· soil under slabs and under footings to be compacted to at least 95% of max. dry density as...
TRANSCRIPT
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-TREATEDWOOD SHALL 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 SHALLBE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROMNATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETYSYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BEDESIGNED AND DETAILED BY 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 WITHSIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARECORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPEOF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESISTCORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPEDGALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOESNOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE ORMASONRY IS 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"
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40"
30
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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 NOTES1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING 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.
33.428.931.8 35.4
38.4
35.432.5
30.4
36.934.0
45.5
42.4
(+) 24.7(-) 27.5
(+) 25.8(-) 29.2
150 mph116 mphC
28.9
32.5
30.4
34.0
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.
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 UNLESSOTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHENLIVING 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� U.N.O. E = 2,000,000 lb/in� U.N.O.
Fb = 2650Ft = 1650Fc ||= 3000Fc _ = 450Fv = 285
Fb = 3000Ft = 1700Fc ||= 3000Fc _ = 900Fv = 285
| |
STUDE = 1,500,000 lb/in� U.N.O.
Fb = 2200Ft = 1500Fc ||= 2100Fc _ = 450Fv = 150
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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 6/21/2017 CREATED ELEV. D, E & F STD. & OPT. BEDRM #5 w/BATH HG
SC STRUCTURAL NOTESS1D FOUNDATION PLAN
S5D
S6 NOTES & CONNECTOR LEGEND
S4D LINTEL PLAN
S3 FOUNDATION DETAILS
FIRST FLOOR FRAMING PLAN
S2D DOWEL PLACEMENT PLAN
S7D ROOF FRAMING PLAN
S3.1 FOUNDATION DETAILS
SD1 GENERAL DETAILSSD2 GENERAL DETAILSSD3 GENERAL DETAILSSD4 GENERAL DETAILSSD5 2-STORY DETAILSSD6 2-STORY DETAILSSD7 2-STORY DETAILSST1 GENERAL STAIR DETAILS
S7E ROOF FRAMING PLANS7F ROOF FRAMING PLAN
S5E FIRST FLOOR FRAMING PLANS5F FIRST FLOOR FRAMING PLAN
S2E DOWEL PLACEMENT PLANS2F DOWEL PLACEMENT PLAN
S4E LINTEL PLANS4F LINTEL PLAN
S1E FOUNDATION PLANS1F FOUNDATION PLAN
PLAN# 2402
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
3
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
5'-8" 1'-0"
1'-0
"
8'-4
"1'
-4"
12'-8"
19'-4"
MF03S3
3
3
11'-2
7/8
"
3'-2"
MD10S2D
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2D
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-0"
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
3
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
5'-8" 1'-0"
1'-0
"
8'-4
"1'
-4"
12'-8"
19'-4"
MF05S3
3
3
11'-2
7/8
"
3'-2"
MD10S2D.1
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2D.1
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-0"
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
3
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
5'-8" 1'-0"
1'-0
"
8'-4
"1'
-4"
12'-8"
19'-4"
MF03S3
3
3
11'-2
7/8
"
3'-2"
MD10S2E
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2E
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-0"
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
3
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
5'-8" 1'-0"
1'-0
"
8'-4
"1'
-4"
12'-8"
19'-4"
MF05S3
3
3
11'-2
7/8
"
3'-2"
MD10S2E.1
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2E.1
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-0"
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
2
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
6'-0" 8"
8"9'
-8"
4"
12'-8"
19'-4"
MF03S3
3
3
11'-2
7/8
"
3'-2"
MD10S2F
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2F
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-0"
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.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" 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.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
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
MF01S3
SF01S3.1
70'-0"
19'-4
"10
'-8"
1'-8
"16
'-0"
1'-8
"
30'-0
"
70'-0"
9'-4" 41'-4"
8" 8'-8"
8"14
'-8"
14'-8
"
30'-0
"
15'-4
"
10'-0" 34'-0" (2-STORY FTG)8'-8" (2-STORY FTG
@ OPT BED#5) 17'-4"
36'-8" (2-STORY FTG) 4'-0"
3-1/2" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER COMPACTED FILL.
0'-0" FIN. FLR.
(-)0'-4"
1/8" / FT.PITCH
(-)0'-4"
1/8" / FT.PITCH
MD01SD1
MD01SD1
MF13S3
SF04S3
MF01S3
SF01S3.1
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF11S3
MF01S3
SF01S3.1
MF02S3
SF02S3.1
MF08S3
MF08S3
2
4'-0"(2-STORY FTG) 15'-4"
20'-8"1'-8"
7'-0
"12
'-4"
MF11S3
@ OPTDOOR
MF05S3
17'-5" 3'-7" 17'-5 1/2"
17'-2"11
'-8"
3'-0
"11
'-4"
MF06S3
3
9'-8"
MF06S3
7'-2"
3'-8
"
8"
MF06S3
MF06S3
13'-8"
MF06S3
MF05S3
4'-0
"
2'-10 1/2"
15'-4"
2.6
2.6
7'-0"
2.6
MF08S3
2
2
MF08S3
(-)0'-4"
1/8" / FT.PITCH
6'-0" 8"
8"9'
-8"
4"
12'-8"
19'-4"
MF05S3
3
3
11'-2
7/8
"
3'-2"
MD10S2F.1
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.
5'-4"
FOU
ND
ATIO
N P
LAN
S2F.1
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
1/4"=1'-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.
5'-4"
(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 30"
MD10 TYPICAL MASONRY COLUMN TIE IN3/4" = 1'-0"
(1) #5HORIZONTALTIE AT TOP,BOTTOM ANDAT 24"o.c.VERTICALLYBETWEENCOLUMN ANDMAIN HOUSECMU1'-4" 8'-0" 1'-0" 5'-1" 3'-4" 5'-4" 3'-4" 2'-11" 4'-1" 4'-11" 5'-8"
2'-1
0"5'
-8"
2'-2
"
2'-8" 2'-4" 5'-8"
1'-8
"16
'-0"
1'-8
"
5'-8"4'-8"5'-0"
2'-0"
3'-4"2'-8"3'-0"5'-4"4'-8"3'-4"3'-0"5'-8"
4'-4
"6'
-8"
3'-8
"14
'-0"
1'-4
"
3'-8
"8'
-8"
3'-0
"
2'-4"3'-8"
ADD W/ OPTBED#5 ABV &ADJUST W/OPT DOOR
1'-4"
4'-4"
3'-0"
1'-4"
3'-8"3'-8"
5'-0"3'-8"5'-4"5'-4"4'-4"
3'-4"
58'-10 5/8" 67'-8 1/8"
4'-8" 2'-0"
2'-0
"7'
-4"
1'-4
"
MD10S2D
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
DO
WEL
PLA
CEM
ENT
PLAN
S2A1/4"=1'-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.
