HomeMy WebLinkAbout217 Big Spring Ter 16-554 (new sfh) (a)THORNBROOK 40's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS
MONO FOOTING, PAINTED KNEE WALL AT 5TAIR5, ALUMINUM
OVER 24 51.15 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50
GAL. ELECTRIC W.H., 30" UPPER5 AT KITCHEN, PAVER
DRIVE AND LEAD WALK, PAVER ENTRY.
GENERAL GON5TRUCTION NOTE5;
CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CONSTRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION.
LOT 10 3 THORNBROOKE 40 CEILING CON5TRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE
THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY; THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL80 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12,1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R 5TH EDITION (2014) R10235.
PRF.q-T()N 1-99-9 FLFVATION R EXTERIOR FIN15HE2
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103,6.1 AND A5TM C 1063: ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH
HEAD; OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE
PER F.B.C.R - 5TH EDITION (2014) R103;62 AND A57M C 926. PER F.B.C.R. 5TH EDITION (2014) R103b.2,1 WEEP SCREEDS SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE
CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL'ATTAC HMIENT FLANGE OF 3 I/2 INGNES,SHALL BE PROVIDED AT OR BELOW THE PLATE
GARAGE RIGHT LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED
AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
SC E D. PERF.B.C. 5TH EDITION (2 14) R 103b.3 WATER RE5I5TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE6I5TIV VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D. PAPER, STUCCO APPLICATION AND CURING PER F.15C.R 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM C 926.
STUCCO 'CONTROL JOINTS:
TAYLOR MIORRISON
STUCCO CONTROL JOINTS TO INSTALLED ASTM G 1063.06 (1,11.4.1 TH 1,11.4.4) AT FRAM WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATEA AS NOT
` R BE LLED PER.. RU ED DELRE
MORE TWAT 100 5F, FOR HORIZONTAL APPLICATIONS. 'DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2
TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
EGRE55:
--1
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING: ;
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
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REDRAW NOTES PLAN REVISIONS a KAW N V 1 v u tx 2. APPROVED CO RONON RE515TH T FLASHING SHALL BE APPLIED SHINGLE FAS ION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORRQSION-RESISTANT FLASHING SNALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8.
01-20=16 CREATED LOT SPECIFIC PLAN FOR LOT 103 IN
COV GENERAL NO/
ES INDEX SPECIFICATIONS
WINDOW INSTALLATION:
6 WINDOWS SHALL BE INSTALLEt? AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
THORNBROOKE 40'5 ELEVATION B GARAGE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
1 SLAB INTERFACE PLAN
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THE OPENING E N NG BETWEEN H T DOORS NOT THAN 13/8 IN THICKNESS, SOLID 0 (.CJ 0 HONEYCOMB 2A1 MAIN FLOOR PLAN NOTES
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I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING: ;
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
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REDRAW NOTES PLAN REVISIONS a KAW N V 1 v u tx 2. APPROVED CO RONON RE515TH T FLASHING SHALL BE APPLIED SHINGLE FAS ION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORRQSION-RESISTANT FLASHING SNALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8.
01-20=16 CREATED LOT SPECIFIC PLAN FOR LOT 103 IN
COV GENERAL NO/
ES INDEX SPECIFICATIONS
WINDOW INSTALLATION:
6 WINDOWS SHALL BE INSTALLEt? AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
THORNBROOKE 40'5 ELEVATION B GARAGE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
1 SLAB INTERFACE PLAN
150 STATE STREET EAST
O ROMA 34677
LDSMAR, RI A
RIGHT W/ PLAN OPTIONS INCLUDING: LANAI
T N51 A 0 1 KEY TOUGH
X ON GARAGE 0 0 N
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/GARAGE, ;
DWELLING OPENINGS
PE BE EE THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD p0 R LESS A T E , S LDC RE 5 R E MB
THE OPENING E N NG BETWEEN H T DOORS NOT THAN 13/8 IN THICKNESS, SOLID 0 (.CJ 0 HONEYCOMB 2A1 MAIN FLOOR PLAN NOTES
813.925.1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
PAD, T.V. OUTLET AT MASTER SUITE, FAMILY
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CORE STEEL DOORS -NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED` DOORS EQUIPPED WITH A SELF CLOSING DEVICE:
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ROOM LOFT AND BEDROOM 2 4 3 RECE55ED
2A2 MAIN FLOOR PLAN DIMENSIONS
CAN LIGHT5 AT FAMILY ROOM AND LOFT, (5)
FLOOD ZONE REQUIREMENTS. ,..
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CEILING FAN PRE -WIRES AND. 6 -S H. DOOR
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
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ASPHALT SHINGLES (IF APPLICABLE):
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I: WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R905.2b.1. ,, " U +[ �.•'` *Yw z
2B2 UPPER FLOOR PLAN DIMENSIONS �,.• m .rt
2. ASPHALT SNINGLE5.5NALL ONLY BE USED ON ROOF &LOPES OF Ts.� UNITS VERTICAL IN 12 UNITS HORIZONTAL 12.12) OR GREATER. FOR ROOF SLOPES FROM UNITS VERTICAL iN � � •
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12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR "UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226 TYPE I OR TYPE II 's • .+�°M L 4
2C STAIR SECTION DETAILS A5TM D 4869, TYPE II OR TYPE IV OR A51M D 6157 IS REQUIRED IN ACCORDANCE WITH SECTION RW5.2,1, FOR ROOF 5LOPE6 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
/ (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR D 615115 REQUIRED IN ACCORDANCE WITH SECTION
3B1 FRONT ELEVATION "B��
_ 89052,1.
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CLAY AND CONCRETE TILE (IF APPLICABLE) : '
3B2 ' ELEVATIONS 800 F PLAN/ BU I LD I N V SECTION THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - STN EDITION 12014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR
/ -
RECOMMENDATIONS OF FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VasD IS DETERMINED IN ACCORDANCE WITH
3B3 FLASHING DETAILS
SECTION R301113 OR THE RECOMMENDATIONS OF RA5118 119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR. - 5TH EDITION (2014) R9053.3 SHALL. CONFORM WITH ASTM D 226 TYPE
II; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH
3B4 FLASHING DE AILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITIOWHERE THE Vas15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS
OF RAS 118,119 OR 120.
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CHIMNEY HEIGHT REQUIR�M�N�S IIF APPLICABLE) ICAL PLAN MAIN LC0R.ELE CT
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLEDTHE CHIMNEY MUST EXTEND 3'-0` PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST
BE
46 -UPPER FLOOR ELECTRICAL PLAN
2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0""
AWAY OR CLOSER.
TUB D 5HOW AN A AS:
ER RE0
, 1. CEMENT, FIBER -CEMENT, OR GLASS MAT G PSUM BOARD lN0 GREEN BOARD ALL0WED) IN COMPLIANC WITH ASTM C1 8, CI325 0R G1118 AN INSTALLED IN ACCORDANG WI
TH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL. TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
Z
TERMITE PROTECTION:
ER E
lPENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING S
0NCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E
TREATMENT 16 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH AND BE SEALED WITHIN THE SLAB USINC
A
NON-CORR051VE CLAMPING DEVICE T0 ELI MINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEVE, NO TERMITICIDE6 SHALL BE APPLIED ,NSI E- THE SLEEVE,
RECORD
CO _
COPY 2
..PROTECTION AGAINST DECAY AND TERMITES.. CONDENSATE LINES, IRRIGATION /.SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AN ROOF DOWNSPOUTS SHALL DISCHARGE AT 010
E D
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPINGTAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
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REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL A
ND HVAC
i. ENERGY CALCULATIONSHEATING- 15 Y C T AN T
E ERGFOR AND COOLING CAPACITIES. SHALL BE FURN HED B THE GENERAL CONTRACTOR A5 ATTACHMENT TO NIS. PLAN SET AT THE TIME. OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, R,AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER ADPL ANC
E5,
REVIEWED FOR CODE COMPLIANCE " OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED INFRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
PLANS EXAMINER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, "26 GAUGE (0.48
.3-1— tG • _ mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. M
DATE 4; FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
D. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL O
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15ION5 OF
SANFORD BUILDING DTVI I - N SECTIONS M14113.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAUST FANS AND VENTING:
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 1.OUTDOOR DISCHARGE, THE AIR REMOVE Y EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >=
D B EVE L L
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 5OFFIT, RIDGE VENT OR CRAWL SPACE.
GLIDES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE ► IAL OFFICIAL FROM THEREAFTER 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
HE BU LD
0
'IFQUIRING A CORRECTION OF ERRORS IN PLANS, TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO 'AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
CONSTRUCTION OR VIOLATIONS OF THIS CODE 3, DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND
LABELED FOR THE APPLICATION THE MAXIMUM LENGTH OF THE EAAU5T DUCT INCLUDING ANY TRANSITION DUCT SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTERSUMMON
COMPACTION TEST ,
FAN MANUFACTURERS INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER
5
REQUIRED T
Q I LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL: THE LABEL SHALL BEAR THE WORDS THIS DRYER
Results to be Verified EXHAUST SYSTEM 16 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN."
Inspection 1989 at Slab lnspec 4. PROM UV V A
DE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG
ATTENTION _
EN ON GENERAL CONTRACTOR / BUILDER;
155UANCE OF PLANS FROM THI5 DRAFTERS OFFICE SHALL NOT RELIEVE THEBUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS AND ADHERENCE TO •
�t_Q TITLE
�V �N
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY GENERAL NOTES
SANFORD REVISIONS 0R CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL SUBJECT TO ADDITIONAL. -
FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTERS OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE
REV. 10-14-2015 _
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150 STATE STREET FAST
OLDSMAR, FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
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(1) HOUR RATED A55EMBLY GA FILE #RC2602
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(1) HOUR RATED A55EMBLY GA FILE #RC2602
INSTALL (2) LAYERS 5/8" TYPE "X" EXT. GYP, BR A5 5HOWN,
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-----------------------
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(1) HOUR RATED A55EMBLY GA FILE #RC2602
INSTALL (2) LAYERS 5/8" TYPE "X" EXT. GYP, BR A5 5HOWN,
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THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF
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ROOF -CEILING SYSTEMS
GA FILE NO, RC 2602 GENERIC 1 HOUR
WOOD TRUSSES, GYPSUM WALLBOARD FIRE
Baso layer 518" type X gypsum wallboard applied at right angles to wood trusses 2W'
ox. with 1114" Type W or S drywall screws 20 o.'r. Face layer 518" type X gypsum
wallboard or gypsum veneer base applied at right arose to trusses with 1718 Type W a
or S drywall screws 12" oc, at Joints and Intermediate trusses and I 112" Type 0 drywall
saws 12" o -c placed 2" back on either side of and Joints. Joints offset 24" from base
layarJoints. Wood trusses supporting 112" wood structural panels applied at right angles
to trusses with 8d nails. Appropriate roof covering,
AS PER THE FBG 5TH EDITION (2014) RESIDENTIAL SECTION 8302,
MEASURES SHALL BE TAKEN TO PROTECT ANY AND ALL PROJECTIONS THAT
ARE > 2 FEET TO t 5 FEET.
DISTANCE IL.-JiLil
`o �o
AT FRONT
MAIN FF. LINE _ _ MAIN F.F. LINE _ _ MAIN FF. LINE
GRADE LINE �S", I
(ASSUMED)c°..�
RIGHT ELEVATION
SCALE: I/8" = I'-0" � 1 6 � 5 5 �
ELEVATION "B"
GARAGE RIGHT
x
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ROOF PLAN 612 ,,// a6
�5NINGLE
SCALE: 1/8" : I' P"
ROOF�
., PLT. HT. PL. HT.
ROOF -CEILING SYSTEMS
GA FILE NO, RC 2602 GENERIC 1 HOUR
WOOD TRUSSES, GYPSUM WALLBOARD FIRE
Baso layer 518" type X gypsum wallboard applied at right angles to wood trusses 2W'
ox. with 1114" Type W or S drywall screws 20 o.'r. Face layer 518" type X gypsum
wallboard or gypsum veneer base applied at right arose to trusses with 1718 Type W a
or S drywall screws 12" oc, at Joints and Intermediate trusses and I 112" Type 0 drywall
saws 12" o -c placed 2" back on either side of and Joints. Joints offset 24" from base
layarJoints. Wood trusses supporting 112" wood structural panels applied at right angles
to trusses with 8d nails. Appropriate roof covering,
AS PER THE FBG 5TH EDITION (2014) RESIDENTIAL SECTION 8302,
MEASURES SHALL BE TAKEN TO PROTECT ANY AND ALL PROJECTIONS THAT
ARE > 2 FEET TO t 5 FEET.
DISTANCE IL.-JiLil
`o �o
AT FRONT
MAIN FF. LINE _ _ MAIN F.F. LINE _ _ MAIN FF. LINE
GRADE LINE �S", I
(ASSUMED)c°..�
RIGHT ELEVATION
SCALE: I/8" = I'-0" � 1 6 � 5 5 �
ELEVATION "B"
GARAGE RIGHT
15/32 O.S.B. SHEATHING
2X4'S @ 16" O.C. BRG EXT WALL
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z A A
- FLASHING TO EXTEND 36"
FLASHING UNDER S.G.D.AS RUBBER MEMBRANE BEYOND
i I 7/16" O.S.B. SHEATHING -- EXTERIOR FINISH
SHOWN, PROVIDE 4" -1" BEAD OF PER BUILDER
CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER BUILDING WRAP BEYOND
UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING I FLASHING. PROVIDE FLASHING
BOOT AT POSTS
AND RETURN UP JAMB 6". USE AND DECK FLASHING. I CEMENT PLASTER STOP
i
BUILDING WRAP TO GO OVER FLASHING LIQUID NAIL BRAND OR EQUAL � � : EXTERIOR FINISH WATERPROOF MEMBRANE WATERPROOF MEMBRANE
WATER PROOF CAULKING i PER BUILDER
s _ 7/16" O.S.B. SHEATHING
FLASHING.
;t J
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6" ,°
WATERPROOF MEMBRANE 20" FLOOR
FLASHING TO BE FLEXIBLE SELF TRUSS
ADHESIVE TYPE (MIN 6" WIDE) 2X$ TRIM BOARD
PRECAST LINTEL
STUCCO "J" MOLD
PROVIDE SELF ADHERED
7/16" O.S.B. SHEATHING
FLASHING
LAPPING DOWN OVER RIM JOIST
2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" a SEE STRUCTURAL FOR
CONNECTORS
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY@ 24" O.C. MAX 24" FLOOR TRUSS TEXTURED CEMENT
( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH
USP CMU BLOCK
HTA20 STRAP 8 '
TYPICAL FLASHING AT PRECAST EA. JOIST II• .il
AND EXTERIOR SHEATHING TEXTURED
CEMENt PLASTER-
FINISH
F MATERIAL PER
VATIONS WITH APPROVED
)ERLAYMENT (REFER TO
/ER SHEET)
ENGINEERED ROOF
ISSES AT 24" O.G.
;RICANE STRAP PER
)F FRAMING PLAN
gk BRG. HGT.
N. DRIP EDGE
FASCIA
TED ALUM. SOFFIT
ATH & EXT. FINISH
JDOW FLASHING AS REQ'D
WINDOW TRIM
\DER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING ---/
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
WALL COVERING
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
wiry FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING
FR RESISTIVE BARRIER &ENVELOPE.
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIORWALLTHE
ALLOW FOR FLASHING INSTALLATION EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTIONR703.8. THE EXTERIOR WALL 150 STATSSTREErEAST
R FS o1.� r�.o�mn 3467734677T F sM�,
i ENVELOPE SHALL BE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION O WATER
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER S'T 813. 925 .1300 TEL
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925_��${�q FAX
wnl i�iLi�V M
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING REQUIRED BY SECTION R7p3:2 D A MEAN F DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY:
� Q AN S O r E> I
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE � !•
' WEATHER RESISTIVE`
WITH SECTION R702 . R�
.7 OF THE CODE.
BARRIER' �` �3►�: to"
O
� R703.2 WATER -RESISTIVE BARRIER �- AC, ►�-+ o
OWEATHER-RESISTANT O: ,_ p
pPONE LAYER OF APPROVED MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING .
SILL PLATE �G ♦ ,
AST F R STUDS SHEATHING F 5 w
SEE DETAIL B M D 226 OR TYPE 1 APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVE S U S OR SHEA NG O U-
�, 4
FOR OPTlolvs ' ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER F
1 e
O � THE LOWER LAYER NOT LESS THAN 2 INCHES 51 MM .WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS . e►t to
THAN 6 INCHES (1 52 LL E CONTINUOUS TO THE TOP OF WALLS AND
' � C (5 MM). THE APPROVED MATERIAL SHA B CO NU S O ,
0P N,,.
TERMINATED AT PENETRATIONS. AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
CORNER PATCH �°�a,
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1
0
R703.8 FLASHING
FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR 0
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z
CONTRACTION, ASTM C 1281, HAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
(MIN. 6" WIDE) fn I
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN As NECESSARY 1. EXTERIOR WINDOW AND .DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR.OPENINGS SHALL EXTEND
c TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD0
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
' :FOLD UP WEATHER RESISTIVE
ADDRESSED IN THE FENESTRATION MANUFACTURERS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE '
NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
� L
MANNER AS TO DIRECT WATER TO SURFACE THE S FA E OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
WEATHER i EXTERIOR QU O
RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES,
BARRIER
TE
TAPE SILL PLA 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2
(ASSEMBLED
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1
WINDOW)
FLASHING
2
� 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„OR FMA/AAMA/WDMA 300.
i
i
i
FLASH NG>=2. AT THE INTERSECTION OF .CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR :STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
0
FLASHING DO NOT FLASH
OVER BOTTOM
3. UNDER AND AT THE. ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
NAILING FLANGE
HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP &TEMPORARILY
5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
TYPE MIN. WIDE
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVEY ( 6 ) CONSTRUCTION.
