1810 SELVA GRANDE 2014 PLANS INTERIOR REMODEL >
DESIGN CRITERIA: z
USE ASCE7 DESIGN CODE FBC OF 201OR EDT. 0)
ROOF DIAP�IRAGM cl-
Location: NOT IN WIND-BORNE DEBRIS AREA 00
FRONT: l391/"-II"= 175-6 plf ENGINEERING- rl-
1
Wind Load =130 MPH REAR: 1391/7'-11"= 175.6 pit CQ
Exposure B Wind North/South LEFT: 588.2/lt*- 3"= 41.28 pIf Qc�
Catagory = 11 C4
Importance Factor = I RIGHT: 588.2/14'- 3"= 41.28 pif C\2 D BRACKETT C)
Enclosed Building
Internal Pressure Coef. =+/-0.18 Use: 7/16" APA Rated Sheathing w/ 8d RING SHANK nails CD z
6" o.c. on edges & 6" o.c. on intermediate framing. 0 101. and ASSOCIATES 0
Basic Wind Pressure = 25.74 PSF 0 Q �2
N >
Roof Pitch: 6/12 < 30* ANCHOR BDLTS 0) C\2
All beams, (irders, trusses roof reactions CD C.A. NO. 00009714
c FRONT: 7'-Il'/I39l(.2x4,2O0)xl2 = 57.40" o.c.
and uplift.oads are rUrovidled by the L0
truss man facturer. NO) REAR: 7'-1l"/l39I(.2x4,20O)xI2 = 57.40" o.c. 0 1650 MARGARET STREET, 302-364
LEFT: 14'- 3'/588.2(.2x4,200)xl2 244.2" o.c.
Mean Roof Height = 10.00 +10.00 /2 = 15.00 JACKSONVILLE, FLORIDA 32204
Edge,,Strip Coeffic'e L RIGHT: Il'- l"/588.2(.2x4,20O)xI2 189.9" o.c.
me er f: f R -7879
S 10% o 7 -11' = 0.79 PH. (904) 821 >
or 40% of i5m = ppo 4
0
Therefore End Zone "X' = 2Z = 2( 0.79) 1-58 Use: 1/2" DEA 9" Long ANCHOR BOLTS, on exterior walls
w/ 2" x 2" x 1/8" washers. For interior bearing walls
WIND SIDE TO SIDE
Front Wind Wall= 7.13 1/2" x 8" Red Heads are optional.
((6.00)(1.26)(25.74)+(0.94)(25.74)(1.13))10.00/2 FRAMER TO PLkCE CUT NAILS OR 0.14 X 3" C0
SHOT PINS AT 24" O.C. AROUND PERIMETER FOR LATERAL LOADS. 11
((6.00)(0.56)(25.74)(3.00)/2)+(0.79)(25.74)(1.13)(6.50)) =279.1# AND TWO ON EACH SIDE OF PLATE BREAKS. C)
C0
=1391# 41 C\2
C\2
SWS = 7'-11" JOB INFORMATION- E C\2
W Cf)
COMPONENFS & CLADDING FOR ALL SIDES W 'A
Shear = 1391 #/ 7'-11" = 175.6 plf E_ f)� ra.
Hold Down = 175.6 x 10.00 = 1756 # uplift INTERIOR F OPENING IS >0.79) = 1.58 co F-' ':�
Use HD1 Connectors. If HD-3 Use DBL studs at edges. ZONE 4 FROM CORNER PL N CARPER RESIDENCE 1:d
AREA + PRESSURE -PRESSURE W Cf)
Use: 7/16" APA Rated Sheathing w/8d's 6" o.c.