5'-4"
(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 30"
MD10 TYPICAL MASONRY COLUMN TIE IN3/4" = 1'-0"
(1) #5HORIZONTALTIE AT TOP,BOTTOM ANDAT 24"o.c.VERTICALLYBETWEENCOLUMN ANDMAIN HOUSECMU1'-4" 8'-0" 1'-0" 5'-1" 3'-4" 5'-4" 3'-4" 2'-11" 4'-1" 4'-11" 5'-8"
2'-1
0"5'
-8"
2'-2
"
2'-8" 2'-4" 5'-8"
1'-8
"16
'-0"
1'-8
"
5'-8"4'-8"5'-0"
2'-0"
3'-4"2'-8"3'-0"5'-4"4'-8"3'-4"3'-0"5'-8"
4'-4
"6'
-8"
3'-8
"14
'-0"
1'-4
"
3'-8
"8'
-8"
3'-0
"
2'-4"3'-8"
ADD W/ OPTBED#5 ABV &ADJUST W/OPT DOOR
1'-4"
4'-4"
3'-0"
1'-4"
3'-8"3'-8"
5'-0"3'-8"5'-4"5'-4"4'-4"
3'-4"
58'-10 5/8" 67'-8 1/8"
4'-8" 2'-0"
2'-0
"7'
-4"
1'-4
"
MD10S2E
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
DO
WEL
PLA
CEM
ENT
PLAN
S2B1/4"=1'-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.
5'-4"
(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 30"
MD10 TYPICAL MASONRY COLUMN TIE IN3/4" = 1'-0"
(1) #5HORIZONTALTIE AT TOP,BOTTOM ANDAT 24"o.c.VERTICALLYBETWEENCOLUMN ANDMAIN HOUSECMU1'-4" 8'-0" 1'-0" 5'-1" 3'-4" 5'-4" 3'-4" 2'-11" 4'-1" 4'-11" 5'-8"
2'-1
0"5'
-8"
2'-2
"
2'-8" 2'-4" 5'-8"
1'-8
"16
'-0"
1'-8
"
5'-8"4'-8"5'-0"
2'-0"
3'-4"2'-8"3'-0"5'-4"4'-8"3'-4"3'-0"5'-8"
4'-4
"6'
-8"
3'-8
"14
'-0"
1'-4
"
3'-8
"8'
-8"
3'-0
"
2'-4"3'-8"
ADD W/ OPTBED#5 ABV &ADJUST W/OPT DOOR
1'-4"
4'-4"
3'-0"
1'-4"
3'-8"3'-8"
5'-0"3'-8"5'-4"5'-4"4'-4"
3'-4"
58'-10 5/8" 67'-8 1/8"
5'-4" 1'-4"
1'-4
"8'
-8"
8"
MD10S2F
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
DO
WEL
PLA
CEM
ENT
PLAN
S2C1/4"=1'-0"
SEE
ELEV
ATIO
N
FOOTING @ ENTRY MASONRY COLUMN3/4"=1'-0"
SEE ELEVATION
3" C
OVE
R T
YP.
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"
REC
ESS
PER DOOR MANUFACTURER
SLOPE
3/4"
REC
ESS
PER DOOR MANUFACTURER
ELASTOMERIC JOINTFILLER
SLOPE EXT. SURFACEOR GRADE 1/8" PERFOOT AWAY FROMBUILDING
THRESHOLD PERMANUFACTURER
CONC. SLAB PERFOUNDATION PLAN
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" -
MAX
. 16"
STE
P
SEE
TYP.
DET
.
16" MIN.
SEE
TYP.
DET
.
MIN. 24" BEFOREANOTHER STEP
VERIFY W/ DETAILS FOR REQ'DSTEEL AT 2 STORY LOCATIONS
45°
(2) #5 CONT. w/ 3"COVER TYP. (2) #5 BENT BARS w/
MIN. 30" LAP SPLICE
(2) #5 CONT. w/ 3"COVER TYP.
CONC. SLAB PERFOUNDATION PLAN
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
8"x8" THICKENED SLABw/ (1) #5 CONT.w/ 3" COVER TYP.
THICKENED EDGE3/4"=1'-0"
GRADE
8"3"
CO
VER
TYP
.
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"
MAX
8"
OPT. MASONRY CURB@ ELEV. 0'-0" w/ (1) #5CONT. BARSLOPED GROUT TODRAIN
(2) #5 BARS CONT.W/ 3" COVER TYP.
CONC. SLAB PERFOUNDATION PLAN
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
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CONC. SLAB PERFOUNDATION PLAN
2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE
2x P.T. SILL PLATE
FOOTING AT INTERIOR BEARING3/4"=1'-0"
8"
8"8"8"
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CONC. SLAB PERFOUNDATION PLAN
HOLD BRG WALL BACKSO GYP FINISH ISFLUSH w/ FOUNDATIONBELOW
2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE
2x PT SILL PLATE
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
BEARING SLAB STEP DOWN3/4"=1'-0"
10"
2 1/4"
8"8"6"
6"M
IN. 4
" U.N
.O.
8" M
AX
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
(1) #5 CONT. w/ 1-1/2"COVER TYP.
CONCRETE SLAB PERFOUNDATION PLAN
16"
MIN
. 4" U
.N.O
.8"
MAX
MIN
. 4" U
.N.O
.8"
MAX
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" C
OVE
R T
YP.
.
10"
8"
8"
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
CONC. SLAB PERFOUNDATION PLAN
NON-BEARING SLAB STEP DOWN3/4"=1'-0"
SEE
PLAN
- VA
RIE
S
8" 4"
4"
WHERE 2ND STORY OCCURS, FTGSHALL BE 1'-8" WIDE w/(3) #5 BARS
1'-4"
8"1'
-0" M
IN
GRADE
8"
1'-8
" MIN
MIN
. 4" U
.N.O
.M
AX. 8
"
VAR
IES
W/ S
LOPE
OF
GAR
AGE
SLAB
3'-0
" MAX
TYPICAL GARAGE CURB FOOTING3/4"=1'-0"
SEE PLANVARIES
3" COVER
3" C
OVE
R
(1) #5 FROM FTG. TOTIE BEAM SPLICE TOBE MIN. 30" GROUTCELL SOLID
MASONRY WALLSEE PLAN
CONCRETE SLAB PERFOUNDATION PLAN
(2) #5 BARS CONT.W/ 3" COVER TYP.
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
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
" MIN
GRADE
WHERE 2ND STORY OCCURS, FTGSHALL BE 1'-8" WIDE w/(3) #5 BARS
8"
1'-8
" MIN
.3'
-0" M
AX.
TYPICAL EXTERIOR FOOTING3/4"=1'-0"
3" COVER3"
CO
VER
(1) #5 FROM FTG. TOTIE BEAM SPLICE TOBE MIN. 30" GROUTCELL SOLID
MASONRY WALLSEE PLAN
CONCRETE SLAB PERFOUNDATION PLAN
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
(2) #5 BARS CONT.W/ 3" COVER TYP.
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
TOP (2) #5 x 4'-0"CENTERED AT PIPEPENETRATION
FOOTING PER PLAN
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FOU
ND
ATIO
N D
ETAI
LS
S3
THICKENED EDGE @ GARAGE DOOR3/4"=1'-0"
4"
GARAGE
TOP VIEW @ CORNER
4"
2" 4"
CONC. SLAB PERFOUNDATION PLAN
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY8" 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.
.
