY ALSO BEMASONRY)

SHEATHING PER PLAN

SCAB TO

OVERLAP TRUSS

2x LENGTH OF OH

SCAB TO

OVERLAP TRUSS

2x LENGTH OF OH

CONDITION @ CMU WALL CONDITION @ FRAME WALL

TYPICAL SCAB OVERHANG3/4"=1'-0"

SEE ELEV. FORO.H. SIZE

SEE ELEV. FORO.H. SIZE

2x SCAB w/ 10d NAILS@ 4" O.C.

PER-ENG TRUSSESPER PLAN

TRUSS CONNECTIONPER PLAN

CMU WALL PER PLAN


2x4 FRAMING @ 24"O.C. MAX.

PROVIDE (4)10d x3"NAILS AT JOINT

2x6 SUB FASCIA

(2) 8d TOE NAILS TOLEDGER

2x4 PT LEDGER W/1/4" x4" TAPCONS @ 12"O.C.

2x FRAME WALL PERPLAN

PER-ENG TRUSSESPER PLAN

2x SCAB w/ 10d NAILS@ 4" O.C.

2x4 LEDGER W/ (2) 16dNAILS @ 16" O.C.

(2) 8d TOE NAILSTO LEDGER

2x6 SUB FASCIA

PROVIDE (4) 10d x 3"NAILS AT JOINT

2x4 FRAMING @ 24"O.C. MAX.


TRUSS CONNECTIONPER PLAN

SH

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


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SHEATHING DIAGRAM

DOUBLE NAIL EDGE SPACING4

NOTE:

7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFTRESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPTAS NOTED ON PLANS.

SAME THICKNESS ANDSTRENGTH AXIS ORIENTATION AS WALL SHEATHING ISREQUIRED BETWEEN STUDS.

EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOTTO BEAR ON MASONRY OR CONCRETE UNLESS FELTPAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OFPLYWOOD SHOULD BE MAINTAINED

SHEATHING SPLICE DETAIL

2

TYP.AROUNDOPENING

CUT TO FITOPENING SIZE

FLOOR SYSTEM 7

NAIL SHEATHING AT FRAME WALL BOTTOMPLATEAND AT FLOOR TRUSS TOP & BOT.PLATES USING (1)ROW OF 8d COMMON NAILS @ 3" O.C.NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3"O.C.

NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS@ 3" O.C.

NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C.U.N.O. ON PLANS

STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8dCOMMON NAILS @ 3" O.C.

'A' = NAIL SPACING

EXTERIOR SHEATHING SCHEDULEMERITAGE SCALE: 3/4"=1'0"

3/8"

NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IFNAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BEREMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING ISOVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS

2x DBL TOP PLATEBEYOND

7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED ASUPLIFT RESISTANCE: NO OTHER FASTENERSREQ'D. EXCEPT AS NOTED ON PLANS.

WALL SHEATHINGSPLICE, SEE SPLICEDETAIL. MAX 1/8"SPACE BETWEENPANELS

2x STUDS BEYOND,SEE PLAN FOR MOREINFO

2x BOTTOM PLATEBEYOND SEE PLAN

EXTERIOR SHEATHING

SHEATHING SPLICE,BETWEEN EXTERIORSHEATHING &BLOCKING

JOINT, MAX. 1/8" GAP

NAILING PERSCHEDULE

2x4 BLOCKING PLACEDFLATWISE (2) 16dNAILS EACH END

STUD

GYPSUM WALLBOARD

SHEATHING PER PLAN

1/2"

1/2"

HEADER @ POCKET SLIDER w/ TRANSOM1/2"=1'-0"

SEE TRUSS PLAN FORMORE INFO &CONNECTION

2x8 w/ (2) 10d NAILS @3" O.C. TO EA. 2x6VERTICAL

2x6 #2 SYP P.T. CONT.w/ (2) 1/4" x 3 1/2"TAPCONS @ 12" O.C.SPACED EVENLYVERTICALLY

SLOPE AS REQ'D

2x12 BOX HDR w/ 2x8'sTOP & BOT., 2x8 TO2x12 w/ 10d X 3" NAILS@ 6" O.C. 2x12 ATWALL TO PRECASTLINTEL w/ (2)ROWS OF1/4" x 4" TAPCONS @16" O.C. MAX.STAGGERED

TRANSOM BETWEENLINTELS

POCKET SGDATTACHMENT BYBUILDER

LINTEL PER PLAN

STD CONDITION @ CMU

VAULTED CONDITION @ CMU

STD CONDITION @ FRAME WALL

SE

E P

LAN

BEARING CONDITION @ CMU WALL

ALTERNATE BLOCKING @ FRAME CONDITION

NON-BEARING WALL CLIP DETAIL3/4"=1'-0"

2x WALL, SEE PLAN

WALL SHEATHING PERPLAN

2x4 SYP #2 BLOCKING,@ 24" O.C. W/ (2) 12dEND NAILS @ EACHEND.

SIMPSON DTC, (2) 8dNAILS INTO BLOCKING,(4) 8d NAILS TO TOPPLATE

MASONRY WALL ORLINTEL SEE PLAN

TRUSS PER PLAN

2x4 #2 SYP P.T.BLOCKING @ 24" O.C.W/ (2) 12d END NAILS@ EACH END

DTC CLIP, (2) 8d NAILSINTO BLOCKING, (2)3/16" x 2 3/4" TAPCONSIN CMU. OR SIMPSONMETA16

LINTEL PER PLAN

LAY 2x4 BLOCKING @24" O.C. OVER THETOP OF THE BOTTOMCHORD. ATTACH W/ (2)10d NAILS @ EACHTRUSS @ 24" O.C.

TRUSS PER PLAN

DTC CLIP, (2) 8d NAILSINTO BLOCKING, (2)3/16" x 2 3/4" TAPCONSIN CMU. OR SIMPSONMETA16 @ 24" O.C.

MASONRY WALL ORLINTEL SEE PLAN

2x4 LEDGER W/ (2) 10dNAILS @ EACH WEB

(2) 16d TOE NAILSBRACE TO LEDGER

2x4 BLOCKING (2) 12dNAILS, TOENAILED @EACH END.AT 24" O.C. ROOF SHEATHING

PER PLAN

TRUSS PER PLANDTC CLIP, (2) 8d NAILSINTO BLOCKING, (4) 8dNAILS INTO TOP PLATE

DOUBLE TOP PLATE

EXTERIOR SHEATHING.ATTACH PER PLANFROM TOP OF WALLTO BOTTOM

2x8 #2 SPF STUDS AT16" O.C.

