HomeMy WebLinkAbout475, 479, 483, 487, 491, 495, 499 Merry Brook CirRevision ❑
Response to Comments ❑ OCT 016
tG-Z�3'7� 2%Sat 2�3q Z1yo
Permit # 2-141 21'12� y 43
Project A
Contact:
Ph: 407-257-6940
City of Sanford
Building W Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date
Email: daphneclarkinc@cfl.rr.com
Trades a ompassed in revision:
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Fax:
General description of revision:
6/UWW7 k"44-
ROUTING
INFORMATION
Approvals
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
0
Building
Fax:
General description of revision:
6/UWW7 k"44-
ROUTING
INFORMATION
Approvals
GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEA ST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR, MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. OR A PERIMITER TREATMENT
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xVV1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE JVITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O )
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm, IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STA,,NLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE `✓VITH ASTM A 153
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVE' S SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEED WITH COATING WEiGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL 'JVEIGHT GRADE N. TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476'J11iTH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N O VERITCALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BC, _70M OF WALL, REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25"'J I ::D
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINF )RCING BARS TO BO"JD
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE IUSED.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PRE`:iENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP ;S PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TG PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF 'HE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. -ER CODE AC! 318. LATEST EDITION 5 11.1
14. DURING CONCRETE POURS, GC TO ADEQUATELY 'JIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE aROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION (NDS)
2. ALL EXTERIOR WOOD STUD WALLS BEARING VV'AL._S SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS (I E. BL.O(._;�.ING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS. NOTCHES AND DRILLED HOLES O41 PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE :;.ND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY .A ROOF, EAVE :;R SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED JVOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDS D FOR DRY USE ON',-,,'
(MOISTURE CONTENT 19% OR LESS) U N O ALL VVA`=RPROOFING AND Fid E SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTR,4CTOR AND ARE TO E�_
DESIGNED AND DETAILED BY OTHERS
6. ANY WOOD FRAME INTERIOR BEARING WALL STU[,`: THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE S' JD PROTECTION SHE :DS ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES. ETC -ALL BE REPAIRED ''A', TH
SIMPSON HSS2 STUD SHOES, TYP U N 0
7. MANY OF THE PRESSURE TREATED WOODS USE ,EMICALS THAT APE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESP0rJ1__)i81LITY TO VERIFY T HE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION. FOR EXAMPLE. ACQ-C ACQ-D. CBA -A' -)P 'CIA -13 REQUIRE HC T -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS D6R SODIUM BORATE �SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH.. CONCRETE R
MASONRY IS TO BE PRESSURE TREATED
9. UNTREATED WOOD SHALL NOT BE Ilv DIRECT COP,. ,;CT WITH CONCRET:: OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BE r>PING LOCATIONS ,vrFHOUT
WOODEN TOP PLATES.
10.SEE PLAN FOR STUD PACK AND BEAM NAILING P�L TERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMuP✓' DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O E = 1,500.000 Ibhn" Ur'; 0
Fb = 2500
Ft = 1500
Fc 11= 3000
Fc 1= 900
Fv = 285
Fb = 3000
Ft = 1700
Fc 11= 3000
Fc 1 = 900
Fv = 285
Fb = 2200
Ft = 1500
Fc 2100
Fc 450
Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR AG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE vv'HEN
LIVING SPACE IS ABOVE THE GARAGE.
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO , HE UNDERSIDE OF THE ROOF
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PA�JEL EDGES ARE TO BE BLOCKED
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END THE OSB IS TO BE NAILED W/
8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O C. IN FIELD.
UNDER STAIR PROTECTION
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SFiALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1,2 -INCH
(12.7MM) GYPSUM BOARD.
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD.