1989
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2.l REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS.
2. INSTALL HEAD FLASHING UNDER 1:, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
7. AT BUILT -
IN GUTTERS.
WEATHER RESISTIVE BARRIER
4.:! INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE ' BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD n
FLASHING AND SEAL WITH TAPE
1 C_ C C r
x
r 0
-i
0
_j ,
co
0
N0��M
N
L >_'J',
6 LL
0 0 :2z
0-� C0
E LL
00
ZN�o'
F MATERIAL PER
VATIONS WITH APPROVED
)ERLAYMENT (REFER TO
/ER SHEET)
ENGINEERED ROOF
ISSES AT 24" O.G.
;RICANE STRAP PER
)F FRAMING PLAN
gk BRG. HGT.
N. DRIP EDGE
FASCIA
TED ALUM. SOFFIT
ATH & EXT. FINISH
JDOW FLASHING AS REQ'D
WINDOW TRIM
\DER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING ---/
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
WALL COVERING
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
wiry FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING
FR RESISTIVE BARRIER &ENVELOPE.
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIORWALLTHE
ALLOW FOR FLASHING INSTALLATION EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTIONR703.8. THE EXTERIOR WALL 150 STATSSTREErEAST
R FS o1.� r�.o�mn 3467734677T F sM�,
i ENVELOPE SHALL BE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION O WATER
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER S'T 813. 925 .1300 TEL
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925_��${�q FAX
wnl i�iLi�V M
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING REQUIRED BY SECTION R7p3:2 D A MEAN F DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY:
� Q AN S O r E> I
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE � !•
' WEATHER RESISTIVE`
WITH SECTION R702 . R�
.7 OF THE CODE.
BARRIER' �` �3►�: to"
O
� R703.2 WATER -RESISTIVE BARRIER �- AC, ►�-+ o
OWEATHER-RESISTANT O: ,_ p
pPONE LAYER OF APPROVED MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING .
SILL PLATE �G ♦ ,
AST F R STUDS SHEATHING F 5 w
SEE DETAIL B M D 226 OR TYPE 1 APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVE S U S OR SHEA NG O U-
�, 4
FOR OPTlolvs ' ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER F
1 e
O � THE LOWER LAYER NOT LESS THAN 2 INCHES 51 MM .WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS . e►t to
THAN 6 INCHES (1 52 LL E CONTINUOUS TO THE TOP OF WALLS AND
' � C (5 MM). THE APPROVED MATERIAL SHA B CO NU S O ,
0P N,,.
TERMINATED AT PENETRATIONS. AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
CORNER PATCH �°�a,
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1
0
R703.8 FLASHING
FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR 0
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z
CONTRACTION, ASTM C 1281, HAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
(MIN. 6" WIDE) fn I
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN As NECESSARY 1. EXTERIOR WINDOW AND .DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR.OPENINGS SHALL EXTEND
c TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD0
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
' :FOLD UP WEATHER RESISTIVE
ADDRESSED IN THE FENESTRATION MANUFACTURERS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE '
NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
� L
MANNER AS TO DIRECT WATER TO SURFACE THE S FA E OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
WEATHER i EXTERIOR QU O
RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES,
BARRIER
TE
TAPE SILL PLA 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2
(ASSEMBLED
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1
WINDOW)
FLASHING
2
� 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„OR FMA/AAMA/WDMA 300.
i
i
i
FLASH NG>=2. AT THE INTERSECTION OF .CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR :STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
0
FLASHING DO NOT FLASH
OVER BOTTOM
3. UNDER AND AT THE. ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
NAILING FLANGE
HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP &TEMPORARILY
5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
TYPE MIN. WIDE
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVEY ( 6 ) CONSTRUCTION.
1989
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2.l REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS.
2. INSTALL HEAD FLASHING UNDER 1:, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
7. AT BUILT -
IN GUTTERS.
WEATHER RESISTIVE BARRIER
4.:! INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE ' BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD n
FLASHING AND SEAL WITH TAPE
1 C_ C C r
SHEATHING
TEXTURE
FIN15H GOAT
BROWN COAT
5GRATCH GOAT
SELF -FURRING
LATH
TWO LAYERS WRB
WEEP SCREED
TERMINATE SELF
ADHESIVE FL45HING
AT LOWER N05E OF
M.W.W.5.
SELF ADHESIVE
FLA5HING
MA50NRY BLOCK
WALL
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY °
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
MAI I CUCATUlkit`_
ASPHALT SEALANT:
EXTEND MIN. OF 6"
OUTSIDE OF FLASHING
/
r
- NAILING FLANGE
/ \I
/
/
— SELF -ADHERED FLASHING
r.Rir.KET AS
:IED
kN
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
HOLD EXTERIOR
FINISH 2" ABOVE
r°
yam:°
ROOF
�a ° °° _ FLASHING
s°°I-;;'• y..✓',�'o°Y;;��'-_�-�...o
CAULKING _"' ::''.,•.
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
_ 6 TO 12"
PER PLAN
SPECS.
6" HIGH
DIVERTER
FLASHING /
GALV.'L' FLASHING
TYPICAL.
ROOFING FELT
--------DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL.
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
X— DOOR ROUGH OPENING
— 3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBIBFL�OOOR
RIM JOIST
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR
SHEATHING
KING
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SECTION -A (SEE
DETAIL WP02)
/
SELF -ADHERED
FLASHING
SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
UNDER DECKING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
(SEE DETAIL WP07) SHEDDING LAPS
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
3/4"-1" BEAD OF CONSTR.INSTALL
SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER
EXTER. WALL FINISH
FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURNFLASHING
ASPHALT BASED
SEE
WINDOW
UP JAMB 6". USE LIQUID NAIL BRANDFLANGED
MAINTAIN
OR EQUAL WEATHER PROOF CAUL
METAL FLASHING 3-1/2"
FLASHING CONT.
(SEE DETAIL WP01)
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED
UNDERLAYMENT (REFER TO
COVER SHEET)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
ROOF CRICKET:
MIN: 3:12 SLOPE
(REQUIRED AT
ALL LEVEL VALLEY VERTICAL WALL
LOCATIONS) AT ENTRY
NOTE: THIS DETAIL IS REQUIRED
AT ALL VERTICAL WALL INTERSECTIONS
WITH ROOF VALLEYS & ROOF CRICKETS.
5"x5" METAL FLASHING
w/TAR BETWEEN
FLASHING AND SHINGLES
SHINGLE PER
CONTRACT
TYPICAL ROOF TO
WALL FLASHING DETAIL
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
NEEDED IN CORNERS ADHESIVE
THROUGH SELF -ADHERED ASPHALT ADHESIVE
FLASHING SELF -ADHERED FLASHING
r.
SCORED
RELEASE PAPER
" (BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPO
ADHESIVE AS SHOWN)
SELF -ADHERED FLASHING
INSIDE CORNER
TEXTURED, PAINTED
•
EXTER. WALL FINISH
JOINT ONLY
WEEP SCREED
ASPHALT BASED
6" X 18" H GALV.
MAINTAIN
SEALANT APPLIED
METAL FLASHING 3-1/2"
FLASHING CONT.
BOTTOM OF
BEHIND FLASHING
PLASTER STOP
WEEP SCREED
AND EXTENDING A
ROOF
Z
MINIMUM OF 6"ABOVE
SHINGLES
>
VERTICAL RISE OF
ALL INSIDE AND
- g
FLASHING AT KNEEWALL
6" X 18" H GALV.
WILL NEED TO BE
FLASHING CONT. iv
MITER CUTAND
SEALANT
FLASHING
DETAILS
6" HORIZ.
FLASHIN
FLASHING INSTALLATION
WHERE ROOF MEETS VERTICAL WALL
R\�G�
loo" �E�K
Roo1o���
RpO q�q� �,Q 2 s\o�i O „op�P DGS
E9
IX r �N C 41 � ARSE 6\,vC,o�Rs o JR5 MEQ °R
2ND cooks", �sl G� \
RAKE METAL
LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 4 y^ 2 EAVES
CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE
WATERPROOFING SHINGLE T
UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR
TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
COURSE USED.
EMBED EACH SHINGLE INA 2"
DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT
VALLEY CENTERLINE i RAGING CEMENT.
<
CUT 2" DIAGONALLY OFF ROOFING SYSTEM FIN Y TEM IS CERTAINTEED LANDMARK TL
UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY
TRIMMED SHINGLE CERTAINTEED CORPORATION.
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE 1°
REMOVE
7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH ACCORDANCE WITH
ASTMC926 ASTMC926
APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN MATERIAL W/METAL LATH IN
ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063
BUILDING PAPER BUILDING PAPER
- 7/16" O.S.B.
7/16" O.S.B.
SHEATHING
SHEATHING
KEEP TOP EDGE OF WEEP'
METAL SCREED 2" BELOW TOP OF
FLASHING BLOCK
31/2
U NPE RFORAT
ED
McN�nr'7x
CQLo 0
.J0Y/ 2>>JN°aLL60 0 o0-, c
iL_YNG;)
o0ZN2
VULCUM CAULK BOTTOM
FLANGE 7/8"
•
JOINT ONLY
WEEP SCREED
MAINTAIN
METAL FLASHING 3-1/2"
BOTTOM OF
UNPERFORATED FLANGE 7/8"
WEEP SCREED
WEEP SCREED
11/2" TO 2"
ABOVE ROOF
1/2" CEMENTITIOUS
SHEATHING"
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
U NPE RFORAT
ED
McN�nr'7x
CQLo 0
.J0Y/ 2>>JN°aLL60 0 o0-, c
iL_YNG;)
o0ZN2
VULCUM CAULK BOTTOM
FLANGE 7/8"
JOINT ONLY
WEEP SCREED
MAINTAIN
METAL FLASHING 3-1/2"
BOTTOM OF
UNPERFORATED FLANGE 7/8"
WEEP SCREED
WEEP SCREED
11/2" TO 2"
ABOVE ROOF
1/2" CEMENTITIOUS
SHEATHING"
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUTAND
CEMENT PLASTER IN
° CAULKED ALL BUTT
®® •� JOINTS NEED TO BE
ACCORDANCE WITH ®'®®®® ®°m°®. EMBEDDED IN
ASTMC926 OVER WOOD
PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" —�
TRUSSES AT 24" O.C. PAST EDGE OF ROOF
ROOF PER PLAN
I L6�
1" SA
TYPICAL ROOF TO _-
WALL FLASHING DETAIL ` PLAN VIEWNAIL
NAILS. 3/8" MIEN SHINGLHEADS. 6 PER SHINGLE. W/ 11 OR 12 GAUGE R
HNGR OFING # 6 c 5
FIGURE 4: VALLEY DETAIL TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT J
W SHOW GENERAL FLASHING AND
FLASHING DETAIL WATERPROOFING METHODS TO BE USED. FLASHING D
N.T.S.
I:#_ hAUL I IN I >:Mt' I tK UUr'LtX W I Lk I
/>I �$ HALF-SWITC4ED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
W.P. LANAI FORaw-t I 4E220 VOLT OUTLET
GF.I.
FANLIGHT I WALL SWITCH
J3 THREE-WAY SWITCH
t.4 FOUR-WAY SWITCH
I L ID DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNT �� 0 RECESSED INCANDESCENT LIGHT FIXTURE
AT 8'-8" \ C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
ROUGH -IN \ 4 EXHAUST FAN
FOR OPT. v
FAN/LIGHT �/ LIVING ROOM EXHAUST FAN/LICsNT GOM�INATION
/
® \ ® ELECTRIC DOOR OPERATOR (OPTIONAL) '
® CHIMES (OPTIONAL)
MASTER SUITE o FU5HBUTTON SWITCH (OPTIONAL)
® CARBON MONOXIDE DETECTOR
UP TO so SMOKE DETECTOR
FAN/ LIGHT
s� SMOKE / CARBON MONO. COMBO DETECTOR
_-. UP TO TELEPHONE (OPTIONAL)
RECESSED
F.I.CAN LIGHTS ® TELEVISION IOPTICC�JAL)
OQ THERMOSTAT
0
ELECTRIC METER
— — — — — — Am ELECTRIC PANEL
M. BATH - DISCONNECT SWITCH
I
MAKE -Up IL
LIGHTSI ® SPEAKER (OPTIONAL)
PENDANT
1> ROUGH -IN FOR OPT. CEILING FAN
(VERIF.I. v J
. � LOCATION) �
I ' I /'�
I <' CEILING
LIGHT FIXTURE W/13:1 ROIKxiORPT. CEILING AN
J
61-011 NOTES
CH (VERIFY) 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.L) AS INDICATED
UP TO DINING ROOM ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES.
_ I
LIGHT 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
(- r —A FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
— — F 220V. - SWITCHES.... 42°
L _ - J ' (Q; GP.1. (O
— _ � — — — — — — — OUTLETS..... 14"
TELEPHONE., .14" (UNLESS ABV COUNTERTOP)
I> TELEV1810K ..14"
/ \ GF.I•
UTIL — I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
F.I. M
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
-/ MICROWAVE
HORIZ I GF.I. / �OUTLET +14° 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
MAKE-UP
LIGHTS I j // / 90� ;Q KITCHEN r2;90P. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, FECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13
/-7 — PENDANT /
/ (VERIFY / / X,\ ��--✓ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
PWDR D LOCATION)/ f ROOMS SHALL BE GFC.L PROTECTED (GF.0
I MGF.I.
/ 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, F.B.C.R 5TH
GF,I
A/C EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
DISCONN.
ENTRY r — - 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE,
GF.I. I I FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
0 G.F.I. s AT 48" I I MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
1 ~'�
AT 48I1
I I PURPOSES
�O LIGHT 40 SWITCH o
PUSHBUTTON FOR IN ATTIC W.P. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
W.P. GD: OPENER f` -_ -` `I GF.I. SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR16 SHALL HAVE
G
BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RICOGNITEp TESTING LABORATORY.
GARAGE
150 AMP.
ELEC. ELEC. 4/0 ALU. CABLE
G.F.I. CLCD. OUTLET PANEL METER I A/C FOR GD. OPENER MAIN DISCONNECT METER
COMBO - SQUARE 1) DISC.
I-
— — — — — — — — — — — — — — — — — —7 WPJGF.LFOR
�x. SERVICE TO FLOOR TYP. "14 AND M2 COPPER TO
TU
\ I I ISC. INSIDE LIGHTS AND OUTLETS
PLAN FOR NOTED MAIN D
10 COPPER TO
AMPS. REQUIRED PANEL WATER HEATER
G.F.I.UNDERGROUND 08 COPIER TO RANGE
* * * * SERVICE BY
GF.I. AT 48" 04 COPPER TO 5/8" GROUND ROA �..�.••.. �
AT 4811 I ( IMG. G.C. VERIFY ALL POWER COMPANY
SMOKE DETECTORS ALSO SERVICE t0 BE BONDED
TO FOOTING STEEL
I I TO BE HARDWIRED
1989
LIGHT ELECTRICAL RISER DIAGRAM �U,L��,,0
CoaGra LIGHT
LIGHT \� �� _— NOTE: OR;d
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL''�r
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
DAVIS BEWS
DESIGN GROVP
X
EST. 1994 -�
T- to
Jai 0o
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�Jc"
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0 0 -�
0 CO
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■■ 00CC�~
1� z cm I
GF.I. AT 48" 04 COPPER TO 5/8" GROUND ROA �..�.••.. �
AT 4811 I ( IMG. G.C. VERIFY ALL POWER COMPANY
SMOKE DETECTORS ALSO SERVICE t0 BE BONDED
TO FOOTING STEEL
I I TO BE HARDWIRED
1989
LIGHT ELECTRICAL RISER DIAGRAM �U,L��,,0
CoaGra LIGHT
LIGHT \� �� _— NOTE: OR;d
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL''�r
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
DAVIS BEWS
DESIGN GROVP
150 STATE 57"'RFET EAST
OLDSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER.
EST. 1994 -�
GF.I. AT 48" 04 COPPER TO 5/8" GROUND ROA �..�.••.. �
AT 4811 I ( IMG. G.C. VERIFY ALL POWER COMPANY
SMOKE DETECTORS ALSO SERVICE t0 BE BONDED
TO FOOTING STEEL
I I TO BE HARDWIRED
1989
LIGHT ELECTRICAL RISER DIAGRAM �U,L��,,0
CoaGra LIGHT
LIGHT \� �� _— NOTE: OR;d
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL''�r
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
HOR
MEIZ-
I_IGWTSU
I•F•,. GROUND FAULT INTERRUPTER DUPLEX OUTLET
t HALF -SWITCHED DUPLEX OUTLET
\ I gp SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
/ ROUGH -IN
FOR OPT. 220 VOLT OUTLET
DOWN TO / FAN/LIGHT WALL SWITCH
sD SWITCH J 13 THINE -WAY SWITCH
14 FOUR-WAY SWITCH
sD DOWN TO ✓ ID DIMMER SWITCH
cM SWITCHES -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
(0 \ WALL MOUNTED INCANDESCENT LIGHT FIXTURE
KCE56ED INCANDESCENT LIGHT FIXTURE
1
r AND �_�. c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT
TIC FLUORESCENT LIGHT FIXTURE
4
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
ROUGH -IN o PUSHBUTTON SWITCH (OPTIONAL)
—a�-✓/ FOR OPT. Q CARBON MONOXIDE DETECTOR
FAN/LIGHT so. SMOKE DETECTOR
�/ so SMOKE / CARBON MONO. COMBO DETECTOR
LOFT Kl TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
Qr THERMOSTAT
SWITCH
TO ® � ELECTRIC METER
Lx I Am ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
cj(? ROUGH -IN FOR OPT. CEILING FAN
< CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
G J ROUGH -IN FOR OPT. CEILING FAN
ROUGH -IN
SD CM FOR OPT. /
FAN/LIGHT J
BEDROOM 3
NOTES
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTER�IPTERS (G•F.I.) AS INDICATED
ON PLANS OR A$ ITEM NO.4 AND 5 BELOW INDICATES.
