HomeMy WebLinkAbout146 Venetian Bay Cir 04-594 New SFHPERMIT ADDRESS
CONTRACTOR
Mornson Homes
ADDRESS_ 15.1 Southhall Ln #200
Maitland, FL 32751
407-257-6940
_.'CRC 041929`-
PHONE NUMBER
PROPERTY nlxn.fT7v
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVIS
ION- V MA�%'tu*,
PERMIT # log DATE
PERMIT DESCRIPTION
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PERMIT VALUATION ��
SQUARE FOOTAGE
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GENERAL NOTES
DESIGN REQUIREMENTS
I. DESIGN LIVE LOADS(MINIMUM):
F; A) FLOORS - 40 PSF
B) DECKS - 40 PSF
C) STAIRS - 40 PSF
D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 1(o PSF
E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
(PER FBC CHAPTER 16 SECTION 1606,1.1, REF, ASCE 1-98 CHAPTER (o)
1, BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 1-96, TABLE 6-1, PG.55)
BUILDING CATEGORY = E (ASCE 1-98, TABLE 1-1, P5.4)
3. WIND EXPOSURE(ALL SIDES) =B (ASCE 1-98, SECTION 65.6, PG.28)
4, INTERNAL PRESSURE COEFFICIENTS(ASCE 1-98, TABLE 6-1, PG.62)
ENCLOSED BUILDINGS = ±0.18
PARTIALLY ENCLOSED BUILDINGS = O.55
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBERS) FALLS UNDER
ASCE 1-98 DEFINITIONS CLASSIFYING AS SUCH)
5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL
BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES:
FOR WALL LOCATIONS: -35 PSF, +26 PSF
FOR ROOF LOCATIONS. -45 PSF, 414 PSF
(ACSE 1-98, TABLE 6-3A, PG.51)
I=OUNDATIONS
I. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS
AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
BY ASTM- 1551 (MODIFIED PROCTOR)
2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY
TAPE SEAMS
3 FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL
BEARING OF 2000 PSF
Modklam/l 1979
YOIRKS- fHRE
BEDROOM V,.,,.ERSION
CAST IN PLACE CONCRETE
I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4"
PLUS OR MINUS I", 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
6x6xWI.4xWIA 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 WITH
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301.
5, HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS
(EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH
MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL
BE 48 BAR DIAMETERS.
BOLTS AND THREADED RODS
I. ALL BOLTS 8 THREADED RODS TO BE ASTM A301 OR BETTER(U.N.O.)
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (P'm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM
C210.
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN I"
VB 49
MASONRY WALL CONSTRUCTION (CONT.)
4. COARSE GROUT SHALL CONFORM TO ASTM C416 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI,
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT,
6, VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 8'-0" U.N.O. REINFORCEMENT SHALL BE
PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
UNLESS OTHERWISE NOTED.
1. REINFORCING STEEL SHALL BE LAPPED MINIMUM 30"
UNLESS NOTED OT14ERW15E ON THE DRAWINGS.
8. HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE 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 USED,
WOOD CONSTRUCTION
I. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS.
(I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT. NO, 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES.
3, TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SOUTHERN YELLOW PINE NO, 2 OR EQUIV.
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CITY OF S'
RED-R-Aw REVISIONS TO MASTER -7
FRENCH DOORS im FAMILY ROOM 12/12/03
REVISIONS
TO MASTER
REVISIONS
TO MASTER
REVISIONS
TO MASTER
REVISIONS
TO MASTER
REVISIONS
TO MASTER
REVISIONS
TO MASTER
VISIONS
M
TO MASTER
PRE-1=A5RICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALL$ OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS,
2, TRUSSES SHALL BE DESIGNED BY MUFRS 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 OTPERW15E BY TRUSS
ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
4. "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION. 1
°w3
5, TRUSS MEMBERS AND CONNECTIONS SHALL BE
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND
THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD
LOAD.
6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
PLANS.
1. 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 : LL = 20 PSF
DL = 10 PSF(SHINGLE TYPE ROOF COVER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD : DL = 10 PSF
WIND LOAD : SEE DESIGN REQUIREMENTS
(TRUSS MNF. MAY TAKE REDUCTION FOR (o:12 SLOPES OR GREATER)
PRE-FAIBRIGATED WOOD TRUSSES (GONT.)
8. 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.
9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
1. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE
OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW
MANUFACTURE'S INSTRUCTIONS, ASSURE THAT ALL DUST AND DEBRIS
FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL
WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP
OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND),
2. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS
OF EQUAL OR GREATER UPLIFT a LATERAL RESISTANCE VALUES IN FIELD
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED.
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)05 VERT. IN GONG. FILLED
CELL EA, SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTG.)
4. ''2X12'5 MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
5, RIM BOARDS MAY BE USED FOR RISERS d TREADS ILO 2xl2'5
6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
BEARING WALLS
1. MISSED META-16 LINTEL STRAPS FOR MASONRY
CONSTRUCTION MAY BE REPLACED w/ SIMPSON MT51 116
TWIST STRAP(S) w/ (1) 10d Q TRUSS d (4) 114 x 2 114 TAPCONS
v CMU EACH, USE (1) FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)
FOR UPLIFTS OF 841 LBS. TO 1680 LBS, OTHERS ON CASE
BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD.
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COVER SHEET
GENERAL NOTES
project no. 3031056
date: 12/31/2003
scale: NONE
checked: KAH
drawn: KAH
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WIDTH
HEIGHT
THICKNE55
COMMENTS
TYPE
LIGHTS
GLA55
HD. HGT,
BUCK DIMENSIONS
6'-8"
1 3/4"
3068 MTL DOOR W1 (2) 12" SL
A
C-25
SEE ELEY
CLEAR
SEE ELEV,
31 3/4"X63"
2
16'-0"
1'-0"
------
OVERHEAD GARAGE DOOR
B
C-1/2-35
SEE ELEV,
CLEAR
51-011
21 1/4"X63"
3
2'-8"
6'-8"
1 3/4"
EXTERIOR W/ 12" S.L,
C
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SEE ELEV
OBSC/TE
8'-O"
49"X49"
4
2'-8"
6'-8"
------
H.C. INTERIOR
D
C-35
SEE ELEY
CLEAR
8'-0"
54"X63"
6'-8"
13/4"
N.C. INTERIOR
E
(2)C-25
SEE ELEV,
CLEAR
SEE ELEV.
/
W/ HALF RND5
6
2'-0"
6'-8"
1 1/2"
P.C. INTERIOR
1 1/2"
BI-FOLD - 6 PANEL
1 1/2"
BI-FOLD - 6 PANEL
9
(2) 2'-6"
6'-8"
1 1/2"
BI-FOLD - 6 PANEL
10
8'-D"
8'-0"
I" NOM,
SLIDING GLASS DOOR
11
(2) 4'-0"
6'-8"
1 3/4"
FRENCH DOOR
C- N C
RANOTE6
SHOWER ENCLOSURE
1, ALL EXTERIOR WALL SHALL A55UMED TO
BE LOAD BEARING. SEE FLOOR PLAN
AND FOUNDATION PLAN FOR CM.U,
10"
11 TILE
I/z" TYPE "x„
GYPSUM BOARD
WALL REINFORCEMENT LOCATIONS.
2, WINDOW AND DOOR SUPPLIERS SHALL
CURRENT ROUGH OPENING INFORMATION
WHICH SHALL HAVE PRECEDENCE OVER
TUB
SHOWER
THE WINDOW AND DOOR SHEDULES ON
PLANS,
3, CABINET MANUFACTURER SHOP DRAWINGS
SHALL HAVE PRECEDENCE OVER THE
INTERIOR CABINET ELEVATIONS SHOWN ON PLANS.
4, DO NOT SCALE PLANS. DIMENSIONS ARE
TO BE FOLLOWED AS NOTED,
ALL GLA55 LOCATED IN HAZARDOUS
5• LOCATIONS SHALL COMPLY WITH
2 11 LEDGE
INSHOWER
SECTION 2405.2.1 OF THE FLORIDA
BUILDING CODE 2001 EDITION,
(o, ALL GARAGE/OVER HEAD DOORS SHALL BE
LISTED AND TESTED FOR 30 SECONDS AT DESIGN
PR55URE(4/-) TO INCLUDE A 10 SECOND GUST AT 1.5
4RE/4 T45ULATION
TIMES THE DESIGN PRESSURE.
�. MOISTURE BARRIER. ALL EXTERIOR WALLS TO HAVE
APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15
LIVING UNDER A/G
ISIS SQ. FT.
FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.),
GARAGE
451 SQ. FT,
OR PAPER BACKED MTL LATH FOR STUCCO,
APPLY WITH A MINIMUM OF 6" VERTICAL LAP
COVERED ENTRY
32 5a FT
(UPPER LEVER OVER LOWER LEVEU AT
COVERED FORGN
107 SQ. FT,
VERTICAL JOINTS, FASTEN PER MAN, SPECS,
TOTAL SQUARE FEET 2 56 S SQ, FT,
LEGENr:).
INDICATES 6x6x16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 12'-0" TOP OF CMU r
LINEEAR I A U L A T I ON
INDICATES 8x8x16 (NOM.) CJ'1,U. (EXTERIOR
LOAD BEARING ). 10'-0" TOP OF CMU
MAIN HOUSE
215' -0" LINEAR FT
OF 9'-4" f3LOCK
INDICATES SxSxlb (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ), V-4" TOP OF CMU
INDICATES Sx8x16 (NOM.) C.M.U. (EXTERIOR
PATIO
22'-4" LINEAR FT
LOAD BEARING ), V-0" TOP OF CMU
OF 13'-41' BLOCK
INDICATES WALLS TO BE UTILIZED FOR TRU55
BEARING 2x4 WOOD STUDS m 16" O.C. UXO, r---�
TOTAL
240'-4" LINEAR FT
OF 13'-4" BLOCK
INDICATES Sx&xl(o (NOM,) C.M.U. (EXTERIOR
INgir5 Z�I§A1;�1WT:J4@'24 0#&1AXoF- CMU
(NON LOAD BEARING INTERIOR PARTITIONS
ONLY,) (U.N.O.)
INDICATES FILLED CELL WITH (U VERTICAL
S GROUTED SOLID, (U,N,O,) BAR TO BE CONT. a
BOND COURSE TO FOOTING, REFER TO
COVER 5HEET FOR SPLICE AND BEND REQ.