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
12d TOENAILS EACH END.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 154" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-133).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURAL STEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
%s' UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
S3.0
WIND PRESSURE & SUCTION
EFFECTIVE
DOWEL PLACEMENT PLAN
S4.0
(PSF)
WIND
FIRST FLOOR FRAMING PLAN
S4.2
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
ROOF FRAMING PLAN
S4.4
- VALUE DENOTES SUCTION
AREA
4O
O5
LINTEL PLAN
(+) 21.2
(+) 21.2
10
(-) 22.9
(-) 28.3
GENERAL DETAILS
(+) 20.2
(+) 20.2
20
(-) 22.0
(-) 26.4
TWO STORY DETAILS
(+) 19.0
(+) 19.0
50
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
DATE
(-) 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
7/7/2014
(+) 18.4
+
10/15/21014
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 aI
5 5
Loa
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
INDEX OF DRAWINGS
SHEET
i
SHEET TITLE
i
S1
I
STRUCTURAL NOTES i
S2.0
FOUNDATION PLAN
S2.1
FOUNDATION PLAN ' i
S3.0
DOWEL PLACEMENT PLAN
S3.1
DOWEL PLACEMENT PLAN
S4.0
FIRST FLOOR FRAMING PLAN
S4.1
FIRST FLOOR FRAMING PLAN
S4.2
NOTES & CONNECTOR LEGEND
S4.3
ROOF FRAMING PLAN
S4.4
ROOF FRAMING PLAN
S5.0
LINTEL PLAN
S5.1
LINTEL PLAN
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
SD5
TWO STORY DETAILS
SD6
TWO STORY DETAILS
SD7
PARTY WALL DETAILS
SD8
PARTY WALL DETAILS
ST1
STAIR DETAILS
UPDATES
NUMBER
DATE
DESCRIPTION
1
6/23/2014
CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH
TRADITIONAL ELEVATION
2
7/7/2014
CREATED 7 -UNIT AND 5 -UNIT BLDGS WITH
TRADITIONAL ELEVATION
3
10/15/21014
UPDATED BIRCH UNIT
RECORD COPY
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
W
J Q
�
in
N
O
7q
-
z
�Z
�O
Z
LSO
00>
U w
W
Z W
o
Z
J
C
m
0
J
o
O
U
O--
-
-
-
-
-
LL
>
= W
T
NS1'
SD5
@ 24"
O.C.
SD4
VS 13
SD5,
(I
SD5
2
1
■
■ IN
Elk SD3
■
■
0
t1
®
SD8 11
�O
W02
SD7
SD5
I2I
CO3
F13
wrvv
Z
F14
SD3
)
kl
—
F02
J
I
BW1
' I
W
U*)
v
W-$Iz
��i
(A
U)
WN
C
IQ—ZrN
IW
F13
1.
A� q
■. I
_
LL
17)
o
0EgZFAlg
a'<yP-j CJ E
F41
Y
r"1RFD2T
QQ
y
I
tl
I
,
W
A
F13
■
Z_
F03
v
3.5X 16
J
W
A U-
n
F16
F05
BW1
W02
SD7
F06
Z
1�
HGT. W/ ARCHITECTURAL
OCID�
F06
r
r
1
PLAN U.N.O. OR LINTEL
w
F4
I
N III
s;
-
_
> �O
i F07'
O
r
1
F08
SD3
F08 - ---
Im
RF01
191 5 K R
WAR
WF15 WF15
SD6 SD6 oi.'
o
� O O O O CO O
MD03
CD
LL—
U- 11- LL U- J SD2
WS13 PWO
SD5 SD8
0
Q
In
Z
)
)
H
J
I
' I
W
U*)
v
W-$Iz
��i
(A
U)
WN
C
IQ—ZrN
IW
U g j a!
1.
I—
■. I
_
LL
17)
o
0EgZFAlg
a'<yP-j CJ E
1U)
Y
r"1RFD2T
QQ
y
I
tl
I
,
W
1:
■'�
■
Z_
)ALL
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
J
W
F—
®
B
O
w
zo
H
Z
1�
HGT. W/ ARCHITECTURAL
OCID�
r
1
PLAN U.N.O. OR LINTEL
w
W
(WF 15) LD04
j SD6 SD6
8
—_ RF03 - oo WF06 0.
SD3 0 c' 0 0
`t
F19 0
WF15
SD6
F2G
I WS11
Flo SD5
C04
"'IS 10
SD5
SD7
F17
1
RF03 WF06 C05
F19SD3 o a o o III SD6
III
WF15 PW11 LD02� III WS13 • i ,I •
Flo SD6 SD8 SD4 SD5 Ill
WS11 III 82x12 111:132x`12
F20 _ SD5 III B2x12 III WS13 PWO
L SD5 SD8 1
C04
W09 SIM 1
SD8 WS10 Q
BF04 Q
SIM SD5 SD7
SIM- NO FLOOR
SYSTEM
1
I
WALL LEGEND
Z
)
)
H
J
0
j
W
U*)
v
W-$Iz
��i
(A
U)
WN
C
IQ—ZrN
IW
U g j a!