2. UNLE66 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR
— — — SWITCHES.... 42"
OUTLETS_ ..1411
TELEPHONE ... 14" (UNLESS A5V COUNTERTOP)
TELEVISION.. 14"
3. ALL SMOKE DETECTOR$ SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN$, 6UNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAY$, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
I'
-` 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE, GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (GF.U'
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
i
ELECTRICAL lUORK 16 IN HILL COMPLIANCE WITH N.F.P.A.10, N•E.C. 2011, FB.C.R - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
I
1. EVERY BUILDING HAVING A F0S61L-FUEL-5URNIN6G HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES,
I
8. ALAF416 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
$UCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAYS
BATTERY BACKUP, COMBINATION SMOKE/CAM MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
rr 1 I J 4 14
•
•I
x
150 STATE STREET EAST
OLDSM & FLORIDA 34677
813.925.1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST, 1994>«�
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DAVIS BEWS
DESIGN GROUP
150 STATE STREET EAST
OLDSM & FLORIDA 34677
813.925.1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST, 1994>«�
rr 1 I J 4 14
L N TES -
GENERA O INDEX OF DRAWINGS
FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD W
o IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS ` Q
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95 /o OF ,
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL S SHEET
T TI LE
BEARING CAPACITY 2000 PSF
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHEET S H E E T
TERMITE TREATMENT
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES
MINIMUM G50 ZINC COATING
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D CARBONATE OR OTHER BORATE p
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (CARBONATE)
S2 FOUNDATION . PLAN
BORACARE MAY BE USED IN ACCORDANCE WITH RULES AND LAWS (NEON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
( ) 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND S Y p
CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S3 DOWEL LAYOUT OUT PLAN
Z
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES p 0
OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN
CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES
2500 PSI, A SLUMP OF 4 PLUS OR MINUS 1", AND HAVE 2 TO 4/o AIR ENTRAINMENTQ�
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4. NOTES a CONNECTOR LEGEND
0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR -
,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT U
CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN
REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL W
2. ALL R ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
CONFORMING TO ASTM A-615 GRADE 40. . INTERIOR L AD BEARING WALLS ARE NOT ALWAYS EXPOSED
LATERAL FORCESO S5 LINTEL PLAN
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WALL WOULD NOT NEED TO HAVE
„ TO UPLIFT FORCES. THE MEMBERS OF THESE S O O
B LAPPED AT LEAST 6 & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
WWF SHALL E CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR
THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SD1 FOUNDATION N DETAILS
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO:
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND MB AND PLATE SD2 GENERAL DETAILS -- - - -- - --
REQ TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER A
BUILDINGS," SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR B U ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS
BEND AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND W
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH � �
D4
AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. GENERAL DETAILS"'
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS S
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS
CENTER TO UPPER 1/3 OF THE SLAB. �+ G
TWO STORY DETAILS c �rw111l1ttirl�� Uj
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5
BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY°m _ N
1. ALL BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
SD6 TWO STORY DETAILS ®••......®.••�� m,� W
L BOLTS LESS THAN ONE -HALF-INCH 12.7 mm IN DIAMETER USED AS TRUSS DESIGN LOADS: °5' ,to 1A o - o
2. STEE O S S ( ) `,.j' 60 Z Z
BE OF TOP CHORD: Lr = 16 PSF .. }�.. 0
FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL ST1 STAIR DETAILS
DL = 7 PSF SHINGLE TYPE ROOF COVER to :N• U
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ( ) �" � • J . w4 J
- VER CJ i�l Q+�
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153: DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF TRUSS OVERBUILD 0•
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE ( ) UPDATES � ti. . � � 0
DL = 5 PSF •
WITH COATING WEIGHTS IN BOTTOM CHORD: • • -
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL .• �. �"J a �
MINIMUM FLOOR DESIGN LIVE LOADS. •• *to
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A FLOORS = 40 PSFv a� -
NUMBER DATE DESCRIPTION 0� U_
MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) •et �A/ ®�®®
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF
_ CREATED ELEV. A B& C A w/LANAI &BONUS
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS - 40 PSF
PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. J/HI2O14 OPTIONS
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM 0270 MINIMUM FLOOR DESIGN DEAD LOADS:
T NO MORE THAN 1". A)FLOORS =15 PSF APPLIED TRUSSWAY TRUSSES TO ELEV B W/EXT
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO
RM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF 2 4/� 3/2�� cJ
4. COARSE GROUT SHALL CONFORM LANAI.
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL
CJS
- B - TRU MANUFACTURER'S DRAWINGS
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
ADDIT L BRACING &BLOCKING PER CSI 1 & SS
G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APAs,
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE „
OSB SHEATHING
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 RECOMMENDATIONS FOR MIN. 7/16 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE0
r _
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK - - '
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ D IF SHEATHING SPAN IS -
WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12 O.C. MAX & 4 c O
o
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL, REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2
POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. z ,-
1, a ,,. O �
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. -TRUSS X BRACING. MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA.'
cu '
,
ALONG TRUSS SPAN lo ' -O" MAX AND � �
8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE X BRACING O G @
THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 20 0 MAX FROM #1 HIP
r�
COURSE AND FOOTING TO BE NO LESS
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCS( B3 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. O
10. MASONRY ROUGH OPENING TOLERANCES - 1/4 TO + 112" -PERMANENT 2x4 SPF #2 (MIN) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
z _
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIN TRUSS SPAN OR PER TRUSS
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
DESIGN DRAWINGS, ATTACH W/ 2 O 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
S
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
ONE TRUSS SPACE (24) PLUS 6„ MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS c6
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS (INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133.
T HALL BE THE RESPONSIBILITY OF THE CONTRACTOR
CONSTRUCTION (T» BRACING MAY BE USED I.L.O.LOPEMANENT CLB IF IT EXTENDS MIN. 90 /o OF THE TRUSS
ORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO V )
13. DO NOT APPLY UNIFORM O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63).
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
w W
14. DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND c Z
R PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL. 2x4 SYP #2 ti
EITHER RODDING O o (n U o
CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
-1 rn
BOTTOM TO TOP W/ 2 12d NAILS AT EACH TRUSS MEMBER DIAGONAL BRACING O W N
O ( )
� - O W M E
WOOD CONSTRUCTION
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
SPECIFICATION' FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
BEARING POINTS AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
STRUCTURAL WOOD FRAMING MEMBERS. I.E. BLOCKING OR GABLE END BRACING),
(
HANGERS.
FIELD REPAIR VOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
EFFECTIVE
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL#5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR Ea. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU, D S INSTRUCTIONS. ASSURE ALL UST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MIANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU-S
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" 1N DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL &EPDXY
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF REQ'D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
_FOR CMU OVERHANGING A ING FOUNDATION <1/211NO FIX IS REQ'D POUR TIEBEAM & VERT.
VALUES AS FOLLOWS:
CELLS PER PLAN.
COLUMNS BEAMS STUD
2
Win' z
= Win U.N.O. E = 2 000 000 Win U.N.O. E = 1,500,000 Win U.N.O.
E 1,800,000
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES
1
IN WALL ALONG AREA AFFECTED &TIE BEAM AND VERTICAL CELLS PER PLAN
Fb = 2500 Fb = 3000 Fb = 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
Ft = 1500 Ft = 1700 Ft =1500
STRUCTURAL STEEL
- = F = 2100
Fc II- 3000 Fc II 3000 c II
F=
KSI. TUBE=
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, y 36
I. PIPE STEEL: ASTM A53 TYPE E OR F _
STEEL (HSS): ASTM A500, GRADE B, Fy 46 KS y
Fc = 900 Fc 1= 900 Fc = 450
1
MI STEEL: A36 F =36 KSI.
35 KSI. ALL OTHER STRUCTURAL & 5C S y
- Fv 150
Fv - 285 Fv = 285
ALL TRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
2. STRUCT. CONNECTIONS. A S
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT: BOLTS SMALLER THAN 5/8" DIA.
'
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CEILING CONSTRUCTION
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
1. CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESSSHOP
AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
OTHERWISE SPECIFIED,
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX LINO(LOW HYDROGEN). FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
s/6 UNO.
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
SIZES, SPACING, &.LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
FASTENERS, LOAD, AND TOLERANCES.
8d NAILS @ 4" O.C. AT ALL EDGES AND 8 O.C. IN FIELD.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER(COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS S HALL HAVE WALLS UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD.
SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
R
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY I
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
+ VALUE DENOTES PRESSURE
( )
AREA (SQ FT)
-VALUE DENOTES SUCTION.
AREA
O
5
O
(+) 21.2
(+) 21.2
10
- 22.9
- 28.3
- c
J ti
�p 0
(+) 20.2
(+) 20.2
20
(-) 22.0
_ 26.4
(+) 19.0
(+) 19.0
50
- 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
-) 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-011
16'-0" x T-0"
O a w o '
U S' 0 =
(+)18.4
+
o
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 a
1.
55
STANDARD DESIGN PRESSURE NOTES
-
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES:
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
.prohibited.
CONSULTING & DESIGN OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly p
COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and is the exclusive property of MONTA CONSU y p
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.prohibited.
CONSULTING & DESIGN OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly p
COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and is the exclusive property of MONTA CONSU y p
FOUNDATION NOTES.
ROUND TOP' TROWEL 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIIN. 6" AND SEALED.
SMOOTH
30'-0" PRIME PIPE W/ RUST 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
2 -STORY FTG. INHIBITIVE PRIMER MESH PLACED AT MID DEPTH ON 6'MIL. VAPOR BARRIER ON
AND FINISH PER COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
14'-0" 1'-4" 13'-4" 1'-4" BUILDER DIRECTION MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
CODE EDITION.
6 $CH. 40 STEEL PIPE 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
FILLED W/ 2500 psi ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
( ■ ■ I----------------•� ■ � I � r. CONCRETE
LAP SPLICES SHALL BE NO LESS THAN 25".
■■ ! +: ' ' ,`.« CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
-I- 2 F08 2 T.w.. s SLAB PER PLAN 4.
SD1 - "':... 2500 si CONCRETE RECESSING DOOR SILLS.
BASE FOR
I I •<::, .� .w•. - 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
o F08 F08 "' EMBEDMENT 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
co SD1 U- = SD4 4'% `•J TREATED SUB -GRADE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
ifl ,• PER SPECIFICATIONS CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR-
MF01 I -4" FIN. FL R I USE ALTERNATE APPROVED METHOD.
SD1 I I 2'-011_ 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
■ ® ---- ___�___ -= i ■ ■ ® ® ■ ■ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
-- .
"- — — — SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
MF11 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
I M I
sD1
ARk BOLLARD DETAIL INSTRUCTIONS.
F 7 S2 3/8"=1'-0" 9. NO WOOD STAKES PERMITTED IN FOUNDATION.
1 1 I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
1 I I I
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
0 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
1 I ■ AND LAP SPLICE. SEE DTL MF09 AND MF1.0 ON SDI FOR STANDARD
■ I I 1 I FOOTING STEP DOWN AND CORNER INFORMATION.
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION S E
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SU
_ I 1 I ■ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
MF01 o I I I 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
SDI I o I COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
`�I I FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
F06
SD1 PROJECT DO NOT MEET OR EXCEEDTHECAPACITY, THE GENERAL
I I I ■ CONTRACTOR SHALL CONTACT THE ENGINEER PR R 10 TO
F� I I 1
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN,
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
IFT-4-I 1 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM =1557 ( MODIFIED PROCTOR).
I I I I N
1 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
I�._.
1 I BEEN DESIGNED FOR MINIMUM SOIL BEARING CAPACITY OF 2000
U (■ , I I MF01 PSF.
LL I
SD1
it ( I I I 14. PENDING SITE CONDITIONS IF STEMWALL IS REQUIRED G.C. TO
-, 8 5 -4 5-2 3 15-41i I
�
o
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ■ Q
o
U STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND
- I I I I
(�
ti FOOTING SIZES PENDING DEPTH OF STEMWALL.
C0 U-
rn
----- -- I FOOTING SCHEDULE
0'-0" FIN. FLR to
N
n „ „ '.
4 I cfl 12 x12,"x12 dp w/ #5's EQUALLY SPACED EA.
M F07 - I I I,�
MIN 2 # 5 E.W.
SDI co 1 WAY MIN. 2 HORIZ, CLEARANCE BETWEEN ( )
I _
O
,F 3 1/2 THICK CONC. SLAB W/ 6X6 BARS & 3 MIN. COVER TO EDGE OF CONC.
W/1.4 XW/1.4 W.W.F. OVER 6 MIL 24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
I
VAPOR BARRIER OVER 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 'MIN (3) # 5 E.W.
COMPACTED FILL. O
■ BARS & 3 MIN, COVER TO EDGE OF CONC.
IFF F03
____ _ .__ � _ _ 28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
r I o
_ � I- I I - 2.3 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
0o F03 _- ..
co I F06 O BARS & 3 MIN. COVER TO EDGE OF CONC.
I
LSD I I
■ I �_ � SDI
L _ _ J L _ _ J 30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
O BARS & 3" MIN. COVER TO EDGE OF CONC.,
/ 32"x32"'x12" dp w/ #5's EQUALLY SPACED EA.
r 1 L _I WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
& 3" MIN. COVER TO EDGE OF CONC.
--- -- - __J I \ BARS
6 x36"x12" d w/ #5's EQUALLY SPACED EA.
�_ ...._..___ I p
\ 3 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
- O BARS & 3" MIN. COVER TO EDGE OF CONC.
,
� ._,• ,_ — Q 42, x42 x12 # dp w/ #5's EQUALLY SPACED
EA
3A ,/ � 3.5 WAY MIN. 2 HORIZ: CLEARANCE BETWEEN' MIN 6 # 5 E.W.
® ;/Q
Q...01 BARS & 3 MIN: COVER TO EDGE OF CONC.
48 x48 x12 d w/ s EQUALLY SPACED EA.
3'-4" 2'-1., 2'�" 3'_5.. ',,�> 9-8' p #5 Q
4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.
O
BARS & 3" MIN: COVER TO EDGE OF CONC.
54"x54"x16" d w/#5's EQUALLY SPACED EA.
_ F05 �_ p
2.6 \ I—.. 4.5 WAY MIN. 2 HORIZ. CLEARANCEBETWEEN MIN (8) #`5 E.W.
SDI
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
F03 — —
o? SD1 ( — '- 5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W.
-4" FIN. FLR MF11 � , /1 / 1;0
SDI BARS &3" MIN. COVER TO EDGE OF CONC.
--- ----- —
�I A/C PAD SYMBOLS LEGEND
co LL � ■ I
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°0 ~ I ■ INDICATES GROUT FILLED CELL WITH 1 VERT. #5 CONT. FTG.
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1 -4" FIN. FLR H S2 I ■
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CL L_ -® ■ 1 � I
— - I 0 INDICATES GROUT FILLED CELL NO REINFORCEMENT.
I I®
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FOUNDATION PLAN_
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GE S4.1 FOR NOTES AND CONNECTOR LEGEND 1411=�1-o,,
NOTE. SEE PA
COPYRIGHT MCD 2014: The information contained in this document is copyrighted ghted and is the exclusive property of MONTH CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC use, duplication, ortr nsfer of these documents without the expressed, written consent of M NTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
BEARING WOOD WALL SCHEDULE
TAG'SPACING
STUD
LUMBER
CONNECTION &FASTENERS
UPLIFT
BLOCKING
TOP
---CAP.
BOTTOM
O(3)2X6
SPF #2 BUILT UP STUD COLUMN
SPECIES
(pID
O(3)2X8
BW1
16"
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
OL
BW2
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160IfMID-SPAN
p
3-1/2"x3-1/2" LVL COLUMN.
BW3
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
3rd. PT.
T
O
BW4
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
OZ
BW5
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
POSTS. AT EXTERIOR CONDITIONS
BW6
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
1rd. PT.
3
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BW7
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
2900
BW8
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
BW9
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
3rd. PT.
BW10
12"
SYP
12
TOENAILS
3 12d
TOENAILS
NO
UPLIFT
MID -SPAN
3140
BW11
12"
SYP
1/2 THREADED ROD @ 48 O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
HTT4 w/(18)16d x 21" NAILS & a° EPDXY ANCHOR w/SIMP.
BW12
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
1rd. PT.
3
TO BEAM: SIMP. HUC410 ` 18 1
w/( ) 6d&
STANDARD BEARING WALL W/THREADED ROD NOTES
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
/
5. ATTACH ALL STUDS TOP AND BOTTOM W (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/
SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP
PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD
AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE
PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS
INDICATE CONNECTIONS.
8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.
9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO.
AND DETAILS.
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2
U.N.O. ON PLAN.
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD3 U.N.O. ON PLAN.