0- <10 >
30.40 -33.00
on edges and 12" o.c. on intermediate framing. - <20 29-00 -31.60 1: D
U) U)
10 OJEC 4Z cf) = 0
/0
Rear Wind Wall= 7.13 20- <50 27.20 -29.80
50- <100 25.90 -28.40
((6.00)(1.26)(25.74)+(0.94)(25.74)(1.13))10.00/2 =1112 100- <500 22.70 -25.20
U0 Co
((6.00)(0�56)(25.74)(3.00)/2)+(0.79)(25.74)(1.13)(6.50)) =279.1#
END ZONE IF OPENING IS < =0.79) - 1.58
ZONE 5 FROM CORNER
SWS = 7'-11" AREA + PRESSURE -PRESSURE
0- <10 30.40 -40.70
Shear = 1391 #/ 7'-11" = 175.6 plf C)
10- <20 29.00 -38.00 (D
Hold Down � 175.6 x 10.00 = 1756 # uplift 20- <50 27.20 -34.30 CD
Use HD1 Connectors. If HD-3 Use DBL studs at edges. 50- <100 25.90 -31.60 6
Use: 7/16" APA Rated Sheathing w/8d's @ 6" o.c. 100- <500 22.70 -25.20 z
on edges and 12" o.c. on intermediate framing-
Left Wind Wall= 3.96 DOUBLE SHEA? WALLS:
((6.00)(1.26)(25.74)+(0.94)(25.74)(-2.04))10.00/2 =726.1 USE DOUBLE iOLD DOWNS U-
((6.00)(0.56)(25.74)(3�00)/2)+(0.79)(25.74)(-2.04)(6.50)) =-140# HD-# FOR DEL. SHEAR WALLS. INDEX OF SHEETS: z <�
=588-2# COMPONENrs & CLADDING Cn E- 0�
FOR OVERIIANGS W rMl W
SWS = 14'- 3" COVER SHEET------------------------------- 1 E- E-
ZONE 2
Shear = 588.2 #/ 14'- 3" = 41.28 pif AREA -PRESSURE CALCULATION SHEET-------------------------- 1 0
V)
Hold Down = 41.28 x 10.00 = 412.8 # uplift 0- <10 -51.5 FOUNDATION PLAN--------------------------- FTG
Use HDI Connectors. 10- <20 -50.0 BEARING WALLS & SHEAR WALLS ---------------S-1
Use: 7/16" APA Rated Sheathing w/Eld's @ 6" o.c. 20- <50 -47.9
FRAMING DETAILS E-
50- <100 -46.4 -----------------------------S-2 E- co
on edges and 12" o.c. on intermediate framing. E_
CONNECTOR & UPLIFT SCHEDULE ---------------S-3 W
ZONE 3 GENERAL NOTES & PRODUCT APPROVAL----------S-4
Right Wind Wall= 3.96 AREA -PRESSURE
0- <10 -51.5 C4
((6.00)(1.26)(25.74)+(0.94)(25.74)(-2.04))10.00/2 =728.1 10- <20 -50.0 (M
((6.00)(O�56)(25.74)(3.00)/2)+(0.79)(25.74)(-2.04)(6.50)) =-140# 20- <50 -47.9 E-
=588.2# 50- <100 -46.4
SWS I I' I ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE
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IF 7/16" APA Rated Sheathing is used then use PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OT� EMQ44q�D-WETHOIJ ��-TUi--WRL-L-.IEbL-,AEPR,O�VA�9 OF
Shear = 588.2 #/ 11' 53.09 plf w/ Eld's Common or Box nails (0.131*) @ 6" o.c. �V� a
jy��CKETT AND ASSOCIATES IN T RVeq11f,.1TT
Hold Down 53.09 x 10.00 = 530.9 # uplift on edges and 6" o.c. on intermediate framing. ...... Z.
EuEWK W-311ril WIA" h-44V&TJQT4VA/5'&'t,A
Use HD1 Connectors. VA-t-livy
on edges and 12" o.c. on intermediate framing. TLANTIC BEACH Ado
Use: 7/16" APA Rated Sheathing w/8d's @ 6" o.c.
Cff'VOFA
NFL,PEWITS FOR ADDITIONAL
Rff�QIJIRENIENTS AND CONDITIONS.
TWIVILIWEI)BY: DME:/0-7-L/ 05�'09/2Oi4
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�u o 3-#4 OR 2-45 BAR CONT. CONVENTIONAL FRAMING (UNO) w > 1-ZI
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L- DENOTES A SHEAR WALL SEGMENT xx'sws USE #2 SYP E-
161 12- 1 ONE: STORY ------ ROOF: Y) E-,
DENOTES WINDOW AND DOOR OPENINGS RIDGE: = USE 2XIO
161 16- 1 TWO STORY E-
DENOTES A FRAME OPENING HEADER SCHEDULE [Al VALLEYS: = USE 2X8 CT-1
I I r----------- RAFTERS: USE 2 X 6 0 24" O.C. >
\�STEP FTG. FOR OPT. BRICK DENOTES CONVENTIONAL FRAMING ----------- CLIP END OF RAFTER W(USP) Z
OPTIONAL MONOLITHIC FOOTING DENOTES ALLTHREAD SPACING (FEET) (1) RT-7 W/B-Eld'� MIN.