N
I—
W
_
LL
17)
o
0EgZFAlg
a'<yP-j CJ E
1U)
0
QQ
j0U jCL
-'
W
O
J
Z_
)ALL
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
J
W
F—
U
w
zo
H
Z
1�
HGT. W/ ARCHITECTURAL
OCID�
1
PLAN U.N.O. OR LINTEL
w
W
--
- -
WF06
_-__
> �O
0
O
°°
1
�r
SD3
Im
L 004PW03
0
LDO4
r
i w
O
N_
Z
SD6
SD7
SD6
2
O
0 H
H
-
RF02
z
CO3
00
PWO
STRUCTURAL ENG: BED
PWO
MD03
SD8
MD03
EA
SD8
cc
SD2
SD2
1
JOB No.
TM -2 52369
SCALE:
o��
1
PW01
07/23/2016
o
SD7
>
1
W
1
F17
1
RF03 WF06 C05
F19SD3 o a o o III SD6
III
WF15 PW11 LD02� III WS13 • i ,I •
Flo SD6 SD8 SD4 SD5 Ill
WS11 III 82x12 111:132x`12
F20 _ SD5 III B2x12 III WS13 PWO
L SD5 SD8 1
C04
W09 SIM 1
SD8 WS10 Q
BF04 Q
SIM SD5 SD7
SIM- NO FLOOR
SYSTEM
1
I
WALL LEGEND
Z
)
)
H
J
0
j
W
U*)
v
W-$Iz
��i
(A
WN
C
IQ—ZrN
CD
U g j a!
N
I—
NNPjZ^
_
LL
17)
o
0EgZFAlg
a'<yP-j CJ E
0
QQ
j0U jCL
-'
O
O
J
)ALL
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
Z
W
F—
BEARING WALLS VERIFY
w
zo
Z
O
HGT. W/ ARCHITECTURAL
OCID�
PLAN U.N.O. OR LINTEL
w
W
--
- -
--
_-__
> �O
0
O
°°
1
�r
Im
;F- 0ZM
0
r
i w
O
N_
Z
O
O
0 H
H
F_
z
00
STRUCTURAL ENG: BED
- DRAFTING:
Z
-STRUCT:
EA
QC CHECK:
cc
11.0
O
JOB No.
TM -2 52369
SCALE:
o��
AS INDICATED
DATE:
07/23/2016
o
U
>
W
Z
p
Z
J
C
M
J
o
O
�
U
J
=
W
LL
O
O
17) Z
N
O
``��111111111///�� 0)
� i�m w 0)
00
• �-- u i
_
v �`:� j = z°
—
w
• * f- •Z�
o a p J
�• �• Uj o
6'�'•••.....•• F .� a
LL
CINC
Sesr4FOF<®
G�
FIRST F FRAMING P
1/4"=1'-0"
NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
F— 111111
C0
w
J
(L V
O
O
C)
Z n �Ve M
N
cli U d'3J o
H O Z
Q U o O
= Q M
v z
LL 0
Z O
r n, 595` U
O z ��yocs
o °�
of W
IL Q
)
)
Z
)
)
H
J
0
j
W
W
v
W-$Iz
��i
(A
WN
C
IQ—ZrN
CD
U g j a!
Q
I—
NNPjZ^
_
LL
17)
o
0EgZFAlg
a'<yP-j CJ E
0
U
a�
j0U jCL
-'
O
0
J
)ALL
O
W
F—
)
)
)
)
H
~
�
o
W
O
Z
Z
O
OCID�
W
> �O
0
O
°°
1
Im
;F- 0ZM
r
i w
O
H
_
O
0 H
H
STRUCTURAL ENG: BED
- DRAFTING:
-STRUCT:
EA
QC CHECK:
cc
JOB No.