12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE A 1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)124 TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
q
O
(2)2X4 SPF #2 BUILT UP STUD COLUMN
B
O
(3)2X4 SPF #2 BUILT UP STUD COLUMN
C
O
(4)2X4 SPF #2 BUILT UP STUD COLUMN
OD
(2)2X6 SPF #2 BUILT UP STUD COLUMN
O(3)2X6
SPF #2 BUILT UP STUD COLUMN
F
O
(2)2X8 SPF #2 BUILT UP STUD COLUMN
O(3)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SYP #2 BUILT UP STUD COLUMN
J
O
(2)2X6 SYP #2 BUILT UP STUD COLUMN
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
OL
44 SYP #2 POST
M
O
6x6 SYP #2 POST
NO
8x8 SYP #2 POST
P
O
3-1/2"x3-1/2" LVL COLUMN.
Q
O
3-1/2"x5-1/4" LVL COLUMN.
R
O
3-1/2"x7" LVL COLUMN,
S
O
3-1/2"x9-1/2" LVL COLUMN.
T
O
5-1/4"x5-1/4" LVL COLUMN.
OV
5-1/4"x7" LVL COLUMN.
X
O
7"x7" LVL COLUMN.
Y
O
3 1/2 X 11 7/8" LVL COLUMN.
OZ
5 1/4 X 9 1/2 LVL COLUMN
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOILMANIZED.
3. CONTRACTOR TO ABU BASE CONNECTORS SPF/ YP SOLID
POSTS. AT EXTERIOR CONDITIONS
44: ABU44 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD
GENERAL DIAMETER/ LENGTH
NAIL
VALUES.
8d
.131" x 2-1'
10 d
.148" x 3"
12d
.148" x 34'
16 d
.162" x 31"
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES.
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dx11" NAILS OR
z
B2x8
WITH 1/
WI 2 FLITCH
� "
w/(6)10d NAILS 1 �
& (14)a x2a
1
META20 w/(7) 10d x.12' NAILS
FRAM TO CMU
E
1450
1450
ON MASONRY: SIMP. META16
(2)META16 OR (2)META20
2)2x12 #2 SYP w/j" FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
2
(1)ply TRUSS (10)10d x 1-1" NAILS
FRAME TO CMU
F
1 I 198.,
OP Y
(1)ply 1985
Op Y
B2x10
(2)ply TRUSS (12) 16d x 11" NAILS
z
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(2)ply 1900
(2)ply 1900
NAILS & (18)4'x2a' TAPCONS
H10A w/(18)10d x 12' NAILS OR
H10A 1015
H10A 1340
31„
(2)ply TRUSS H10A-2 w/(18) 10d x'z NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
4
HTS20 w/(24)10d x 11"❑ NAILS
z
FRAME TO FRAME
1245
1450
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
PLATE
NAILS & (18)4'x24' TAPCONS
GENERAL NOTES
PLATE BETWEEN PLIES
(2)HTS20 w/(24)10d x 1-1" NAILS
HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
5
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
❑
H2.5A w/(10)8d
FRAME TO FRAME
535
600
7
E]
MTS12 w/(14)10d x 1-1" NAILS
FRAME TO FRAME
860
1000
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO PO T: SIMP. HTS2
S 0 OR LSTA18
TRUSS DESIGN.
El
MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1,75"x11.875" LVL
5 EMBEDMENT
NAILS & (18)4'x24" TAPCONS
9
HTT4 w/(18)16d x 21" NAILS & a° EPDXY ANCHOR w/SIMP.
FRAME TO CMU
3640
4235
TO POST: SIMP. HTS20 OR' LSTA18
SET EPDXY MIN. 7 EMBEDMENT
TO BEAM: SIMP. HUC410 ` 18 1
w/( ) 6d&
10
Efl
HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
1x
NAILS & 18 2 TAPCONS
( )a a CO
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
11
HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS
FRAME TO CMU
1020
1175
12
LSTA18 w/(14)10d NAILS
HEADER TO STUDS
1110
1235
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
14
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833plf
928plf
15
❑
LSTA24 w/ 18 10d NAILS CENTERED EACH STUD
( )
T
STUDS O BEAM/GT
12 35
1235
16
❑
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
17
❑
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP.
LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET
2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
18
EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL
COLUMN TO FTG. OR
1290
1300
COLUMNS USE (18)#10x13" SD SCREWS INSTEAD OF NAILS
CMU
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
HTT4 w/(18) 16d x 212' NAILS w/$" EPDXY ANCHOR w/SIMP.
19
SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1*)#10x1-1" SD SCREWS INSTEAD PF NAILS
ADDITIONAL INFORMATION REQ, FOR DOOR AND WINDOW INSTALLATION ALONG WITH
(3)HTS20 w/(24)10d x 12" NAILS
DIMENSTIONS NOT SHOWN HERE.
20
AT EXT LOCATIONS INCLUDE (3)12d TOENAILS
FRAME TO FRAME
3735
4350
21
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
22
SIMPSON HGUS 5.50/10 W/ 63 16d NAILS
SIRDER TO COL./ BEAM
9100
4095
23
❑
- M w/ 18 1/4x2- /4 SIMPSON
HUC210 2 HEADER TO U ( ) 3
FRAME TO CMU:
GRAVITY:5085
GRAVITY:5085
NA
TITENS & (10) 10d .ILS
UPLIFT:1810
UPLIFT:1810
24
❑
LEDGER W/ 14 1 d NAILS AND TO TRUSS
HUS26 TO6
( )
FRAME TO FRAME
1335
1550
W/(6)16d NAILS
25
❑
HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO
FRAME TO FRAME
GRAVITY:2125
GRAVITY:2125
COLUMN
UPLIFT:3290
UPLIFT:3290
❑LTT20B
26
w/ 10 10d NAILS & �" EPDXY ANCHOR w/SIMP. SET
( ) 8
FRAME TO CMU
1290
1300
EPDXY MIN. 7" EMBED.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/2l" FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
W
TO BEAM: SIMP. HUC48 w/(14)16d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/
WI 2 FLITCH
� "
w/(6)10d NAILS 1 �
& (14)a x2a
H2x10
.PLATE
TAPCONS
ON MASONRY: SIMP. META16
H2x12
2)2x12 #2 SYP w/j" FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2 FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3.5x7.25
PLATE
NAILS & (18)4'x2a' TAPCONS
ON MASONRY: SIMP. META16
H3.5x9.252
�) 1.75"x9.25" LVL
TO POST SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H5.5x11.25
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3x12
PLATE
NAILS & (18)4'x24' TAPCONS
GENERAL NOTES
PLATE BETWEEN PLIES
ON MASONRY: SIMP. META16
HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
JACKS @ EA. END KINGS @ EA. END
TO BEAM: SIMP. HUC410 w/(18)16d &
1
1
-(10) 10d NAILS
63.5x11.25
(2)1.75 x11.25 LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT,CONCRETE OR SELF
NAILS & (18)4"x22" TAPCONS -
ON MASONRY: SIMP. META16
Z
TO PO T: SIMP. HTS2
S 0 OR LSTA18
TRUSS DESIGN.
TO BEAM: SIMP. HUC410 w/(18)16d &
0
(10) 10d NAILS
63.5x11.875
(2)1,75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4'x24" TAPCONS
W
ON MASONRY: SIMP. META16
NAILING SCHEDULE
TO POST: SIMP. HTS20 OR' LSTA18
>
W
TO BEAM: SIMP. HUC410 ` 18 1
w/( ) 6d&
(10) 10d NAILS '
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
0 W 0
1x
NAILS & 18 2 TAPCONS
( )a a CO
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
ON MASONRY: SIMP. META16
Z
TO POST: (2) SIMP. HTS20 OR LSTA18
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK,
ON MASONRY:2 MP. META16
SI T 6
85.25x16
(3) 1.75"x16" LVL
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO
z
* NAIL TOGETHER USING (3) ROWS OF 12d NAILS
HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
@ 6" O.C.. EACH SIDE
_ � ILL
TO POST: (2) SIMP. HTS20 OR LSTA18
�W
ON MASONRY: (2) SIMP. META16
B3.5x20
(2) 1.75"x20" LVL
10
i- a �-
* U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d
NOTES:
NAILS @ 6" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP.
ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM
OF BEAM
NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP.
ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/2l" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
W
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
Z Z
ASSOCIATES, LLC
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC
16d NAILS
H2x10
2)2x10 #2 SYP w/z" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
2)2x12 #2 SYP w/j" 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
H3.5x9.252
�) 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)
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16d NAILS
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ATTACH KING STUD TO HEADER w/(10)
GENERAL NOTES
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
1'-0" TO T-11..
1
1
4'-0" TO 8'-0"
2
2
ROOF NOTES:
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1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
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2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND Q
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL
'BAX. UNLESS OTHERWISE NOTED.
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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 1/4" GAP FROM TOP PLATE TO TRUSS
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B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W
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8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION): SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. - -
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY I W
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10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE 1S
ABOVE THE GARAGE.
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LAYOUT IS REVISED W[OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
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PLACEMENT OF ANY TRUSSES
NAILING SCHEDULE:
ROOFS: 100
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL'SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
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NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U U- 3: 0 z
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, o -�-� Q . (6 d a.
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE � LIJCID ~ W N J
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY .-1 Z N `�
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W
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ASSOCIATES, LLC
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC
An use duplication,or transfer of these documents without the expressed, written consent of MONT CONSULTING i ri Iprohibited.
ya p A & DESIGN,, OF WMR &ASSOCIATES, LLC s strictly y
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
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WITH (3) 10d TOENAILS.
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FLOOR FRAMING NOTES
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GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
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2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.,
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3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT,CONCRETE OR SELF
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LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
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TRUSS DESIGN.
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NAILING SCHEDULE
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NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK,
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HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO
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HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
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NOTES:
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
C1 -
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
STRUCTURAL ENG: BED / BAD
3.AG.CJBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
DRAFTING:
ADDITIONAL INFORMATION REQ, FOR DOOR AND WINDOW INSTALLATION ALONG WITH
-STRUCT: AML
DIMENSTIONS NOT SHOWN HERE.
QC CHECK: CC
JOB N T M - 2151635
` SANF(.?I�iD
CALF
S AS INDICATED
DATE: 02/09/2016
NnTFS R rm0K1K11=rT0R I FrFNI�" CA 1 �
1/4"=11-011
ASSOCIATES, LLC
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC
An use duplication,or transfer of these documents without the expressed, written consent of MONT CONSULTING i ri Iprohibited.
ya p A & DESIGN,, OF WMR &ASSOCIATES, LLC s strictly y
H�54SD5)
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WS06 WITH USTRAPS;� ....
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND v'lot •Ac.
' LLC An eduplication, or transfer of these documents without the expressed, written consent of MONTA LIN IATES LLC is strictly prohibited.
COPYRIGHT MCD 2014. The Information contained In this document Is copyrighted and is the. exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, y use, p CONSULTING G & DESIGN,.OF WMR & ASSOC y
EXTERIOR FRAME WALL
STANDARD 2ND FLOOR FRAMING
SCHEDULE
(TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT
STUD & SPECIES
SPACING
INTERIOR ZONE
SPACING
END ZONE
8'-0"
NOTES:
16" O.C. MAX
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9'-0"
2x4 SPF #1/#2 "
16" O.C. MAX
16" O.C. MAX
9'4"
2x4 SPF #1/#2
16" O.C. MAX
" O.C. MAX
10'-0"
2x4 SPF #1/#2
Q
12" O.C.
EXTERIOR FRAME WALL NOTES
1.
2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2.
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN; THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3.
IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
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.
--
TO FOLLOW THE DETAILS INDICATED BELOW"
OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
7
SHEATHING IS NOT CONTINUOUS)
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3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.
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ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WS06 WITH USTRAPS;� ....
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND v'lot •Ac.
' LLC An eduplication, or transfer of these documents without the expressed, written consent of MONTA LIN IATES LLC is strictly prohibited.
COPYRIGHT MCD 2014. The Information contained In this document Is copyrighted and is the. exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, y use, p CONSULTING G & DESIGN,.OF WMR & ASSOC y
EXTERIOR FRAME WALL
SCHEDULE
(TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT
STUD & SPECIES
SPACING
INTERIOR ZONE
SPACING
END ZONE
8'-0"
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
9'-0"
2x4 SPF #1/#2 "
16" O.C. MAX
16" O.C. MAX
9'4"
2x4 SPF #1/#2
16" O.C. MAX
" O.C. MAX
10'-0"
2x4 SPF #1/#2
16" O.C. MAX
12" O.C.
EXTERIOR FRAME WALL NOTES
1.
2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2.
SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN; THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3.
IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS
4.
SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
5.
IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO
FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.
H�54SD5)
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WS06 WITH USTRAPS;� ....
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND v'lot •Ac.
' LLC An eduplication, or transfer of these documents without the expressed, written consent of MONTA LIN IATES LLC is strictly prohibited.
COPYRIGHT MCD 2014. The Information contained In this document Is copyrighted and is the. exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, y use, p CONSULTING G & DESIGN,.OF WMR & ASSOC y
CONTRACTOR TO
VERIFY THE GROUT
IS LEVEL WITH TOP
OF BLOCK FOR
PROPER TRUSS/
FLOOR SYSTEM
BEARING (MIN 3")
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PRECAST LINTEL LOAD TABLE T
AT CORNERS PRECAST "U" METAL LATH OR S GENERAL CONCRETE E LINTEL SCHEDULE
PROVIDE LINTEL W/ 3000 WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS
HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO
STANDARD LINTELS
OTHER BARS INTO REBAR IS BE FILLED.
TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES
CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32.1 B / 8F32 -0B
LINTEL, #5 TO BE ' PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
N 10" HOOKV-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
HOOKED INTO PROHIBITED) NOT REQUIRED TO BE FILLED
2'-211 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV, MASONRY OPENINGS. U.N.O.
SIDE VERTICALS STANDARD 90 DEGREE HOOK 2'-8" 1343 2693/ 2561 6113 / 3820 8974 15961 10000 / 8107
3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
av , a ° . ° ° . a 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8"BEARING EA. END
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° 4
°. 8„x8"x16"CMU U.N.O.
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NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT
' INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08/S5 FOR LAP INFO.1_
PROVIDE CLEAN OUT OPENING @ GROUT
a. FILLED CELL AND REBAR (TYP). MORTAR
4 �. JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
a
0
292/0
1160/0
— �"
2439/0
201-8" 0 145/0 550/0 981/0 1376/0
22'-8" 0 110/0 450/0 824/0 1147/0
4' a
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°
— —
—
•-
—°
- -
1997/0
MATERIALS
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TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL
BLOCK FILL 3000 CONC. 1 #5 DIA.
211/0
3' 4"
1006
1663/1349
5365 / 1999
7342/3123
10000/4249
4.
LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
°
#4
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5 5/8
..
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0
8F32-0B/1T
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° e
° e
°
7
113/4
°
@ EA. END. W/ (6) 3/16"OX
7
151/2
w/ psi w/
p O
+ 1-3/4" TAPCONS INTO
4 -0
860
1651 / 1349
5365 / 1999
7342 / 3123
10000 / 4249
:`::;
•
SEE FOUNDATION
#7
°
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0
°
51/4
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iv
SEE WF01/SD2 FOR
lX
PLAN FOR FILLED CELL
RE BAR
-
4' 6"
7 10
42 / 11
1 3 05
4 / 1
360 631
6036/2549
8328/3470
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND iS APPROVED WITHOUT
r MORE INFO 1
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INFO. MIN. (1)1S REQ'D
8F12-1B/1T
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ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
I.:
a
W
5'-2"
570
1232/1232
3480/2580
8360/3586
8825/4592
'
9 4 .4 '° °° ° °° '4 °
° ' 9
Z
6'-2"
488
991 / 991
2661 / 2143
5681 / 2698
6472/3685
5.
(') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK ASA MIN. 32" FOR THE LOAD
N
a
7'-0"
416
752/699
1843/1625
3486/2602
6390/3302
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
°
8'-0"
354
726/699
1843/1625
3486/2265
6205/2885
ADEQUATE FOR THE LOADS.
iw
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9-2
" '
315
618 / 535
1533 / 1247
2781 / 1946
4754 /2489
6.
G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
10'-0"
292
567/454
1366/1277
2423/1770
4006/2263
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
°
.�-
10'-8"
277
492/352
1254/1132
2193/1567
3552/2003
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
ROUGH OPENING PER PLAN
_°' :_ a
11'-2"
255
471 / 352
1075 / 1075
1838 / 1567
2883 / 2003
7.
LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
A
°
STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1)
12'-0"
239
418/297
1075/1045
1838/1446
2883/1848
SUPPLIER SPECS. MCD ISNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
°
- 4
12, -8„
0
369/261
1002/984
1697/1361
2630/1738
4 , 1
�. °
' .
#5 DIA. REBAR
13'-4”
0
328/0
1234/0
1779/0
2662/0
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°. 8„x8"x16"CMU U.N.O.
a
NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT
' INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08/S5 FOR LAP INFO.1_
PROVIDE CLEAN OUT OPENING @ GROUT
a. FILLED CELL AND REBAR (TYP). MORTAR
4 �. JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
a
0
292/0
1160/0
166010
2439/0
201-8" 0 145/0 550/0 981/0 1376/0
22'-8" 0 110/0 450/0 824/0 1147/0
16'4"
0
284/0
950/0
1379/0
1997/0
MATERIALS
DESIGNATION SCHEDULE
18'-0"
0
211/0
750/0
°
1676/0
6'_4" 526/434 1539/1539 1329/2267
d
O
8RF6-1B/1T
8'-4" 415/235 1152/1152 1694/1552
°
#4
4
5 5/8
..