2x8 #2 SYP PT. BASEPLATE W/ 1/2" x 8"ANCHOR BOLT ORTITEN HD @ 32" O.C. &6" FROM EACH END

TRUSS PER PLAN

TRUSS PER PLAN

TRUSS PER PLAN

WHEN CLOSURE WALLIS 3FT OR TALLER - 2x4SYP#2 BOTTOMBLOCKING REQ'D @24" O.C. MIN (2) TRUSSBAYS W/ (3) 12dTOENAILS EACH END.ATTACH 2x4 LEDGERW/ (3) 12d NAILS @EACH STUD

2x WALL, SEE PLAN

WALL SHEATHING PERPLAN

2x4 SYP #2 FLATBLOCKING, @ 24" O.C.W/ (2) 12d END NAILS@ EACH END.

(4)10d NAILS @ EA.BLOCKING TOPLATE

TRUSS PER PLAN TRUSS PER PLAN

(2)10d NAILS TOBOTTOM CHORD@EACH END OFBLOCKING

(2)10d NAILS TOBOTTOM CHORD@EACH END OFBLOCKING

HEADER @ POCKET SLIDER 1/2"=1'-0"

LINTEL PER PLAN

SEE WALL CLIP DETAILFOR MORE INFO

2x4 #2 SPFBLOCKING @ 24" O.C.w/ (2) 16d END NAILSEACH END


2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACHTRUSS MEMBER

2x8 w/ (2) 10d NAILS @EACH VERTICAL

HEADER @ POCKET SLIDER1/2"=1'-0"

2x8 TO UNDER SIDE OFROOF SHEATHING


LINTEL PER PLAN


2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACHTRUSS MEMBER (TOPAND BOTTOM CHORDSALONG W/ WEBBING)


SEE PLAN

12

EXTERIOR WALL/TRUSS

4'-0" MAX.

TYPICAL SHED ROOF DETAIL1/2"=1'-0"

USE (3) SCREWS/TAPCONS FOR ALLCONDITIONS @ TILEROOF

2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X4½" SIMPS. SDS SCREWS @ 16" O.C. MAX.;TO GABLE END STUDS w/ (2) 1/4" X 3½"SIMPS. SDS SCREWS @ 16" O.C. MAX.;TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2)1/4" x 2 3/4" TAPCONS AT 12" O.C.USE (3) SCREWS/TAPCONS FOR ALLCONDITIONS @ TILE ROOF

2x4 SYP #2 LEDGER.TO STUDS OR BEAM w/(2) 1/4" X 4½" SIMPS.SDS SCREWS @ 16"O.C. MAX.;TO GABLE END STUDSw/ (2) 1/4" X 3½" SIMPS.SDS SCREWS @ 16"O.C. MAX.;TO MASONRY w/ 2x4 PTSYP #2 LEDGER w/ 1/4"x 2 3/4" TAPCONS @12"O.C.

SHEATHING PER PLAN

(4) 10d NAILS FORCONV. FRAMEDMEMBERS ONLY

2x4 SYP #2 ORPRE-ENGINEEREDROOF TRUSSES @ 24"O.C. MAX.DESIGNED FORSHINGLE ONLY

FASCIA PERCOMMUNITY SPECS

SIMPSON H3 CLIP

SIMPSON H3 CLIP

HEADER @ POCKET SLIDER w/ TRANSOM1/2"=1'-0"

2x8 w/ (2) 10d NAILS @EACH VERTICALPOCKET SGD

ATTACHMENT BYBUILDER

2x6

2x6 #2 SYP P.T. CONT.w/ (2) 1/4" x 3 1/2"TAPCONS @ 12" O.C.SPACED EVENLYVERTICALLY

SLOPE AS REQ'D

TRANSOM BETWEENLINTELS

LINTEL PER PLAN


2x4 #2 SPFBLOCKING @ 24" O.C.w/ (2) 16d END NAILSEACH END


2x4 #2 SYP P.T. @ EA.TRUSS w/ (4) 12d NAILSINTO TRUSS & (3) 12dTOENAILS INTO OTHERTRUSS

2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACHTRUSS MEMBER

TYPICAL TOP PLATE SPLICE @ BRG. WALL3/4"=1'-0"

NOTE:PLATE LENGTHS MUST BE ATLEAST 8'-0" LONG. TYP.

TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)

48" MIN.

48" MIN.

PIPE OR DUCT W/PENETRATION OFMORE THAN 50% OFTOP PLATE WIDTHINSTALL SIMPSONPSPN516Z W/ (12) 16dNAILS TYP. TOP & BOT.

(2) 10d NAILS @ 3" O.C.WITHIN 48" OF SPLICETHEN (2) ROWS 10dNAILS @ 8" O.C.OTHERWISE

TOP SPLICE @DOUBLE 2X4TOP PLATE

BOTTOM SPLICE OVERSTUD

2x4 WALL BEYOND AGAINST2x8 STUDS ATTACHED PER(WF08/SD3)

ATTACH 2x8 STUDS TO TOPPLATE W/ (4) 12d TOE-NAILSTYPICAL AT ALL LOCATION

PROVIDE 2x4 ON TOPOF 2x8 TO PAD OUTTOP PLATE. ATTACHW/ (2) 10d NAILS 3" O.C.(SOLID BLOCK W/ 2x6)

DOUBLE 2x4 TOPPLATE

DOUBLE 2x8 TOPPLATE

TOP SPLICE

OVERLAP TOP PLATEAT CORNER

TOP PLATE CORNER TRANSITION

NAIL BOTTOM PLATETO EACH PLY OFBUILT UP COLUMNBELOW W/ (2) 10dNAILS

ATTACH 2x4 STUDS TOTOP PLATE W/ (3) 12dTOE-NAILS TYPICAL ATALL LOCATION

NAIL FIELD INSTALLED TOPPLATE TO FRAME WALL OR PREASSEMBLED WALL PANEL W/ (2)10d NAILS @ 8" O.C. (FOLLOWNAILING REQUIREMENTS THISDETAIL FOR ALL TOP PLATESPLICE LOCATIONS)

ATTACH 2x4 STUDS TOTOP PLATE W/ (3) 12dTOE-NAILS TYPICAL ATALL LOCATION

(2) 10d NAILS @ 3" O.C.WITHIN 48" OF SPLICETHEN (2) ROWS 10d NAILS@ 8" O.C. OTHERWISE

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

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FULL SHEET

NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLYREQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHENTHE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TOBOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW(ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVELSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TOTRANSFER LATERAL LOADS

HEADER CONNECTION @ 2nd FLOOR HIGH BM3/4"=1'-0"

SIMPSON LSTA30 w/(11) 10d TO STUDSABOVE PLATE U.N.O.