TM -2 52369
SCALE:
AS INDICATED
DATE:
07/23/2016
S4.0
- - - - O U
111 1IMIEl 13
Co 19 EJ U) LLI
PW03 r N N LD02 - ®'
CO W
PW03 � N SD7 C � SD4 z
o Z
SD7
m �
LD04 WF15 SSM LDC4 WF15 SIM J
SD6 2 SD6 SD6 La SD6 B 1 O
--
LL >
El 15 of If IN
' t — RF02 CO3 LLJ RF02 F01 r
a CO3
MD03 N MD03 N WS03
��,1111111111
SD5
�d SD2 SD2 go, o
F13 F13
.• . ._
Z Lij
p p;ZJ J Z
� u/ W ph i Q C) =
PW01 PW02 PW02
�" 0: Z = U
SD7 SD7 130 a
o -
SD7 B B •� ��� w Q
I
u 6, ••. 5 °
WF06 i�� ••* �•�O ���\ Q O
F14 F14 S i
F02 WS 11
Bw1 BW1 SD5 cn
W
F13 A F13 q _ O
U- � F41 • O MQf�b ch
z ^
A F 13 A F 13 A @ 24" Q H_ a JrYr�� N
clS U 3j o
IF
- 3.5X16 v F03 O.C. W
F16 F 16 A 1-- O z O
Jd,
U c
_ F05 El - _ -a °
PW02 BW1 U 2
=' SD7 p c
F06 WS540 cn U z ��otis
z
- S D 0
0' QF06 13 j
- - 13 0
M
__ -- d Q W
o WS 13 Ili
= SD5 �
- I F07 WF06 �
z
SD3 • Q
0s U) J z
------- F08 A � U _
ILL
Lij
F09 O v I) N M
7 �LI
Z
f. r •N^
—� -- O Q Z y
F17 F11 ! Q C :�
G _ a
- F09 U Z NF�_�
- 2 OJ J Q�Pj
_ ZLL
g++
s r z O a.U)k W E
r PW01 PW01 U U1 a
SDI SD7 W O H r-
z � Z 0 �
WS11 0 O O
3 C7—SD5 LL
PW02 WS03 Q W
SD7 SD5 z W
- _
- w Cn
r
F02
MD03 MD03CIL
LD04 _ WF15 ,_D04 VVF
SD2 SD2
SD6 SD6 SD6 SD B z H
8 Z
s 8 0O
-- RF03 _ 9 G11—-- RF03 R 5 19 -i I`
C05 ao C05 °p Z W
WH U- `N 06 -
o 0 o SD3 o o 0 o SL?3 W
LD02 -, F19 I F19 O
_ = 11
SD4 WF15 i WF15
Z
�■ z
SD6 i � SD6 z
F20 I F20 B 7 RF01 1 O 0
WS 11 ESD�)
SD5 Flo I F20 WF15 WF15 ~ W
®®' SD6 SD6
o p 1
C04 00
C04 w 2 W r
PW09 0
MD 03 N N o o U- 0 0 0 o N N '
C7 � m
^WS1 U) OzMWS10SD2 0 0 0- - - E L 0 0 o 04
SD5 SIM SD5 W08 WS13 W
SD8 SD5 U) W >- O H —
w � Q=O
O H F J
STRUCTURAL ENG: BED
�J�LDING
Q DRAFTING:
H
w-STRUCT: EA
QC CHECK: CC
JOB No. TM - 2152369
FIRST FLOOR FRAMING PLAN--
SCALE: AS INDICATED
~ DATE: 07/23/2016
1/411=11-011
NOTE. SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND
S4.1
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
WALL LEGEND
w
�
Ir -
LU
0
(n
= 9'-4" T.O.M. = INTERIOR/EXTERIOR
Q
W
BEARING WALLS VERIFY
W
z
HGT. W/ ARCHITECTURAL
U)
PLAN U.N.O. OR LINTEL
W-
-
C)
N
M D03O
F-
Z
SD2 WS10
o
Q
SD5
t
ZO
a
M C01
p
- - - - O U
111 1IMIEl 13
Co 19 EJ U) LLI
PW03 r N N LD02 - ®'
CO W
PW03 � N SD7 C � SD4 z
o Z
SD7
m �
LD04 WF15 SSM LDC4 WF15 SIM J
SD6 2 SD6 SD6 La SD6 B 1 O
--
LL >
El 15 of If IN
' t — RF02 CO3 LLJ RF02 F01 r
a CO3
MD03 N MD03 N WS03
��,1111111111
SD5
�d SD2 SD2 go, o
F13 F13
.• . ._
Z Lij
p p;ZJ J Z
� u/ W ph i Q C) =
PW01 PW02 PW02
�" 0: Z = U
SD7 SD7 130 a
o -
SD7 B B •� ��� w Q
I
u 6, ••. 5 °
WF06 i�� ••* �•�O ���\ Q O