f A A X C)
SCALE: N.T.S. A DENOTES 1/2"0 ALLTHREAD LOCATION o FLOOR JOIST: USE 2 X 8 0 24" D.C. C()
FOR SPANS LESS THAN 8'
CEILING JOIST::USE 2 X 6 @ 24" O-C c:)
IT-------------- WEB MEMBERS USE 2 X 4 0 1/4 PTS 06
------- USE (2) MIN. 16d COM. NAILS Ar
FRAMER TO ANCHOR LOAD BEARIN END OF EACH MEMBER
BOTTOM PLATES PER 2010 FBC
ALLTHREAD ANCHORS ARE EMBEDED IN EPDXY CD
THAT COATS RODS BELOW THE TOP OF SHOE P.F. c:)
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PLATE TO PREVENT LOSS WHEN TREATMENTS OTHER
THAN BORATE IS USED IN PRESSURE TREATMEN_. I
IF ACO TREATMENT IS USED ON SILL PLATE z
ALL NAILING INTO SILL PLATE SHALL REQUIRE
HOT-DIPPED GALVANIZED NAILS MEETING ASTM
A 153 SPECIFICATIONS IF BORATE TREATMENT 11 ----------------------------
IS USED GALVANIZING IS NOT REQUIRED
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ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINC� I n I c;d
PROPRIETARY AND CAN NOT BE USED. TRANSFERED, ( 11 E-
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPR( If E-
BRACKETT AND ASSOCIATES. INC. OR CHARLES T. BRA If
E-
E-
THESE STRUCTURAL SHEETS ARE TO BE WORKED WETH THE DESIGN PLANS
AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. SEE ----------
DESIGN PLANS FOR ALL DEMINSIONS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS --------------------------
AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE. -----------------------
F
SEE 'S-2' FOR FRAMING DETAILS AND DESIGN SPECIFICATI04S.
SEE 'S-3' FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS.
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SHEAR WALL DESIGN: co
Fron t: USE 7/16" OSB W/8d's @ 6" O.C. ON EDGES & rx_
12" O.C. ON INTERMEDIATE AND WITHIN 12"
USE HD-HDI @ EACH END OF SWS. If HD-3 Use DBL tuds at edges.
Rear: USE 7/16" OSB W/8d's @ 6" O.C� ON EDGES &
12" O.C. ON INTERMEDIATE AND WITHIN 12"
USE HO-HDI @ EACH END OF SWS If HD-3 Use DBL sLuds at edges. 0
Left: USE 7/16" OS8 W/8d's @ 6" O.C. ON EDGES &
12" O.C. ON INTERMEDIATE AND WITHIN 12"
USE HD-HD1 @ EACH END OF SWS.
Right: USE 7/16'* OSO W/8d's @ 6" D.C. ON EDGES &
12" D.C. ON INTERMEDIATE AND WITHIN 12" co
USE HD- HDI @ EACH END OF SWS.
c\1 E_
TO Ex I STING PORCH 0 Y) �t
BEAMS NAIL TO TOP cl) -CC
PLAT OF WALL WITH C\2
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7-11" SWS 16d's COMS @ 8' OC, E- C\2
1 CONVENTIONAL FRAMING (UNO) w > c')
TO EXISTING PORCH (2)2XI2 TO MATCH DENOTES A SHEAR WALL SEGMENT XX'SWS USE #2 SYP w
AMS NA --------
HE IL To Top u I EXISTING EXTERIOR DENOTES WINDOW AND DOOR OPENINGS ROOF: E-
PLAT O� WALL WITH I PORCH BEAMS NAIL RIDGE: = USE 2XIO
l6d's Coms @ 8, OC. T TOP PLAT OF WALL DENOTES A FRAME OPENING HEADER SCHEDULE VALLEYS: = USE 2X8 E, 11Q
WITH l6c'S @ 8" OC cf)
RAFTERS: USE 2 X 6 0 24" O.C. C4
DENOTES CONVENTIONAL FRAMING ----------- CLIP END OF RAFTER W(USP)
(3) (1) RT-7 W/8-8d's MIN. -4 >
FRAMER TO ANCHOR LOAD BEARING DENOTES ALLTHREAD SPACING (FEET) X 0
DENOTES 1/2"o ALLTHREAD LOCATION FLOOR JOIST: USE 2 X 8 0 24" O.C.
BOTTOM PLATES PER 2010 FBC FOR SPANS LESS THAN 8' C)
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ALLTHREAD ANCHORS ARE EMBEDED IN EPDXY \D I I CEILING JOIST: USE 2 X 6 0 24" 0.C.