SEE FRAMING PLANFOR FLOORCONNECTION

FLOOR GRIDER ORBEAM

(2) 2x SILL AT WINDOWw/ 2x CRIPPLE STUDSAT EA. END NAILED TOSTUD PACK w/ 10dNAILS @ 8" O.C. THENSTUDS @ 16" O.C.ATTACH SILL w/ (2) 10dTOE NAILS AT EA. ENDOF SILL (MAX OPEN'GWIDTH 4'-0"). USE A35CLIP AT EA. END FOROPENINGS GREATERTHAN 4' BUT LESSTHAN 6'

SOLID SHEATHING @HEADER

(2) 2x SPF TOP PLATEU.N.O. ON PLAN

HEADER - SEE 2NDFLOOR PLAN FOR MIN.HEADER SIZE & REQ'DJAMB STUDS

IF HEADER IS UPSETAND WINDOW ISLOWER: (1) 2x SILLPLATE w/ (2) 10dTOENAILS. EXT.HEADER OPENINGSLESS THAN 4FT:(1) 2xSILL PLATE w/ (2) 10dTOENAILS. OPENINGLARGER THAN 4FT: (2)2x SILL PLATE w/ A35CLIPS EACH SIDE w/ 2xCRIPPLES @ 16" O.C.w/ (2) 10d TOENAILST&B (PLYWOODSHEATHING REQ'DT&B)

SIMPSON LSTA30STRAP (MAX 10°ANGLE) W/ (22) 10dNAILS. BEND STRAPOVER TOP PLATE MIN.3", THEN RUN DOWNFACE OF JAMB STUDS/HEADER

EXTERIOR SHEATHINGFROM TOP OF WALLTO BOT. RIBBON, NAILPER PLAN

SIMPSON SP4 w/ (6) 10dx1-1/2" @ 24" O.C. (USESP6 @ 2x6 STUDS &SP8 @ 2x8 STUDS)

FULL SHEET

NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLYREQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHENTHE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TOBOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW(ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVELSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TOTRANSFER LATERAL LOADS

HEADER CONNECTION @ 2nd FLOOR3/4"=1'-0"

NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED

SOLID SHEATHING @HEADER

(2) 2x SPF TOP PLATEU.N.O. ON PLAN

HEADER - SEE 2NDFLOOR PLAN FOR MIN.HEADER SIZE & REQ'DJAMB STUDS

IF HEADER IS UPSETAND WINDOW ISLOWER: (1) 2x SILLPLATE w/ (2) 10dTOENAILS. EXT.HEADER OPENINGSLESS THAN 4FT:(1) 2xSILL PLATE w/ (2) 10dTOENAILS. OPENINGLARGER THAN 4FT: (2)2x SILL PLATE w/ A35CLIPS EACH SIDE w/ 2xCRIPPLES @ 16" O.C.w/ (2) 10d TOENAILST&B (PLYWOODSHEATHING REQ'DT&B)

SEE FRAMING PLANFOR FLOORCONNECTION

2x TOP & BOT.RIBBONS, CONT.

PROVIDE BLOCKINGBELOW JAMBS

SEPARATE SHEATHINGUNDER WINDOW

SIMPSON LSTA30STRAP (MAX 10°ANGLE) W/ (22) 10dNAILS. BEND STRAPOVER TOP PLATE MIN.3", THEN RUN DOWNFACE OF JAMB STUDS/HEADER

EXTERIOR SHEATHINGFROM TOP OF WALLTO BOT. RIBBON, NAILPER PLAN

(2) 2x SILL AT WINDOWw/ 2x CRIPPLE STUDSAT EA. END NAILED TOSTUD PACK w/ 10dNAILS @ 8" O.C. THENSTUDS @ 16" O.C.ATTACH SILL w/ (2) 10dTOE NAILS AT EA. ENDOF SILL (MAX OPEN'GWIDTH 4'-0"). USE A35CLIP AT EA. END FOROPENINGS GREATERTHAN 4' BUT LESSTHAN 6'

MASONRY WALL SEEPLAN FOR MORE INFO

SIMPSON SP4 w/ (6) 10dx1-1/2" @ 24" O.C. (USESP6 @ 2x6 STUDS &SP8 @ 2x8 STUDS)

SIMP. HTT4

w/(18) 10d x 2 12" NAILS

TO POST (U.N.O. ON

FRAMING PLAN) & 58"

ALL THREAD w/7" MIN.EMBEDMENT INTO TIEBEAM USING SIMP. SETEPOXY

FLOOR TRUSS TO GIRDER CONNECTION3/4"=1'-0"

GIRDER TRUSS PERPLAN

SEE TRUSS LAYOUTFOR HANGER

SHEATHING PER PLANATTACH PER NAILINGSCHEDULE,CONTINUOUS FROMTOP OF TOP PLATE TOBOTTOM PLATE.

BEARING WALL PERPLAN

BOTTOM PLATEATTACH TO EACHTRUSS/BLOCKING

BELOW USING 14"x5"

SDS SCREWS @ 6" O.C.

TRUSS PER PLAN

(2)2x4 SYP#2BLOCKING BETWEENEA. TRUSS. ATTACHEACH END TO TRUSSUSING (4)16dTOE-NAILS

TWO STORY PERP. FLOOR CONNECTION3/4"=1'-0"


2x BOTTOM PLATE W/(2) 12d @ 12" O.C.

2x STUDS , SEEFRAMING PLAN FORSPACING AND GRADEAND SEE ARCH PLANTO VERIFY SIZE

SHEATHING PERDETAIL WF10/SD4

SYS. 42 FLOORTRUSSES @ 24" O.C.(MAX)

(2) ROWS 8d NAILS @3" O.C. WALLSHEATHING TOBOTTOM RIBBON

2x SYP #2 RIBBON (MIN2x4) TO TRUSS w/ (4)16d NAILS; BOTTOMRIBBON TO BE PT IFBRG DIRECTLY ONCMU

SEE CONNECTIONSCHEDULE

3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE

1/8" GAP BETWEENSHEATHING & CMU


1/2" GYP. CLG BD OR(2) 5/8" TYPE "X" WHENIN GARAGE

NOTE: IF WOOD WALL OR BEAM BELOW USESIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOORSYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16dSINKERS AND (14) 1

4"X2 14" TITENS TO MASONRY

A A

2nd FLOOR CORNER FRAMING ATTACHMENT3/4"=1'-0"

2x 2ND FLOOR STUDSSEE PLAN FOR MORE

SEE FLOOR FRAMINGPLAN FOR FLOORSYSTEM INFO.