DENOTES OPENING SURFACE WINDOW TYPE
AREA AND DESIGN PRESSURES �+±PS"
(P5F) TYP. -PSF
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FLOOR PLAN
GENERAL NOTES
project no.3031056
date: 12/31/2003
scale: AS NOTED
checked: KAH
drawn: KM
--- ___ _IL _ -- _--- - _-
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BARRIER W/ R-3 INSUL, TEXT, FINISH ON -1/16" l' -
BETWEEN 3/4" P.T. VERTICAL 12 R-30 INSULATION I�
FURRING a OR 15/32" O,S,B. 24" O.C. BRGEXTWALL . ,
S" CMU BLOCK 2x _ (TYP) (0
31i " CONC, SLAB(2500P.5.IJ HURRICANE ANCHOR AT EACH TRUSS y
3-1/2 CONC. SLAB(2500P.S.1, lie" J-BOLTS 6" FROM ' - REFER TO ROOF PLAN +� Professional
" EA. END OF WALL ='._ •,,,.'.,_ '
W/6x(o 10/10 W.W.M. OR - ��' • - (1) 5 FROM FTG. TO W/6x6 10/10 W.W.M. OR — fd
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TIE BEAM SPLICE TO FIBER REINF, CONC, e SPACE a 32" O.C. _ _ - 'U
FIBER REINF. GONG. •� (6" MIN. EMBED) ..;1.',..'y+ '. •,` ':�t.- � � \I \ U g
ON 6 M I L. VAPOR In I I —III (dil l 111 ± 1 - : y" - \
ON 6 MIL, VAPOR = '.� BE MIN, 30" GROUT I i Ili -j _ _ _ SHINGLES ON Designers
BARRIER �; CELL SOLID BARRIE!�� PT BOT. PLT, - i = -- ') I ( -! I� ! i ! =I i 1 - ! �= I�_4�� (APPLIED ACCORDING TO MANUF, SPEC,)
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a 95% STANDARD (�; I s . I'- - e 95!o STANDARD I'= =1 x . _ I - �`+ =11 I- 1(I�_ Q u 1---) I 237 S. WNutr��inte Dr. Suer 210
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TERMITE TREATED/ !=i'A° . • :.;''.;'';, ��il= TERMITE TREATED_! `.:�' 4y.:k',1''; ,'� II=- VENTED ALUM.50FFIT MM Phone:(407)673-7��7
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WHERE 2ND STORY OCCURS W/ (2) "5'S CONT. W/ (2) "5'5 CONT, _ _
WHER>= 2ND STORY OCCURS WHERE 2ND STORY OCCURS WHERE 2ND :STORY OCCURS I - SOLID 2 ON CHAIRS, ON CHAIRS.
FTG SHALL BE 10" x 20" FTG SHALL BE 10" x 20"
II " " " . — _ wo C
FTG SHALL BE 10 x 20 W/(3)S BAR W/(3)"5 BAR W/ 3)5 BARE 10 X 20 � a�� N o
F aNm � Z
W/(3)"5 BAR PRECAST LINTEL Hx�
5'1- E I WALL W1 STEM WALL W1 6TEM WALL A/C CH46E STEM WALL A/C CHASE I/2 DRYWALL PER PLAN
(j II II II ,{ 2 I l I WOOD
i i E- W
I CMU LOCK 3/4"=I'—!�" WOOD FRAME 3/if"=11—�I' J C Vf i�OC 3/4'I�I�_/�111 WOO 3/4'I�I�_/1111 Zit ° W
SL/ 7G/ � a U O � •' O a I
/ ALUM, FRAMED WINDOW
Ow
— FILLED CELL MARBLE STOOL / W/ SCREEN
W/ 1" 5 TIED
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONT, ROD CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ->AT Ix2 PT FUR STRIP PRECAST CONC SILL
IN FOOTER ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF 1/2" GYP. BD. EA, SIDE AT 16" O,C.
CONSTRUCTION. BEAUMONT < ASSOCIATES, INC. AND MONTH CONSULTING AND OF 2x4'S 16" O.C. 8x8x16 CONC BLOCK
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, I NON -LOAD o
PER FT, AWAY ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO I BRG. WALL GARAGE INSULATION ON VERT REINF, BEYOND
FROM HOUSE BEAUMONT 1 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL _ r
_ �" EXCEPTIONS. I I
- I 4" CONG• SLAB GARAGE INT O J-BOLT 0 32" O.C. (MIN INTERIOR II EXTERIOR FINISH (SEE ELEVATIONS)
ERI R 6 EMBED) ro 2 1/4
I ( FROM EA. END
Ix4 PT BASE NAILE
Q TOPdBOT STUD
Q PT BOT. PLT.
>• WOOD BASE _ a
FIN. GRADE;7 I \ '.' , A. _°_" \ : ii {-'hT "--=- I I�
°�; Imo' _°y:---• 'r ; y� r °° �I I MAIN FLOOR
_
ELEVO'-0"
C.M.U. FOUNDATION
_ rr -
hI I LI I ICI I II 11=1 i
(3) "5'S CONT.
W/ 3 MIN, CLEAR Ul
; III 10" �� ha"� - ICI ; _III-1�hII�=1=1 ! `II1=ICI--ICI ;i oc �
_ (' I —I 11��I 11-- I
I NO REINFORCEMENT REQUIRED-
24" X 24" XI2" d CONC _ 2�
FOOTER W/3 5 i —
_
ROD EACH WAY
III I- 'll,;,lll-_III ;,Ili,;,ll1--11=11Owl
CLEAN, COMP., TERMITE
CLEAN COMPACTED
POISON TREATED w
TREATED FILL FILL No
5 NOT USED 0��5�T �OOiINC� O��S�t �OOtI1�C-� �
o
COLUMN FOOTER DETAIL � 8 I� UJ,�LL S�C�'ION UJ/ 11 1 �0
3/�" s I'-m" NON 5EARING 3/4"=1'-,a" 5EARING 3/411_I,-�" Ci°'U / 5TEM WALL 3/4 el -0'
COMP. SHINGLES OVER 15" FELT �� o
ON 1/16" 0,6,5. MIN. 0 �
PRE-ENGINEERED TRU55 m 24"
a � I
1/2" GYP, BD, EA, SIDE 1/2" GYP. BD. EA. SIDE O.C. W/ HURRICANE ANCHOR v,
OF 2x4'5 a 16" O.C, OF 2x4'5 v 16" O.C. .� ON EA, TRUSS
SP-4BOT STUD
TOPaBOT, U.N.O.
112"X7 EXPANSION SP-4�EA, STUD o
TOP BOT. U.N.O,
ANGNOR8w32" O.C. �? "X�" EXPANSION PT BOT, PLT.
PT. BOT, PLT, ANCHORSe32" O,C.
''a•e' ',�d 9� .i .g'- A' •a'v {I .'i' .+•.,4.a�•„ ,.a", "!;.••;.• SEE EL.EV
r - - c -
L
1 -
U.
I y
_ —1 _
_ o
-
!
•'I__III_- -
_�i=1�!-I1I,,,III;.a,..0. :�.. Ill-I�iI -•III l�l-II �': �.° -1I�- F
— 4 - ;a• "' U
R-30 BATT INSULATION° _II i.l I 111� QCOO
(2) "5'S CONT. I -'I (1�_! ! II - = = i p. 1/2 GYP. BOARD
4
W/ 3" MIN. CLEAR "ii-i-i i I ,
(3) "5'S CONT, �3
8" 8" K W1 I#F2
W/ 3" MIN. CLEAR 10" 10" CONT FILLEDHORIZ. W/LINTEL B30'cSPLICE MIN,
REFER TO CASTCRETE SPECS ti
FOR LINTEL REQUIREMENTS
i
U
I
COT
I
g fNtfi�I®fi�INC-� 3/�F".i'-�" i�INTERIOR 11_ 11 Ig
3/4 -1 0
STORY 5EARING
4 '
3/4" RECESS "5 10 ROD IN FILLED CELL
PER MFG.
SLIDING F—AS PER FLOOR PLAN
SPEC' GLASS DR. 8" TIED TO CONT, ROD IN c
WALL BEYOND FOOTER t LINTEL ROD
ABOVE
SLOPE _ _ revisions
31iz" CONC. SLAB W/ FIBERMESH - -
(OR W/6x6 10/10) 3%?" CONC. SLAB W/ FIBERMESH
FINISH GRADE - - (OR W/6x6 I0/I0)
OVER 6M VISQ, - - OVER 6M v15Q.
��� 3-1/2" CONC. SLAB
-_
GRADE=y' - --T ° -� ' SLIDING GA55
_ _ _
• - -�__v' —a.I I '.ti.'� I I—! ! !—! i 1—! 1 �-� I � ! I- —• I I I -- � ( � - ( I -'-'
A a _
_ I I.I l III- 111= I I Imo!' - 1 F��l 11= I I_l=1_i I -I 4 1/2" CASIN - _ _a ,�
I hI ! 111, ,) ! ; .I I I_— I (I— •,` ��' ; •'•a I— `� (I I III FOUNDATION DETAILS
_III---1 I I--i i i =- � _• � —
ALUMINUM THRESHOL
' r-III•, ,-I l 1-1 I i-=i I Sx8 THICKENED " x 8" THICKENED SLOPE _
EDGE W/ I -"5 SLAB W/ (1) "2 CONT. 3-I/2" CONC. SLAB12500P.S.l. 3/4 RECESS 1(
,
CONT. W/6x6 10/10 W,W,M, OR --- k3031056
----------- SLOPE 1/4(I I I Project no.
FIBER REINF. GONG. _ PER F OT 8" X 16" CONC. _ , ,
DRIVEWAY SLAB ON 6 MIL, VAPOR = - FOOTER W/ 2 05 4, date:
BARRIER = = EXP JOINT ROD CONT, CLEAN, COMP„ 12/31/2003
TERMITE TREATED AS NOTED
scale:
PER MFG = - 3" MIN, COVERAGE FILL
Xref TITLE PAGE-YORK,dwg SPECS.
checked: KAH
WHERE 2ND STORY OCCURS drawn: KAH
EXTERIOR DOOR FTG SHALL BE 10" x 20"
>3 THICKENED 1�C �� �"H I CK N D DC 3/�" = I' -0" 15 Nts GARAGE Cl� W/3 BAR
GARAGE DOOR 3/�"=�'-,a" FOl RED SILLS IS � �� DETAIL 3/4"=1'-m" D1
I�
MSTC-40 -
6 E.4. STUD
SIMPSON SPI OR 5P4 -
TOP PLATES TO STUD
CONNECTION AT 16" O.G.