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
(1) #5 CONT. w/ 1-1/2"COVER TYP.
CONCRETE SLAB PERFOUNDATION PLAN
16"
MIN
. 4" U
.N.O
.8"
MAX
MIN
. 4" U
.N.O
.8"
MAX
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" C
OVE
R T
YP.
.
10"
8"
8"
CONC. SLAB PERFOUNDATION PLAN
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
8"x8" THICKENED SLABw/ (1) #5 CONT.w/ 3" COVER TYP.
THICKENED EDGE3/4"=1'-0"
GRADE
8"3"
CO
VER
TYP
.
8".
4"
8"
TYPICAL STEP FOOTING DETAIL3/4"=1'-0"
MIN
. 8" -
MAX
. 16"
STE
P
SEE
TYP.
DET
.
16" MIN.
SEE
TYP.
DET
.
MIN. 24" BEFOREANOTHER STEP
VERIFY W/ DETAILS FOR REQ'DSTEEL AT 2 STORY LOCATIONS
45°
(2) #5 CONT. w/ 3"COVER TYP. (2) #5 BENT BARS w/
MIN. 30" LAP SPLICE
(2) #5 CONT. w/ 3"COVER TYP.
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.
SLOPE
3/4"
REC
ESS
PER DOOR MANUFACTURER
SLOPE
3/4"
REC
ESS
PER DOOR MANUFACTURER
ELASTOMERIC JOINTFILLER
SLOPE EXT. SURFACEOR GRADE 1/8" PERFOOT AWAY FROMBUILDING
THRESHOLD PERMANUFACTURER
CONC. SLAB PERFOUNDATION PLAN
EXTEND SLAB OUT 1 1/2" ATFRONT ENTRY DOOR& GARAGE ENTRY S
SWING DOOR
EXTERIOR DOOR POURED SILL3/4"=1'-0"
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CONC. SLAB PERFOUNDATION PLAN
2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE
2x P.T. SILL PLATE
FOOTING AT INTERIOR BEARING3/4"=1'-0"
8"
8"8"8"
(2) #5 BARS CONT. w/ 3"COVER TYP.; AT2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDE
CONC. SLAB PERFOUNDATION PLAN
HOLD BRG WALL BACKSO GYP FINISH ISFLUSH w/ FOUNDATIONBELOW
2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE
2x PT SILL PLATE
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
BEARING SLAB STEP DOWN3/4"=1'-0"
10"
2 1/4"
8"8"6"
6"M
IN. 4
" U.N
.O.
8" M
AX
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
CONC. SLAB PERFOUNDATION PLAN
NON-BEARING SLAB STEP DOWN3/4"=1'-0"
SEE
PLAN
- VA
RIE
S
8" 4"
4"
GRADE
VERIFY WITHCHART
DEP
TH
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 FDNTYPICAL FOUNDATION PENETRATIONS
3/4"=1'-0"
CONT. STEM WALLFOOTING BEYOND
3" MIN COVER
PVC OR SCH40 SLEEVETOP (2) #5 x 4'-0"CENTERED AT PIPEPENETRATION
PVC OR SCH40 SLEEVETOP (2) #5 x 4'-0"CENTERED AT PIPEPENETRATION
STEMWALL PER PLAN
NOTE:DO NOT PENETRATESTEM WALL AT FILLEDCELL LOCATION
4" PVC SLEEVE A/CCHASE
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FOU
ND
ATIO
N D
ETAI
LS
S3NOT USEDNOT USED
NOT USED
GRADE
SEE PLAN
8"
4"
8" M
IN.
WIDTH
DEP
TH
WOOD COLUMN AT ENTRY3/4"=1'-0"
8"
WOOD POST. PERPLAN FOR SIZE & BASECONNECTION
CONC. SLAB PERFOUNDATION PLAN
(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-STORYWIDTHDEPTH 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"
HEI
GH
T
MATCH FILLED CELLSPACING PER PLAN
3" COVER TYP.
STEMWALL CONSTRUCTION NOTES
DEP
TH
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
DEP
TH
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
SEE
PLAN
MAX
36"
(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.
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
2x BEARING OR NON-BEARING WALL, SEEPLAN FOR MORE INFO
SEE PLAN FORPOSSIBLE STAIRS. IFFORM/POUREDPROVIDE (1) #5 ATEACH STEP
CONC. SLAB PERFOUNDATION PLAN
(1) #5 CONT. PER PLAN
2x P.T. BOTTOM PLATE
SEE STEM WALLCHART THIS SHEETFOR FOOTING SIZEAND REINFORCEMENT
TOP COURSE CHAIRBLOCK
ELASTOMERIC JOINTFILLER
GRADE
1'-0
" MIN
.
DEP
TH
WIDTH
STEM WALL FOOTING @ PORCH3/4"=1'-0"
SEE
ELEV
.
#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.
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
3" MAX. OVERHANGOPTIONAL
CONC. SLAB PERFOUNDATION PLAN
(1) #5 CONT. PER PLANw/ 1-1/2" MIN. COVER
SEE STEM WALLCHART THIS SHEETFOR FOOTING SIZEAND REINFORCEMENT
SEE PLAN FORPOSSIBLE STAIRS. IFFORM/POUREDPROVIDE (1) #5 ATEACH STEP
GRADE
8"
4"
SEE
ELEV
. FO
RBL
K H
GT
8" M
IN.
WIDTH
DEP
TH
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.
CONC. SLAB PERFOUNDATION PLAN
(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.
(2) #5 CONT. w/ 3"COVER TYP.
SEE STEM WALLCHART THIS SHEETFOR FOOTING SIZEAND REINFORCEMENT
CLEAN COMPACTEDFILL @ 95%STANDARDDENSITY
DEP
TH
WIDTH
1'-0
" MIN
.8"
MIN
MIN
. 4" U
.N.O
.M
AX. 8
"
FOOTING @ SHOWER @ MASONRY3/4"=1'-0"
8" 4"
CONC. SLAB PERFOUNDATION PLANCLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
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"
MIN
DEP
TH
WIDTH
TYPICAL GARAGE CURB FOOTING3/4"=1'-0"
SEE PLANVARIES
(1) #5 FROM FTG. TOTIE BEAM SPLICE TOBE MIN. 30" GROUTCELL SOLID
MASONRY WALLSEE PLAN
ELASTOMERIC JOINTFILLER ONLY @FLOATING SLABLOCATIONS (FLOATINGSLAB NOT PERMITTEDWHEN STEM WALL ISOVER 3 COURSESTALL)
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
REBAR w/ TYP. COVERPER STEM WALLCHART THIS SHEET
KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS OVER 3COURSES TALL
SEE STEM WALLCHART THIS SHEETFOR FILLED CELLSPACING & FOOTINGSIZE & REINF.
GRADE
1'-0
" MIN
.8"
MIN
DEP
TH
WIDTH
TYPICAL EXTERIOR FOOTING3/4"=1'-0"
KNOCK OUT / CHAIRBLOCK COURSE W/ #5CONT. WHEN STEMWALL IS OVER 3COURSE TALL
(1) #5 FROM FTG. TOTIE BEAM SPLICE TOBE MIN. 30" GROUTCELL SOLID
MASONRY WALLSEE PLANCONCRETE SLAB PERFOUNDATION PLAN
CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY
SEE STEM WALLCHART THIS SHEETFOR FILLED CELLSPACING & FOOTINGSIZE & REINF.