(2) SIMPSON HETA16/20FLOOR TRUSS TOMASONRY WALL

(2) SIMPSON LSTA18STRAPS CENTERED @FLOOR w/ (14) 10dNAILS

EXT. SHEATHINGFLUSH W/ FACE OFMASONRY ATTACHEDPER NAILINGSCHEDULE; PROVIDE1/8" GAP BETWEENSHEATHING ANDMASONRY


(2) SIMPSON LSTA18STRAPS CENTERED @FLOOR W/ (14) 10dNAILS

ATTACH 2x STUDS W/(2) 16d NAILS @ 6" O.C.

(3) 2x STUDS

(2) SIMPSON LSTA18STRAPS CENTERED @FLOOR W/ (14) 10dNAILS

ATTACH 2x STUDS W/(2) 16d NAILS @ 6" O.C. (4) 2x STUDS

(3) 2x STUD PACKATTACH PER NAILINGSCHEDULE

TYPICAL GIRDER COL. @ HIGH BEAM3/4"=1'-0"

FLOOR TRUSS SEEFRAMING PLAN FORCONNECTION INFO..

FLOOR GIRDER ORBEAM; SEE PLAN

TRUSS STRAP - SEEFRAMING PLAN FORCONNECTIONS

(1) SIMPSON LSTA30STRAP W/ (11) 10d TOSTUDS ABOVE PLATEU.N.O.

DOUBLE 2x TOP PLATE2x BOTTOM PLATE


STRUCTURAL COL PERPLAN FOR SIZE ANDREQ'D # OF STUDS

PRE-ENGINEEREDROOF TRUSS - SEEFRAMING PLAN FORLOCATION & SPACING

TYPICAL GIRDER COL. CONNECTION3/4"=1'-0"


PROVIDE SOLIDBLOCKING BELOWCOL. EVEN WITHINFLOOR TRUSS MASONRY WALL SEE

PLAN FOR MORE INFO

SEE DETAIL WS11 FORMORE INFO

DOUBLE 2x TOP PLATE2x BOTTOM PLATE


FLOOR TRUSS PERPLAN

STRUCTURAL COL PERPLAN FOR SIZE ANDREQ'D # OF STUDS

TRUSS STRAP - SEEFRAMING PLAN FORCONNECTIONS

PRE-ENGINEEREDROOF TRUSS - SEEFRAMING PLAN FORLOCATION & SPACING

SIMP. HTT4

w/(18) 16d x 2 12" NAILS

TO POST (U.N.O. ON

FRAMING PLAN) & 58"

ALL THREAD w/7" MIN.EMBEDMENT INTO TIEBEAM USING SIMP. SETEPOXY

TWO STORY PARALLEL FLOOR CONNECTION3/4"=1'-0"


(1) ROWS 8d NAILS @3" O.C. WALLSHEATHING TOBOTTOM PLATE

1/8" GAP BETWEENSHEATHING & CMU

PRE-ENG FLOORTRUSS OR FIELDFRAME 2x4 KNEEWALL, STUDS @ 16"O.C. W/ (2) 16d NAILS @EACH END SEECONNECTORSCHEDULE FORCONNECTION



SHEATHING PERDETAIL WF10/SD4

2x4 PT SILL PLT. IFKNEEWALL


1/2" GYP. CLG BD OR(2) 5/8" TYPE "X" WHENIN GARAGE

SYS. 42 FLOORTRUSSES @ 24" O.C.(MAX)

2x4 #2 SYP ANGLEAGAINST TRUSSVERTICAL @ 48" O.C.W/ (3) 12d NAILS EACHEND

2x4 #2 SYP BLOCKING@ 48" O.C. W/ (2) 12dTOENAILS EACH END


TYPICAL TWO STORY COL. @ GIRDER3/4"=1'-0"

REFER TOFOUNDATION PLANFOR FTG.INFORMATION

COLUMN BASECONNECTION PERPLAN

BEARING WALL PERPLAN BEYONDCOLUMNS

REFER TO PLAN FORBUILT-UP COLUMNINFO.

BAND JOIST & BLKGOR LVL GIRDER

PRE-ENG. FLOORSYSTEM - IF NO FLOORSYSTEM INSTALLKNEEWALL & PROVIDESOLID BLOCKINGUNDER COLUMNABOVE

REFER TO PLAN FORBUILT-UP COLUMNINFO.

PRE-ENGINEEREDROOF TRUSSES AT 24"O.C.

TYPICAL TRUSS TOFRAME CONNECTION.SEE STANDARDCONNECTOR NOTES

MID-HEIGHT BLOCKINGPER BEARING WALLSCHEDULE

MSTC40 POST ABV. TOPOST BELOW U.N.O.PROVIDE SOLIDBLOCKING WITHIN FLR.SYSTEM TO MATCHCOL. DIMENSION

SEE PLAN

BEARING

SEE PLANWD. HD. HT.

0'-0"

FIN. FLR.

SEE PLANBEARING

8"

GRADE

TYPICAL TWO STORY SECTION3/4"=1'-0"


PRE-ENGINEEREDROOF TRUSSES @ 24"O.C.

TYPICAL TRUSS TOFRAME CONNECTION.SEE STANDARDCONNECTOR NOTES

SEE ARCHITECTURALPLAN FOR OVERHANGINFO

WINDOW ASSCHEDULED

EXTERIOR FINISH PERPLAN

MID-SPAN BLOCKINGU.N.O.

INSULATION PER PLAN

SEE DETAILS WS10,WS11 OR WS13 FORADDITIONALINFORMATION THISSHEET

LINTEL AS PER PLAN

DBL. TOP PLATE

HDR. PER PLAN

MIN 2x4 SPF #2 STUDS@ 16" O.C. SEE PLANFOR MORE INFO.

INT. FINISH PER PLAN

2x BOTTOM PLATE w/(2) 12d AT 12" O.C.


FLOOR TRUSSES SEEPLAN FOR DEPTH ANDDIRECTION

SHINGLE OR TILE PERARCHITECTURALELEVATIONS.