TOP OF SHOE P.T. ------------------------ WEB MEMBERS: USE 2 X 4 0 1/4 PTS
THAT COATS RODS BELOW THE r----------------------- 0 cf) <
PLATE TO PREVENT LOSS WHEN TREATMENTS OTH7R USE (2) MIN. 16d COM. NAILS AT u') cc)
THAN BORATE IS USED IN PRESSURE TREATMENT. END OF EACH MEMBER C0
(2)2XIO-2/1
IF ACO TREArMENT IS USED ON SILL PLATE
ALL NAILING INTO SILL PLATE SHALL REQUIRE
HOT-DIPPED GALVANIZED NAILS MEETING ASTM 11 0)
0
A 153 SPECIFICATIONS IF BORATE TREATMENT 0
IS USED GALVANIZING IS NOT REQUHRED 0
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ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS 'RE U)
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PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR E_
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROV, L OF If
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BRACKETT AND ASSOCIATES, INC, OR CHARLES T. BRAC�\]E
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THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS w cj)
AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. SEE
DESIGN PLANS FOR ALL DEMINS[ONS. CONTRACTOR IS TO VER FY ALL DIMENSIONS
AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE.
m
SEE 'S-2' FOR FRAMING DETAILS AND DESIGN SPECIFICATIONS.
SEE 'S-3' FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS.
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05 /2014
S-1
(1) RT7 OR H2.5A
OR EQUAL 8'-0' MINIMUM EXTERIOR STUD SPACING W/ BRITTLE FINISHE
HEADER 2X4 BLOCKING(TYP)
E� >———
STUD SPACING FOR ALT ALT, W/2-16d' u W
PRE-ENG. CABLE EXTERIOR BEARING WALLS NO. I NO. 2 z or_�
CEILING NO. 2 SPF NO. 2 SPF NO. 2 SPF --------------------
TRUSSES 2 24' O.C, HEIGHT .. ........
PRE-ENG GABLE SS 2X4 2X6 2X8 (2) 2X4 (2) 2X6 00
END TRUSS ---7 3 X-BRACING OF (2X4) MID — [,-
7/16' OSB SHEATING — AND 1/4 POINTS I OF S GABLE N ENDS I< 30' 8 FT 16 16" 16" 16 16" 1 E4
NA L W/8ci COMMON @ 4 O.C. NA[l W/3-16cl N AL @ CO NCCT DNS WINDOW NAILING FIN 7,
ON INTERIOR FRAMING FOR CABLES > 30' BRACE 2 81 O.C. 9 FT 16" 16" 16" 16" 16 SHOWN DASHED CC)
CIRCLETOP It
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10 FT 12" 16" 16" 16" 16" TRANSOM w
USI 2X4 DIAPRAGM FRAMING z
2X4 BLOCKING W1 2 48' D.C. FOR F[RST 8' ENDING WHERE ANCHOR (TYP.) 2
(2) 12ci's 2 EA. END VE�T. HT. FROM TOP TO BOTTOM CHORD 11 FT NA 16" 16" 16" 16" DENOTES SCREW LOCATION CD
IS 2' OR LESS
C\2
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MSTA30 @ 4' O.C. 12 FT 12" 16" NA 16"
NAIL TOP BTM. CHORD TO ALLOON �A
STUD W/(2) 10d's MIN. 2 EA(H STUD
& TO 2X4 BLOCKING AT 61 0 C. ROOF NOTES: 13 FT NV 12" 1 16" \NA 16" 2X BLOCK�=.)
SECTION @ CORNI',R TYP:CAL ROOF CABLE OVERHANG TO BE 42" UNLESS OTHERWISE NOTED. 14 FT Nl/ 'C'" 16" LL_ P4
1 24'
2X4 @ 16' O.C. STUD WALL 2. TYPCAL ROOF,EAVE OVERHANG TO BE 1'4" UNLESS OTHERWISE NOTED. x1l
W/ 2X4 TOP & BTM. PLT. 3. PROVIDE AND NSTALL FLASHING AS PER NATIONAL ROOFING AND >
SHEETMETAL ASSOCIATION STANDARDS AND/OR ACCEPTABLE INDUSTRY 15 FT 16" NA 16" 6' 4
HDI INSURE CORNER IS NAILED STANDARDS. — 0
W/10cl' MIN. @ 8' D.C. 4. ALL ROOF TRUSSES. GIRDERS. BEAMS, HEADERS. ETC. TO BE SIZED BY
TRUSS MANUFACTURER AND SIGNED AND SEALED BY A FLORIDA
16 FT NA
1110-- REGISTERED ENGINEER. A NA —L-'-Ll�ELEV�ATIQN OF�CIRCL�ETQP F�RAMING
S. ROOF PLANS FOR REFERENCE ONLY. DESIGN AND DETAILS TO BE FOR ALL EXTERIOR BEARING WALLS W/ 7/16' APA SCALE:NTS
HDI e EA. CORNER & 6'O.C. MAX. PROVIDED By TRUSS MANUFACTURER. NOTES
6. SEE TRUSS SHOP DRAWINGS FOR REQUIRED CEILING DIAPHRAM. RATED SHEATHING OR BETTER
(UNLESS NOTED OTHERWISE) 1) DESIGN PRESSURE CAPACITY OF WINDOW & INSTALLATION IS 40.0 PSF.