MID SPAN BLOCKING
BETWEEN EA, STUD
ANCHOR BO
PER PLAN
2x4 P.T, P(
2x4 STUDS 9 16" O.C.
12 (OR BETTER) SYP OR SPF
1112" GYP, BOARD
PRE -ENG.
i- FLOOR SYSTEM
- e2 " GYP. BD,
STRAP TOP PLATE, HEADER a
CRIPPLES TOGETHER W1
LTSA 12 MIN. U.N.O,
2x4 STUDS a 16" O.C.
02 (OR BETTER) SYP OR SPF
" GYP. BOARD
1PSON SPI OR 6P4
:RICANE CLIPS A 16" O.C.
REFER TO FOUNDATION
PLAN FOR FOOTING SIZE
AND LOCATION
1 INT. LOAD 5RG. WALL,
2 STORY, WALL AE3V
MSTC-40 -
0 EA. STUD
SIMPSON SPI OR SP4
TOP PLATES TO STUD
CONNECTION AT Igo" O,C,
MID SPAN BLOCKING
BETWEEN EA, STUD
ANCHOR BO
PER PLAN
2x4 P.T, PI
2x4 STUDS a 16" O.G.
"2 (OR BETTER) SYP OR SPF
112 GYP, BOARD
PRE - ENG.
�- FLOOR SYSTEM
2x4 P.T. PLAT
LTS-16
/E
TOP PLATE
STUD
VOOD OR O.S.B.
UPLIFT
X BOLT 32" O.C.
KNEE WALL ON TOF
OF CMU WALL
- 11/2" GYP. BD,
STRAP TOP PLATE, HEADER a
CRIPPLES TOGETHER UJ/
51MP5ON SPI OR 5P4
LTSA 12 MIN, U.N.D.
TOP PLATES TO STUD
CONNECTION AT 16" O.G.
2x4 STUDS ,w 16" O,C,
"2 (OR BETTER) SYP OR SPF
MID SPAN BLOCKING
BETWEEN EA. STUD
" GYP. BOARD
1P5ON SPI OR SP4
:RICANE CLIPS �@ 16" O.C,
REFER TO FOUNDATION
PLAN FOR FOOTING SIZE
AND LOCATION
19 INT. LOAD E31RG. WALL,
2 STORY, WALL A5u
ANCHOR BO
PER PLAN
2x4 P.T. PI
2x4 STUDS m 16" O.C.
12 (OR BETTER)
SYP OR SPF
GYP. BOARD
PRE - ENG.
/-FLOOR SYSTEM
GYP. BD.
STRAP TOP PLATE, HEADER 10
CRIPPLES TOGETHER U1/
LTSA 12 MIN. U.N.O.
2x4 STUDS Q 16" O.C.
02 (OR BETTER) SYP OR 5PF
" GYP. BOARD
1FE70N 5P1 OR 5P4
2RICANE CLIPS 9 16" O.C.
REFER TO FOUNDATION
PLAN FOR FOOTING SIZE
AND LOCATION
2 INT. LOAD 5RG. WALL,
2 ST ORS'
G'r
EC
"SHEAR WALL5 TO BE 'i2" GYPSUM
U1ALL BOARD STAGGERED, BLOCK
ALL EDGES, STUDS a 16" O.C. No.(o
1'i4" SCREWS TYPE W OR 5. FA5TEN
4" O.C. PANEL EDGES AND FIELD.-
3 5HEARWALL DTL.
NOTES:
WINDOW AND DOOR ASSEMBLIES TO CONFORM
TO FBC 2001 CHAPTER 11 SECTION 1101.4
ALL CONNECTIONS BY OTHERS SHALL BE
CAPABLE OF RESISTING THE DESIGNATED
WINE) FORCES SHOWN ON SHT. 2 (FLOOR PLAN).
2X PT BUCKS/NAILERS SHALL EXTEND BEYOND
INTERIOR FACE OF WINDOW, FASTEN
BUCK TO MASONRY W/1/4"X3" TAPCONS
6" FROM EDGES AND 16" O.C. MAX.
BUCKS LESS THAN 2X TO BE FASTENED
W/GUT NAILS OR EQUIVALENT, STRUCTURAL
CONNECTION OF WINDOW TO STRUCTURE
BY OTHERS IN THIS CASE. -
5 WfNDOW/DOOi�
SUCK NOTES NTS
-TIE-BEAM--
PRECAST
� HEADER
PT 2x4 NAILER
2x4 BLKS.
EXT. SHEATHING
PE R FL AN
PRECAST
SILL
�u
BUCK SPECIFIED BY
WINDOW/DOOR
MANUFACTURER
NOTE: ARCHLESS WINDOWS SIMILAR
(:ARCH WINDOW
) FRAMING DETAIL
` "14, TOE NAILS
> TOP PLT.
)ARD a 6" O.C.
2x DBL.
TOP PLT.
2x STUDS
1W 16 " O.G.
MID SPAN
BLOCKING
2x PT BOT,
PLATE.
-1 J BOLTS '032"
O.G. MAX 6" EMBED.
6" MAX FROM E.A. END
5IMP50N 5P1 OR 5P,
TOP PLATES TO STUI
CONNECTION AT Ito"
MID SPAN BLOCKING
BETWEEN EA, STUD
RRICANE CLIPS OR
USS ANCHORS - SEE
ICHOR SCHEDULE
TRAP TOP PLATE, HEADE
RIPPLES TOGETHER W/
TSA 18 MIN. U.N.O.
x4 STUDS v 16" O.G. I
? (OR BETTER) SYP
ANCHOR BOLTS
PER PLAN '/2" GYP. BOARD
IMPSON BPI OR 5P4
HURRICANE CLIPS a 16" O.C.
2x4 P.T. PLATE
10
REFER TO FOUNDATION
PLAN FOR FOOTING SIZE
AND LOCATION
INT. LOAD _ � 11
SEARING WALL 1-1/2 - 1 -,a
to
}
(4) EQ. SPACED
3/16 "x 3 1/4" 5IMP50N
PT SOTTO TITENS w/ WASHERS,
PLATE 6" MAX FROM TOPS
Q AND BOTTOM
z� o
.55�."
U wz Hn�
�w
z "' w 7
0
w°
0
a �;
Q '
aiEl qV�
wZn
Z
o
yyN
ACC xa8
�H -Fz
j
S� th
EXT. FRAME WALL CONN.
C'o
15
TO 5LOCK WALL DETA
�U
c�
(11'5 IN TIE BEAM
0
a
= _ �(I�'S BAR IN PRECAST LINTEL
DO---------------- o
a(2/*5'5 VERTICAL
(Lq IN GROUT FILLED A�
NOM, 8 KNOCK -OUT pm (1)*5 CONT, IN TIE CELL a
BLOCK BEAM COARSE M
(I)"5 VERTICAL IN
GROUT FILLED CELL
PROVIDE HANGERS TO HOLD
GROUT TIE BEAM a' BAR IN PLACE DURING POUR,'
COARSE SOLID REFER TO MAN, SPECS. FOR
a SPACING REQUIREMENTS
NOM. &" CMU
PROVIDE SCREEN WHEN
BLOCK BELOW IS NOT
REQUIRED TO BE FILLED 1
7 1 9
o
NOTE: ALL NOOKS AND SPLICES TO BE d
CONSTRUCTED AND SIZED PER NOTES
NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK -OUT
BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN
0
o
U
12 TIE 5EAM DTL. 0/2"=1'-�" 16 fRE5AfR DETAIL NT5
o
_ F 0
I MIN. L5TA-12 RAFTER I�
TO RAFTER OVER RIDGE o�
=41� a
1" EDGES 1 1/2" EDGE-) 2 1/2" EDGE- 2X5 RIDGE B AR
I 1 1 >
3/S" DIA. ANCHOR
2 X 4 P.T. TOP BUCK 10dX3" �-
Q COMMON X
uj w
z < W
p � W
2 X 6 P.T. BUCK EACH II N �� FASTEN SYP OR SPF
SIDE OF OPENING `~ 1/2 IOdX3"`�' 1/4 2X6 (MIN. WIDTH) PLATE
COMMO THRU 1/16" 0.5.5. SHEATHING-
3/8" DIA, J-BOLT UJ/ 5-1/2" EMBEDMENT 10dX3" X - X TO PRE-ENGINEERED TRUSS �A
AT EACH DOOR BRACKET, EACH SIDE OF COMMON Z Z BELOW WITH 1/4"x4-1/2" SIMPSON 2X6'5 2 24" O.C. MAX.a
DOOR, PROVIDE 1-1/2" X 3/16" THICK 1 OPP, SIDE U 5D5 SCREWS 2X6 PLATE TO
WASHER UJ/ EACH ANCHOR. U 1 TOP CHORD OF EA. TRUSS BELOW
4 0) FASTEN CONVENTIONAL 2X VALLE
N 10dX3" dJ RAFTER FRAMING (OR PRE-ENGINEERED
COMMON VALLEY TRUSSES) TO 2X PLATE WITH
X OPP. SIDE 51MP50N 112.5 CONNECTORS (5-8d NAILS)
AT EACH RAFTER TO PLATE CONNECTION
START BOLTS AFTER
GARAGE CURB C2r1X4's (2)2X6'e (2)2X8'a
SUCK DETAIL NT6 13 2X 5UILT-Ui� STUD „_ , 1�
NT5 9 COLUMN DETAIL5 1/2 -1 -,a TYf='. VALLEY CONNECTION
4" BACKSPLASH
OUNTERTOP o
I
I ALL LAPS 48 BAR DIAMETER MIN,
i
i RUNNING BAR
i
I
/-DOWEL LAPPED
WITH WALL REINF,
I I
"F2 CORNER BAR
GROUTED CELL
8 TYF, CORNER VERT,
WALL REINFORCING
NTS
2 X 6 X 12 P.T. OF OPENING
M CENTER BUCK
POURED CELL Ul/1 05 BAR
CONT. FROM BEAM TO
FOOTING.