LINTEL AS PER PLAN

CONC. SLAB -SEE FOUNDATIONPLAN FOR MORE INFO

EXT FINISH PER PLAN

VERT REINF. BEYOND


SEE FOUNDATIONDETAILS FOR FTG INFO

FLOOR SYSTEM DRAFTSTOPPING AT 1000 SQFT MAX: DRAFTSTOPPING MATERIALSMIN THICKNESS SHALLBE 1/2" GYP BOARD OR15/32" OR 7/16" OSB.ATTACH TO FLOORTRUSS w/ 8d NAILS AT16" O.C. TOP ANDBOTTOM CHORDSPRECAST CONC. OR

POWERS STEEL SILLTYP. @ ALL WINDOWS

CANTILEVERED FLOOR TRUSS CONNECTION3/4"=1'-0"


SEE PLAN FORCANTILEVER

SHEATHING PER PLANATTACH PER NAILINGSCHEDULE

(2) ROWS 8d NAILS @3" O.C. TYP. WALLSHEATHING TO EA.RIBBON



MASONRY OR FRAMEWALL PER PLAN

SIMPSON HETA16 ATMASONRY OR MTS12AT WOOD FRAMEWALL


2x SYP #2 RIBBON (MIN2x4) TO TRUSS w/ (4)16d NAILS; BOTTOMRIBBON TO BE PT IFBRG DIRECTLY ONCMU

2x BLOCKING FORSHEATHING/ DRYWALLATTACHMENT w/ (2) 12dTOENAILS EA. END

UNDER WINDOWS ANDGIRDERS: BLOCKSOLID BETWEENRIBBONS w/ SIMPSONA35 EA. END

SH

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PR

OJE

CT

STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

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SEE PLAN FORTRUSS DIRECTION& MORE INFO

O.H.PER ELEV.

PER PLAN

TYPICAL CONNECTION @ GIRDER OR BEAM3/4"=1'-0"

FLOOR GIRDER SEEPLAN FORCONNECTION

PLYWOOD FLOORINGSEE FLOOR FRAMINGPLAN FOR MORE INFO

2x BLOCKING w/ (2) 12dTOENAILS EACH SIDEIF WALL SHEATHING ISSTOPPED BELOWROOF LINE

(2) 2x TOP PLATE

PRE ENGINEEREDTRUSSES @ 24" O.C.MAX. PER PLAN

SEE ARCHS FOR ROOFWATERPROOFING ANDFINISH

TRUSS ANCHOR (SEEPLAN)

ROOF SHEATHINGATTACHED PERNAILING SCHEDULE

(2) 2x HEADER SEEPLAN FOR MORE INFO& CONNECTIONS

WINDOW SEE PLANFOR LOCATION

2x #2 SPF STUDS @ 16"O.C. w/ EXT. SHEATHINGFROM TOP OF WALL TOBOTTOM OF TRUSS/GIRDER SEE PLAN FORWINDOW ATTACHMENTINFO. IF WALLSHEATHING ISN'T CONT.LSTA18 STRAPS AREREQ'D FROM STUDS TOGIRDER BELOW

SEE LD02/SD2 FORMORE INFO IFTRUSSES AREPARALLEL TO WALLROOF SHEATHINGATTACHED PERNAILING SCHEDULE

2x BASE PLATE W/ 12d@ 24" O.C. TO FLOORSYSTEM BELOW

SEE TRUSS LAYOUTFOR TRUSS LOCATION& CONNECTION INFO

2 STORY INTERIOR BEARING WALL1"=1'-0"

PROVIDE EXTERIOR SHEATHINGATTACHED PER NAILING SCHEDULEFOR EXTERIOR 2 STORY WALLS

AT OPENINGS LARGER THAN4'-2" ATTACH TOP PLATE TOHEADER WITH LSTA12 BENTOVER W/ (5) 10d NAILS INTO TOPPLATE AND (5) 10d NAILS INTOHEADER

(2) 2x HEADERSEE FLOOR PLANFOR MORE INFO

SEE FOUND. PLAN FOR FTG. REQ.

A B

C

B

B

2x P.T. BASE PLATE SEEBEARING SCHEDULE FORA.B. INFO

2x SPF BASEPLATE

1/2" J-BOLTS @ 6" FROM EA. END OFWALL & WALL OPENINGS @ 32"o.c.MAX. W/ 7" MIN. EMBEDMENT &WASHER SEE BEARING WALLSCHEDULE FOR MORE INFORMATION.ALTERNATE CONNECTION: 1/2" ALLTHREAD ROD 6" FROM EA. END OFWALL, WALL OPENINGS & AT 32" O.C.MAX ( 7" MIN.EMBED USING SIMPSONSET-XP EPOXY) W/ WASHER

SEE CHART FOR REQUIRED JACKS /KINGS # OF STUDS TO MATCHBETWEEN FLOORS

(2) 2x SPF TOPPLATES U.N.O.

2x STUDS SEE PLANSTUDS ABOVE ARETO ALIGN W/ STUDSBELOW

A

(2) 2x HEADERSEE FLOOR PLANFOR MORE INFO

2x STUDS SEE PLANSTUDS ABOVE ARETO ALIGN W/ STUDSBELOW

ALL CS18 STRAPS TO HAVE MIN12" END LENGTH ON STUDS W/(18) 8d NAILS

LSTA30HEADER TOBUILT UPSTUD

STRAPS TOP &BOTTOM OF EA. STUDPER BEARING WALLSCHEDULE

LSTA30 HEADERTO BUILT UP STUD

SP4 TOP &BOTTOM OF EA.STUD U.N.O.

SIMPSON CS18STUDS ABOVE TOHEADER BELOW

PROVIDE SOLID BLOCKINGWITHIN FLOOR SYSTEMUNDER BUILT UP COLUMNS

(2) 2x SPF TOPPLATES U.N.O.

1/2" THREADED ROD WITHIN 6" OFBUILT UP COLUMN ABOVE W/ NUT& 2" WASHER TOP & BOTTOM.

1/2" THREADED ROD@ 32" O.C. MAX W/NUT & 2" WASHERTOP & BOTTOM

PRE-ENGINEEREDFLOOR SYSTEMKNEEWALL ORBEAM

SEE PLAN

SECTION @ COMBO TRUSS1/2"=1'-0"

2x BRG WALL W/ SIMPSON SP2 @ TOP& SP1 @ BASE. LSTA18 OR MTS12MAY BE USED @ BASE.(WHEN WALLIS CONT. BRG ON TRUSS STRAPSTUDS w/ LSTA18 @ 16" O.C. TOTRUSS BELOW)

(2) 2x BASE PLATE w/(2) 12d NAILS @ 12"O.C. USE SIMPSONMTS12 OR LSTA18 TOBLOCKING BELOW.NOT REQ'D IF STUD ISCONNECTED w/ MTS12OR LSTA18

(2) 2x4 #2 SYPBLOCKING w/ SIMPSONHUC24-2 EACH END,USE (4) 10d & (2) 10dNAILS. UNDERWINDOW JAMBS ONLY

2x BLOCKING W/ (2) 12dTOENAILS EACH END

LOW ROOF TRUSS SEE TRUSSPLAN FOR CONNECTIONS (IFTRUSS IS CONT. BRG ONMASONRY USE HETA16/20 @ 24"O.C. OR ON WOOD USE HGACLIPS @ 24" O.C.)