NAIL W/ Bcl's SPACED ACCORDINGLY TO THE NAIL m
SPACING CALCULATIONS PROVIDED ON THE COVER SH 2) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH I E-
PLAN AT CORNER EET TWO BY WOOD STUDS, USING #8 SCREWS OF SUFFICIENT LENGTH TO C\l
PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6" MAX. c:)
(n -tic
FROM CORNERS & 24" D.C. MAX. BETWEEN. r4 C\l
GABLE END BALLOON FRAMING C\2
3) INSTALLATION ACORDING WITH GENERAL ALUMINUM CORP. 1INSTALLATION li__� :4 C\l
SPECIFICATIONS ON OWG. # GEN0026 DATED 3/11/02 > CID
HURRICANE CLIP e EA. TRUSS LOCATION E-
HEADER SCHEDULE (UNO) TRUSS TIE TO TOP PLATE SEE UPLIFT SCH. 2X4 DIAGONAL BRACING ON VERT. ROOF P, c�
ABOVE SHEAR WALL W/3-12d's MIN, E- cf) z
TYP, LENGTH HEADER TYPE r4 F4
BOTTOM TRUSS CHORD TRUSS nt� >-� _l
A Q- 4- (2) 2 X 6 W/1/2' PLYWD/OSB BETWEEN MINIMUM HEtDER STUD REQUIREMENTS (UNO)
- UNSUPPORTED S MAXIMUM HEADER SPAN (ft.) Z
B 4- 6' (2) 2 X 8 W/l/2" PLYWD/OSB BETWEEN 2 X 4 @ 24" D.C. NAILED ct� cf) 0
WALL HEIGHT SP III G 3' 6' 1 9' 1 12' 1 15' 1 18' TO TOP PLATE
- B. (2) 2 X 10 W/l/2' PLYWD/CISB BETWEEN —
_�
8- 12' (2) 2 X 12 W/l/2' PLYWD/OSB BETWEEN NUMBER OF HEADER STUDS �j_lyn 0 <
16' 1(2) 1 3/4- X 16 SUPPORTING END OF HEADER —1 AL GOTT M CHORD OF TRUSS L0 GO
D_ - LVL To 0
GARAGE FRONT ENTRY 2 1 2 1 2 2 DBL. 2X4 #2-PINE TOP PLATE MIN. 2 X 4 W/2-8d's EA. END cl)
GABLES END OR I> (2) 2XI2 W/l/2' PLYWD PLITCH SHEAR WALLS ONLY (MIN.) UNO. X T. WALL OR INTERIOR SHEAR WALL
I(OPT NUMBER OF FULL-LENGTH STUDS NAIL 7/16' APA SHEATHING W/ 8D COMMON AT 4' O.C. ON SEE SHEAR WALL HOLD DOWN HDtt ON SHEET S-1
HIP TRUSS 2) SYS-42 BY TRUSS MFGR. AT EACH END OF HEADER EDGES AND 12' O.C. AT INTERMEDIATE FRAMING (UNO). BLDICKING DETAIL 'A' 0)
F PET:
(OPT 3) 3-1/2' X 12-5/8' LAM BEAM �,2�' 2 2 3 3 3 3 WALL PARALLEL TO TRUSSES 0
10' OR LESS 2 2 3 3 3 3 0
GARAGE SIDE/ COURTYARD ENTRY 1 24. 1 2 2 2 2 2 DBL STUDS AT ENDS OF SHEAR WALLS NTS 0
NO CONCENTRATED LOADS 2' 2 2 3 4 5 5 CD
/B6N��l 3 - 112" X 1 0. 1
GREATER I
�NC TORY 4' LAM BEAM THAN 1 �6' 2 2 3 3 4 4 ROOF
TWO STORY 1 (2) 1 3/4- X 16- LVL 24" 1 2 2 2 3 3 INTERIOR SHEAR WALL SECTION z
NTS rRUSS
CONTINUOUS u
TOP PLATE (2) i X6 TOP PLATE 12d NAI LS 2x BLOCKING 7
0 8" O.C� (i
GARAGE DOOR "1 (2) ROWS 12d's 0 8' O.C. z
HEADER SEE TRUSS ENGINEERING FOR
MAX SPACING OF BRACING 7/16" OS8, FASTEN TO cd
NAIL 2X6'S TOGETHER BLOCKING W/8d's 6" O.C. r4
t S NG 16cl NAILS e E-
15' O.C. STAGGERED 2X4 SPF (OR BTR> BLKNG EXT. WALL OR INTERIOR SHEAR WALL < E—
(3) 2X6 FULL LENGTH ALL PANEL EDGES u �4
BLOCKING DETAIL '13" 0
(2) 2X6 UNDER GARAGE 2XIS SPF BLKNG AT JX4 SYP CONT. BRACING WALL PARALLEL TO TRUSSES cn
DOOR HEADER (UNO) USE 7/16' OSB OR ALL EXT WALLS NAIL W/(2) 10cl TO EA TRUSS _ct
PLYVOOD SHEATHING ON wl 12cl 6' o.c. 3/8' APA SHEATHING DO NOT SPLICE. OVERLAP FTS 46
BOT4 SIDES W/Bd COMMON NAIL wl 8cl's 6' o.c. JOINTS (2) TRUSS MIN.