°.
0
8F32-0B/1T
121/2
° e
REBAR AT TOP MIN. (1) REQ'D
7
DOOR OPENING SIMPSON HUS26 HANGER
l.♦ , ''
7
113/4
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
@ EA. END. W/ (6) 3/16"OX
7
II
° 4
°. 8„x8"x16"CMU U.N.O.
a
NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT
' INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08/S5 FOR LAP INFO.1_
PROVIDE CLEAN OUT OPENING @ GROUT
a. FILLED CELL AND REBAR (TYP). MORTAR
4 �. JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
14'-0"
0
292/0
1160/0
166010
2439/0
201-8" 0 145/0 550/0 981/0 1376/0
22'-8" 0 110/0 450/0 824/0 1147/0
16'4"
0
284/0
950/0
1379/0
1997/0
MATERIALS
DESIGNATION SCHEDULE
18'-0"
0
211/0
750/0
1177/0
1676/0
6'_4" 526/434 1539/1539 1329/2267
71-4+ 480/322 1334/1334 1964/1552
O
8RF6-1B/1T
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18
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II
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a
NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT
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PROVIDE CLEAN OUT OPENING @ GROUT
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4 �. JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
142 / 0
598 / 0
1114 / 0
1468 / 0
1. fc PRECAST LINTELS = 3500 PSL
2. fc PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 f = 3000 psi W/ 1MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
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A 1 RADE 0. PRESTRESSING STRAND PER ASTM A416 GRADE
5. REBAR PER ASTM 6 5 G 6 E
6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.
20'-0' 0 180/0 598/0 1024/0 1441/0
201-8" 0 145/0 550/0 981/0 1376/0
22'-8" 0 110/0 450/0 824/0 1147/0
RECESSED LINTELS -FILLED
CLEAR OPENING 8R6 -16/8R8-06 8R14 -16/8R14 -0B 8R22 -1$/8R22 -OB
2.4 1694/1694 3725/3280 . 5499/5421
„ 1425/1425 3343/3280 4933/4933
2 8„
31 0 1230/1230 2769/2769 4086/4085
LLNTEL
DESIGNATION SCHEDULE
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4'-4” 846/833 2121/1716 3127/2839
MARK
LINTEL
REQUIREMENTS
F =FILLED WITH GROUT /
U = UNFILLED R =RECESSED
QUANTITY OF #5 REBAR @ -
8F16-1B/1T BOTTOM OF LINTEL CAVITY
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6'_4" 526/434 1539/1539 1329/2267
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8RF6-1B/1T
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18
TYPICAL MASONRY CONSTRUCTION O 8F8-1B/1T ��QUANTITY OF #5 REBAR AT TOP
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7
DOOR OPENING SIMPSON HUS26 HANGER
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7
151/2
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
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0
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51/4
- z
iv
SEE WF01/SD2 FOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
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91/2
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55/8
121/2
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#5
DOOR OPENING SIMPSON HUS26 HANGER
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113/4
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151/2
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81/16
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15
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31/8
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113/4
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DATE:
02/09/2016
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.SAFORIj
TYPICAL FOUNDATION PENETRATIONS I --I I (=1 I-1 NOT USED
3/4"=1'-0" PIPE PARALLEL TO FNDD
#15-554
LL An e 'd duplication, or transfer of these documents withoutthe expressed, written consent of NTA i •
COPYRIGHT MCD 201. The Information contained. In this document Is copyrighted and is the exclusive property of MONTH CONSULTING DESIGN, OF WMR & ASSOCIATES, C y use, up e p t MO CONSULTING DESIGN; OF WMR & ASSQCIATES, LLC s strictly prohibited.
W
W
ATTACHMENT REQUIREMENTS <C
D
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3"
2x8 3/16" x 3" 12" O.C. 2
" EA t TYPICAL FILLED CELL
FASTEN PT 2x NAILER
TO MASONRY NOTES:
1. 2x PT BUCKS/NAILERSSHALL EXTEND BEYOND INT. FACE OF WINDOW,
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z
ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0
2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, �
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN �
THIS CASE.
3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY ADDED TO EXISTING 2x U
uwi
TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 1 Od x 3'° NAILS STAGGERED @ 12" U)
< ° BE GROUT FILLED v O t MIN. 1 4' EMBED. FOR O.C. @EACH SUCCESSIVE BUCK W
U.N.O. 5 3/8 DIA. J -BOLT W/
-- ¢ W 5 1/2 EMBED. AT EA. HOLLOW BLOCK OR 3 4. `MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0
(1) #5 VERTICAL IN c� (1) 2x OR (2) 2x BUCK
�t4 U) ¢ DOOR BRACKET, EA. BASEPLATE �„ OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
L�. GROUT FILLED CELL (IF I Z EMBED. FOR SOLID TBD BY BUILDER (FASTENING) ARE MET
° 07 - q SIDE OF DOOR. CONNECTION PER BRG t
REQ'D PER PLAN) co t ..4 BLK. MAX. 6" FROM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK W/ 2
PROVIDE 1-1/2 x 3/16 WALL SCHEDULE ( )
(1) #5 IN TIE B M
-' 3/4"=1'-0"
SCHEDULE. ONLY
w13000 psi CONC. w/(1)
r ,v�i I" _"- Ivl •n
PROVIDE STANDARD
#5 REBAR VERT.INDICATED
•
LINTEL
2x6x12 P.T. CENTER
SEE PLAN FOR WALL
ON
t �' VERIFY w/ PLAN FOR
4
d a
3000 psi CONC. w/(1) #5
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„`"A-,'. ° ,
<
U)
HOOK
SCHEDULE. MIN 6
REQ'D LOCATIONS
tj�,.
(NP)
BUCK
(2) #5's VERTICAL IN
FRAMING INFO
FROM TOP CHORD (2)
BEYOND
FROM END OF WALL /
— a
REBAR CONT.
O.S.B. BETWEEN
4,
�4+�. 4
w
�
Z
MASONRY WALL.
3/8„ DIA. ANCHOR
NAILS
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ATTACH PER NAILING
SCHEDULE
al< 4
STD HOOK
IF DBL. NAILER IS
(� o
2x6 P.T. BUCK EACH
CENTERED
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I
SIDE OF OPENING
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ENTIRE COLUMN TO
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USED, USE 1/4” x 4-1/2"
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WALL SCHEDULE -
(4)
SCAB IN EACH TRUSS
ATTACHMENTS
12 _
THREADED ROD PER
t
p j O u M E
ti
CLOSURE WALL w/
TAPCONS; SEE NOTES
IF NO WEB IS PRESENT
j
SEE
" "
PLAN / BEARING WALL
4
W
06 z rn o
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FOR SPACING
ATTACHMENT REQUIREMENTS <C
D
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3"
2x8 3/16" x 3" 12" O.C. 2
" EA t TYPICAL FILLED CELL
FASTEN PT 2x NAILER
TO MASONRY NOTES:
1. 2x PT BUCKS/NAILERSSHALL EXTEND BEYOND INT. FACE OF WINDOW,
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z
ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0
2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, �
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN �
THIS CASE.
3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY ADDED TO EXISTING 2x U
uwi
TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 1 Od x 3'° NAILS STAGGERED @ 12" U)
< ° BE GROUT FILLED v O t MIN. 1 4' EMBED. FOR O.C. @EACH SUCCESSIVE BUCK W
U.N.O. 5 3/8 DIA. J -BOLT W/
-- ¢ W 5 1/2 EMBED. AT EA. HOLLOW BLOCK OR 3 4. `MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0
(1) #5 VERTICAL IN c� (1) 2x OR (2) 2x BUCK
�t4 U) ¢ DOOR BRACKET, EA. BASEPLATE �„ OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
L�. GROUT FILLED CELL (IF I Z EMBED. FOR SOLID TBD BY BUILDER (FASTENING) ARE MET
° 07 - q SIDE OF DOOR. CONNECTION PER BRG t
REQ'D PER PLAN) co t ..4 BLK. MAX. 6" FROM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK W/ 2
PROVIDE 1-1/2 x 3/16 WALL SCHEDULE ( )
419" t.
In > THICK WASHER W/ EA. TOP & BOTTOM OR a x ROWS OF 8d NAIL'S @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
NOTE: SEE =FOR
4t 4" TITENS w/ WASHERS
m I ANCHOR. (1st BOLT TO t SPECS
LINTEL PLA ¢ BE 8" MAX. ABV. CURB, 16" FROM TOP AND
ADDIT'L REREST EQ. SPACED
BOTTOM AND 12" O.C.
24 O.C.
PT BASE
PLATE
OTHERWISE.
i W
.a"
0
VERTICAL REINFORCEMENT DETAIL NDOGARAGE BUCK DETAIL DO BEARING/ G SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL �
LU �.
PRECAST LINTEL PER
PLAN
MASONRY WALL -
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" ®�� �'���'� a oh
oe••o.pe� �'�ir � �
SHEATHING PER PLAN STRUCTURAL
LINTEL SEE PLAN SHEATHING PER PLAN •°W Lt„ •
EO NOTE: CUT BACK 2x8 ( ) a �"•® _
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P.T. @ TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING -,�,•� Q Z
FRAMING DETAILS FOR CONNECTI N PER ` ®0 �' U
CONT. 2x4 BLOCKING �,. TYP. TRUSS TO FRAME O TYP. TRUSS TO FRAME W .11
7/16" O.S.B. EA. SIDE ADDITONAL •
AROUND CURVE. MIN. CONNECTION PER STD. CONNECTOR CONNECTION PER °'�C
NOTES STD. CONNECTOR =
INFORMATION �� �► `
2 TAPCON ANCHORS Y•+ HEADER CAN BE STD, CONNECTOR ,� •®® t,' �. V� � Q
PER 2x8 ( NOTES
EITHER UPSET OR NOTES FRAME OUT TO BLOCK ® •®® 000.0 U.. J R
DOWNSET EDGE AS REQ'D FRAME OUT TO BLOCK o•o.�ii "�� _j �
FRAME OUT TO BLOCK EDGE � 40 •"`� LL,
2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D g �A®�AMst'Aa®e , °
w
ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS
EACH END
HEADER PER �� 1/2 " x 8 ANCHOR BOLT (2) 2x TOP PLATE
LOCATION
� �+
OR TITEN HD @ 32 (2) 2x #2 SYP SEE PLAN
_ (3) 16d COMMON � (2) 2x PLATE '`
& 6" FROM EACH C
(2) 2x #2 SYP SEE PLAN .. � FOR BEAM SIZE (ONLY
END VIEW w/ CMU NAILS (TYP.) (2) 2x TOP PLATE FOR BEAM SIZE O ) 1F OPENING PROVIDED w
END PER PLAN) C
MIN. 2x4 SPF #2 KNEE ( MIN. 2x4 SPF #2 KNEE y j �t s
MIN. 2x4 SPF #2 KNEE
HEADER (SEE PLAN) & I�^�
WALL WITH STUDS @ WALL WITH STUDS @ WALL W/ STUDS @ 16"'
16 O.C. W/ 16 O.C. W/ -.,
?77 1 2x4 SPF CONT: (2) 2x #2 SYP SEE PLAN 2x PT BOTTOM
PLATE O.C. w/ STRUCTURAL z '
FOR BEAM SIZE c 0
STRUCTURAL STRUCTURAL CD
BLOCKING ATTACH TO SHEATHING FROM
SHEATHING ON BOTH SHEATHING ON BOTH o
7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d
SIDES FROM TOP OF SIDES FROM TOP OF � PRECAST LINTEL OR TOP OF WALL TO
NAILSBOTTOM OF WALL.
WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF � KNOCK OUT COURSE .•
ATTACHED PER
, 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 1 IN D'`
2x BLK G. TO O.S.B. W/ NAILING SCHEDULE
ARCH PER ELEV NAILING SCHEDULE NAILING SCHEDULE I'!„f''I U
W/ 6d NAILS @ 16 O.C.
(2) - 8d EACH END ,: OTHERWISE SP2 CLIPS � ���
TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL
AT TOP AND SP1 CLIPS �y�
AT TOP AND SP1 CLIPS BUILDER FRAME a� °~3 �
AT BASE ARE REQ'D O
2x BUCKS, AT BASE ARE RADIUS A5 READ � �” r�riw
END VIEW w/ WOOD REQUIRED
ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM AFCKNEEWALL OVER MASONRY WALL
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS
AND SP1 CLIP"
BASE ARE REG
2x BLOCKING
MIN 7_x4 STUDIr
O/C
2x P.T. PLATE
1/2" x 8" A.B. 01
HID @32"O.C.
FROM EA. END
ON BASE PLAT
(1) #5 IN TIE B M
-' 3/4"=1'-0"
SCHEDULE. ONLY
w13000 psi CONC. w/(1)
(1) #5 BAR IN PRECAST
REQUIRED WHEN
#5 REBAR VERT.INDICATED
•
LINTEL
V J
ON
t �' VERIFY w/ PLAN FOR
4
12
NAIL SCAB TO TOP
IF A/C IS SUSPENDED
GARAGE WALL
SCHEDULE. MIN 6
REQ'D LOCATIONS
tj�,.
(NP)
SEE ELEV.
(2) #5's VERTICAL IN
CHORD WITH (4) 10d
FROM TOP CHORD (2)
BEYOND
FROM END OF WALL /
c
GROUT FILLED CELL
Z
MASONRY WALL.
DOUBLE 2x TOP PLATE
NAILS
2x4 #2 SYP BLOCKING
ATTACH PER NAILING
SCHEDULE
CMU WALL PER PLAN
tt. tib
(� o
2x6 P.T. BUCK EACH
•1I
REQ'D @ TOP CHORD.
SIDE OF OPENING
BLOCKING PER BRG
— EQ. SPACED "
�t ^
ENTIRE COLUMN TO
a
co
WALL SCHEDULE -
(4)
419" t.
In > THICK WASHER W/ EA. TOP & BOTTOM OR a x ROWS OF 8d NAIL'S @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
NOTE: SEE =FOR
4t 4" TITENS w/ WASHERS
m I ANCHOR. (1st BOLT TO t SPECS
LINTEL PLA ¢ BE 8" MAX. ABV. CURB, 16" FROM TOP AND
ADDIT'L REREST EQ. SPACED
BOTTOM AND 12" O.C.
24 O.C.
PT BASE
PLATE
OTHERWISE.
i W
.a"
0
VERTICAL REINFORCEMENT DETAIL NDOGARAGE BUCK DETAIL DO BEARING/ G SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL �
LU �.
PRECAST LINTEL PER
PLAN
MASONRY WALL -
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" ®�� �'���'� a oh
oe••o.pe� �'�ir � �
SHEATHING PER PLAN STRUCTURAL
LINTEL SEE PLAN SHEATHING PER PLAN •°W Lt„ •
EO NOTE: CUT BACK 2x8 ( ) a �"•® _
• ea W
P.T. @ TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING -,�,•� Q Z
FRAMING DETAILS FOR CONNECTI N PER ` ®0 �' U
CONT. 2x4 BLOCKING �,. TYP. TRUSS TO FRAME O TYP. TRUSS TO FRAME W .11
7/16" O.S.B. EA. SIDE ADDITONAL •
AROUND CURVE. MIN. CONNECTION PER STD. CONNECTOR CONNECTION PER °'�C
NOTES STD. CONNECTOR =
INFORMATION �� �► `
2 TAPCON ANCHORS Y•+ HEADER CAN BE STD, CONNECTOR ,� •®® t,' �. V� � Q
PER 2x8 ( NOTES
EITHER UPSET OR NOTES FRAME OUT TO BLOCK ® •®® 000.0 U.. J R
DOWNSET EDGE AS REQ'D FRAME OUT TO BLOCK o•o.�ii "�� _j �
FRAME OUT TO BLOCK EDGE � 40 •"`� LL,
2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D g �A®�AMst'Aa®e , °
w
ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS
EACH END
HEADER PER �� 1/2 " x 8 ANCHOR BOLT (2) 2x TOP PLATE
LOCATION
� �+
OR TITEN HD @ 32 (2) 2x #2 SYP SEE PLAN
_ (3) 16d COMMON � (2) 2x PLATE '`
& 6" FROM EACH C
(2) 2x #2 SYP SEE PLAN .. � FOR BEAM SIZE (ONLY
END VIEW w/ CMU NAILS (TYP.) (2) 2x TOP PLATE FOR BEAM SIZE O ) 1F OPENING PROVIDED w
END PER PLAN) C
MIN. 2x4 SPF #2 KNEE ( MIN. 2x4 SPF #2 KNEE y j �t s
MIN. 2x4 SPF #2 KNEE
HEADER (SEE PLAN) & I�^�
WALL WITH STUDS @ WALL WITH STUDS @ WALL W/ STUDS @ 16"'
16 O.C. W/ 16 O.C. W/ -.,
?77 1 2x4 SPF CONT: (2) 2x #2 SYP SEE PLAN 2x PT BOTTOM
PLATE O.C. w/ STRUCTURAL z '
FOR BEAM SIZE c 0
STRUCTURAL STRUCTURAL CD
BLOCKING ATTACH TO SHEATHING FROM
SHEATHING ON BOTH SHEATHING ON BOTH o
7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d
SIDES FROM TOP OF SIDES FROM TOP OF � PRECAST LINTEL OR TOP OF WALL TO
NAILSBOTTOM OF WALL.
WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF � KNOCK OUT COURSE .•
ATTACHED PER
, 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 1 IN D'`
2x BLK G. TO O.S.B. W/ NAILING SCHEDULE
ARCH PER ELEV NAILING SCHEDULE NAILING SCHEDULE I'!„f''I U
W/ 6d NAILS @ 16 O.C.