REBAR w/ TYP. COVERPER STEM WALLCHART THIS SHEET
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FOU
ND
ATIO
N D
ETAI
LS
S3.1
NOT USED
NOT USED
F D A@ OPTDOOR
MIN.
K
A
F
8'-0" 2'-0" 2'-0" 2'-0" 3'-0"
3'-0
"
1'-6
"
16'-0
"
2'-8"2'-0"3'-0"
6'-0
"14
'-0"
8'-0
"
9'-4"T.O.M.
11'-4"T.O.M.
9'-4
" T.O
.M.
11'-4"T.O.M.
4'-8"
7'-4
"
11'-4"T.O.M.
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 12"
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
FRAME INFILL AROUNDWINDOW BY BUILDERSEE WF01/SD1 FORMORE INFO
SEE DOWEL PLAN FORFILLED CELL INFO.MIN. (1) IS REQ'D ONEITHER SIDE U.N.O.
MD07 LINTEL W/ TRANSOM DETAILSCALE: 3/4" = 1'-0"
(2) 2X8 SYP#2 P.T. HEADERTURNED SIDEWAYS.ATTACH TO MASONRYWALL W/ SIMPSON HU28-2HANGER @ EA. END. W/(14) 1/4" x 2-3/4" TAPCONSTO MASONRY & (6) 10dNAILS TO HEADER
LINTEL PER PLAN
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
DOOR OR WINDOW OPENING
TRANSOM OPENING
MAX. OPENING 4 FT
WF01/SD3
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= 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
SEE
PLAN
FO
R S
TEP
MIN
25"
LAP
(30"
FO
RG
RAD
E60
STE
EL)
ROUGH OPENING PER PLAN
MD06 TYPICAL MASONRY CONSTRUCTIONSCALE: 3/4" = 1'-0"
MAS
ON
RY
HEI
GH
T PE
R P
LAN
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
MIN
30"
LAP
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
LIN
TEL
PLAN
S4A1/8"=1'-0"
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.
MARK LINTELREQUIREMENTS
8RF6-1B/1TA
8F8-1B/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
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
UNFILLED
16 GA. POWERS STEEL BOXEDLINTEL
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
7-5/
8" S
TD D
EPTH
GC
TO
INST
ALL
PO
WER
BO
X ST
EEL
RD
H (5
.625
) L
INTE
L AT
REC
ESSE
D L
INTE
LS
7-5/8" ACTUAL8" NOMINAL WIDTH
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.
BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
15-5
/8" A
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
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 LINTELSCLEAR 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 / 100002'-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
F D A@ OPTDOOR
MIN.
K
A
F
8'-0" 2'-0" 2'-0" 2'-0" 3'-0"
3'-0
"
1'-6
"
16'-0
"
2'-8"2'-0"3'-0"
6'-0
"14
'-0"
8'-0
"
9'-4"T.O.M.
11'-4"T.O.M.
9'-4
" T.O
.M.
11'-4"T.O.M.
4'-8"
7'-4
"
11'-4"T.O.M.
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 12"
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
FRAME INFILL AROUNDWINDOW BY BUILDERSEE WF01/SD1 FORMORE INFO
SEE DOWEL PLAN FORFILLED CELL INFO.MIN. (1) IS REQ'D ONEITHER SIDE U.N.O.
MD07 LINTEL W/ TRANSOM DETAILSCALE: 3/4" = 1'-0"
(2) 2X8 SYP#2 P.T. HEADERTURNED SIDEWAYS.ATTACH TO MASONRYWALL W/ SIMPSON HU28-2HANGER @ EA. END. W/(14) 1/4" x 2-3/4" TAPCONSTO MASONRY & (6) 10dNAILS TO HEADER
LINTEL PER PLAN
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
DOOR OR WINDOW OPENING
TRANSOM OPENING
MAX. OPENING 4 FT
WF01/SD3
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= 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
SEE
PLAN
FO
R S
TEP
MIN
25"
LAP
(30"
FO
RG
RAD
E60
STE
EL)
ROUGH OPENING PER PLAN
MD06 TYPICAL MASONRY CONSTRUCTIONSCALE: 3/4" = 1'-0"
MAS
ON
RY
HEI
GH
T PE
R P
LAN
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
MIN
30"
LAP
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
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39
LIN
TEL
PLAN
S4B1/8"=1'-0"
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.
MARK LINTELREQUIREMENTS
8RF6-1B/1TA
8F8-1B/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
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
UNFILLED
16 GA. POWERS STEEL BOXEDLINTEL
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
7-5/
8" S
TD D
EPTH
GC
TO
INST
ALL
PO
WER
BO
X ST
EEL
RD
H (5
.625
) L
INTE
L AT
REC
ESSE
D L
INTE
LS
7-5/8" ACTUAL8" NOMINAL WIDTH
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.
BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
15-5
/8" A
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
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 LINTELSCLEAR 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 / 100002'-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
F D A@ OPTDOOR
MIN.
K
A
F
8'-0" 2'-0" 2'-0" 2'-0" 3'-0"
3'-0
"
1'-6
"
16'-0
"
2'-8"2'-0"3'-0"
6'-0
"14
'-0"
8'-0
"
9'-4"T.O.M.
11'-4"T.O.M.
9'-4
" T.O
.M.
11'-4"T.O.M.
5'-4"
8'-8
"
11'-4"T.O.M.
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 12"
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
FRAME INFILL AROUNDWINDOW BY BUILDERSEE WF01/SD1 FORMORE INFO
SEE DOWEL PLAN FORFILLED CELL INFO.MIN. (1) IS REQ'D ONEITHER SIDE U.N.O.
MD07 LINTEL W/ TRANSOM DETAILSCALE: 3/4" = 1'-0"
(2) 2X8 SYP#2 P.T. HEADERTURNED SIDEWAYS.ATTACH TO MASONRYWALL W/ SIMPSON HU28-2HANGER @ EA. END. W/(14) 1/4" x 2-3/4" TAPCONSTO MASONRY & (6) 10dNAILS TO HEADER
LINTEL PER PLAN
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
DOOR OR WINDOW OPENING
TRANSOM OPENING
MAX. OPENING 4 FT
WF01/SD3
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= 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
SEE
PLAN
FO
R S
TEP
MIN
25"
LAP
(30"
FO
RG
RAD
E60
STE
EL)
ROUGH OPENING PER PLAN
MD06 TYPICAL MASONRY CONSTRUCTIONSCALE: 3/4" = 1'-0"
MAS
ON
RY
HEI
GH
T PE
R P
LAN
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
MIN
30"
LAP
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
LIN
TEL
PLAN
S4C1/8"=1'-0"
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.