NAII�S 3" D.C. _/ - TRUSS E_
TRUSS
GARAGE RETURNS LESS THAN 3'-Q' ARE E-
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NOT APPLICABE FOR DBL. SWS HOLD DOWNS VINYL SOFFIT C TS X
SEE DETAIL FOR BELOV IX4 NAILER w/ (2) 10
(3) 2XIS KING STUDS EA 16' o.c. STUD
(1) 112' ALLTHREAD SHEARWALL BLOCKING STUD WALL �C
R EA SIDE OF CORNER 2X4 SPIT OR BTR (2) 12d's IN EA. STUD
- ------- 2XIS BUCK FOR GARAGE AT PORCHES NOT SPECIFICALLY IDENTIFIED WITH A NO
WITHIN 8' OF END STUD T E TRUSS / BLOCKING N
NAIL W1 12c"s TO 'SHEATH PORCH CEILING'. IX4 CONTINUOUS BRIACING 12d*s 0 8" O-C.
M IN. e 81 D.C. DOD? OPENER ON INSIDE ONLY
(TYPICAL) 16' MAX MAY BE USED IN CONJUNCTION WITH EITHER A VINYL
P M I
NET O.H. SOFFITT/CLNG MATERIAL OR EXTERIOR-GRADE GYPSUM OVER 16' 3/8' APA SHEATHING
112'0 ALLTHREAD W/ A B T 0
2X2(1/8' WASHER AT TOP CEILING BOARD ONLY IF RATED FOR THE APPLICABLE NET O.H. NAIL w/ 8cl L3 6' O.C. 7/16" OSB. F EN TO
10 T ASTEN@TC C U
6
W/ 7' EMBEDMENT DESIGN PRESSURES FOR THE SPECIFIC APPLICATION. THE BLOCKING W1 8d's 6 0 C.
,c
(ATTACHED TO EACH INTERSECTING TRUSS C
LESS THAN 2' 1X4 CONTINUOUS BRACING MAY NOT EXCEED 12'o/c BLOCKING DETAIL
OR 2X
4' CONCRETE SLAB F.T. 2XIS PLATE BLOCKING W/ (2) IOd NAILS), AND MUST BE APPLIED TO WOOD BRACING WALL PARALLEL TO TRUSSES
THICKENED AT EDGE----_ CEILING DIAPHRAM THE BOTTOM OF THE BOTTOM CHORD. EITHER MATERIAL NTS co--z
MUST BE ATTACHED TO THE 12'o/c IX4's AS PRESCRIBED (OPTION 13) co
--------- (OPTION A) IN THE INSTALLATION INSTRUCTIONS ASSOCIATED WITH <
THE SPECIFIC MATERIAL. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWNGS ARE
WHEN FRONT ENTRY GARAGE PROTRUDES 6' OR GREATER FROM HOUSE EITHER OPTION 'A/B' MAY BE USED PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF
GARAGE RETURN FRAMING TO BRACE BOTTOM CHORD OF TRUSS BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT 05-/"0/2014
SCALE: N.T.S TRUSS BRACING & OVERHANGS S-2
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INSTALLATION INSTRUCTIONS. OPTION �2 7/16" APA RATED SHEATHING cv
(2) LSTA12 W/10-10d's 1-112'
TIE DOWN TO BE INSTALLED BY W1 Gcl RING SHANK NAILS AT 6' O.C. ON EDGES
TOP PLATE TO HEADER STUDS 52,
AND 6' O.C. ON INTERMEDIATE FRAMING
BRACKETT SERVICES, INC. 0
ON PRE-ENGINEERED ROOF TRUSSES
CALL (904) 821-7879 TWO DAY's U L ATION
FN
TRUSS/BEAM TIE TO TOP PLATE SCH. u 2
BEFORE FRAMING & ROOF DRYIN L Ln
LSTA12 0 32" O�C. USE USP: (1) H2.5T FOR UPLIFT <-545# C\l >
C\l
TO SCHEDULE INSTALLATION.