F14 F14 S i
F02 WS 11
Bw1 BW1 SD5 cn
W
F13 A F13 q _ O
U- � F41 • O MQf�b ch
z ^
A F 13 A F 13 A @ 24" Q H_ a JrYr�� N
clS U 3j o
IF
- 3.5X16 v F03 O.C. W
F16 F 16 A 1-- O z O
Jd,
U c
_ F05 El - _ -a °
PW02 BW1 U 2
=' SD7 p c
F06 WS540 cn U z ��otis
z
- S D 0
0' QF06 13 j
- - 13 0
M
__ -- d Q W
o WS 13 Ili
= SD5 �
- I F07 WF06 �
z
SD3 • Q
0s U) J z
------- F08 A � U _
ILL
Lij
F09 O v I) N M
7 �LI
Z
f. r •N^
—� -- O Q Z y
F17 F11 ! Q C :�
G _ a
- F09 U Z NF�_�
- 2 OJ J Q�Pj
_ ZLL
g++
s r z O a.U)k W E
r PW01 PW01 U U1 a
SDI SD7 W O H r-
z � Z 0 �
WS11 0 O O
3 C7—SD5 LL
PW02 WS03 Q W
SD7 SD5 z W
- _
- w Cn
r
F02
MD03 MD03CIL
LD04 _ WF15 ,_D04 VVF
SD2 SD2
SD6 SD6 SD6 SD B z H
8 Z
s 8 0O
-- RF03 _ 9 G11—-- RF03 R 5 19 -i I`
C05 ao C05 °p Z W
WH U- `N 06 -
o 0 o SD3 o o 0 o SL?3 W
LD02 -, F19 I F19 O
_ = 11
SD4 WF15 i WF15
Z
�■ z
SD6 i � SD6 z
F20 I F20 B 7 RF01 1 O 0
WS 11 ESD�)
SD5 Flo I F20 WF15 WF15 ~ W
®®' SD6 SD6
o p 1
C04 00
C04 w 2 W r
PW09 0
MD 03 N N o o U- 0 0 0 o N N '
C7 � m
^WS1 U) OzMWS10SD2 0 0 0- - - E L 0 0 o 04
SD5 SIM SD5 W08 WS13 W
SD8 SD5 U) W >- O H —
w � Q=O
O H F J
STRUCTURAL ENG: BED
�J�LDING
Q DRAFTING:
H
w-STRUCT: EA
QC CHECK: CC
JOB No. TM - 2152369
FIRST FLOOR FRAMING PLAN--
SCALE: AS INDICATED
~ DATE: 07/23/2016
1/411=11-011
NOTE. SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND
S4.1
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
.�. .. v. � v� .moi., , ,,,vv � v �..�� Zvi •���v vvl 111 Vy IY�IVV v V V.V. MY 1..V VL /-"�IYV IIY 1 ILLV
ROOF FRAMING PLAN
1/4"=11-011
NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND
ULTIMATE WIND SPEED:
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW'
OPENING SITTING ON MASONRY- WS06/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
SHEATHING IS NOT CONTINUOUS)
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.
WALL LEGEND
= 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL
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 #142
16" O.C. MAX
16" O.C. MAX
9'-0"
2x4 SPF #142
16" O.C. MAX
16" O.C. MAX
9141
2x4 SPF #142
16" O.C. MAX
16" O.C. MAX
10'-011
2x4 SPF #142
16" O.C. MAX
12" O.C. MAX
EXTERIOR FRAME WALL NOTES
1.
2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
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 #142 @ 1611 O.C. U.N.O. ON FRAMING PLANS
4.
SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY.
5.
IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO
FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.