MARK LINTELREQUIREMENTS
8RF6-1B/1TA
8F8-1B/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
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
UNFILLED
16 GA. POWERS STEEL BOXEDLINTEL
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
7-5/
8" S
TD D
EPTH
GC
TO
INST
ALL
PO
WER
BO
X ST
EEL
RD
H (5
.625
) L
INTE
L AT
REC
ESSE
D L
INTE
LS
7-5/8" ACTUAL8" NOMINAL WIDTH
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.
BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)
#5 REBAR AT TOP MIN. (1) REQ'D
1-1/2" CLEAR
15-5
/8" A
CTU
AL16
" NO
MIN
AL H
EIG
HT
7-5/8" ACTUAL8" NOMINAL WIDTH
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 LINTELSCLEAR 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 / 100002'-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
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
FT6
1
1
PROVIDE BLOCKINGBETWEEN TRUSSESPER BCSI
WF15SD6
2
2
2
6
BW1
B
2x4 SYP #2 BLOCKING @ 16" O.C.ATTACH EACH END TO TRUSSESW/ (3) 12d TOE-NAILS. ATTACHBLOCKING TO WALL BELOW W/SIMPSON DTC CLIPBW1
8
WS15SD6
AB 4 18
NOTE: TRUSSES BY
6/13/17BFS
GE05S5D
GE05S5D
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
GABLE END AT VALLEY FRAMING3/4"=1'-0"
GABLE TRUSS
TOP KNOCK OUTCOURSE W/ (1) #5CONT.
MASONRY WALL PERPLAN
SEE GE01/SD2 FOROUTLOOKER ORSHEATHINGCANTILEVER
8d NAILS @ 4" O.C.
MAIN SPAN ROOFTRUSS
UPLIFT CONNECTOR(SEE SCHEDULE)
EXT. SHEATHING;ATTACH PERNAILING SCHED.(2) 16d NAILS TO EA.COMMON TRUSS
SIMPSON HETA20 @4'-0" O.C. GABLETRUSS TO MASONRY
CONV. FRAME ORVALLEY TRUSSES PERPLAN
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5D SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
FT10
1
1
PROVIDE BLOCKINGBETWEEN TRUSSESPER BCSI
WF15SD6SIM.
WF15SD6
2
2
6
6
6
BW2
8
BW2
B
2x4 #2 SYP BLOCKING BETWEENFLOOR TRUSSES W/ (3) 12dTOENAILS EACH END. ATTACHBLOCKING TO WALL BELOW W/(2) SIMPSON DTC EQUALLYSPACED
BW1
GE05S5D.1
GE05S5D.1
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
GABLE END AT VALLEY FRAMING3/4"=1'-0"
GABLE TRUSS
TOP KNOCK OUTCOURSE W/ (1) #5CONT.
MASONRY WALL PERPLAN
SEE GE01/SD2 FOROUTLOOKER ORSHEATHINGCANTILEVER
8d NAILS @ 4" O.C.
MAIN SPAN ROOFTRUSS
UPLIFT CONNECTOR(SEE SCHEDULE)
EXT. SHEATHING;ATTACH PERNAILING SCHED.(2) 16d NAILS TO EA.COMMON TRUSS
SIMPSON HETA20 @4'-0" O.C. GABLETRUSS TO MASONRY
CONV. FRAME ORVALLEY TRUSSES PERPLAN
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5D.1 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
WF15SD6
2
2
2
6
BW1
B
2x4 SYP #2 BLOCKING @ 16" O.C.ATTACH EACH END TO TRUSSESW/ (3) 12d TOE-NAILS. ATTACHBLOCKING TO WALL BELOW W/SIMPSON DTC CLIPBW1
8
WS15SD6
AB 4 18
SD01SD4
GE01SD2
1
PROVIDE BLOCKINGBETWEEN TRUSSESPER BCSI
NOTE: TRUSSES BY
6/13/17BFS
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
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ION
NO
. 917
722
2 S.
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FL
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917
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2398
CA
RNAV
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STR
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5E SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
WF15SD6SIM.
WF15SD6
2
2
6
6
6
BW2
8
BW2
B
2x4 #2 SYP BLOCKING BETWEENFLOOR TRUSSES W/ (3) 12dTOENAILS EACH END. ATTACHBLOCKING TO WALL BELOW W/(2) SIMPSON DTC EQUALLYSPACED
BW1
SD01SD4
GE01SD2
1
PROVIDE BLOCKINGBETWEEN TRUSSESPER BCSI
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
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PAR
K SQ
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HO
MES
2398
CA
RNAV
AL, E
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NC
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MU
NITY
, LO
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THIS
RES
IDEN
TIAL
STR
UC
TUR
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DES
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STAN
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D L
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IN A
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OF
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5E.1 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
WF15SD6
2
2
2
6
BW1
B
2x4 SYP #2 BLOCKING @ 16" O.C.ATTACH EACH END TO TRUSSESW/ (3) 12d TOE-NAILS. ATTACHBLOCKING TO WALL BELOW W/SIMPSON DTC CLIPBW1
8
WS15SD6
AB 4 18
LD04SD6
GE01SD2
GE01SD2
WF06SD4
2x6 SYP#2 CONTINUOUSLEDGER. BOTTOM @ 11'-4" W/(3) 1/4"x3-1/2" SDS SCREWS @16" O.C. ATTACH TRUSS TOLEDGER W/ LUS26
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
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ED T
O W
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STAN
D T
HE
WIN
D L
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IMPO
SED
IN A
CC
OR
DAN
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WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
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RE,
PR
OVI
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NS
OF
CH
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, AN
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ALL
OTH
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S O
F TH
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OR
IDA
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DIN
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OD
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5F SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0"
WALL LEGEND
= 9'-4" T.O.M.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
FT10
FGR12
A2
WF15SD6SIM.
WF15SD6
2
2
6
6
6
BW2
8
BW2
B
2x4 #2 SYP BLOCKING BETWEENFLOOR TRUSSES W/ (3) 12dTOENAILS EACH END. ATTACHBLOCKING TO WALL BELOW W/(2) SIMPSON DTC EQUALLYSPACED
BW1
LD04SD6
GE01SD2
GE01SD2
WF06SD4
2x6 SYP#2 CONTINUOUSLEDGER. BOTTOM @ 11'-4" W/(3) 1/4"x3-1/2" SDS SCREWS @16" O.C. ATTACH TRUSS TOLEDGER W/ LUS26
WS10SD5
WS10SD5
WF06SD4
WF15SD6
WS16SD5
2
8
1
2
1
A
H2x
12
WF15SD6
1 @ 24" O.C.