USE ONE 112-0 OR 3/8-0 A307 STEEL THREADED ROD ON OPT. USE USP: (1) MTW12 FOR LIPLIFF <-10004
OPTION #2 OPT. USE USPt (1) MTW12 + (1) H2.5T FOR UPLIFT <-1545#
EACH SIDE OF ALL OPENINGS 6' OR GREATER. (2) MSTA30 HEADER/ HEADER STUDS
OPENINGS 8' OR GREATER USE 112"0 THREADED ROD AT EACH SIDE (UNE) OPTION 41 (ALLTHREAD ROD) Y�
OPENINGS < 6-0':
AND THEN AT 6' D.C. +/- 3' IN BETWEEN AND ALONG 3/8"0 & 2X2XI/8' WASHER
INTERIOR BEARING WALLS WITH UPLIFT LOADS, WITHIN 12' FROM W/ 7" EMBEDMENT MIN. DBIL. 2X4 #2-PINE TOP PLATE >
z
END OF SHEAR WALLS OR CORNERS (UNLESS NOTED OTHERWISE.) KING STUDS OPTIONAL: #1 0
HEADER STUDS co
USE ONE 1/2'0 OR 3/8'0 A307 STEEL THREADED ROD LR 6' D.0 USE ONE 112'0 A36 STEEL ALL THREADED ROD
-------------- SHEAR WALLS ONLY (MIN.) UNO. W1 2 X 2 X 1/8' WASHER & NUT AT TOP PLATE
NAIL 7/16' APA SHEATHING W/ SO COMMON AT 6' D.C. ON W/ 7' EMBEDMENT INTO SLAB AT 6' D.C. (UNO).
EPDXY INTO SLAB WITH 7" MIN. EMBEDMENT INTO SLAB
(WITH EPCON 7 REDHEAD ACRYLIC EPDXY, DR _�Nll 10IN11T011 EDGES AND 12' O.C. AT INTERMEDIATE FRAMING (UNO).
REGUIRED
WITH ACRYLIC TIE SIMPSON EPDXY, UNO) (TYP.)
co
AND THRU THE TOP PLATE SECURE WITH 1/2' HEX NUT I I
W/ 2 X 2 X 1/8" WASHER FOR UPLIFT <-2000tt OPTIONAL: #2 11 E-
(Z)
AND W1 3 X 3 X 1/4' WASHER FOR UPLIFT (-3750# OPTION #2 USE ONE 3/8'0 A36 STEEL ALL THREADED ROD cl)
112'0 X 9' ALLTHREAD STUBBY cn C\2
ADDITIONAL STRAPPING ON THE HEADERS IS ONLY NEEDED W/ 2 X 2 X 1/8' WASHER & NUT AT TOP PLATE C\l
OPTION t: WITH ONE 112'0 A36 STEEL ALL THREADED STUD i:Q C\2
TOTAL UPLIFT EXCEED 2000#'s AS INDICATED OPTION 02 SHEATHING TO SIT FLUSH W/ > c')
WHEN THE (2) MSTA30 (UNDER SHOE PLT) EDGE OF SLAB EPDXY W/ 7' EMBEDMENT IN SLAB @ 6' O.C. (UNO). I
ON SHEET S-3 OF FRAMING DETAILS. WITH A 1/2' TO 3/8' REDUCER COUPLING. �4 F4 41
OPTION 2: E-
ALL THE CONCENTRATED LOADS WILL USE A COMBINATION CANTILEVER BOTTOM PLATE OVER U) E-1 C:) 4i
OF THE ABOVE ALONG WITH ADDITIONAL STRAPS AS REQUIRED. HEADER TIEDOWN EDGE OF SLAB 1/2' AND EXTEND V) z _1
HTD SIDING I' BELOW BOTTOM OF PLT. >
THE TRUSS TO TOP PLATE CONNECTION WILL USE STANDARD TIE DOWN DETAILS WHEN x
7' �� < >
HURRICANE CLIPS AS SPECIFIED ON THE TYPICAL SECTION OPENING SPAN IS GREATER GRADE TO BE B" MIN. FROM B TTOM 0 Z
THAN ROD SPACING. (UNO) OF SIDING 1 (4 cf) 0
SEE TYP SECTION FOR TRUSS TO TOP PLATE GO co
TYP. WALL SECTION
A 0 cf) -tic
co
ALLTHREAD (ROD) CAPACITIES co