(2) - 8d EACH END ,: OTHERWISE SP2 CLIPS � ���
TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL
AT TOP AND SP1 CLIPS �y�
AT TOP AND SP1 CLIPS BUILDER FRAME a� °~3 �
AT BASE ARE REQ'D O
2x BUCKS, AT BASE ARE RADIUS A5 READ � �” r�riw
END VIEW w/ WOOD REQUIRED
ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM AFCKNEEWALL OVER MASONRY WALL
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS
AND SP1 CLIP"
BASE ARE REG
2x BLOCKING
MIN 7_x4 STUDIr
O/C
2x P.T. PLATE
1/2" x 8" A.B. 01
HID @32"O.C.
FROM EA. END
ON BASE PLAT
TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV..
COURSE W/ 1 #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H.
O TYP. SINGLE TIE -BEAM
CONT. PLAN END
W/ (1) #5 CONT.
KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS $01 A/C IN TRUSSES
GROUT SOLID 0
F1
W M 11
O2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. ¢ co
CHIMNEY CAP SPECS W/ 2 MIN. WINDOW PER > Z
LSTA18 @ 32 O.C. STUD TO PRE -ENG CLEAR BETWEEN FLUE FLOOR PLAN 0 TRUSS, SLIT F TOP OF CHIMNEY MIN. & FRAME Z 0
ROOF SHEATHING FOR STRAP
2'-0" ABOVE A POINT O
,•, H —jB I
I �- ,� GALVANIZED FLASHING Vi
C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10 0 OF THE QLa
NEAREST ROOF T. PRECAST CONC. OR
O EX SHEATHING W
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p \ (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL J 0 1
D TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 W 0
O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSSZ W
DOUBLE TOP PLATE
BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKETEXTi� m
2x4 VERTICAL @ 24'" tFINISH PER PLAN 0
W/ GALVANIZED a 0 H-
E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 1GdFLASHING ET
t J
M,• NAILS TO BOTTOM + + W W0
H A CHORD & (3) 10d NAILS
F 2x PLATES OVER ROOF DECK PER VALLEY 1 K TO TOP CHORD; NOTE MAIN FLOOR 0 1-- f1—
O FRAMING DETAIL d �' ,., IF WALL HEIGHT IS a
-- (4) 16d COMMONS •' ,'. ELEV 0-0
BETWEEN 4FT & 8FT,
DOUBLE TOP PLATE B + + NAILED @EACH END CONC. SLAB
G � , USE 2x6 SYP #2 STUDS + OFOUNDATIONVERT REINF. BEYOND
.
.`, SEE
2x4 BLOCKING W/ 2 PLAN FOR MORE INFO — --- STRUCTURAL ENG: BED/ BAD
GALVANIZED FLASHING O - --
H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 1 C 16d COMMONS END —� DRAFTING:
RAFTER + + I=i
2x4 BLOCKING W/ (2) + NAILED TO VERTICAL
1 d COMMONS END �= MASONRY STRUCT: AML
COMMON TRUSS PER PLAN OR CONV. FRAMING w/,, E 6 O N 2X4 s �- PLAN
J D ROOF NAILED TO VERTICAL QC CHECK CC
STRUCTURAL SHEATHING PER PLAN AN O
O SEE FOUNDATION _
S �r� "
2x4's + + U JOB No. TM -2151635
FINISH PER ARCHSFIN + + DETAILS FOR FTG INFO a
1a1 SCALE:
CURVED ROOF TRUSSES PER PLAN OR CURVED � TRUSS PER PLAN •. AS INDICATED
K RAFTERS w/ (2) LAYERS CDX SHEATHING
DATE. 02/09/2016
NAILED@ 6 O.C. STAGGERED # 0 - 5 CJ 4
FOM DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D M0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0"
SD2
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
f these documents without the expressed, written consent of MONTA TI I ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: 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 transfero th s docu e u p CONSULTING & DESIGN, OF WMR & SSO y p
3/4"=1'-0"
-' 3/4"=1'-0"
3/4"=1'4"
V J
12
NAIL SCAB TO TOP
IF A/C IS SUSPENDED
(NP)
SEE ELEV.
CHORD WITH (4) 10d
FROM TOP CHORD (2)
ROOF SHEATHING
c
Z
DOUBLE 2x TOP PLATE
NAILS
2x4 #2 SYP BLOCKING
ATTACH PER NAILING
SCHEDULE
(� o
ADD 2x4 VERTICAL
REQ'D @ TOP CHORD.
o
(q J o
IF REQ'D, PROVIDE
SCAB IN EACH TRUSS
ATTACHMENTS
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H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 1 C 16d COMMONS END —� DRAFTING:
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FINISH PER ARCHSFIN + + DETAILS FOR FTG INFO a
1a1 SCALE:
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K RAFTERS w/ (2) LAYERS CDX SHEATHING
DATE. 02/09/2016
NAILED@ 6 O.C. STAGGERED # 0 - 5 CJ 4
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SD2
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
f these documents without the expressed, written consent of MONTA TI I ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: 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 transfero th s docu e u p CONSULTING & DESIGN, OF WMR & SSO y p
SIMPSON 1-,
DIAGONAL TO BEAM
PT 2x8 PLT., CANT. FOR
CLG. NAILING SURFACE
PROVIDE 16d NAILS —
GABLE END TRUSS TO
PLT.@12" O.C. MAX.
CMU WALL OR LINTEL
BELOW
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NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q
SHEATHING NOT REQ'D SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN
TO BE CONT. @ THE SHACONT. @ THE SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF '
TRANSITION FROM TO BE TRANSITION FROM SHEATHING TO V-0" MAX PLYWOOD CANT. O.H.
BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR
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_ I I HEADER SCHEDULE. � r
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10d COMMON NAILS @ I I U) Q L
EACH END (TYP.) 4p ATTACH JAMB STUDS LLJ � �e
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r..�� ON (1) SIDE OF
Z M
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(AS SHOWN) 3/16" x 2 3/4" TAPCONS 0 _I O LL.
IN CMU. OR SIMPSON >- W 0
2x6 s @ 24 O.C. MAX. META16 Q _
FASTEN SYP OR SPF
2x4 SYP #2 BLOCKING, P.T BASE PLATE
2x6 (MIN.) PLATE THRU END NAILS @ EACH car
SHEATHING PER PLAN END.
W/ 1/4"x4-1/2" SIMPSON LAY 2x4 BLOCKING
SDS SCREWS TO TOP WALL SHEATHING PER
- — — — — — — -" ` ._ CHORD OF EACH " OVER THE TOP OF THE
TRUSS BELOW PLAN LINTEL PER PLAN BOTTOM CHORD.
FASTEN CONV. 2x 2x WALL, SEE PLAN ! ATTACH W/ (2) 10d
L NAILS @ EACH TRUSS
-1 VALLEY RAFTER
9<<Fy �y� FRAMING (OR PRE -ENG
�P VALLEY TRUSSES) TO STD CONDITION QwJOB No. TM - 2151635
FRAME WALL BEARING CONDITION CMU WALL
J4.r
2x PLATE WITH
SIMPSON MTS12 OR SCALE: AS INDICATED
LSTA12 & (5) 8d NAILS .DATE: 02/09/2016
@ EA. RAFTER TO PLT. q� 7�nG�
FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED
#`16-554,,
3/4"=1'-0" 1/2"=1'-0" D
i strictly
T M D 2014: 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 A�IONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC s st ct y
COPYRIGH Cp p Y
NOTE:
PLATE LENGTHS MUST BE AT
LEAST 8'-0" LONG. TYP.
ATTACH 2x STUDS TO
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
CONDITIONS
BOTTOM SPLICE OVER
STUD
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a
CL
CL DISTANCE
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3/4"=1'-0" 1-1/2"=1'4' >'' .•'«err«««r• IZ
tl• �* ,
2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING /�, SHEATHING PER PLAN dJ ',� �r0 r ': W
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U- z @ 3 O.C.
t II�•C Q
ROOF SHEATHING :•" " . ,� �o° `� � CC J
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II I I II II II o Q = G
W W 3CD NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ q FNC '�A,Q FASTEN PER PLAN �F�yC '�T O �'�; `�.P � o
II I I II _IL II a = O f- COMMON NAILS @ 3” O.C. 1/2 y0 �/s Ty Res "e,, -�
III 1I_ JI- - — -- — -- — -- a U) z3, op s o,�o S as ►p.pe1RA� ,° W
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III III II I I I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS tj
2x4 FRAMING @ 24
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III OPENING III I I I I I I SPACE BETWEEN W W COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 1 O x 3
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III TYP. III I I I I I I 0
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SIMPSON H3 CLIP DESIGNED FOR DATE: 02/09/2016
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(6DO CORNER COLUMN FRAMING rSD01� TYPICAL SHED ROOF DETAIL
3/4"=1' 0" 1/2"=1'-0" D
#16-554
LC An u duplication, or ransfer of these documents without the expressed, written consent of M N
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, L y use,t p e co OTA CONSULTING .& DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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U�NG JOB N 1. o. TM - 2151635
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SIMPSON H3 CLIP DESIGNED FOR DATE: 02/09/2016
SHINGLE ONLY SFA
gr7rM`=
(6DO CORNER COLUMN FRAMING rSD01� TYPICAL SHED ROOF DETAIL
3/4"=1' 0" 1/2"=1'-0" D
#16-554
LC An u duplication, or ransfer of these documents without the expressed, written consent of M N
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, L y use,t p e co OTA CONSULTING .& DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
SHINGLE OR TILE PER
ARCHITECTURAL
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PRE-ENGINEERED -
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
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SEE ARCHITECTURAL
PLAN FOR OVERHANG
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WINDOW AS —�
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WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
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POWERS STEEL SILL
TYP. @ ALL WINDOWS
EXT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER
PLAN
FIN. FLR.
01-011
00
GRADE ,
NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED
TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS -SEE
NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR
BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING
PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER
ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND
O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS
REQ'D # OF STUDS
CONNECTIONS
SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @
- TYPICAL TRUSS TO STRAP W/ (10) 1 O TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER -
FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F SIMPSON SP4 w/ (6) 10d F� SIMPSON SP4 w/ (6) 10d
SEE STANDARD 2-1/4 TITEN SCREWS ATTACHED PER ATTACHED PER �'<�S' x1-1/2" @ 24" O.C. (USE <<Sti x1-1/2 @ 24 O.C. (USE z
CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFr SP6 @ 2x6 STUDS & O
USE SIMPSON STRAP (MAX 10 SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) F-
MSTCM60 STRAP W/ ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 10d
) `
NAILS. BEND STRAP NAILS. BEND STRAP �
REFER TO PLAN FOR (20) 16d SINKERS & (14
BUILT-UP COLUMN 0
(2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE �
1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. I U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN 0
INFO. FOR TRUSSES 20 TO 3 , THEN RUN DOWN ; 3", THEN RUN DOWN
26 DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/
HEADER - SEE 2ND
W
SYSTEM - IF NO FLOOR
PRE -ENG. FLOOR " FLOOR PLAN FOR MIN.
(IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D 0
LINTEL COURSE OR ~ HEADER SIZE & REQ'D
SYSTEM INSTALL EXTERIOR SHEATHING JAMB STUDS
I A L INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS
KNEE
WALL L & PROVIDE DE O I 1/4" X 1 3/4" TITENS) STRAP W/ (11) 1 Od TO
EXTERIOR SHEATHING
SOLID BLOCKING" FLOOR TRUSS SEE TO BOT. RIBBON, NAIL
UNDER COLUMN '
U.N.O. ," FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL"
CONNECTION ABOVE INFO..
PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL
'
PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN
SEE DETAIL WS11 FOR IF HEADER IS UPSET ,
BAND JOIST & BLKG BLOCKING BELOW w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL
I FLOOR GIRDER OR �
END NAILED TO
OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. PLATE w/ (2) 1Od
I BEAM; SEE PLAN AND WINDOW IS � W
FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL
NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 O ^;
TRUSSES TO BE P.T. IF TOENAILSEXT.®1 ®�
STUDS @ 16" O.C. LESS THAN 4FT.(1) 2x�r�
NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTAcH sILL w/'(2) 10d sI�L PLATE wi 2 1od HEADER ON42x
e�S
DBL. TOP PLATE BARRIER (FELT PAPER O LESS THAN �e••®.mJ �r3/4"=1'-0 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING` waOR SIM) IS PROVIDED SILL PLATE . ., La
HDR. PER PLAN OF SILL (MAX OPEN G LARGER THAN 4FT: (2) •�'= N
WIDTH 4 -0 ). USE A35 2x SILL PLATE w/ A35 TOENAILS. (2) 2x SILL AT WINDOW � w2x STUDS, SEE I --- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR C IP E H IDE w/ 2 LARGER TH��"" ® - o
FRAMING PLAN FOR BUILT-UP COLUMN „ I • Z Z
�--��` CLIPS EACH S x w/ 2x CRIPPLE STUDS W #U �o
SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 CJ IQG;
SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x • `T ; . U
STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 1 Od �' !*� 4 -
AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' T&B PLYWOOD „ CRIPPLES @ 16 O.C. t� ®•° "O
TO VERIFY SIZE I A A ( NAILS @ 8 O.C. THEN,
SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ 2 1Od TOENAILS �® �® <
PLAN BEYOND NAILS O °• ®•'' �9 w Q
COLUMNS SEE FLOOR FRAMING STUDS @ 16 O.C. T&B (PLYWOOD` , @®° Q -
INT. FINISH PER PLAN PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 7&B) ATTACH SILL w/ (2) 10d ®@*Q, J
MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D �Bp ���® J O
2x BOTTOM PLATE w/
PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING T&B) pa ' �� � � -j
'• UNDER WINDOW OF SILL (MAX OPEN'G e � ,, `., \, S U'
2 12d AT 12" O.C. I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0" ). USE A35
O
1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 4 CLIP AT EA. END FOR
3/4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @
STRAP w/(20) 16d "
ATTACHED PER FLOOR w/ 14 10d SINKERS & 14 1/4" X 2 OPENINGS GREATER
I COL, SEE BRG WALL/ ( ) '• ( ) THAN 4 BUT LESS a• � ,
NAILING SCHEDULE I 2 -STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD.
(2) SIMPSON LSTA18 THAN 6' O '
SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / o
FLOOR TRUSSES SEE I
INFO. (2) SIMPSON META16 LINTEL COURSE OR \ r
PLAN FOR DEPTH AND FLOOR W/ (14) 10d . 2x TOP &BOT. SIMPSON LSTA30 w/ m
FLOOR TRUSS TO INTO FILLED CELL USE
NAILS „ „ RIBBONS CONT. (11) 10d TO STUDS \7 ,a.
DIRECTION REFER TO MASONRY WALL 1/4 X 1 3/4 TITENS) ABOVE -PLATE U.N:O. ��'i ^"j a
FOUNDATION PLAN
.,: (3) 2x STUD PACK
FOR FTG. NOTE: ALL FLOOR " o _
EXT. SHEATHING ATTACH PER NAILING --__..._.____ TRUSSES TO BE P.T. IF
NITUNI-1 �a � .• -- �--- INFORMATION k �z-� FLUSH W/ FACE OF SCHEDULENO MOISTURE c t7
=� ' , .. • „ ; ,. • . �_- MASONRY ATTACHED SEE FRAMING PLAN
BARRIER (FELT PAPER °
I �=-- _ �_� ATTACH 2x STUDS W/ FOR FLOOR �m
� NPER NAILING OR SIM) IS PROVIDED �
SCHEDULE' PROVIDE (2) 16d NAILS @ 6" O.C. _
(4) 2x STUDS SEE FRAMING PLAN CONNECTION
1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR)
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON , III U
�. SHEATHING AND CMU WALL BELOW PER DETAIL IN I T CONNECTION 2
MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CD CA ED
PROVIDE BLOCKING FLOOR GRIDER OR
SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP ® '
( ) BELOW JAMBS BEAM O
MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ c Q
FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d � �
STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE
FT MAX: DRAFT
ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO /
STOPPING MATERIALS
MIN THICKNESS SHALL SO
TYPICAL TWO STORY COL. GIRDER ASO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION 2nd FLOOR fiso HEADER CONNECTION 2nd FLOOR HIGH BM
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" -0 3/4"=V-0"
-0
15/32„ OR 7/16„ OSB.
ATTACH TO FLOOR
/4” FLOOR SHEATHING SHEATHING PER PLAN 3/4” FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN
TRUSS w/ 8d NAILS AT 3 tr„
ATTACH PER NAILING ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING c r^ Z,
16 O.C. TOP AND ATTACHED PER ATTACHED PER V J
SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN
BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE
ATTACH PER NAILING c U) `0 r ao
2x STUDS ,SEE 2x STUDS., SEE UNDER WINDOWS AND 2x STUDS' SEE
SCHEDULE W � rn `- r
FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS. BLOCK N
2x4 #2 SYP BLOCKING � - O w cr,
.FRAMING PLAN FOR D E
ti
„ SOLID BETWEEN`.. CONTINUOUS FROM c� z F-
48 O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE w o7 �
@ ,SPACING AND GRADE � c?S rn 8
TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w! SIMPSON
TOP OF TOP PLATE TO p., z _
SYS. 42 FLOOR. AND SEE ARCH PLAN GIRDER TRUSS PER � Q O - � c
A35 EA. END BOTTOM PLATE. U _ W :5
TO VERIFY SIZE TRUSSES 24 O.C. TO VERIFY SIZE T V RIFY
@ O E SIZE' PLAN Z U t- p 0 ao �
2x4 #2 SYP ANGLE 2x BLOCKING FOR - 0 Q c0
2x BOTTOM PLATE W/EARING WALL PER N w z -
( (MAX)) 2x BOTTOM PLATE W/ I- u� _ c
2x BOTTOM PLATE W/ z �
AGAINST TRUSS ,� SHEATHING/ DRYWALL � � o
(2) 12d @ 12 O.C.