BUCK SPECIFIED BY
WINDOW/DOOR
MANUFACTURER
DOOR E3UCK DTL. NT5 STEF DOWN TIE SEAM
1/16" O.S.B. -
2x6'5a12" O,G�
MSTAM-24 EA. SIDE
OF EA, SCUD TO
TIE BEAM BELOW
HOLD O.S.B. BACK
2X5 PT BOT. PLT.
PT NAILERS AS REQ'D.
8" CMU WALL
GYP. BOARD
BUILDING WRAP
CEMENTITUOUS FINISH
CEMENTITUOUS
FIN15H STOP
FLASHING
'i2" J-POLT U1/SIMPSON
LBPS/2 WASHER032" O.C.
MAX.(MIN. 1" EMBED.)
CEMENTITUOUS FINISH
5 1/2" CNZ
Qv
EXTE D TO
PAST BA5E c9 revisions
4" MTL. STUDS 0 16"
1/2" M.R. GYP. BD,
CERAMIC TILEWATERP-
II
ROOF
SEALANT
TUB
I� WALL SQL I C DETAIL COUNTS i�/TUS
D A� L 1/2"_1'-011 IS WALL DETAIL
BASE CABINET °O
N
FRAMING DETAILS
AND SECTIONS
project no.
3031056
date:
12/31/2003
Seale:
AS NOTED
checked:
KAH
drawn:
KAH
2X4 BLOCKING'WEA, OUTLOOKER 2X4 BLOCKINGSEA, OUTLOOKER
COMPOSmCNSHMGLESOVER LVFELT (ROOF SHEATHING SPAN TO BE (ROOF SHEATHING SPAN TO BE
ONT/I6°O.a.B.MR 2'-0" MAX.) END NAIL WI(2)1(od 2'-0" MAX.) END NAIL lU/(2)16d
NAILS EA, END (2)16d NAILS PLT, TO 2X4 OUTLOOKER$ NAILS EA, END (2)16d NAILS PLT. TO
2X4 OUTLOOKERS �
PRE•ENGMEEREDTRUSS 024' a24" O.G. MAX. STUD TOP45OTTOM(TYP.) a24" O,C. MAX, STUD TOP45OTTOM(TYP.) � pp
2 MAX, (END NAIL PLTS, TO STUD) 2 0 MAX. (END NAIL PLT$. TO STUD) ril
OC. w/ HURRICANE ANCHOR
ONEACHTRU% 1/16" O.S.B., NAIL 7/16" O.S.B., NAILi _ u �- ��
PER NAILING SCHEDULE SIMP50N H-IO(TYP,) PER NAILING SCHEDULET 51MP50N H-10(TYPJ Professional
e
•v Building
X X X X X - X 2X FACIA, END NAIL 0 Designers
W/(2)Ifod NAIL5VEA.
Y.- END NAIL EA. OUTLOOKER -�`+ END NAIL A. OUTLOOKER OUTLOOKER
UJ/(2)16d NAILS TO TRUSS U)/(2)16d NAILS TO TRUSS
DBL. 2X6 m 2X FACIA, END NAIL DBL. 2X8
TOP cF MASONRY BD
I REfEleroELEVAnaJ6 TOP PLT. U1/(2)16d NAILSaEA. TOP PLT,
a SINGLE TIE -BEAM OUTLOOKER
ut I SOLID FILL HOLD WALL DOWN 311/2" HOLD WALL DOWN 31/2"
FOR OUTLOOKERS 2X5%QI(o" O,C, FOR OUTLOOKER5 0
� I R-30 BAIT INSULATION PRE -ENG. ROOF TRUSS PRE -ENG. ROOF TRUSS (TYP.) -1/1(o a. In' GYP, BOARD 1/1(0 0.5.8., NAIL O.S.B„ NAIL
\ oQ I I'-9" MAX. 237 S. Weylmonte Dr. Suite210
I'-9" MAX. PER NAILING SCHEDULE PER NAILING SCHEDULE AjtamonleSprin��,F132714
'<. FILLED LINTEL BLOCK W/ 25
1 I GMT. HORIZ. W/ 30, SPLICE MR � Phone: (4.07) 673 - 7247
2'4' WOOD FASCIA WITH MM
h�i Fax: (407) 673 - 72A8
CONTINUOUS ALUMMUM DRIP EDGE
I
CONTINUOUS PERFERATED ALUM" SOFFIT I I � X X � �JR
�,J-BOLT W/SIMP5ON LBP512 z1o1/2 GYP. BOARD1/2" GYP. BOARD WA5HERa32" O.C. MAX.oCEILING NA(MIN. 6" EMBED.) U Az�a� a�
CEILING NAILER 0,zl o zz
' 2X(o'sal(o" O.C. W/FULL AS REQ'D, `SE- oN� n z �
„ CMU WALL BELOW Z o
DEPTH BLOCKINGa N FZ �
AS REQ D. S -O O.G. MAX.
xNFZ ��
Vl�fpo � Ff�7
1/2" GYP. BOARD ; z�� w
� I
1/2" GYP. BOARD ON PT, FURRING
I L6TA-24 W/(6)3/1611X1-1/4"
_ 51MP50N TITEN5 TO CMUa
(TYP. EA. STUDXEA. SIDE)
REFER TO FLASHING DETAIL
FOR FLASHING REQUIREMENTS
' I VERTICAL REINFORCEMENT
NOTE: PROVIDE ADDITIONAL BLOCKING A5 REQ'D. PER HIB-91 4 TRU55 MAN, DRAWING$
CEILING GYP. BOARD IS NOT A DIAPHRAGM NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D, PER NI5-91 4 TRUSS MAN, DRAWING$
CEILING
/� IG IYP. BOARD 15 NOT A DIAPHRAGM
4' CONCRETE SLAB G A L E E 1` ID llJ'—`t U L T E ID CEILING � G J'�'t 5 L E E 1 `4 IDe X A U L T E
(5ALLOON FRAMED WALL) CEILING((. IU WALL) 3/4"=V-01"
' I SLOPE I SLAB PER2x4 BLOCKS, (2) 16d NAILS o EA, o STARTING AT REAR WALLLL of HouaE END, BLOCK ADJACENT BAYS m EA.
DIAGONAL AS SHOWN. FASTEN ROOF
FINISH GRADE
SHEATHING TO BLOCKS w/Sd NAILS I'-4�" M X.
d I a 4. q
aa0 6" O.C. m
10\\\ WALL PLANE
CONT. 2X4 a
\\/\\\\% 2X4'5 24" O.C.
2444'4' CONCRETE
2'-0"" \ ���\ REaAR EACH WAY APPROVED M015TURE BARRIER BRA E TO NAILS
REFER TO PLANS FOR
NOT LESS THAN NO. 15 FELT BLOCKING EXACT SIZE OF O.H,
a
OR KRAFT WATER PROOF COVERING
CLEAN COMPACTED FILL o
WITH TERMITE PROTECTION
MIN. 26 GA. GALV, STEEL
CONT, FLASHING PRE-ENGINEERED GABLE
2 SECTION T H R U LANAI END TRUSS
a�
X X v 3 »=1 >-0 » CaABLE END SHEATHING W
/� J� FASTEN PER PLAN. o ~
4
SHINGLES TO HAVE SELF -SEAL
STRIPS OR BE INTERLOCKING AND CONFORM r�
WITH ASTM D 25-5 OR ASTM D 3462 Q v 1
PROVIDE 2x4 BRACE TO SPLICE AS REOV, raj
c�
EA, ADJ. DIAGONAL FASTEN ry
TO DIAGONAL w/(2) 16d 0.4 I�-I
UNDERLAYMENT TO CONFORM WITH NAILS, SIMPSON A23*EA,
ASTM D 226, TYPE I, OR ASTM D 466(3 i��. HOLD -BRACE TO PLT, o
TYPE I, � - E" � C�
SHEATHING PER
PLAN 1/2" J-BOLTS W/WASHER5(MIN, (o"
EMBED) MIN, 6" FROM EA. END AND
o
PROVIDE MIN, 26 GA, 32" O.C. MAX.
Q 2 rn
GALV, STEEL DRIP EDGE v�
� GABLE BRACING m 48" O.C. LSTA-12024" O.C, BOT, OF PLT, TO
ROOF PLANE MAX, 45' FROM HORIZONTAL GABLE TRUSS, ATTACH STRAP TO PLT,
BEAUTY SHINGLE GLUED (+/- 10') BRACING NOT REQ.'D BEFORE PLT, 15 INSTALLEr,>
UJ/ MASTIC OVER FLASHING WITHIN 6'-0" OF EAVES TIE BEAM COURSE
~` PT 2X8 PLT„ CANT, FOR GLG, IL)/(I)"5 CONT,
NAILING SURFACE CMU WALL
PROVIDE 16d NAILS GABBELOW
LE END W
TRUSS TO PLT.012" O,C, MAX, yaF
Qa
C„iU WALL C-;AE3L_ E ENE) W/FL AT CLG, NTT
2x4 BLOCKS, (2) I(od NAIL$ tD EA, U
END. BLOCK ADJACENT BAYS a EA.
DIAGONAL AS SHOWN. FASTEN ROOF
5HEATHING TO BLOCKS w/Sd NAILS
NOTES: m 16" O.C.
I, M015TURE BARRIER: APPLY HORIZONTALLY UJ/ MIN, 2" HORIZONTAL LAP
(UPPER LEVER OVER LOUDER LEVEL) 4 (o" LAP AT VERTICAL JOINTS
FASTEN PER MAN, SPECS.
2. UNDERLAYMENT APPLICATION -
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT EAVE ( PARALLEL) PROVIDE MIN. 2" LAP 2X4
UJ/ SUCCESSIVE LAYERS. OUTLOOKERS 24" O.C.
FASTEN PER MAN. SPECS.
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO H-10 w EA, TRUSS
BE MIN. 12 GAAI/4" CORROSION RESISTANT ANNULAR z(5) I&GI NAILS (2) 1601 NAILS o
RING SHANK OR COIL ROOFING NAILS THROUGH 32 GAx %" OUTLOOKERS OUTLOOKERS
DIAMETER TIN CAP.
TO TRUSS. TO TRUSS. PROVIDE 2x4 BLOCKING a�a
ABV, GABLE TRU55 V EA.