418B 4 18
WS11SD5
A418
WS10SD5
MD03SD1
WS16SD5
BW1
13
BW1
MD03SD1
BW1
B418
B
H2x
12
B
B 4 18
B
BW1
B 12 18
H2x12
FGR3 BUCKET TO BEINSTALLED PRIORTO INSTALLATION OFFGR1 Q418
A
BW2
BW2
BW2
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
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PLIE
S W
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ALL
OTH
ER P
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VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
FIR
ST F
LOO
R F
RAM
ING
PLA
N
S5F.1 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 & 5
8" EPOXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5
8" EPOXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)5
8" 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
WITH 1/2" FLITCHPLATE
B2x12(2)2x12 #2 SYP
WITH 1/2" FLITCHPLATE
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) 10dx112" NAILS OR
HETA20 w/(9) 10d x 112" NAILS FRAME TO CMU 1810 1810
(2)HETA16 OR (2)HETA20(1)ply TRUSS (10)10d x 11
2" NAILS(2)ply TRUSS (12) 16d x 11
2" NAILSFRAME TO CMU
(1)ply 2035(2)ply 2500
(1)ply 2035(2)ply 2500
HETA16 w/(18)10d x 112" NAILS OR
(2)ply TRUSS HETA20 w/(18) 10d x 112" NAILS FRAME TO FRAME H10A 1015
H10A-2 1070H10A 1340
H10A-2 1245
HTS20 w/(24)10d x 112" NAILS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450
(2)HTS20 w/(24)10d x 112" NAILS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900
H2.5A w/(10)8d FRAME TO FRAME 535 600
MTS12 w/(14)10d x 112" NAILS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000
MGT w/(22)10d 58" EPOXY ANCHOR w/SIMP. SET EPOXY MIN.5" EMBEDMENT
FRAME TO CMU 3140 3140
HTT4 w/(18)16d x 212" NAILS & 58" EPOXY ANCHOR w/SIMP.
SET EPOXY MIN. 7" EMBEDMENTFRAME TO CMU 3640 4235
HGT-2 w/(16)10d NAILS w/38" EPOXY ANCHOR w/SIMP. SET
EPOXY MIN. 5" EMBEDMENTFRAME TO CMU 6280 6280
HTSM16 w/(8)10d NAILS & (4) 14"x 21
4" TAPCONS FRAME TO CMU 1020 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
CMU 1290 1300
HTT4 w/(18) 16d x 212" NAILS w/58" EPOXY ANCHOR w/SIMP.
SET EPOXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNSUSE (18) #10x1-1/2" SD SCREWS INSTEAD OF NAILS
COLUMN TO FTG. 3640 4235
(3)HTS20 w/(24)10d x 112" NAILS
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350
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 NOTES1. 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 SPF #2 BUILT UP STUD COLUMN
(4)2X4 SPF #2 BUILT UP STUD COLUMN
(2)2X6 SPF #2 BUILT UP STUD COLUMN
(3)2X6 SPF #2 BUILT UP STUD COLUMN
(2)2X8 SPF #2 BUILT UP STUD COLUMN
(3)2X8 SPF #2 BUILT UP STUD COLUMN
(3)2X4 SYP #2 BUILT UP STUD COLUMN
(2)2X6 SYP #2 BUILT UP STUD COLUMN
(2)2X8 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"x5-1/4" LVL COLUMN.
3-1/2"x7" LVL COLUMN.
3-1/2"x9-1/2" LVL COLUMN.
5-1/4"x5-1/4" 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 1
2" J-BOLTS OR EPOXYANCHOR 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 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS570 plf
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
SP4 W/(6)10d x 11
2" NAILSSP4 W/(6)10d x 11
2" NAILS
16" SPFBW13 MID-SPAN280 plfSP4 W/(6)10d x 11
2" NAILS@ 32"o.c.
SP4 W/(6)10d x 11
2" NAILS@ 32"o.c.
12" SPFBW14 MID-SPAN380 plfSP4 W/(6)10d x 11
2" NAILS@ 24"o.c.
SP4 W/(6)10d x 11
2" 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 AND
ELEVATIONS FOR BEARING HEIGHTS.3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO 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 MANUFACTURERSLAYOUT
----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)1
4"x234"
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)1
4"x234" TAPCONS
ON MASONRY: (2) 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)1
4"x234" TAPCONS
ON MASONRY: (2) 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)1
4"x234" TAPCONS
ON MASONRY: (2) 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)1
4"x234" TAPCONS
ON MASONRY: (2) 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)1
4"x234" TAPCONS
ON MASONRY: (1) SIMP. MSTAM24
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
H2x8 (2)2x8 #2 SYP w/12" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H2x10 (2)2x10 #2 SYP w/12" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12 (2)2x12 #2 SYP w/12" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6)16d NAILS
H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8)16d NAILS
H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10)16d NAILS
H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12)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.
SHEE
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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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
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S6
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END
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
A 16
A 16
H2x6
H2x
6
A4
WS04SD5
A 4
WS04SD5
A 4
WS04SD5
GABLE END AT VALLEY FRAMING3/4"=1'-0"
GABLE TRUSS
TOP KNOCK OUTCOURSE W/ (1) #5CONT.
MASONRY WALL PERPLAN
SEE GE01/SD2 FOROUTLOOKER ORSHEATHINGCANTILEVER
8d NAILS @ 4" O.C.
MAIN SPAN ROOFTRUSS
UPLIFT CONNECTOR(SEE SCHEDULE)
EXT. SHEATHING;ATTACH PERNAILING SCHED.(2) 16d NAILS TO EA.COMMON TRUSS
SIMPSON HETA20 @4'-0" O.C. GABLETRUSS TO MASONRY
CONV. FRAME ORVALLEY TRUSSES PERPLAN
SHEE
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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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
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g.co
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PAR
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2398
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AL, E
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, LO
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IDEN
TIAL
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PR
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OF
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OR
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7D SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
GE05
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
A 4
WS04SD5
A 4
WS04SD5
H2x
6
A16
H2x6
3
A3
A3
A
GABLE END AT VALLEY FRAMING3/4"=1'-0"
GABLE TRUSS
TOP KNOCK OUTCOURSE W/ (1) #5CONT.
MASONRY WALL PERPLAN
SEE GE01/SD2 FOROUTLOOKER ORSHEATHINGCANTILEVER
8d NAILS @ 4" O.C.
MAIN SPAN ROOFTRUSS
UPLIFT CONNECTOR(SEE SCHEDULE)
EXT. SHEATHING;ATTACH PERNAILING SCHED.(2) 16d NAILS TO EA.COMMON TRUSS
SIMPSON HETA20 @4'-0" O.C. GABLETRUSS TO MASONRY
CONV. FRAME ORVALLEY TRUSSES PERPLAN
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
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HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7D.1 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
GE01SD2
SD01SD4
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
A 16
A 16
H2x6
H2x
6
A4
WS04SD5
A 4
WS04SD5
A 4
WS04SD5
GE01SD2
SD01SD4
LD02SD2
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7E SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
A 4
WS04SD5
A 4
WS04SD5
GE01SD2
SD01SD4
LD02SD2
H2x
6
A16
H2x6
3
A3
A3
A
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7E.1 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
A 16
A 16
H2x6
H2x
6
A4
WS04SD5
A 4
WS04SD5
A 4
WS04SD5
GE01SD2
SD01SD4
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7F SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
A4WS04SD5
H2x6 H2x6
H2x
6H
2x6
H2x
6
H2x
6
WF11SD3
H2x
6
H2x
6
A16
H2x6
3
A3
A3
A
A 4
WS04SD5
A 4
WS04SD5
GE01SD2
SD01SD4
SHEE
T TI
TLE
DAT
ED
ESC
RIP
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NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
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ASS
OC
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S, L
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OF
AUTH
OR
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NO
. 917
722
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00AL
TAM
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FL
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14PH
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2398
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NITY
, LO
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STR
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TUR
E IS
DES
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OVI
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N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7F.1 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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.