,...:. „ (2) 12d @ 12" O.C.
PLAN
J .ca � Z ca
VERTICAL @ 48 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. � � ,Q O O 1 L
f� p=� c
W/ 3 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM 1- w w
z I— O
O PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN Z p
END 2x SYP #2 RIBBON (MIN PLATE Q z z E
14 z:TRUSS OR FIELD 2x4) TO TRUSS w! (4) Q W Q w 0
2x4) TO TRUSS w/ (4)
FRAME 2x4 KNEE 16d NAILS; BOTTOM {2) H5 EA. FLOOR �' U O '� 20
-
WALL,
NAILS, BOTTOM
RIBBON TO BE PT IF TRUSS TO DOUBLE c
WALL, STUDS @ 16 IF �✓ Q � �
RIBBON TO BE PT
SYS. 42 FLOOR O.C. W/ 2 16d NAILS 0 04 —'
I.O @ BRG DIRECTLY ON c
BRG DIRECTLY ON BUTTON PLATE SLIT W z U- w N'Q
'�. CONC. SLAB - TRUSSES 24" O.C. D SEE CMU FLOOR DECKING TO
J N
@ EACH EN CMU SEE TRUSS LAYOUT +m i- O U
SEE FOUNDATIONONNECTOR ACCOMMODATE c� - `� ;
(MAX)( ) , . (2) ROWS 8d NAILS @ ' FOR HANGER I—
fir.. PLAN FOR MORE INFO „ '. SCHEDULEfOR „ STRAP
1/2 GYP. CLG BD OR 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL (V
„ „ CONNECTION „ „ „ I-
(2) 5/8 TYPE X WHEN
/ TYPE X WHEN
3 O.C. WALL SHEATHING TO EA. LU
„_. (2) 5 8
IN GARAGE 2 ROWS 8d NAILS IN GARAGE SHEATHING TO I SEE PLAN FOR RIBBON W
O @ 2x RIBBON OR
BOTTOM RIBBON SIMPSON META16 AT CANTILEVER _
J! MASONRY WALL PER °` r' 3" O.C. WALL MASONRY WALL PER BLOCKING w/ 4 16d
L. L: MASONRY OR MTS12 O
PLAN SHEATHING TO PLAN OR (3)16d TOENAILS
BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD
SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING MU NOTE: ALL FLOOR
1/8" GAP BETWEEN F S H & C TRUSSES TO BE P.T. IF
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. I MASONRY OR FRAME
NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE
SEE CONNECTION WALL PER PLAN BARRIER FELT PAPER
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER S PER PLAN
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE ORSIM)1S PROVIDED TRUSS
TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION IVV61 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONTINUOUS TO
BOTTOM OF FLOOR
TRUSS,CONTRACTOR
TO INSTALL SIMPSON
LSTA18 STRAPS FROM
EA. STUD TO TRUSS
2x12 #2 SYP CONT.
LEDGER W/ (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY.
SPACED VERTICALLY)
@ 24" O.C. AND @ EA.
END VERTICAL (MINT. 2"
FROM T&B)
SEE WS10/SD5 FOR -
ADDITIONAL INFO
Ali
3/4"=V-13" 3/4"=1'-0„ 3/4"=1'-0" 3/4"=1'-0 3/4"=1 "-0 Q
NOTE: ALL FLOOR m
TRUSSES TO BE P.T. IF
Z �
NO MOISTURE HANDRAIL BY OTHERS
Z 0 0 ..
- BARRIER (FELT PAPER
0 1- -j
OR SIM) IS PROVIDED
a La
z OCW�e
SEE ARCH DWGS FOR..J O 1
w TOPPING INFO W
Z
m
F_ 3/4" PLYWOOD FLOOR H O O Z
SLOPE DECKING ATTACHED V J
PER NAILING
W W O --
SCHEDULE Q IX _
SLOPED BALCONY
FLOOR TRUSS (12 LL
SEE PLAN TALL) (60/15/5 MIN.
LOADING) W/ LUS26 OR � STRUCTURAL ENG. BED/ BAD
LUS46 TO LEDGER - f F
DRAFTING:
CONTRACTOR TO ; . SEE WS11/SD5 FOR
1. STRUCT: AML
PROVIDE ADEQUATE SIM. END CONDITION
WATERPROOFING., NO A
QC CHECK CC
CONCRTE SLAB LINTEL PER PLAN UILD/ti 3 JOB No. TM - 2151635
.4 PERMITTED
G - -- ------ - - _. .
SCALE: AS INDICATED
O,d 3
DATE: 02/09/2016
TYPICAL BALCONY FRAMING NOT USED
3/4"=1'-011 # _ 5 5
D
5
COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, ortr nsfer ofthese documents without the expressed, written consent of M N
TA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited.
EXTERIOR SHEATHING
ATTACH PER NAILING
SCHEDULE
(2) 2x4 #2 SYP
BLOCKING w/ SIMPSON
HUC24-2 EACH END,
USE (4) 10d & (2) 10d
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 w/ HUC26-2.
LOW ROOF TRUSS SEE
TRUSS PLAN FOR
CONNECTIONS
2x BRG WALL W/
2x BRIG WALL W/—
TO BOTTOM OF SILL
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
EXT. SHEATHING
2x4 NAILER W/ (2)
SHEATHING CONT. TO
2x4 BLOCKS, (2) 16d
LLI
EXTERIOR SHEATHING
TRUSSES @ 24" O.C.
TRUSS PER PLAN
D —
—'
NAILING SCHEDULE
FROM TOP OF WALL
(2) 2x HEADER
SIMPSON SP2 @ TOP &
SIMPSON SP2 @ TOP &
2x8's MIN. SPF #2 @ 16"
TO BOTTOM OF SILL
— EXT. FINISH PER
2x8 MIN. SPF #2 @ 16"
ROOF SHEATHING
ATTACH PER NAILING
10d NAILS @ 16" O.C.
2nd STORY WALL
BOTTOM PLATE
NAILS @ EACH END.
PER PLAN
Q
ATTACHED PER
TRUSS
SCHEDULE
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
1
NAILING SCHEDULE
SP1 @ BASE. LSTA18
(2) 2x BASE PLATE w/
SP1 @ BASE. LSTA18
O.C. MAX (U.N.O.)
2nd STORY WALL PER
FINISH
ARCHS
O.C. - SEE FRAMING
IPRE-ENGINEERED
ISIMPSONH2.5 EA.
ATTACH PER NAILING
I
SCHEDULE
SEE FLOOR FRAMING
PLAN FOR MORE INFO
BLOCK ADJACENT
TRUSS PER PLAN
SCHEDULE
1
TRUSS
2x8 #2 SYP SILL PLATE
TRUSS ANCHOR (SEE
OR MTS12 MAY BE
(2) 12d NAILS @ 12"
OR MTS12 MAY BE
• 2x6 #2 SYP CONT.
I
W/ Y2" EPDXY ANCHOR
PLAN)
PLAN FOR MORE INFO.
D / - /2..
LEDGER W (2) Ya x3 1
STUDS SEE PLAN
OR J -BOLT @ 32 O.C.
;
2x4 STUDS @ 16" O.C.
XX
ATTACH PER NAILING
BAYS @EACH
W/ MIN. 7" EMBEDMENT
ROOF SHEATHING
TRUSS DIRECTION
16" O.C. MAX. & 3"
6" FROM EACH END
ATTACHED PER
&MORE INFO
USED @ BASE
O.C. USE SIMPSON
USED @ BASE.(WHEN
MSTAM24 EA. SIDE OF
1
NAILING SCHEDULE
1
2x4 BLOCKING
LCESS
(3) SCREWS FOR 24"
SIMPSON LUS26. USE
1
BELOW
1
LEDGER INTO
SCHEDULE
DIAGONAL AS SHOWN.
ITRUSS. VERIFY W/
I
TRUSS
(2) 2x TOP PLATE
O.H.
MTS12 OR LSTA18 TO
WALL IS CONT. BRIG ON
EA. STUD TO WALL
1
PER ELEV.
BETWEEN STUDS W/
DRAWINGS
— —
B
2x8 SYP #2 LEDGER W/
1
(2) 2x HEADER SEE
1/2" GYP. BOARD
1
MIN. (4) 16d NAILS TO
MASONRY WALL PER
PLAN FOR MORE INFO
0•C. w/ EXT. SHEATHING
FASTEN ROOF
1
EACH STUD (AT EACH
PLAN
---
---
--
-
OPT. TRUSS
RECESS LEDGER
SIDE OF G.T. USE 4
O
2x BLOCKING W/ (2) 12d
BLOCKING BELOW.
TRUS
FOR
TRUSS STRAP STUDS
BELOW W/ (9) 10d
1
16d NAILS)
SHEATHING PER PLAN
2 12d TOE NAILS
O
G RDEOR SOEE PLAN
2x SPF BASE
1
WINDOW ATTACHMENT
PLATE
—
SHEATHING
INFO. IF WALL
1
WINDOW SEE PLAN
SHEATHING ISN'T CONT.
1
1
PRE-ENGINEERED
TOENAILS EACH END
NOT REQ'D IF STUD IS
FOR LOCATION
w/ LSTA18 @ 16" O.C.
NAILS AND (5) 1/4"x2
1
1
FLOOR SYSTEM
ATTACH PER NAILING
EACH END
KNEEWALL OR BEAM
BLOCKS W/ 8d NAILS @
(2) 2x SPF TOP
1
PLATES U.N.O.
1
1
CONNECTED w/ MTS12
1
TO TRUSS BELOW)
3/4" TAPCONS PER
SCHEDULE
1
1
1
(2) 2x HEADER
SIMPSON H10A @
1
1
SEE FLOOR PLAN
1
1
6" O.C.
1
.
FOR MORE INFO
1
1
2x STUDS SEE PLAN
1
1
1
STUDS ABOVE ARE TO
2x BASE PLATE W/ (2)
OR LSTA18STRAP;
ALIGN W/ STUDS BELOW
3/4' FLOOR SHEATHING
CENTER
1
;.
1
1
1
1
SEE LD02/SD4 FOR
EACH DIAGONAL
1
1
'
2x P.T. BASE PLATE
'
'
BEARING SCHED.
1
12d NAILS @ 12" O.C.
1
1
ATTACHED PER
STRAP BETWEEN
2x8 #2 SYP P.T. SILL
MORE INFO.
BRACE
2x BLOCKING W/ (2) 12d
NAILING SCHEDULE
MASONRY WALL AND
" PLATE w/ 1/2" EPDXY
(5) 16d NAILS BRACE
z
3/4" FLOOR SHEATHING
TOENAILS EACH END
FLOOR TRUSS PER
FRAME WALL
ANCHOR BOLT OR
-� '
TO BLOCKING
O
ATTACHED PER
(2) 2x4 #2 SYP
PLAN
J -BOLT W/MIN. 7"
2x8 #2 SYP P.T. SILL
ALL THREAD ROD
NAILING SCHEDULE
-
BLOCKING w/ SIMPSON
EMBED. @ 32" O.C. & 3"
PLATE W/ 1/2" EPDXY
@ 48" O.C.; SEE
PROVIDE 2x4 BRACE
HUC24-2 EACH END,
'' FROM EA.END
ANCHOR BOLT OR
FOUNDATION DETAILS
TO EACH ADJACENT
USE (4) 10d & (2) 10d
J -BOLT W! MIN. 7"
FOR CONNECTION @BASE
• :
DIAGONAL, FASTEN
()
NAILS. UNDER
EMBEDMENT @ 32"
TO DIAGONAL W/ (2)
U)
'
SEE PLAN
---
WINDOW JAMBS ONLY
see PLANrM
�---
SHEATHING TO
O.C. & 3 FROM EACH
2x4 BOTTOM PLATE,
16d NAILS
W
0
,'
4
OVERLAP BOTTOM
PLATE 1 1/4" (MIN.)
END
a
IF SHEATHING IS NOT
CONNECT TO DOUBLE
LOW ROOF TRUSS SEE —
SEE ARCHS FOR
CONTINUOUS TO BASE
TOP PLATE W/ 16d
TRUSSES PER PLAN
FLOOR TRUSS PER
TRUSS PLAN FOR
FURRING AND
1x PT NAILER AS REQ'D
< °
PLATE, SP8 TOP AND
NAILS @ 6" O.C.
O.S.B. TO OVERLAP
PLAN
CONNECTIONS (IF
INTERIOR FINISH
111
°
a,
°
BOTTOM ARE REQ'D
BOTTOM PLATE 1 1/4"
WALL BRACING @ 48"
TRUSS IS CONT. BRIG
CONT. #5 IN TIE BEAM
°
(MIN.)
O.C. MAX. 45° FROM
--
MASONRY (SHOWN)
ON MASONRY USE
MASONRY (SHOWN)
MASONRY WALL PER
..
C.M.U. WALL PER PLAN
(2) 2x4 TOP PLATE
2x LEDGER TO UPPER
HORIZONTAL (+/- 100)
OR WOOD WALL PER
META16 @ 24 O.C. OR
OR WOOD WALL PER
PLAN
EXT. FINISH PER
FLOOR WALL W/
BRACE NOT REQUIRED
PLAN
ON WOOD USE HGA
PLAN
ARCHS
2BEARING WALL
x
1/4 X 3-1/2SIMPSON
" "
8 FROM EAVES. ,
LU
CLIPS @ 24" O.C.)
WITH ROOF LOAD
SDS SCREW @ 16" O.C.
_ a
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SECTION @ RAISED HEEL TRUSS fiVS1SECTION @ COMBO TRUSS fiVF0WALL SPLICE DETAILS fiF1 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL
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(2) 2x SYP #2 COLLIN
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SUFFICIENT ROOM
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FLANGE. ATTACH
LEDGER TO EA.
COLUMN w/ (4) 1/4" y
3-1/2" (8 TOTAL.)
SIMPSON SDS
SCREWS
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s
ti
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W o
OTHERS EXTERIOR SHEATHING
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LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOW 1I_0IP%I0 STRAPS ARE
2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
NOT USED
S
PLATE2L
EL OL
3/4"=1'-0"
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TOENAILS EACH SIDE
IF WALL SHEATHING IS
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PRE ENGINEERED
PLATE ATTACH PER
EXTERIOR SHEATHING
TRUSSES @ 24" O.C.
TRUSS PER PLAN
D —
—'
NAILING SCHEDULE
FROM TOP OF WALL
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MAX. PER PLAN
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12
@ 24 O.C. TO FLOOR
ROOF SHEATHING
ISIMPSON H2.5 EA.
I
ROOF SHEATHING
ATTACH PER NAILING
PLATE ATTACH PER
PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
ATTACHED PER
TRUSS
SCHEDULE
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
1
NAILING SCHEDULE
1
NAILS TO EACH STUD
2nd STORY WALL PER
FINISH
IPRE-ENGINEERED
ISIMPSONH2.5 EA.
ATTACH PER NAILING
I
PLAN.
SEE FLOOR FRAMING
PLAN FOR MORE INFO
TRUSS PER PLAN
SCHEDULE
1
TRUSS
2x8 #2 SYP SILL PLATE
TRUSS ANCHOR (SEE
`
• 2x6 #2 SYP CONT.
I
W/ Y2" EPDXY ANCHOR
PLAN)
D / - /2..
LEDGER W (2) Ya x3 1
STUDS SEE PLAN
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;
SEE PLAN FOR
XX
I
SDS WOOD SCREWS @
W/ MIN. 7" EMBEDMENT
ROOF SHEATHING
TRUSS DIRECTION
16" O.C. MAX. & 3"
6" FROM EACH END
ATTACHED PER
&MORE INFO
L---
---
FROM EA. END - USE&
"-
1
NAILING SCHEDULE
1
LCESS
(3) SCREWS FOR 24"
SIMPSON LUS26. USE
1
BELOW
1
LEDGER INTO
O.C.
LUS26-2 FOR 2PLY
ITRUSS. VERIFY W/
I
TRUSS
(2) 2x TOP PLATE
O.H.
TRUSS SHOP
1
1
PER ELEV.
LEDGER PER PLAN
DRAWINGS
— —
B
2x8 SYP #2 LEDGER W/
1
(2) 2x HEADER SEE
2x #2 SPF STUDS @ 16"
1
MIN. (4) 16d NAILS TO
MASONRY WALL PER
PLAN FOR MORE INFO
0•C. w/ EXT. SHEATHING
1
1
EACH STUD (AT EACH
PLAN
& CONNECTIONS
FROM TOP OF WALL TO
OPT. TRUSS
RECESS LEDGER
SIDE OF G.T. USE 4
O
TRUS
FOR
1
16d NAILS)
1
G RDEOR SOEE PLAN
2x SPF BASE
1
WINDOW ATTACHMENT
PLATE
INFO. IF WALL
1
WINDOW SEE PLAN
SHEATHING ISN'T CONT.