3, SHINGLES OUTLOOKER, c
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
I" FROM EA, EDGE av 12" O.C., NAIL ROIL) TO BE GABLE TRU55 HELD DOWN
LOCATED APPROX. 5/a" FROM LOUDER PORTION, 31i2" FOR OUTLOOKERS, revisions
ALL FASTENERS FOR SHINGLES TO BE MIN, 12 GA.xP GABLE END SHEATHING p
CORROSION RESISTANT ROOFING NAILS U)/ 3/V HEAD, FASTEN PER PLAN,
USE ROOFING CEMENT FOR MAN, SPECS,
4, DRIP EDGE -
MIN, 26 GA, GALV. STEEL AND OVERLAP A MIN. OF 2" PROVIDE 2x4 BRACE TO
DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES EA. ADJ, DIAGONAL FASTEN
AND EXTEND BACK TO THE ROOF MIN. 2" TO DIAGONAL w/(2) 16d
DRIP EDGE TO BE FASTENED UJ/ MIN. 12 GA. CORROSION NAILS. SIMPSON HGA-10 s
RESISTANT ANNULAR RING SHANK NAILS m 12" O.C. MAX, 45" O.C.
5. FLASHING -
MIN. 26 GA GALV. STEEL FASTENED PER MAN, SPECS. MISCELLANEOUS FRAMING
6, VALLEY LINING(CLOSED VALLEY)- DETAILS AND SECTIONS
PROVIDE (LAYER OF 36" WIDE ASTM D 19-10 COMPLIANT DBL. 2x4 TOP PLT.
UNDERLAYMENT
GABLE BRACING 1w 48"
O.C. MAX. 45' FROM project no. 3031056
HORIZONTAL (+/- 10°)
51MP50N H-10 DIAGONAL date: 12/31/2003
SIMPSON N-10 TO TOP PLT, scale: AS NOTED
DIAGONALTO checked: KAH
5HING%LE / FLA,5HI�1C->" TOP PLT,
FASTEN SIDE WALL drawn: KAH
SHEATHING PER PLAN.
5 IDETAIL. 3 GA5LE ENIDeFLAT CEILING D3
)—(5ALLOON FRAMED WALL) 3/�11=�t-m11
L� A�
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUIB-CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT < ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERROR$, OMISSION$ OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT e ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
GENERAL
DESIGN REaUIRE" TENTS
1 DESIGN LIVE LOADS(MINIMUM):
A) FLOORS - 40 PSF
B) DECKS - 40 PSF
C) STAIRS - 40 PSF
D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 16 PSF
E) ROOFS W/SLOPE LE55 THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
0
(PER FBC CHAPTER 1(b SECTION 1606.1.1, REF. A5CE -1-98 CHAPTER 6)
I. BASIC WIND 5PEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR m 1.00 (ACSE 1-98, TABLE 6-1, PG.55)
BUILDING CATEGORY = II (ASCE 1-98, TABLE 1-1, PG.4)
3. WIND EXPO5URE(ALL 51DE5) =B (ASCE 1-98, SECTION 6.5.6, PG.28)
0
4. INTERNAL PRESSURE COEFFICIENTS(ASCE 1-98, TABLE 6-1, PG.62)
ENCLOSED BUILDINGS = ±0.18
"
PARTIALLY ENCLOSED BUILDINGS = ±0.55
`°
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
m
ARE APPLIED WHEN DESIGN OF MEM5ER(5) FALLS UNDER
ASCE 1-98 DEFINITIONS CLASSIFYING AS SUCH)
5, ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL
'
W
BE DESIGNED TO WITHSTAND THE FOLLOWING PRES5URE5:
o
FOR WALL. LOCATIONS: -35 PSF, +26 PSF
FOR ROOF LOCATIONS: -45 P5F, +14 P5F
(ACSE-98, TABLE 6-3A, PG.51)
FOUNDATIONS
I. SOIL to BECOMPACTED TO AT LEAST cJr2% UNDER SLABS
AND 98io UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
a
BY ASTM- 1551 (MODIFIED PROCTOR)
g
2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY
TAPE SEAMS
0
3 FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL
BEARING OF 2000 PSF
o
CAST IN PLACE CONCRETE
0
1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4"
o
PLUS OR MINUS I", AND HAVE 2 TO Ora AIR
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF
°0
0.58.
2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
4
3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR
(ox(oxWl.4xWl.4 WWF SHALL BE LAPPED AT LEAST io" 8 CONTAIN
9
AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF
o
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE":ACI 318 LATEST EDITION, AND
"51FECIFICATION5 FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301,
5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS
(EXCLUDINiG BEND) AROUND CORNERS OR CORNER BARS WITH
MIN. 12" LAP: EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
6 MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL
BE 48 BAR DIAMETERS.
BOLTS AND THREADED RODS
I ALL BOLTS 4 THREADED RODS TO BI= ASTM A301 OR BETTER(U.N.O.)
1" IA60NRY WALL CONSTRUCTION
I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE �.
STRENGTH OF 2000 PSI (F'm = 1900 P51)
2 MORTAR SHALL BE TYPE M ORS, CONFORMING TO ASTM
C210. ,
3 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN I".
4 COARSE GROUT SHALL CONFORM TO ASTM C416 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COP'IPRESSIVE STRENGTH OF 3000 PSI.
5 VERTICAL FEINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT.
6 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 8'-0" U.N.O. REINFORCEMENT SHALL BE
PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
UNLESS OTHERWISE NOTED.
I REINFORCING STEEL SHALL BE LAPPED MINIMUM 30"
UNLE65 NOTED OTHERWISE ON THE DRAWINGS.
8 HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE AND FOOTING TO BE NO LE55 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 USED.
Model 16'14
WOOD CONSTRUCTION
I WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN 5PECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(ND5)
2. ALL. EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALLS AND M15C. STRUCTURAL WOOD FRAMING MEMBERS.
(I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES.
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SOUTHERN YELLOW PINE NO. 2 OR EQUIV.
PREFA5RICATED WOOD TRUSSES
I ALL PREFABRICATED WOOD TRU651v5 SHALL E3E 5EcURELY
FASTENED TO THEIR SUPPORTING WALLS OR. BEAMS WITH
HURRICANE CLIPS OR ANCHORS.
2 TRUSSES SHALL BE DESIGNED BY MWFR5 METHODOLOGY FOR
LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.
MEMBER AND PLATE DE51GN 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 THE
"NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
4 TRUSS MEMBERS AND CONNECTIONS SHALL BE
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND
THE LIVE LOAD5 GIVEN IN THE NOTES AND TOTAL DEAD
LOAD.
5 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REaUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
PLANS,
6 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 : LL = 20 PSF
(TRUSS MNF. MAY TAKE REDUCTION FOR (o:12 SLOPES OR GREATER)
DL 10 P5F(5HINGLE TYPE ROOF COVER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD DL = 10 PSF
WIND LOAD : SEE DESIGN REQUIREMENTS
-I THE TRUSS MANUFACTURER SHALL DETERMINE ALL 5PAN5,
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRU55ES, ALL
BRACING MEMBER5, AND ALL TRUSS TO TRUSS HANGERS.
8 PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
I. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE
OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW
MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS
FF:OM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL
WAY DURING BONDBEAM POUR, USE 30" MIN. LAP SPLICE, HOOKS AT TOP
OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND).
2. MAY SUBSTITUTE 5TRAP5/CONNECTOR5 w/STRAPS/CONNECTORS
OF EQUAL OR GREATER UPLIFT 3 LATERAL RE515TANCE VALUES IN FIELD
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
� STRUCTIONS ARE FOLLOWED.
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN GONG. FILLED
CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTGJ
4. 2X12'5 MAY BE USED ILO TIMBER5TRAND5 FOR STAIR STRINGERS --
5. RIM BOARDS MAY BE USED FOR RISERS # TREADS ILO 2x12'6
6. WOOD STUDS MAY BE SUBSTITUTED OF METAL 5TUD5 IN NON -LOAD
BEARING WALLS
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WHILE EVERY ATTEMPT HAS BEEN MADE To PREVENT HUMAN ERROR,
CONTRACTORS, 5UB-CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. 15 NOT RE5PON515LE
FOR ANY M131NTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTEP TO I3EAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
35'-0"
10 -011 21_011
20'-0"
1/4" = 11_011
WIDTH
HE16HT
THICKNESS
COMMENTS
ro PANEL DOUBLE METAL ENT
O NINL?0N
S�HEL?ULE
1
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61-51113/4
2
16'-0"
i'-O"
------
OVERHEAD GARAGE DOOR
TYPE
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GLASS.
HO. H&T.
FUCK DIMENSIONS
3
5'-0"
6'-8"
1 3/4"
EXTERIOR W/ 12" S.L.
A
C-1/2-35
SEE ELEV.
CLEAR
SEE ELEV.
21 1/4"X63"
4
q'-O"
8'-O"
------
TRIPLE SLIDING GLASS DOOR
B
C-1/2-35
SEE ELEV.
CLEAR
SEE ELEV.
27 B1/4"OX F
O
1 5/4"
FIRE DOOR
C
C-25
SEE ELEV.
CLEAR
SEE ELEV.
31 3/4"X63"
ro
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6'-8"
1 1/2"
H.G. INTERIOR
D
C-25
3EE ELEV.
CLEAR
SEE ELEV.
31 3/ X63
7
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6'-8"
1 1/2"
H.G. INTERIOR
E
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SEE ELEv.
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8'-0"
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8
2'-0"
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1 1/2"
H.G. INTERIOR
F
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SEE ELEV
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2'-8"
4'-0"
1 1/2"
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G
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5'-0"
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H
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3EE ELEV.
CLEAR
SEE ELEV.
3-1 3/4"X63"
II
4'-O"
I NOM.
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K
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9'-2"
50" X 14"
12
2'-O"
6'-?�"
1" NOM.
BI-FOLD
TRANS
FIXED
CLEAR
9'-2"
50" X 14"
W/ E30WTOP
15
2'-6"
6'-8"
------
POGKET
14
2'-6"
6'-S"
I" NOM.
DI -FOLD
DBL. FRENCH DOORS
EXTERIOR MTL. W/ WINDOW
H.G. INTERIOR
H.G. INTERIOR
BI-FOLD
TRIPLE SLIDING GLASS DOOR
3-PANEL FRENCH DOOR
SLIDING GLASS DOOR
PAIR FRENCH DOORS
FRENCH DOOR
SLIDING GLASS DOOR
SLIDING GLASS DOOR
H.G. INTERIOR
15
(2) 2'-6"
6-8"
1 5/4"
16
2'-8"
6'-8"
1 5/4"
11
2'-4"
ro'-8"
1 1/2"
18
1'-roll
ro'-8"
1 1/5"
IQ
6'-0"
6'-8"
1" NOM.