= 11'-4" T.O.M.
= INTERIOR/EXTERIORBEARING WALL (OR LINTELIF REFERENCED ON SHEETS4). VERIFY HEIGHT W/ARCHITECTURAL PLANSU.N.O.
ULTIMATE WIND SPEED: 150 MPH EXPOSURE: C
WALLS WITH PLASTER OR STUCCO FINISHESWALL 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
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
16" O.C. MAX
12" O.C. MAX
12" O.C. MAX
16" O.C. MAX
8" O.C. MAX
2x4 SYP #1
2x4 SYP #1
2x4 SYP #1
H2x
6
A 4
WS04SD5
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
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ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
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NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
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DES
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STAN
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D L
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N O
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OF
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OR
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N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
RO
OF
FRAM
ING
PLA
N
S7.2 SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/4"=1'-0"
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
BOLT
S ST
ART
8" M
AXAB
OVE
GAR
AGE
CU
RB
6"
GARAGE BUCK DETAIL1/2"=1'-0"
2x6x12 P.T. CENTERBUCK1/2" 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. PLATE1/2" x 8" J-BOLT OR EPOXYANCHOR @ 32" O.C. & 6"FROM EA. END W/WASHER, CENTER ONBASE PLATETOP 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
2x412" O.C.12" O.C.
3/16" x 3 1/4"3/16" x 3 1/4"
11x61x8
3/16" x 2 1/4" 12" O.C.22
1x412" 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 MASONRYSEE ELEVATION
MAIN FLOORELEV 0'-0"
VAR
IES
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
MASONRY WALL PERPLAN
SEE FOUNDATIONDETAILS FOR FTG INFO
ROOFING MATERIALPER ARCHS
VERTICAL REINFORCEMENT DETAIL1/2"=1'-0"
VAR
IES
ENTIRE COLUMN TOBE GROUT FILLED
U.N.O. SEE
PLAN
VAR
IES
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
SEE
PLAN
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
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
DET
AILS
SD1
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
LD S
HEA
THIN
G B
ACK
3/16
"
GABLE END @ FLAT CEILING CONNECTIONS3/4"=1'-0"
FALSE BM PER PLANIF REQ'D
FULL
SH
EET
NAIL GABLE ENDBOTTOM CHORD TOPLATE USING 10d NAILSAT 12" O.C.
2x4 BLOCKS.REFER TO GE02
(2) 10d NAILS @ EA.BOTTOM CHORD
2x4 BLOCKS.REFER TO GE02
(2) 10d NAILS@ EA. BOTTOMCHORD
2x4 BLOCKS.REFER TO GE02
(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 A35 CLIPS @24" O.C.
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 A35 CLIPS @24" O.C.
SIMPSON LSTA18 @48" O.C. AND AT ENDS
2x4 BLOCKS.REFER TO GE02
(2) 10d NAILS @ EA.BOTTOM CHORD
VALLEY
VALLEY
RID
GE
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
(2) 10d NAILS @ EA.BOTTOM CHORD
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. 1
4"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 BEARINGWALL DOWN 1-1
2"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) 8dNAILS (MAX. 1
4"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 BEARINGWALL DOWN 1-1
2"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.
SHEE
T TI
TLE
DAT
ED
ESC
RIP
TIO
NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
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DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
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PAR
K SQ
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MES
2398
CA
RNAV
AL, E
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MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
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O W
ITH
STAN
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HE
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IMPO
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IN A
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OR
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WIT
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HE
LOC
ATIO
N O
F SA
ID S
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RE,
PR
OVI
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OF
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APTE
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ALL
OTH
ER P
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ON
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F TH
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OR
IDA
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DIN
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
DET
AILS
SD2
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" S
PAC
ING
2 1/
2" E
ND
(2) 2x4's
8" S
PAC
ING
(2) 2x6's
1 1/2"
2 1/
2" E
ND
2 1/2"
8" S
PAC
ING
(2) 2x8's
2 1/4"
2 1/
2" E
ND
2"
8" S
PAC
ING
8" S
PAC
ING
8" S
PAC
ING
EDGE DISTANCEPER DETAIL
C DISTANCE PERDETAILL
INSI
DE
2x's
PER
DET
AIL
(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
C
D
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 ORRAFTERH
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
B
C
D
E
F
G
HK
A
B
C
D
E
F
G
HJ
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
MASONRY WALLSEE PLAN
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 PLANSPLICE 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
ROOF SHEATHING,FASTEN PER PLAN
2x4 FRAMING @ 24"O.C. MAX.PROVIDE (4)10d x3"NAILS AT JOINT
2x6 SUB FASCIA(2) 8d TOE NAILS TOLEDGER2x4 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.
ROOF SHEATHING,FASTEN PER PLAN
TRUSS CONNECTIONPER PLAN
SHEE
T TI
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DAT
ED
ESC
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NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
ITH
ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
DET
AILS
SD3
5
1
2
3
4
6
6
OPENING
3
1
1/2"
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TOHEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &BOTTOM
SOLI
D S
HEE
TO
F SH
EATH
ING
RIP
PED
PIE
CE
OF
SHEA
THIN
G IF
NO
T FU
LLH
EIG
HT
SHEA
THIN
G
7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL MEMBER IF GABLE END
(IF 2
STO
RY,
STA
RT
FULL
SH
EET
FRO
M B
OTT
OM
OF
FLO
OR
SYS
TEM
)
A
A
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 PLANSSTAGGER 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
SEE
PLAN
BEARING CONDITION @ CMU WALL
ALTERNATE BLOCKING @ FRAME CONDITIONNON-BEARING WALL CLIP DETAIL
3/4"=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 PLANTRUSS PER PLAN DTC CLIP, (2) 8d NAILS
INTO 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
POCKET SGDATTACHMENT BYBUILDER
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
SEE TRUSS PLAN FORMORE INFO &CONNECTION
LINTEL PER PLAN
POCKET SGDATTACHMENT BYBUILDER
2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACHTRUSS MEMBER (TOPAND BOTTOM CHORDSALONG W/ WEBBING)
2x8 w/ (2) 10d NAILS @EACH VERTICAL
SEE PLAN12
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
2x8 w/ (2) 10d NAILS @EACH VERTICAL
2x4 #2 SPFBLOCKING @ 24" O.C.w/ (2) 16d END NAILSEACH END
SEE TRUSS PLAN FORMORE INFO &CONNECTION
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
SHEE
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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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
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OR
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NO
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014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
DET
AILS
SD4
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 PLANHEADER - 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/HEADEREXTERIOR 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. HTT4w/(18) 10d x 21
2" NAILSTO POST (U.N.O. ONFRAMING PLAN) & 5
8"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/BLOCKINGBELOW USING 1
4"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"
NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED
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
MASONRY WALL PERPLAN
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 ANDMASONRYMASONRY WALL PERPLAN
(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 PLATE3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
STRUCTURAL COL PERPLAN FOR SIZE ANDREQ'D # OF STUDS
PRE-ENGINEEREDROOF TRUSS - SEEFRAMING PLAN FORLOCATION & SPACING
TYPICAL GIRDER COL. CONNECTION3/4"=1'-0"
NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED
PROVIDE SOLIDBLOCKING BELOWCOL. EVEN WITHINFLOOR TRUSS MASONRY WALL SEE
PLAN FOR MORE INFO
SEE DETAIL WS11 FORMORE INFO
DOUBLE 2x TOP PLATE2x BOTTOM PLATE3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
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. HTT4w/(18) 16d x 21
2" NAILSTO POST (U.N.O. ONFRAMING PLAN) & 5
8"ALL THREAD w/7" MIN.EMBEDMENT INTO TIEBEAM USING SIMP. SETEPOXY
TWO STORY PARALLEL FLOOR CONNECTION3/4"=1'-0"
NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED
(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
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
2x4 PT SILL PLT. IFKNEEWALL
MASONRY WALL PERPLAN
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
3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
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 PLANBEARING
SEE PLANWD. HD. HT.