1
1
PRE-ENGINEERED
1
E
FOR LOCATION
D
LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOW 1I_0IP%I0 STRAPS ARE
2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
NOT USED
S
PLATE2L
EL OL
3/4"=1'-0"
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
GIRDER BELOW
SEE LD02/SD4 FOR
MORE INFO IF
EXTERIOR SHEATHING
ROOF LINE
TRUSSES ARE
FROM TOP OF WALL
(2) 2x HEADER
2x BASE PLATE W/ 12d
PARALLEL TO WALL
TO BOTTOM OF SILL
@ 24 O.C. TO FLOOR
ROOF SHEATHING
1
1
PLATE ATTACH PER
2x4 CONT. W/ (2) 12d
SYSTEM BELOW
ATTACHED PER
1
—
NAILING SCHEDULE
NAILS TO EACH STUD
1
NAILING SCHEDULE
1
ROOF SHEATHINGPLYWOOD`
2nd STORY WALL PER
FLOORING
ISIMPSONH2.5 EA.
ATTACH PER NAILING
I
PLAN.
SEE FLOOR FRAMING
PLAN FOR MORE INFO
1
SCHEDULE
1
TRUSS
`
PRE-ENGINEERED
i2x
STUDS SEE PLAN
TRUSS PER PLAN
S
;
SEE PLAN FOR
XX
TRUSS DIRECTION
1
&MORE INFO
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---
TO ALIGN W/ STUDS
1
1
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LUS26-2 FOR 2PLY FRAMING PLAN FOR
TRUSS. VERIFY W/ 16" O.C. MAX. & 3" PLAN FOR A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER 1— N
I
TRUSS DIRECTION AND D D TRUSS SHOP FROM EA. END -USE (3) I CONNECTION MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d � W
CONNECTION DETAIL W
DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER..
2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL
MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO B SEE CHART FOR REQUIRED JACKS / D IF 2ND FLOOR HEADER SITS OVER IST ARE EXTERIOR, PROVIDE EXT.
EA. TRUSS, 24" O.C. PLAN KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM
OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
UNDER 2ND STORY COLUMNS, PROVIDE
SOLID BLCOKING WITHIN FLOOR SYSTEM
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SCALE: AS INDICATED
c'..
DATE: 02/09/2016
#16-554
SD6
WMR ASSOCIATES, LLC An use duplication, or transfer of these documents without the expressed, written consent f
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING. &DESIGN, OF & SS S, y p p s t o MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited.
U.N.O.
(2) 2x HEADER
1
SEE FLOOR PLAN
1
1
1
1
FOR MORE INFO
1
1
1
1
1
1
1
i2x
STUDS SEE PLAN
;
STUDS ABOVE ARE
1
1
1
TO ALIGN W/ STUDS
1
1
1
1
BELOW
1
1
1
1
1
1
B
1
1
1
1
1
1
<1
1
1
1
1
1
1
1
2x SPF BASE
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PLATE
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1
1
PRE-ENGINEERED
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E
D
1
1
FLOOR SYSTEM
1
KNEEWALL OR BEAM
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1
PLATES U.N.O.
1
1
1
1
1
1
(2) 2x HEADER
1
1
1
SEE FLOOR PLAN
1
1
1
1
.
FOR MORE INFO
1
1
2x STUDS SEE PLAN
1
1
1
STUDS ABOVE ARE TO
B
1
ALIGN W/ STUDS BELOW
I
I
1
1
1
1
1
1
1
1
'
2x P.T. BASE PLATE
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TRUSS. VERIFY W/ 16" O.C. MAX. & 3" PLAN FOR A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER 1— N
I
TRUSS DIRECTION AND D D TRUSS SHOP FROM EA. END -USE (3) I CONNECTION MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d � W
CONNECTION DETAIL W
DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER..
2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL
MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO B SEE CHART FOR REQUIRED JACKS / D IF 2ND FLOOR HEADER SITS OVER IST ARE EXTERIOR, PROVIDE EXT.
EA. TRUSS, 24" O.C. PLAN KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM
OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
UNDER 2ND STORY COLUMNS, PROVIDE
SOLID BLCOKING WITHIN FLOOR SYSTEM
D04 LEDGER @ LOW ROOFF1 TYPICAL CONNECTION @ GIRDER OR BEAM 0"F�lk 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o
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O I— a F--
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-STRUCT: AML
QC CHECK: cc
0 JOB No. TM - 2151635
SCALE: AS INDICATED
c'..
DATE: 02/09/2016
#16-554
SD6
WMR ASSOCIATES, LLC An use duplication, or transfer of these documents without the expressed, written consent f
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING. &DESIGN, OF & SS S, y p p s t o MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited.
STANDARD (3) 2X12
MIN. (3) 2x SYP #2 STRINGERS W/
STUDS REQ'D @ END SIMPSON A34 CLIP TO W
OF LANDING W/ MIN. (6) FLOOR SYSTEM Q
16d NAILS FROM 0
LEDGER TO STUD
PACK
LINE UP 2xJOIST IN
LINE WITH MIDDLE
STANDARD (3) 2X12 2x12 STRINGER TO BE
STRINGERS W/ UTILIZED AS BLOCKING
SIMPSON A35 / A34
Z
CLIP TO FLOOR
SYSTEM & LANDING 2xJOISTS @ LANDING O
FRAMING
c� @ 16"O.C. W/ SIMPSON F -
A35 OR LUS26 HANGER W
z ON EACH SIDE
o ;,
00
W
6.. MIN.
d
r,
(2) 2x BEAM PER — 2xJOIST (P.T. IF
SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO L
W
ENID OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT _ 9 �
STRINGERS TO LEDGER w/ 3 16d
CONNECT TO. BEAM MID SPAN BLOCKING ( )
TO MATCH JOIST NAILS @ 16" O.C. MAX. LL
TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z
BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16"
BELOW O.C. MAX. FOR ifl '',..*� i••�y,���
A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) M 10"MIN. \, y: ••®,,Vee, w
�ti � z z°
�V%;
SEE SCHEDULE FOR MAX WIDTH OF LANDING , - � ,,ti
MIN. (3) 2x SYP #2 'fl �• J
3/4" PLYWOOD OR OSB 4 •e® }i,Ik Q p
STUDS REQ'D @ END •
OF LANDING W/ MIN. (6) ` e• 0
16d NAILS FROM SHEATHING OVER
SEE PLAN FOR DEPTH •� .
��• � �
LEDGER TO STUD LANDING ATTACHED
OF LANDING STAIR WINDER DETAIL
,�
""rlrml�aw',.
� ��P q�''. � �
PACK PER GENERAL FLOOR
CONSTRUCTION A
NOTES
�. MID SPAN BLOCKING - o
TO MATCH JOIST PLYWOOD SHEATHING '
DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T.. OVER LANDING
STANDARD(3) 3 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER 0 P
_ MASONRY WALL) GENERAL FLOOR P. N
SYP #2 STRINGERS W/ CONSTRUCTION a ca
SIMPSON A34 / A35 z NOTES
CLIP TO FLOOR % -
SYSTEM & LANDING
0 16" O.C.
z
FRAMING O_ MAX BEAM @ END OF O
LU
0 LANDING PER y= U
SCHEDULE, y=
wUj U
° a)
SEE PLAN FOR
MASONRY WALL OR 0'
WOOD WALL
■ Q
SIMPSON A35
B B CONNECTIONS
r MASONRY WALL OR
/ FRAME WALL BEYOND
(2) 2x BEAM PER 2x JOIST (P.T. IF
SCHEDULE REQ 'D @ 2x JOISTS PER ATTACHING TO
END OF LANDING FOR SCHEDULE LANDING MASONRY WALL CONT
�+�+pZ
STRINGERS TO 16"O.C. W// SIMPSON LEDGER w/ (3) 16d CROSS SECTION OF BEAM TO LEDGR
� DovCONNECT TO. BEAM @ P-B
A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX, Lu
DIRECTLY ON ❑ J O W co E
TO BEARD ON EACH SIDE TO EACH STUD. ((2) 1/4
BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 06 H Z co _jrn 0
BELOW O.C. MAX. FOR STRINGERS TO BE - (� Q O tY uj r
MASONRY WALL) Z 0 ~ 0 (D 0
A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING
�F-- a
J cpFZ�O v
SEE SCHEDULE FOR MAX WIDTH OF LANDING
W :D pp�
(3) 16d TOENAILS Q Z Qz j P H W o
\ T NOT USED
Q U) E
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
A35 @ EA. STRINGER
JOISTS
MAX WIDTH
AT LANDING
TO LANDING
(#2 SYP)
OF LANDING
SEE ARCHS. FOR MAX.
2x8
814"
12'4"
RISE OF STEPS AND
2x6
6'-0"
(1) 2x12
(1) 2x8
MIN. TREAD DEPTH
4'-0"
3/4" O.S.B. W/ 8d NAILS
(3) 2x12
2x8
@ 3" O.C. TOP AND
11'-0"
(2) 2x12
2x6
BOTTOM CHORD
(1)2x12
(1) 2x8
2x6
4'-0"
I -JOIST PER FRAMING
(3) 2x12
2x8
PLAN W/ SQUASH
100-0"
(2) 2x12
2x6
BLOCK OR
(1) 2x12
(1) 2x8
2x6
4'-0"
BEAM/FLOOR TRUSS
W
LLI
(3) 2x12
2x12
PER PLAN'
(2) 2x12
2x8
7'-0"
91.01,
(1) 2x12
(1) 2x8
2x6
PENDING LANDING
�
\40
(3) 2x12
HEIGHT AND PLAN
9'-0"
(2) 2x12
2x8
LAYOUT. HEADER
8'-0.1
(1) 2x12
(1) 2x8
2x6
WITHIN SUPPORT
to
(3) 2x12
WALL COULD BE
9'-0"
(2) 2x12
2x8
REQUIRED. SEE PLAN
T-0"
(1) 2x12
(1) 2x8
2x6
FOR REQUIRED
2x12 STRINGERS ONE
6'-0"
(2) 2x12
HEADER AND
ON EACH SIDE AND
ONE MID
(1) 2x12
(1) 2x8
2x6
SUPPORT
@ -SPAN
AlA
(2) 2x12
INFORMATION.
A34 @ EA. STRINGERTO
(1) 2x122x6
(1) 2x8
6,_0„
LANDING
H
HANDBHANDRAIL
NOTCH SILL PLATE
2x ATTACHED TO
I I
2x JOIST (P.T. IF
STRINGER
III
ATTACHING TO
I I I I
ALL
MASONRY WALL) CONT
I I I I
NOTCH SILL AND
LEDGER w/ (3) 16d
2x12 STRINGERS. ONE
I I I I
NAILS @ 16" O.C. MAX.
ON EACH SIDE AND
I I I I
TO EACH STUD. ((2) 1/4"
ONE @ MID -SPAN
I I I I
PLYWOOD FLOORING'
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
I I I
/
(2) 2X BEAM PER
MASONRY WALL)
A35 CONNECTION
I I I I
SCHEDULE @ END OF
LANDING FOR
STRINGERS TO
WOOD OR MASONRY
2X8 P.T. SPF #2 (MIN.)
CONNECT TO. BEAM
WALL SEE PLAN FOR
LET -IN FASTEN TO
TO BEAR DIRECTLYON
MORE INFO
SLAB USING MIN. (4)4'
BUILT UP COLUMN
2x JOIST PER
X 3" EVENLY SPACED
BELOW.
SCHEDULE
TAPCONS @ MIN. END
MIN. (3) 2x4 SPF #2
DISTANCE OF 1-1/2"
COLUMN
HEIGHT OF LANDING
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
(3) 2x12
2x8
814"
12'4"
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
8'-0"
11'-0"
(2) 2x12
2x6
6'-0"
(1)2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
V-0"
100-0"
(2) 2x12
2x6
6'-011
(1) 2x12
(1) 2x8
2x6
4'-0"
W
LLI
(3) 2x12
2x12
9'-0"
(2) 2x12
2x8
7'-0"
91.01,
(1) 2x12
(1) 2x8
2x6
5'-0"
�
(3) 2x12
2x8
9'-0"
(2) 2x12
2x8
7'-0"
8'-0.1
(1) 2x12
(1) 2x8
2x6
51 -Oil
to
(3) 2x12
2x12
9'-0"
(2) 2x12
2x8
T-01'
T-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
6'-0"
(2) 2x12
2x8
8'-0"
(1) 2x12
(1) 2x8
2x6
51-01,
{NOTCHED @ 2x6
5'-0" OR LESS
(2) 2x12
2x8
9'-0"
(1) 2x122x6
(1) 2x8
6,_0„
BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF ZSPACED/CENTERED IN TRUSS SEE PLAN
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE () • D � DATE: 02/09/2016
3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL
STOP GEN. STAIR AND LANDING FRAMING DETAILS (2> PLY BEAM TOGETHER USING (2> 12d NAILS Aro O.C.
rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. # 1 6 5 5 °4
UNDER BEAMS LESS THAN 2x12) ST1
`o r transfer of these documents without the expressed, written consent of M NTA
MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, o tans p d, n 0 CONSULTING. &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
COPYRIGHT
o
U
J
3: R
N J
ZOWNQ
U
3Y
z'"
OIL
SEE ARCH PLAN
_-
2x4 CONT. TOP PLATE
MAX. 4'-0" ABOVE FLOOR
__--_
ATTACH TOP PLATE TO
STUDS W/ (2) 16d TOE
W
LLI
2x4 #2 SPF STUDS
X X
NAILS
�
2x6 VERTICAL @ 6 -Q "
@ 24" O.C.
2x4 SILL PLATE W/ 2 O
�
2x4'#2 SPF STUDS @
to
O.C. MIN. AND @ ANY
10d NAILS @ 4" O.C.
24" O.C. W/ (2) 12d
OPENING W/IN
{NOTCHED @ 2x6
TOENAILS BOTTOM
H
HANDBHANDRAIL
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VERTICAL LOCATIONS).
o
ALL
FOR VERTICAL
NOTCH SILL AND
PLYWOOD FLOORING'
TO ALLOW VERTICAL
---
2x L -BRACE W/ 12d
2x6 VERTICAL AND
TO SLIDE DOWN TO
b
NAILS 4" O.C.
@
L -BRACE @ 6'4" O.C. &
@ ANY OPENING
FACE OF TRUSS
2x4 CONT. TOP PLATE
M
11
(ATTACH TOP PLATE
m
O
ATTACH 2x6 VERTICAL
TO STUDS W/ (2) 16d
Z
DOUBLE TRUSS PARALLEL TO FLOOR
TO TRUSS W/ (3) Y4" x 3" 31/2 "
SDS
TOE NAILS
SECTION X -X
N.T.S.
WOOD SCREWS
0
O
EQUALLY
O
SPACED/CENTERED IN
2x4 #2 SPF STUDS @
'Q
W
2x4 CONT. TOP PLATE
2x4 CONT. TOP PLATE
TRUSS TO OUTSIDE
24" O.C. EVERY OTHER
7X >
W
�
ATTACH TOP PLATE TO 3#"
ATTACH TOP PLATE TO
FACE OF TRUSS
STUD TO BE
� J
0
�
STUDS 2/ (2) 16d TOE '�`
STUDS W/ 2 16d TOE
O
31"
z
�
ATTACHED TO TRUSS
� W
0
NAILS
NAILS
'�``�`
BELOW (OTHERWISE
Tei
0
2x4 #2 SPF STUDS @
SEE ARCH PLAN
MAX. 4'- " V FLOOR
0 ABOVE F O
ATTACH W/ (2) 12d
Z
W
m
24" O.C. W/ (2) 12d
I
TOENAILS @ BOTTOM)
9
O
z
TOENAILS BOTTOM
2x4 #2 SPF STUDS @
X X
LU
J (/y
�
SLICE CUT PLYWOOD
��
24 O.C. W/ (2) 12d
NOTCH FLOOR
2x4 SILL PLATE W/ 2
O
W
W
FLOORING FOR STRAP
TOENAILS BOTTOM
SHEATHING TO
CO TOE NAIL EA.
ACCOMMODATE 2x
CONT. BRACE & 1 Od
0
2x4 SILL PLATE W/ 2
O
NAILS @ 4" O.C. TO
o
2x4 #2 SPF SILL PLATE
NOTCH SILL AND
__-�
10d NAILS @ 4 O.C. ��__
rill
FLOOR SHEATHING
CL
W/ (2) 10d NAILS @ 4"
PLYWOOD FLOORING
(NOTCHED @ 2x6 I
O.C.
TO ALLOW VERTICAL
VERTICAL LOCATIONS).
ATTACH 2x4 TO TRUSS
STRUCTURAL ENG:
BED /BAD
TO SLIDE DOWN TO
W/ (2) Ya''x3" SDS
>_
._.._._ ..
DRAFTING:
--
------ --
(2) SIMPSON LSTA24
FACE OF TRUSS
�
SCREWS EQUALLY
STRAP (1 EA. SIDE OF
SPACED & CENTERED
-STRUCT:
AML
STUD) EVERY 48" O.C.
ATTACH 2x6 VERTICAL
2x6 VERTICAL AND -
IN TRUSS
QC
CHECK:
--_-
CC
TO TRUSS W/ x
T U S (3) /4 3 "
L -BRACE @ 6'-0" O.C. &
_ .. _ - --
_
FLOOR BEAM CONDITION
FLOOR BEAM SEE
SDS WOODSCREWS
@ ANY OPENING
��tu.niti
JOB
---
No.
--- ... .........._
TM - 2151635
-- --
BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF ZSPACED/CENTERED IN TRUSS SEE PLAN
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE () • D � DATE: 02/09/2016
3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL
STOP GEN. STAIR AND LANDING FRAMING DETAILS (2> PLY BEAM TOGETHER USING (2> 12d NAILS Aro O.C.
rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. # 1 6 5 5 °4
UNDER BEAMS LESS THAN 2x12) ST1
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