ULTIMATE WIND SPEED:
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
M I
WI
W
0 1
Z_
J
2
U
H
�1
1
IN (3) 2x4 STUD UNDER FULL -
LENGTH HEADER W/ (2)
SIMPSON A35 CLIP T&B
1
1 W/STRAPS
S06 WF11
SD5 SD4
A 5
co
M
1
1
1
1
I
071=17=
T2x8
WSO4
SD5
SIM USE21
@ BASE
I
I
I
SD7
EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD
MIN (3) 2x4 STUD UNDER FULL
LENGTH HEADER W/ (2)
SIMPSON A35 CLIP T&B
W/ STRAPS
d1J
-
Q
M
5
o
M
MIN (3) 2x4 STUD UNDER FULL -- -
21 B
,n
LENGTH HEADER W/ (2)
o
N
SIMPSON A35 CLIP T&B
PW11
SD8
=
W/STRAPS
W/STRAPS
W/ STRAP 12
0 0 0
WS06 SD18
WS06 WF11
WS06
--
SD5
SD5 SD4
SD5 13
O
5 A
H2'8H2
x8
I L
14 1
WSO4
,. _ H2x8
WSO4
WS03
SD5
SD5
SU
SIM USE 21
SIM USE 21
@ BASE
@ BASE
d1J
_..
—
M
Q
M
Q
M
o
M
0
co
0
M
N
W010
I
SD7
SIM
WS05
SD5
H2x10
�AE 16 5 H
SO4
SD5 1
SIM USE 21
@ BASE
R34
R35
R36
H2x8_
co N_ Q Q Q Q
N CI 0
N co M M M M �M M M
DW04
SD7
3W11
SD8
SIM
GE01
SD3
IN
SD5
SIM
WS05
A 5 SD5
H 5 13
H2x10
A 5 16 5 H
WSO4
SD5 Q
R34
R35
R36
00
N C14— ----
iii■■��=
W010
11►
B
GE01
SD3
EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD
R'12
Mimi
W/STRAPS
WS06
SD5
LO
0
/7'
J09 J10
�0
Ro6
R07
R08
III
w
R09 III =
R10
R11
J05
21
SD5
NF1 1
SD4
ti 00 � '
> > > NI
21
R18
GE01
SD3
R54
NS05 R55
E5 H2x8_
R56
GE01
SD3
N
O
>
914 KB
R23
R24
R25 I I I
„ Ix
X
N
1 III =
NS05
SD5
J05
SD5
SD5
ROOF FRAMING P
1/4"=1 I -Off
NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND
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 transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
STANDARD 2ND FLOOR FRAMING CD
NOTES:J W LO
QQ,
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z O
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. W
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR LU- - - - -
TO FOLLOW THE DETAILS INDICATED BELOW" ,
OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N
SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z
SHEATHING IS NOT CONTINUOUS) O
LU
� � Z
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. L O
0 >
(DW If
WALL LEGEND o z
c
m J
= 9'-4 T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
U
HGT. W/ ARCHITECTURAL O -
PLAN U.N.O. OR LINTEL U_ ;
W W
U_
EXTERIOR FRAME WALL z
SCHEDULE•••'�'- �- a00
(TAYLOR MORRISON) �� 0)6•:2 V Y o
WALLS WITH PLASTER OR STUCCO FINISHES ;W �°u °-�s Q = = Z
SPACING SPACING 0 o ¢ 0: Z. Q U
WALL HEIGHT STUD & SPECIESz �• O
INTERIOR ZONE END ZONE �C:
8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX A•'•••.. Q
9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX = ���111111 �W O
� m
9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX
W
10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX a1
EXTERIOR FRAME WALL NOTES v �.•/ o
Z O �Ojtb ce)
1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED M U Ory3J o
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING. WO Z
2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS CLMM
O
& NAILING PATTERN. = W o
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE U Z
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF w
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 9
tiS1�' U
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR Z ¢ G
REVIEW OF EXTERIOR STUDS O
3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE O O� 0
MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. a M
5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO
FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. IXW
0
H
U
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
H
m 7 L
O Q
Q
U) J c5 �^gt
n
Z �n oZj Zwena�
O N
V Q
o d -�
Qz Z 0m
O J NA�z
o
_ U) � g
_ Z a<U)19ej0 at E
W Q j �-
z J LL O
o� O �
U O
<W
z = _
0
W 05
U)
O
a
O H
z Z
O
JLj0
w
3: 2 >--
W _ �I
Z
z
Z
I_ZO
U) Q
~ V) W
O 0 1
o Cp O °°
W c r
m
W �- 0 ZV)
co r
W >- O H-
W -5 Q=O
of O F— I— J
QJ\�OING j IZ
o' ti STRUCTURAL ENG: BED
Q DRAFTING:
QEPAR� H
Z-STRUCT: EA
W
m
QC CHECK: CC
W
JOB No. TM - 2152369
2 SCALE: AS INDICATED
H DATE: 07/23/2016
54.4