20
12'-0"
8'-O"
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21
q'-O"
8'--O"
------
22
8'-O"
8'-O"
------
23
6'-0"
P>'-O"
------
24
"
3'-0
8'-O"
------
25
6'-0"
8'-O"
------
26
5'-0"
8'-O"
------
27
2'-10"
6'-8"
1 1/2"
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GENEF%AL NOTE5
AREA
TABULATIONOU
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I. ALL EXTERIOR WALLS SHALL BE A55UMED
Ww
TO BE LOAD SEARING. SEE FLOOR PLAN
UNDER A/C
1614 SQ. FT.
Oa
AND FOUNDATION PLAN FOR C.M.U. WALL
?CO
REINFORCEMENT LOCATIONS.
GARAGE
422 SQ, FT.
aw
2. WINDOW AND DOOR SUPPLIERS SHALL 0:H
PROVIDE CURRENT ROUGH OPENING INFO COVERED ENTRY 52 SQ. FT. 3
HALL WHICH SHAVE PRECEDENCE OVER COVERED POF�CH li4 SQ. FT. wz
THE WINDOW AND DOOR SCHEDULES ON
PLAN.
3. CABINET MFRS. SHOP DRAWING5 SHALL TOTAL SQUARE FEET 222�2 SQ. FT. z5
HAVE PRECEDENCE OVERTHE INTERIOR w
CABINET ELEVATIONS SHOWN. 2-4
4. DO NOT SCALE PLANS, DIMENSIONS ARE 00
TO E5E FOLLOWED AS NOTED.
5. ALL GLASS LOCATED IN HAZAFz OUS
LOCATIONS SHALL COMPLY' WITH OU W W
SECTION 2C0D2.1 OF THE FLORIDA LINEAR FT C %` L �"` • 4
BUILDING CODE 2001 EDITION. �'t '\s
6. ALL GARAGE/OVER HEAD DOORS SHALL BE W Q Q
LISTED AND TESTED FOR 30 SECONDS AT DESIGN
PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 MAIN HOUSE 62'-8" LINEAR FT. OF 8'-0" BLOCK �� �
TIMES THE DESIGN PRESSURE. Oo
I -MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE MAIN HOUSE 152'-2" LINEAR FT. OF 9'-4" BLOCK OR
APPROVED MOISTURE (BARRIER NOT LESS THAN NO. 15 W
FELT, KRAFT WATER PROOF COVERING, TTVEK (OR Ea.), PATIO 23'-4" LINEAR FT. OF 9'-4" BLOCK �� 0 � IA
PAPER !BACKED MTL LATH FOR STUCCO.
APPLY WITH A MINIMUM OF �" VERTICAL LAP Oa
(UPPER LEVER OVER LOUDER LEVEL) AT T0T,4L5 115'-roll LINEAR FT. OF 9'-411 BLOCK Zc0 H P-4
VERTICAL JOINTS. FASTEN PER MAN. 5PEG5. 21
I- r ,
LEGENED 0�� 0
INDICATES SxOxl6 (NOM.) C.M.U, (EXTERIOR DBL 2x12 (no
L0,4D 5EARING ). 12'-0" TOP OF GMU -�
HEADER ABOVE (2)IGcI NAILS =
12 " o.c. BM. w
INDICATES 8x8x16 (NOM.) G.M.U. (EXTERIOR COLUMN 4
LOAD BEARING ). 9'-4" TOP OF GMU TO 2x4 FRAMING wE-
INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR 2
LOAD BEARING ). V-0" TOP OF GMU
OIL
INDICATES WALLS To BE UTILIZED FOR TRU55 TOP OF CM.U,
A
BEARING 2x4 WOOD STUDS e 16" O.C. U.N.O. �1 x�
INDICATES 25 GA. MTL. STUDS 24" O.G. MAX.
l2)1�4 "x3" TAPCONS
(NON LOAD BEARING INTERIOR PARTITIONS
TO C.M.U.aA
ONLY.) (UN.OJ
vW
INDICATES FILLED CELL WITH (U VERTICAL a
NOTE:
mW
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RUN �I/16 OSB SHEATHING
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BOND COARSE TO FOOTING, REFER TO
FROM EXT. TOP OF BEAM TO
COVER SHEET FOR SPLICE AND BEND REQ.
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1/2" GYP, BD, ON 2x4'5 —
1/2" C.W.B. OVER VAPOR 0 1(0" O.C. PRE-ENGINEERED WD TRUSS, 24" O.G.
BARRIER W/ R-3 IN5UL. TEXT. FINISH ON 1/16" °
12 R-30 INSULATION
BETWEEN 3/4" P.T. VERTICAL OR 15/32" 0.5.8.
FURRING S 24" O.C. 8" GMU 5!_OGK 2x BRG. EXT. WALL HURRICANE ANCHOR AT EACH TRUSS
REFER TO ROOF PLAN
3=1/2" CONC, 5LAB(2500iP.5"I. 3'i2" CONC" SLAB(2500P.5.1.) 1i2" J-BOLTS (J" FROM
W/roxr 10/10 W.W.M. OR a (1) #5 FROM FTC. TO W/(oxro 10/10 W.W.M. OR EA. END OF WALL a,, \�� n
FIBER REINF. CONC. 4 SPACE 0 32" O.C. _ _ _ m
FIBER REINF. CONC. TIE BEAM SPLICE TO (6" MIN. EMBED) =1((_ { I I=1111`= { 11=I 11= ' r ' -
BE MIN. 25" LICE ON 6 MIL. VAPOR _ — _ — ASPHALT SHINGLES ON
ON MIL. VAP01R O T -=111— _ — (APPI-IED ACCORDING TO MANUF. SPEC.)
A TER CELL SOLID PT T. PL �I i I� =TI i I ICI -I
�� I 15 ROOF FELT ON ROOF
SHEATHING ON ROOF TRUSSES.
ELEVATION VARIES dk
(SRADE X =1 I I -III -III -III -III - GRADE TOP of MASONRY
A/C CHASE -I I i- { f�
_ _ 4" PVC 5LEEVE _ I =1 �• " .. I I� ALUM. DRIP EDGE w
I I I�� _ A/e CHASE (-
CLEAN I=1 11=1 I I- -I 11=1 11=1 11=1 = GLEAN=1 11=T �; �I 11=1 I I- 11=1 I THRU STEM WALLTT- 14" PVG SLEEVE III- __ I I 1/2" DRYWALL _ Z
COMPACTED FILL ' I; III=1 I! I hI I I-1 I I-1 I i COMPACTED FILL i; I I I_I I I I{=1 I I-i I i Ia I �, ; ,I I11,� I, ; 11=- _ TWRU STEM WALL — lx2 PT NAILER 2x6 R.S.C. FASCIA o
95% STANDARD I1-I h- - �' 95% STANDARD I I - -
DENSITY AND , '° . I I 1 DENSITY AN
: ,''•` I VENTED ALUM. SOFFIT N
TERMITE TREATED '_{ •� .' f':) 11 - TERMITE TREATED y • —I I �= N
s.' I t i a
_ �, =1 I ; I WHERE 2NfD STORY OCCURS �
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1 TYP. SINGLE TIE -BEAM W
8"xl6" CONC. FTOx. 8"xlro" CONC. FtC. FTG SHALL BE 10" x 20" WHERE 2ND STORY OCCURS -
W/(3/'5 BAR FTC SNAL.L BE 10" x 20" W/ CI) CONT. CsROUT Q
WHERE 2ND STORY OCCURS W/ (2) #5's coNT. WHERE 2ND STORY OCCURS W/ (2) #5'S CONT. W/(3)'5 BAR SoLlp
FTG SHALL BE 10" x 20" ON CHAIRS. FTG SHALL BE 10" x 20" ON CHAIRS.
W/(3)'5 BAR W/(3)"5 BAR U
PRECAST LINTEL
1/2" DRYWALL PER PLAN 0
STEM WALL W1 STEM WALL W1 STEM WALL A/C CHASE STEM WALL A/C CHASE 0
=-�,1 2 1"f' 3/44��MV-0�� 3 Cl"r� ��OCK 3/44��=��-��� WOOD FRAME 3/4411=1�-Oil � o
Cl" U 3LOCK WOOD FRAME
ALUM. FRAMED WINDOW 4 CL
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MARBLE 5TO0
FILLED CELL CAST GONG SILL W
❑ W/ i# 5 TIED WHILE EVERT' ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, Ix2 PT FUR STRIP PRE a
CONT. ROD CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW I/2" �� >_• BD. EA, SIDE „
AT 16 O.C, Sx8xl6 CONC BLOCK a
_t IN FOOTER ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF OF 2x4'5 w I(o" O.G. W
CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTH CONSULTING AND
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, NON -LOAD INSULATION ON VERT REINF. BEYOND a
i ERRORS OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BRA. WALL GARAGE
a
�a PER FT. AWAY � INTERIOR OF BLOCK WALL W
FROM HOUSE BEAUMONT 4 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO
EXCEPTIONS. EXTERIOR FINISH (SEE ELEVATIONS) W
II 4" CONC. SLAB GARAGE INTERIOR 6-B MBED) 6 O.G. CM2 1/4 3
INTERIOR
N �u FROM EA. END w
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1 PT BOT. PET.-- �� TOP4BOT. WOOD BASE~
} BRICK OR STONE VENEER (OPTION) s
FIN" GRADE ; ' �' \ .: :.' .. MAIN FLOOR
(� 4 ••' ., •• •,•• ,±•A. °•4. 4• .+' t,.+.••r' i ,!'.r •,.° •'d•' V W
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FOOTER
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GLEAN, COMP., TERMITE POISON TREATED
TREATED FILL
CO�I�I°�ii�l OOTEi� DETAIL NOT USED � OFFSET FOOTING a O��=S��' �OOTI�IC-� ,� � 1� UJ,41�L 5�CT10'�1 t�J� 3/��,a �_�,�
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In
COMP. SHINGLES OVER 150 FELT
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1/2" Cxl P. BD. EA. SIDE PRE-ENGINEERED TRUSS a 24"
I/2" GYP BD EA. 51DE O.C. UJ/ HURRICANE ANCHOR
OF 2x4'5 e lro" O.C. OF 2x4'5 'S I(o" O.C. 5P-4QEA. STUD ON EA. TRUSS
SP-4,mEA, STUD Top`$50T.