FLOOR TRUSS PERPLAN

3/4" FLOOR SHEATHING ATTACHEDPER NAILING SCHEDULE

MASONRY (SHOWN)OR WOOD WALL PERPLAN

LEDGER @ LOW ROOF3/4"=1'-0"

SIMPSON H2.5 EA.TRUSS

2x6 #2 SYP CONT.LEDGER W/ (2) 1

4"x3-1/2"SDS WOOD SCREWS @16" O.C. MAX. & 3"FROM EA. END - USE (3)SCREWS FOR 24" O.C.

RECESS LEDGER INTOTRUSS. VERIFY W/TRUSS SHOPDRAWINGS


2x4 CONT. W/ (2) 12dNAILS TO EACH STUD

EXTERIOR SHEATHINGFROM TOP OF WALLTO BOTTOM OF SILLPLATE ATTACH PERNAILING SCHEDULE

ROOF SHEATHINGATTACH PER NAILINGSCHEDULE

PRE-ENGINEEREDTRUSS PER PLAN

SIMPSON LUS26. USELUS26-2 FOR 2PLYTRUSS

2x8 SYP #2 LEDGER W/MIN. (4) 16d NAILS TOEA. TRUSS, 24" O.C.MAX. (AT EA. SIDE OFG.T. USE (4) 16d NAILS)

2nd STORY WALL PERPLAN

FLOOR TRUSS; SEEFRAMING PLAN FORDIRECTION ANDCONNECTION DETAIL

LEDGER @ OPEN TO BELOW3/4"=1'-0"

SIMPSON H2.5 EA.TRUSS

2x6 #2 SYP CONT.LEDGER W/ (2) 1

4"x3-1/2"SDS WOOD SCREWS @16" O.C. MAX. & 3"FROM EA. END - USE(3) SCREWS FOR 24"O.C.RECESS LEDGER INTO

TRUSS. VERIFY W/TRUSS SHOPDRAWINGS


2x8 #2 SYP SILL PLATEW/ 12" J-BOLT OREPOXY ANCHOR(J-BOLT PREFERED) @32" O.C. W/ MIN. 7"EMBEDMENT & 6"FROM EACH END

2x8 #2 SPF MIN STUDS@ 16" O.C. PER PLAN

2x4 CONT. W/ (2) 12dNAILS TO EACH STUD

EXTERIOR SHEATHINGFROM TOP OF WALLTO BOTTOM OF SILLPLATE ATTACH PERNAILING SCHEDULE


PRE-ENGINEEREDTRUSS PER PLAN

SIMPSON LUS26. USELUS26-2 FOR 2PLYTRUSS

2x8 SYP #2 LEDGER W/MIN. (4) 16d NAILS TOEACH STUD (AT EACHSIDE OF G.T. USE (4)16d NAILS)

SEE PLAN

SECTION @ RAISED HEEL TRUSS1/2"=1'-0"

LOW ROOF TRUSS SEETRUSS PLAN FORCONNECTIONS

(2) 2x4 #2 SYPBLOCKING w/ SIMPSONHUC24-2 EACH END,USE (4) 10d & (2) 10dNAILS. UNDERWINDOW JAMBS USE(2) 2x6 w/ HUC26-2.

EXTERIOR SHEATHINGATTACH PER NAILINGSCHEDULE

MASONRY (SHOWN)OR WOOD WALL PERPLAN

2x BRG WALL W/ SIMPSONSP2 @ TOP & SP1 @ BASE.LSTA18 OR MTS12 MAY BEUSED @ BASE

2x BLOCKING W/ (2) 12dTOENAILS EACH END

2x BASE PLATE W/ (2)12d NAILS @ 12" O.C.

FLOOR TRUSS PERPLAN


LEDGER AT GIRDER1-1/2"=1'-0"

(2) 2x SYP #2 COLUMNSON EITHER SIDE OFGIRDER, PROVIDESUFFICIENT ROOMFOR GIRDER HANGERFLANGE. ATTACHLEDGER TO EA.COLUMN w/ (4) 1/4" x3-1/2" (8 TOTAL)SIMPSON SDSSCREWS

HANGER BY OTHERS

TRUSS PER PLAN

LEDGER PER PLAN

SECTION @ OPEN TO ABOVE1"=1'-0"

2x8 MIN. SPF #2 @ 16"O.C. - SEE FRAMINGPLAN FOR MORE INFO.

2x4 BLOCKINGBETWEEN STUDS W/(2) 12d TOE NAILSEACH END

2x8 #2 SYP P.T. SILLPLATE W/ 1/2" J-BOLTW/ MIN. 7" EMBED. @ 6"FROM EACH END & @32" O.C. MAX W/WASHER. ALTERNATECONNECTION: USE 1/2"ALL THREAD ROD W/ 7"MIN. EMBED USINGSIMPSON SET-XPEPOXY @ 6" FROMEACH END & @ 32" O.C.MAX W/ WASHER

EXT. SHEATHINGATTACH PER NAILINGSCHEDULE

C.M.U. WALL PER PLAN

SEE LD02/SD2 FORMORE INFO.

IF SHEATHING IS NOTCONTINUOUS TO BASEPLATE, SP8 TOP ANDBOTTOM ARE REQ'D

SECTION @ 2-STORY BRG.3/4"=1'-0"

LOW ROOF TRUSS W/16" TALL RAISED HEELBOTTOM CHORDEXTENSION

ATTACH TRUSS TOBEARING WALL USINGSIMPSON H10A U.N.O.

(2) 2x SPF#2 BASEPLATE. ATTACH 1ST PLYW/ (2) 16d NAILS @ EACHTRUSS, THEN ATTACH2ND PLY W/ (2) 10d NAILS@ 12" O.C.

SIMPSON CS18 PERWF16/SD6

(2) 2x TOP PLATE

SEE PLAN FORBEARING WALLREQUIREMENTS


2x4 SYP#2 BLOCKINGW/ (2) 10d TOE NAILS

EXT. SHEATHING FROMTOP OF WALL TO DBLBOTTOM PLATE. IFSHEATHING IS NOTCONT. ADD BLOCKING@ SHEATHING SPLICEW/ (3) 10d TOENAILSEA. END. SIMPS. SP4@ TOP REQ'D

ALIGN 2ND FLOORSTUDS w/ 1ST FLOORSTUDS

2x BEARING WALL PERPLAN

BRACING @ 2 STORY FRAME WALL1"=1'-0"

2x4 NAILER W/ (2)16d NAILS @ 16" O.C.

2x4 STUDS @ 16" O.C.