0'-0"FIN. FLR.
SEE PLANBEARING
8"
GRADE
TYPICAL TWO STORY SECTION3/4"=1'-0"
NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED
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 PLANSEE 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.
3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
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
MASONRY WALL PERPLAN
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"
NOTE: ALL FLOORTRUSSES TO BE P.T. IFNO MOISTUREBARRIER (FELT PAPEROR SIM) IS PROVIDED
SEE PLAN FORCANTILEVER
SHEATHING PER PLANATTACH PER NAILINGSCHEDULE
(2) ROWS 8d NAILS @3" O.C. TYP. WALLSHEATHING TO EA.RIBBON
2x BOTTOM PLATE W/(2) 12d @ 12" O.C.
2x STUDS , SEEFRAMING PLAN FORSPACING AND GRADEAND SEE ARCH PLANTO VERIFY SIZE
MASONRY OR FRAMEWALL PER PLAN
SIMPSON HETA16 ATMASONRY OR MTS12AT WOOD FRAMEWALL
3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
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
SHEE
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DAT
ED
ESC
RIP
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NR
EV.
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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
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STAN
D T
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WIN
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IN A
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OR
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
DET
AILS
SD5
12
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 PLANSEE ARCHS FOR ROOFWATERPROOFING ANDFINISHTRUSS 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 BELOWSEE 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
MASONRY WALL PERPLAN
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
MASONRY WALL PERPLAN
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
ROOF SHEATHINGATTACH PER NAILINGSCHEDULE
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
3/4" FLOOR SHEATHINGATTACHED PERNAILING SCHEDULE
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
SEE FRAMING PLANFOR CONNECTION
(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
ROOF SHEATHINGATTACH PER NAILINGSCHEDULE2x4 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
BRACING @ 2 STORY FRAME WALL1"=1'-0"
2x4 NAILER W/ (2)10d NAILS @ 16" O.C.
2x4 STUDS @ 16" O.C.
1/2" GYP. BOARD
SIMPSON H10A @ EA.DIAGONAL BRACE
ALL THREAD ROD@ 48" O.C.; SEEFOUNDATION DETAILSFOR CONNECTION @BASE2x4 BOTTOM PLATE,CONNECT TO DOUBLETOP PLATE W/ 16dNAILS @ 6" O.C.(2) 2x4 TOP PLATE2x BEARING WALL W/ROOF LOAD
2x LEDGER TO UPPERFLOOR WALL W/1/4" X 3-1/2" SIMPSONSDS SCREW @ 16" O.C.O.S.B. TO OVERLAPBOTTOM PLATE 1 1/4"(MIN.)
WALL BRACING @ 48"O.C. MAX. 45° FROMHORIZONTAL (+/- 10°)BRACE NOT REQUIRED6' FROM EAVES.
TRUSSES PERPLAN
2x4 BRACE TO EA.ADJACENT DIAGONAL,FASTEN TO DIAG. W/(2) 16d NAILS
(5) 16d NAILS BRACETO BLOCKING
SHEATHING CONT. TO2nd STORY WALLBOTTOM PLATEATTACH PER NAILINGSCHEDULE
2x4 BLOCKS, (2) 16dNAILS @ EA. END.BLOCK ADJACENTBAYS @ EA. DIAG. ASSHOWN. FASTEN ROOFSHEATHING TOBLOCKS W/ 8d NAILS @6" O.C.
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
MASONRY WALL PERPLAN
CONTRACTOR MAY USESIMPSON HTT4 ATWINDOW JAMB STUDSINSTEAD OF INDICATEDEXTERIOR FLAT STRAP.INTERIOR FLAT STRAPIS STILL REQUIRED ATJAMB STUD CONDITION
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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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
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DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
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2398
CA
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AL, E
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, LO
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STR
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DES
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IN A
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OVI
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OF
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IDA
BUIL
DIN
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ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
2-ST
OR
Y D
ETAI
LS
SD6
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
SEE
TABL
E FO
R M
AXW
IDTH
OF
LAN
DIN
G
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 TOENAILS 2x6 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) 14"x3" SDSSCREWS EQUALLYSPACED & CENTEREDIN TRUSS
NOTCH FLOORSHEATHING TOACCOMMODATE 2x
ST03
SEE
TABL
E FO
R M
AX.
WID
TH O
F LA
ND
ING
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.
1'-0
"
CL
10" MIN.36" M
IN. F
INIS
H
-
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
SHEE
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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.
MO
NTA
CO
NSU
LTIN
G &
DES
IGN
PRO
JEC
T
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQTA-217-----
AS INDICATED
06/21/17
---
MCDBLDG DESIGN:
DRAFTING:----DESIGN:
-STRUCT: HG
OF
WM
R A
ND
ASS
OC
IATE
S, L
LCC
ERT.
OF
AUTH
OR
IZAT
ION
NO
. 917
722
2 S.
WES
TMO
NTE
DR
., ST
E. 1
00AL
TAM
ON
TE S
PRIN
GS,
FL
327
14PH
ON
E: (4
07) 6
81-1
917
ww
w.m
onta
cons
ultin
g.co
m
PAR
K SQ
UARE
HO
MES
2398
CA
RNAV
AL, E
LEVA
TIO
NC
OM
MU
NITY
, LO
T
THIS
RES
IDEN
TIAL
STR
UC
TUR
E IS
DES
IGN
ED T
O W
ITH
STAN
D T
HE
WIN
D L
OAD
ING
IMPO
SED
IN A
CC
OR
DAN
CE
WIT
H T
HE
LOC
ATIO
N O
F SA
ID S
TRU
CTU
RE,
PR
OVI
SIO
NS
OF
CH
APTE
R 3
, AN
D C
OM
PLIE
S W
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ALL
OTH
ER P
RO
VISI
ON
S O
F TH
E FL
OR
IDA
BUIL
DIN
G C
OD
E 5t
h ED
ITIO
N (2
014)
-RES
IDEN
TIAL
BRYA
N E
. DAH
LKE,
P.E
.FL
OR
IDA
LIC
. No.
814
39
GEN
ERAL
STA
IR D
ETAI
LS
ST1