1i2"X-1" EXPANSION TOP450T.
ANCHOR5v32" O.G. 112 "X7 EXPANSION PT BOT. PLT.
PT, BOT, PLT. ANCHORSe32" O.C. r C q q
.a, • .,4.a '4 l '•� r•' p °'a r� .4', i' f' '�•° :*'.'A
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-III=III=III=11 y' =III -III- R-30 GATT INSULATION
-"_ .' III=III-1 I •I -III —I I _ • � vz" GYP. BOARD
' I—► 11-1 ` III —I I —III III —III - _ _
(2) #5'5 CONT. (I L-I I i-'I (I= I ( I i I_ �i— -. —I't
W/ 3" MIN. CLEAR '�''- "' I.,;,I�IIII,;,III— FILLED LINTEL FLOCK W/ 1#5
i (3) #5'5 CONT. l0 l0 CONT. HORN. W/ 30" SPLICE MIN.
8 8 W/ 3" MIN. CLEAR
REFER TO CASTCRETE SPECS
FOR LINTEL RECUIREMENT5
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TYP. SECT I Oil — OPENING
9 INTERIOR' SEARING 3/4,�=1�-O�� �O 11�1TE�'IOi� tUJO
STORE' SEARING
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e SLIDING TIED TO CONT. ROD IN
sPR MFG. GLASS ®� S�� POOTER 4 LINTEL ROD
WALL BEYOND A5OVE
SLOPE - 4" CONC. 5LA5 UJ/ FIBERMESH
4" CONC, 5LA5 U)/ F15ERME5H =
(OR wl(oxro 10/10) — _ FINISH GRADE _ _ OVER (0M� 10/10)
15Q )
OVER (CM VISo. -
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IN 4
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W/roxro 10/10 W.W.M. OR SLOPE I/4"CL
CONT. FIBER REINF. CONC. _ PER F OT 0�� X Igo" CONC.I_I , , I U
DRIVEWAY 5LA5 ON 6 MIL. VAPOR - — - ExP JOINT HOOTER UJ/ 2 , CLEAN, COMP.,
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TRU56 ANCHORS - SEE
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ABOvE _
GYP. BOARD (4) 8dx2" MIN. TOE NAILS
EDGE BLOCKING EA. JOIST TO TOP PLT.
2x4 SCUDS a 16" O.G. �21_DBL, TOP PLATE NAIL RIM BOARD @ 6" O.G. STRAP TOP PLATE, NEADER �
CRIPPLES TOGETHER W/ CMU WALL
#2 (OR BETTER) 5YP OR SPF SIMPSON SPl OR SP4 LT54 15 MIN. U.N.O.
TOP PLATES TO STUD PER PLAN
CONNECTION AT 16" O.G.
2x DB .
viz" GYP. BOARD TOP PLfi. 2x4 STUDS ,@ 16" O.G.
#2 (OR BETTER) SYP::E
PRE-ENG. : : : 2x 5TUp5 _ _ _ _ __ _ Jv
FLOOR SYSTEM SPF STUD 16° O.C. MID SPAN BLOCKING
BETWEEN EA. STUD Q
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M5TC-40 MID SPAN
Q EA. STUD BLOCKING
PLYWOOD OR O.S.B.LFOR UPLIFT ANCHOR BOLTS i (4) EQ. SPACED
2x PT BOOT. PER PLAN �z GYP. BOARp 3/16"x 3 1/4" SIMPSON
PLATE. TITENS w/ WASHERS,
IMPSON 5PI OR SP4 PT BOT70
2x4 P.T. PLATE HURRICANE CLIPS m 16" O.G. PLACE �" MAX FROM TOP
445HEAR WALLS TO BE 1/2" GYPSUM 1/2 ° J BOLTS 1@32" 2x4 P.T. PLATE AND BOTTOM
J" BOLT ,@ 32" O.G. WALL BOARD STAGGERED, BLOCK O.C. MAX %" EMBED.
z" GYP.D ALL EDGES, STUDS a)1(o" O.C. No.% �" MAX FROM E.A. END
I yid" SCREWS TYPE W OR S. FASTEN REFER TO FOUNDATION
4" O.C. PANEL EDGES AND FIELD.- AND LOCATION
TING SIZE I
VSTRAP TOP PLATE HEADER • E XT. FRAME AME WALL CONN.
SIMPSON SPI OR SP4 CRIPPLES TOGETHER W/ ji
TO 5LOCK WALL DETAIL
TOP PLATES TO STUD LTSA 12 MIN. U.N.O. 5EARING WALL " ° 1/2"=1'_011
CONNECTION AT 16" O.C.
2x4 5TUD5 ,@ 16" O.C. c'' II i�UJI 1 I #2 (OR BETTER) 5YP OR SPF 3 L L'L . 1/�" =1' -�"
MID SPAN BLOCKING ST�1
BETWEEN EA. STUD C1/*5 IN TIE BEAM
BAR IN PRECAST LINTEL
ANCHOR BOLTS KNEE WALL ON TOP ALL. LAPS 4a BAR DIAMETER MIN.
PER PLAN '�z GYP. BOARD OF CMU WALL 1-1/2" • 1'-0" ��fK
IMPSON SPl OR SP4 Om (2�'S s VERTICAL
IN GROUT FILLED
NOM. S" KNOCK -OUT z (1)#5 CONT. IN TIE CELL
HURRICANE CLIPS 16" O.C. RUNNING BAR BLOCK �� BEAM COARSE
VERTICAL IN
2x4 P.T. PLATE GROUT FILLED CELL
DOWEL LAPPED PROVIDE HANGERS TO HOLD
rFhREFER TO FOUNDATION WITH WALL REINF. GROUT COARSE SOLIIDM BAR IN PLACE DURING POUiR,
REFER TO MAN. SPECS. FOR
PLAN FOR FOOTING SIZE
AND LOCATION : . , . SPACING REQUIREMENTS
NOM. all CMU
INC. LOAD 5RG. WALL,
1 2 I 0 Y� WALL A!� 1� BLOCK BELOWE EN 15 NO �N
REQUIRED TO BE FILLED
LZ 05 CORNER BAR
NOTES: GROUTED CELL NOTE: ALL NOOKS AND SPLICES TO BE
WINDOW AND DOOR ASSEMBLIES TO CONFORM NOTE: TIE BEAM COURSE MAY BE USED ILO of KNOCK -OUT CONSTRUCTED AND SLED PER NOTE5
TO FBG 2001 CHAfIONS B R 17 SECTION LLB TYP. CORNER \ DER-}-• BLOCK TO ELIMINATE USE OF DANGERS, 2" COVER MUST REMAIN
ALL CONNECTIONS BY OTHERS SHALL BE 8 I, YI
CAPABLE OF RESISTING THE DESIGNATED WALL REINFORCING
WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN).-g- } -p-
2X PT BUCKS/NAILERS SHALL EXTEND B1=YOND NT5 12 TIE 5EAI I D I L. 11/2 11 1'-011 1(0 ��I NTS
RFACE OF WINDOW, FASTEN
RE5AR DEBUCK TO MASONRY W/I/4"X3" TAPCON5
6" FROM EDGES AND 1(a" O.C. MAX.
BUCKS LESS THAN 2X TO BE FASTENED
W/CUT NAILS OR EQUIVALENT, STRUCTURAL
CONNECTION OF WINDOW TO STRUCTURE 2 X 6 X 12 P.T. of OPENING
BY OTHERS IN THIS CASE. CENTER BUCK
P EDGE') 1 1/2" EDGE 2 1/2" EDGE-)
WINDOW/DOOR
' I �/
2x4 STUDS IS" O.G. 2x4 STUDS ,w 16" O.G. 5UCK NOTES NTS • I Q COMMON Q X 0 x
*2 (OR BETTER) SYP OR SPF #2 (OR BETTER) 3/5" DIA. ANCHOR ll1
5YP OR SPF 1 1/2" ,
LTS-I(c,
'/z" GYP. BOARD
11/2" GYP. BOARD
PRE - ENG.
PRE - ENG.
FLOOR SYSTEM
FLOOR SYSTEM
M5TC-40
EA. STUD
2 " GYP. BD.
2 " GYP. BD.
STRAP TOP PLATE, NEADER V
STRAP TOP PLACE HEADER
51MP5ON SPI OR 5P4
CRIPPLES TOGETHER W/
SIMPSON SPI OR SP4 CRIPPLES TOGETHER W/
LTSA 12 MIN. U.N.O.
TOP PLATES TO STUD
LTSA 12 MIN. U.N.O.
TOP PLATES TO STUD
CONNECTION AT 16 " o.c:
CONNECTION AT 16" O.G.
� � N
2 X 4 P.T. TOP BUCK , 1/2" 1/4" W
IodX3,,"
• COMMON—Ll .(
- 2 X 6 P.T'. BUCK EACH 10dX3" X IV]. V
SIDE OF OPENING COMMON z z 2X6FAS(MIN. WISYP DTH) ATE J
OFF. SIDE U
Z THRII 1/I6" 0.8.5. 6WEAT141
3/8" DIA. J-BOLT W/ 5-1/2" EMBEDMENT U (L (L TO PRE-ENGINEERED TRUSS
• AT EACH DOOR BRACKET, EACH SIDE of � `n BELOW WITH 1i4"x4li2" SIMPSON NOTE:
-
SDS SCREWS 2X6 PLATE TO THIS DETAIL DEPICTS A
DOOR. PROVIDE 1-1/2" X 3/16" THICK `n dx3,, TOP CHORD OF EA. TRUSS BELOW TYPICAL VALLEY
FWASHER W/ EACH ANCHOR. X OFF. SIDE CONDITION AND 19 NOT
FASTEN CONVENTIONAL 2X VALLE SPECIFIC WITH REGARD
RAFTER FRAMING (OR PRE-ENGINEERED TO SIZE OF FRAMING
(2)2X4's (2)2X(o's (2)2XVs VALLEY TFJJWES) TO 2X PLATE WITH MEMBERS
SIMPSON H2S CONNECTORS (5-8d NAILS)
START �oTS F7ER 2X 51IL-U� STUD 11/2"=1'-luAT EACH RAFTER TO PLATE CONNCTION
GARGURB SCOLUMN DETAILS
17 TYi=. VALLEY CONNECTION NTS
g BUCK DETAIL NTS
4" BACKSPLASN
BUCK SPECIFIED BY --COUNTERTOP
2x4 STUDS a 16" O.G. 2x4 STUDS e IS" O.G. WINDOW/DOOR 5
#2 (OR BETTER) 5YP OR SPF 02 (OR BETTER) SYP OR 5PF MANUFACTURER
EXTEIND TO
MID SPAN BLOCKING MID SPAN BLOCKING NOTE: ARCHLESS WINDOWS SIMILAR 1# 5 BAR CONT. " PAST BASE=
BETWEEN EA. STUD BETWEEN EA. STU '' II WINDOW
� � f III 7/16 O.S.B.