1/2" GYP. BOARD

SIMPSON H10A @EACH DIAGONALBRACE

CS18 EA. STUD ABOVETO STUD BELOW W/ 12"END LENGTHS &(18)-18d NAILS

2x BOTTOM PLATE,ATTACH TO DOUBLETOP PLATE W/ (2) 1/4" x4-1/2" SDS SCREWS @12" O.C., STAGGERROWS 6"

(2) 2x4 T

2x BEARING WALLWITH ROOF LOAD

2x LEDGFLOOR W1/4" X 3-SDS SCR

O.S.B. TBOTTOM(MIN.)

SHEATH2nd STOBOTTOMATTACHSCHEDU

REFER TO BEARINGWALL SCHEDULE FORSTUD BASECONNECTION &BOTTOM PLATEANCHORS

WALL SPLICE DETAILS1-1/2"=1'-0"

EXT. FINISH PERARCHS

EXT. FINISH PERARCHS

SHEATHING PER PLANATTACH PER NAILINGSCHEDULE

2x8 #2 SYP P.T. SILLPLATE w/ 1/2" J-BOLTOR EPOXY ANCHORBOLT (J-BOLTPREFERED) W/ MIN. 7"EMBED. @ 32" O.C. & 3"FROM EA.END

SHEATHING TOOVERLAP BOTTOMPLATE 1 1/4" (MIN.)

CONT. #5 IN TIE BEAM

2x8's MIN. SPF #2 @ 16"O.C. MAX W/ MID POINTBLOCKING (U.N.O.)

MSTAM24 EA. SIDE OFEA. STUD TO WALLBELOW W/ (9) 10dNAILS AND (5) 1/4"x23/4" TAPCONS PERSTRAP; CENTERSTRAP BETWEENMASONRY WALL ANDFRAME WALL

1x PT NAILER AS REQ'DSEE ARCHS FORFURRING ANDINTERIOR FINISH


CONTRACTOR MAY USESIMPSON HTT4 ATWINDOW JAMB STUDSINSTEAD OF INDICATEDEXTERIOR FLAT STRAP.INTERIOR FLAT STRAPIS STILL REQUIRED ATJAMB STUD CONDITION

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JOB No.

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---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

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2x8 P.T. SPF #2 (MIN.) LET-INFASTEN TO SLAB USINGMIN. (6) 1/4"x3-1/4" EVENLYSPACED TAPCONS @ MIN.END DISTANCE OF 1-1/2"

AA

2x12 STRINGERS ONEON EACH SIDE ANDONE @ MID-SPAN

(2) 2x12 SYP#2 BEAMPER SCHEDULE @ ENDOF LANDING FORSTRINGERS TOCONNECT TO. BEAMTO BEAR DIRECTLY ONBUILT UP COLUMNBELOW.

SEE PLAN FOR DEPTHOF LANDING

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LA

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SEE ARCHS. FOR MAX.RISE OF STEPS ANDMIN. TREAD DEPTH

2x JOIST (P.T. IFATTACHING TO MASONRYWALL) CONT LEDGER w/(3) 16d NAILS @ 16" O.C.MAX. TO EACH STUD. ((2)1/4" x3-1/4" TAPCONS @16" O.C. MAX. FORMASONRY WALL)

ST01

SEE PLAN FORMASONRY WALL ORWOOD WALL

A35 @ EA. STRINGERTO LANDING

3/4" O.S.B. W/ 8d NAILS@ 3" O.C. TOP ANDBOTTOM CHORD

MIN. (3) 2x SYP #2 STUDSREQ'D @ END OF LANDINGW/ MIN. (6) 16d NAILSFROM (2)2x12 SYP#2HEADER TO BUILT UPSTUD COLUMN

(2) 2x12 SYP#2 BEAM PERSCHEDULE REQ'D @ END OFLANDING FOR STRINGERS TOCONNECT TO. BEAM TO BEARDIRECTLY ON BUILT UPCOLUMNS BELOW ORALTERNATE HANGER @RIGHT OF THIS DETAIL

STANDARD (3) 2X12SYP #2 STRINGERS W/SIMPSON A34 / A35CLIP TO FLOORSYSTEM & LANDINGFRAMING

3/4" PLYWOOD OR OSBSHEATHING OVERLANDING ATTACHEDPER GENERAL FLOORCONSTRUCTIONNOTES

MIN. 2x8 SYP#2 JOISTS@ LANDING @ 16"O.C.W/ SIMPSON A35 ORLUS26 HANGER ONEACH SIDE

MIN. 2x8 SYP#2 JOIST (P.T. IFATTACHING TO MASONRYWALL) CONT. LEDGER w/ (3) 16dNAILS @ 16" O.C. MAX. TO EACHSTUD. ((2) 1/4"x3-1/4" TAPCONS@ 16" O.C. MAX. FOR MASONRYWALL)

2x12 STRINGERS ONEON EACH SIDE ANDONE @ MID-SPAN

2x P.T. BOTTOM PLATE

WOOD OR MASONRYWALL SEE PLAN FORMORE INFO

BEAM/JOISTS REQUIREMENT AT LANDING

1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC.2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C.3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION.

(2) 2x12 9'-0"

BB

16" O.C.MAX

12'-0" OR LESS

MASONRY WALL ORFRAME WALL BEYOND

SIMPSON A35CONNECTIONS

PLYWOOD SHEATHINGOVER LANDINGATTACHED PERGENERAL FLOORCONSTRUCTIONNOTES

MIN. (3) 2x4 SYP #2COLUMN

2x ATTACHED TOSTRINGER

A35 CONNECTION

FLOOR SYSTEM PERFRAMING PLAN TYP.

HEIGHT OF STAIRSAT LANDING

BEAM(#2 SYP)

JOISTS(#2 SYP)

MAX WIDTHOF LANDING

2x8

MIN. 2x8 SYP#2 JOISTLEDGER (P.T. IFATTACHING TOMASONRY WALL)

BEAM @ END OFLANDING PERSCHEDULE

A34 @ EA. STRINGERTO LANDING

(3) 16d TOENAILS2x6 VERTICAL @ 6'-0"O.C. MIN. AND @ ANYOPENING W/INHANDRAILKNEEWALL

2x4 #2 SPF STUDS@ 24" O.C.

NOTCH SILL PLATEFOR VERTICAL

2x L-BRACE W/ 12dNAILS @ 4" O.C.

312"

N.T.S.

SEE ARCH PLANMAX. 4'-0" ABOVE FLOOR

2x4 SILL PLATE W/ (2)10d NAILS @ 4" O.C.(NOTCHED @ 2x6VERTICAL LOCATIONS).

2x6 VERTICAL ANDL-BRACE @ 6'-0" O.C. &@ ANY OPENING

2x4 CONT. TOP PLATEATTACH TOP PLATE TOSTUDS W/ (2) 16d TOENAILS

2x4 #2 SPF STUDS @24" O.C. W/ (2) 12dTOENAILS BOTTOM

NOTCH SILL ANDPLYWOOD FLOORINGTO ALLOW VERTICALTO SLIDE DOWN TOFACE OF TRUSS

ATTACH 2x6 VERTICALTO TRUSS W/ (3) 1

4" x 3"SDS WOOD SCREWSEQUALLYSPACED/CENTERED INTRUSS TO OUTSIDEFACE OF TRUSS

SEE ARCH PLANMAX. 4'-0" ABOVE FLOOR

N.T.S.

312"

2x4 CONT. TOP PLATEATTACH TOP PLATE TOSTUDS W/ (2) 16d TOENAILS

2x4 #2 SPF STUDS @24" O.C. W/ (2) 12dTOENAILS BOTTOM

NOTCH SILL ANDPLYWOOD FLOORINGTO ALLOW VERTICALTO SLIDE DOWN TOFACE OF TRUSS

ATTACH 2x6 VERTICALTO TRUSS W/ (3) 1

4" x 3"SDS WOOD SCREWSEQUALLYSPACED/CENTERED INTRUSS TO OUTSIDEFACE OF TRUSS

TRUSS SEE PLAN

2x6 VERTICAL ANDL-BRACE @ 6'-0" O.C. &@ ANY OPENING

2x4 SILL PLATE W/ (2)10d NAILS @ 4" O.C.(NOTCHED @ 2x6VERTICAL LOCATIONS).

3 1/2"

2x4 CONT. TOP PLATE(ATTACH TOP PLATETO STUDS W/ (2) 16dTOE NAILS

2x4 #2 SPF STUDS @24" O.C. EVERY OTHERSTUD TO BEATTACHED TO TRUSSBELOW (OTHERWISEATTACH W/ (2) 12dTOENAILS @ BOTTOM)

2x4 SILL PLATE W/ (2)16d TOE NAIL EA.CONT. BRACE & 10dNAILS @ 4" O.C. TOFLOOR SHEATHING

ATTACH 2x4 TO TRUSSW/ (2) 1

4"x3" SDSSCREWS EQUALLYSPACED & CENTEREDIN TRUSS

NOTCH FLOORSHEATHING TOACCOMMODATE 2x

ST03

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SEE TABLE FOR MAX.WIDTH OF LANDING

MIN. 2x8 SYP#2 JOIST (P.T. IFATTACHING TO MASONRYWALL) CONT. LEDGER w/ (3)16d NAILS @ 16" O.C. MAX.TO EACH STUD. ((2) 1/4" x 31/4" TAPCONS @ 16" O.C.MAX. FOR MASONRY WALL)

MIN. 2x8 SYP#2 JOISTS@ LANDING @ 16"O.C.W/ SIMPSON A35 ORLUS26 HANGER ONEACH SIDE

STANDARD (3)2x12SYP#2 STRINGERS W/SIMPSON A35 / A34CLIP TO FLOORSYSTEM & LANDINGFRAMING

STANDARD (3) 2X12STRINGERS W/SIMPSON A34 CLIP TOFLOOR SYSTEM

MID SPAN BLOCKINGTO MATCH JOISTDEPTH W/ (3) 10dTOENAILS EACH END

2x JOIST PERSCHEDULE

PENDING LANDINGHEIGHT AND PLANLAYOUT. HEADERWITHIN SUPPORTWALL COULD BEREQUIRED. SEE PLANFOR REQUIREDHEADER ANDSUPPORTINFORMATION.

LINE UP 2xJOIST INLINE WITH MIDDLE2x12 STRINGER TO BEUTILIZED AS BLOCKING

HEIGHT OF LANDINGPER FLOOR PLAN

STRINGERS TO BE NOTCHEDAT LANDING OR LET-IN 2x4SYP#2 CLEAT AND ATTACH TOJOISTS BELOW W/(2)-12d NAILS@ 16" O.C.

(2) 2x12 SYP#2 BEAMPER SCHEDULE REQ'D@ END OF LANDINGFOR STRINGERS TOCONNECT TO. BEAMTO BEAR DIRECTLY ONBUILT UP COLUMNSBELOW ORALTERNATE HANGER@ RIGHT OF THISDETAIL

MIN. (3) 2x SYP #2STUDS REQ'D @ ENDOF LANDING W/ MIN. (6)16d NAILS FROM(2)2x12 SYP#2 HEADERTO BUILT-UP STUDCOLUMN

MID SPAN BLOCKINGTO MATCH JOISTDEPTH W/ (3) 10dTOENAILS EACH END

6" MIN.

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"

CL

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-

OPTIONAL (2)2x12 SYP#2ATTACHMENT TOCMU/LEDGER IN LIEU OFBUILT UP COLUMNWOOD:HU210-2/HUC210-2 W/(18)16d NAILS TOLEDGER/SUPPORT AND(10)10d NAILS TO (2)2x12SYP#2 HEADERMASONRY:HU210-2/HUC210-2 W/(18) 1/4"x3-1/4" TAPCONSTO CMU AND (10) 10dNAILS TO (2)2x12 SYP#2HEADER

OPTIONAL (2)2x12 SYP#2ATTACHMENT TO CMU/LEDGERIN LIEU OF BUILT UP COLUMNWOOD:HU210-2/HUC210-2 W/ (18)16dNAILS TO LEDGER/SUPPORTAND (10)10d NAILS TO (2)2x12SYP#2 HEADERMASONRY:HU210-2/HUC210-2 W/ (18)1/4"x3-1/4" TAPCONS TO CMUAND (10) 10d NAILS TO (2)2x12SYP#2 HEADER

SH

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PR

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STRUCTURAL ENG:

QC CHECK:

JOB No.

SCALE:

DATE:

---

PSQ-2171397

AS INDICATED

08/16/17

---

MCD

BLDG DESIGN:

DRAFTING:


PA

RK

SQ

UA

RE

HO

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S2

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· :,1' 35(6685( 68&7,21 ',$5$0:,1' '(6,1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...

Documents

Transcript of · :,1' 35(6685( 68&7,21 ',$5$0:,1' '(6,1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...

· :,1' 35(6685( 68&7,21 ',$*5$0:,1' '(6,*1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...

Documents

Transcript of · :,1' 35(6685( 68&7,21 ',$*5$0:,1' '(6,*1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...

· :,1' 35(6685( 68&7,21 ',$5$0:,1' '(6,1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...

Transcript of · :,1' 35(6685( 68&7,21 ',$5$0:,1' '(6,1 /2$' ,1)250$7,21 ())(&7,9(:,1' $5($ 64 )7 $5($:,1'...