6 ��C1"'T WII�I�OW 2x8's�12" O.C. o'. MTL. STUpB @ I�"
FRAMING DETAIL NT BUILDING WRAP
M5TAM-24 EA. SIDE I/2" M.R. GYP. BD.
ANCHOR BOLTS
OF EA. STUD TO CEMENTITUOU5 FINISH
ANCHOR BOLTS TIE BEAM BELOW CERAMIC TILE -
'�z" GYP. BOARD PER PLAN 'iz" GYP. BOARD CEMENTITUOUS WATERPROOF /
PER PLAN � TIE -BEAM -
IMP50N SPI OR 6P4 IMPSON $PI OR SP4 HOLD O.S.B. BACK 3/16" FINISH STOP SEALANT
HURRICANE CLIPS to 16" O.C. NURRIcANE cLIPS v IS c.c.
2x4 P.T. PLATE 2x4 P.T. PLATE PR�cAs D FLASHING BASE CABINET °0
HEADER 2X5 PT BOT. PLT.
REFER TO FOUNDATION REFER TO FOUNDATION [(k PT HAILERS A5 REQ'D. i�
PLAN FOR FOOTING SIZE PLAN FOR FOOTING SIZE 2 J-BOLT W/SIM�PSON CUB
AND LOCATION AND LOCATION S" CMU WALL LBPS'i2 WASHER 32" O.C.
� It ' I' MAX.(MIN. -i" EMBED.)
*I-}- WALL,
f' IN I • LOAD 5RG. WALL/ POURED CELL W11 #5 BAR �,2" GYP. BOARD CEMENTITUOUS FINISH
19 (I `t I LOAD I���. W�L L � 2 2 CONT. FROM BEAM TO
2 STORY, WALL ASV S�O��' FOOTING.
BUCK SPECIFIED BY I '� I *I I Q WINDOW/DOOR CO1.�#I `TER/ I U5
/-� MANUFACTURER �'� *WALL
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2x4 ELKS.
EXT. SHEATHING
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WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT PUMAN ERROR
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
2X4 BLOCKINGaEA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2'-0" MAX.) END NAIL W/(2)16d
NAILS EA. END (2)16d NAILS PLT. TO
2X4 OUTLOOKERS STUD TOP4BOTTOM(TYPJ
,@24" O.C. MAX. 2'-011 :M:,4X (ENE) NAIL PLTS. TO STUD)
1/16" O.S.B., NAIL
PER NAILING SCHEDULE -7 � SIMPSON H-10(TYPJ
END NAIL EA. OUTLOOKE
W/(2)16d NAILS TO TRUSS �
DBL. 2X6
� `
�
/2X FACIA, END NAIL
TOP PLT.
W/(2)16d NAILS/oEA,
OUTLOOKER
HOLD WALL DOWN 31i2"
PRE-ENG. ROOF TRUSS
FOR OUTLOOKER5
O.S.B. NAIL
1'-9" MAX
�1116"
PER NAILING SCHEDULE
" GYP. BOARD
CEILING NAILER
AS REQ'D.
1/2" CxYP, BOARD
2Xo'slR16" O.G. W/FULL
DEPTH BLOCKINGa
S'-O" O.C. MAX.
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER NIB-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
GA5LE ENDOVAULTED CEILING
(5ALL®ON FRAMED WALL)
WALL PLANE
APPROVED MOISTURE BARRIER
NOT LE55 THAN NO. 15 FELT
OR KRAFT WATER PROOF COVERING
MIN. 2G GA. GALV. STEEL
CONT. FLASHING
ASPHALT SHINGLES TO HAVE SELF -SEAL
STRIPS OR BE INTERLOCKING AND CONFORM
WITH ASTM D 255 OR ASTt l D 3462
UNDERLAYMENT TO CONFORM WITH
ASTM D 22rv, TYPE I, OR ASTM D 48C 9
TYPE I.
SHEATHING PER
PLAN
BEAUTY SHINGLE GLUED
UJ/ MASTIC OVER FLA64I
NOTES:
I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP
(UPPER LEVER OVER LOWER LEVEL) 4 6" LAP AT VERTICAL JOINTS
FASTEN PER MAN. SPECS.
2. UNDERLAYMENT APPLICATION -
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT EAVE ( PARALLEL) PROVIDE MIN. 2" LAP
W/ SUCCESSIVE LAYERS.
FASTEN PER MAN. SPECS.
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO
BE MIN. 12 GA.0/4" CORROSION RESISTANT ANNULAR
RING SHANK OR COIL ROOFING NAILS THROUGH 32 GA.xl5iB"
DIAMETER TIN CAP.
3. ASPHALT SHINGLES -
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
I" FROM EA. EDGE m 12" O.C., NAIL ROW TO BE
LOCATED APPROX. 55/8" FROM LOWER PORTION.
ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GA.xl"
CORROSION RESISTANT ROOFING NAILS IU/ 3%° HEAD.
USE ROOFING CEMENT FOR MAN. SPECS.
4. DRIP EDGE -
MIN. 26 GA. GALV. STEEL AND OVERLAP A MIN. OF 2"
DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES
AND EXTEND BACK TO THE ROOF MIN. 2"
DRIP EDGE TO BE FASTENED IU/ MIN. 12 GA. CORROSION
RESISTANT ANNULAR RING SHANK NAILS a 12" O.C. MAX.
5. FLASHING -
MIN. 26 GA GALV. STEEL FASTENED PER MAN. SPECS.
6. VALLEY LINING(CLOSED VALLEY) -
PROVIDE (I)LAYER OF 3io" WIDE ASTM D 1910 COMPLIANT
UNDERLAYMENT
O,SHINGLE / FLASHING
DETAIL
PROVIDE MIN. 2(v GA.
GALV. STEEL DRIP EDGE
2X4 BLOCKINGQEA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2'-0" MAX.) END NAIL W/(2)16d
NAILS EA. END (2)1G d NAILS PLT. TO
2X4 OUTLOOKER S STUD TOP4BOTTOM(TYP.)
1,D24" O.C. MAX. 2'_0 MAX. (ENE) NAIL PLTS. TO STUD)
7/16" O.S.B., NAIL If
PER NAILING SCHEDULE -7 r5lllP50N H-IO(TYPJ
END NAIL,�A. OUTLOOKER
W/(2)16c1 N IL5 TO TRU55—
PRE-ENG. ROOF TRU55
DBL. 2X8
TOP PLT.
2X8's6I(o" O.C.
1'-9" MAX.
" GYP. BOARD
CEILING NAILER
AS REQ'D.
1/2" GYP BOARD
ON Pr. FURRING -
m 4xFACIA, END NAIL
W/(2)16d NAILS-xEA.
OUTLOOKER
HOLD WALL DOWN 31i2"
FOR OUTLOOKER5
1/16" O.S.B., NAIL
PER NAILING SCHEDULE
lie" J-BOLT W/SIMPSON LBP61i2
WA3HERe32" O.C. MAX.
(MIN. (o" EMBED.)
---CMU WALL BELOW
L5TA-24 W/((o)3/16"X1-I/4"
SIMPSON TITENS TO CMU
(TYP. EA. STUDXEA. SIDE)
REFER TO FLASHING DETAIL
FOR FLASHING REQUIREMENTS
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
GA5LE END aVAULTED
CE IL ING(CMU WALL
2x4 BLOCKS, (2) Iwd NAILS a EA.
END. BLOCK ADJACENT BAYS lw EA.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/Sd NAILS
m 6 " O.C. f -1
GABLE BRACING I, 48" O.C.
MAX. 45' FROM HORIZONTAL
10') BRACING NOT REC,�.'p
WITHIN 6'-0" OF EAVES
PT 2X8 PLT., CANT. FOR CLC;.
NAILING SURFACE
PROVIDE 16d NAILS GABLE ENE)
TRUSS TO PLT w12" O.G. MAX.
CONT. 2X4
3/4" =1' -o"
` 2X4'5 m 24" O.G.
REFER TO PLANS FOR
EXACT SIZE OF O.H.
`PRE-ENGINEERED GABLE
END TRUSS
GABLE END SHEATHING
FASTEN PER PLAN.
SPLICE AS REOD.
SIMP60N A236EA.
BRACE TO PLT.
1/2" J-BOLTS W/WASHERS(MIN. (o"
EMBED) MIN. 6" FROM EA. END AND
32" O.C. MAX.
LSTA-12e24" O.C. BOT. OF PLT. TO
GABLE TRUSS, ATTACH STRAP TO PLT.
BEFORE PLT. 15 INSTALLED
TIE BEAM COURSE
W/(1)S CONT.
CMU WALL
BELOW
2 CMIJ WALL GA15L E END W/FL Ai CLG.
`l I J
2x4 BLOCKS, (2) 16d NAILS v EA.
END. BLOCK ADJACENT BAYS w EA.
DIAGONAL AS SHOUJN. FASTEN ROOF
SHEATHING TO BLOCKS w/Sd NAILS
,._ 11
3 Cx45LE ENDaFLAT CEILING
(BALLOON FRAMED WALL)
2X4
OUTLOOKER5 m 24" O.0
H-10 m EA. TRUSS
PROVIDE 2x4 BLOGKING
ABV. GABLE TRUSS m EA
OUTLOOKER.
GABLE TRUSS HELD DOWN
311/2" FOR OUTLOOKER5.
GABLE END SHEATHING
FASTEN PER PLAN.
SIMPSON HGA-10'w
48" O.C.
DBL. 2x4 TOP PLT.
SIMPSON H-10 DIAGONAL
TO TOP PLT.
FASTEN SIDE WALL
SHEATHING PER PLAN.
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