W/ REDUCTIONS FOR EDGE DISTANCE
CONNECTOR SCHEDULE
ALL PLANS. DETAILS. AND NOTES ON THESE DRAWINGS ARE
HOLD DOWN LOAD CAPACITIES FOR PORCH POST COLUMNS PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR 0
0
SHEAR WALL & CONCENTRATED LOADS NO. LOCATION _ TYPE FASTENERS UPLIFT OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF 0
HD-1 (1) 3/8'0 OR 112'0 ALLTHREAD ROD 18 HEADER TO COLUMN MTW12 LSTA12 (10) IOD x 1-1/2" / (14) IOD 1-1/2- 1195/1010 BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT 6
COLUMN TO SLAB ABU44 66 12-16D 2200 z
7" EMBEDMENT W/ 2'X2'XI/8' WASHER -2000# ig HEADER TO STUD (2)MTWI2 / (2)LSTA12 (1) IOD x 1-1/2" / (14) IOD 1-112" 2390/2020
HD-2 (1) 1/2'0 ALLTHREAD 2 7' EMBEDMENT STUD TO BOTTOM PLATE (2) TDI_5 OR TDLIO 4-16D 1880
W1 3'X3'XI/4' WASHER -3750# (1) TDL W1 1/2" BOLTS 1100 4 u
HD-3 (2) HD-2 _7500# u
z �D
CONNECTOR SCHEDULE HURRICANE CLIP 2 EA. TRUSS LOCATION
E-
TYPE FASTENERS UPLIFT TRUSS/BEAM TIE TO TOP PLATE SCH.
USE USP: (1) H2.5T FOR <-545# BOTTOM TRUSS CHORD
UPLIFT
SIMPSON SPF OPT. USE LISP: (1) MTW12 FOR UPLIFT <-1000# u
OPT. USE USP: (1) MTW12 0
+ (1) H2.5T FOR UPLIFT <-1545 U)
H2.5A co
10-8D -600 \ < 0
ALTERNATE HOLDDOWNS _IM
MTS12 14-IOD -1000
OPTIONS TOP PLATE BOTTOM PLATE UPLIFT 31 w
1 (2) MSTA30 (2) MSTA30 HTT16 DBL. 2X4 #2-PINE TOP PLATE E-
W/3 TAPCONS IN EA. 2190 18-16D -3955 SHEAR WALLS ONLY (MIN.) UND. w
NAIL 7/16' APA SHEATHING W/ 8D COMMON AT 6" D.C. ON OPTIONAL: #1 �4 , E- Z
EDGES AND 12' D.C. AT INTERMEDIATE FRAMING (LINO). USE ONE 112'0 A36 STEEL ALL THREADED ROD u
2 (2) MSTA30 SGP3 2405 HTT22 32-IOD -4165 W/ 2 X 2 X 1/8' WASHER & NUT AT TOP :4 - 0
PLATE 124
W1 7' EMBEDMENT INTO SLAB AT 6' O.C. (UNO). m 6
(2) MSTA30 W/ HTS20 24-IOD -1450 ,_%2
1-1/2" OPTIONAL: 42
3 (2) MSTA30 1/2" X 9- ALLTHREAD 3750 USE ONE 3/8'0 A36 STEEL ALL THREADED ROD E_
7" EMB WITHIN 12" OF SWS E-
W/ 3 X 3 X 1/4- WASHER W/ 2 X 2 X 1/8' WASHER & NUT AT TOP PLATE
I WITH ONE 112"0 A36 STEEL ALL THREADED STUD U
-�4
(3) MSTA30 (3) MSTA30 LTTI-31 18 - IOD -1350 EPDXY W/ 7' EMBEDMENT IN SLAB E? 6' D.C.
4380 1-1/2"
W/3 TAPCONS IN EA. — (UNO). WITH A 112' TO 3/8' REDUCER COUPLING.
MSTA30 22 10D -2050
— ---- ----- ------ E-;
1-1/2" z
Acilirw",III irwl rfi=1_lr�=l r:
INTERIOR BEARING WALL SECTION
0 5,--69/2 0 14
J S-3 I
z
>
GENERAL NOTES z
TRUSSCS:
ROOF & FLOOR TRUSSES, ARE DESIGNED BY TRUSS MANUFACTURER. 00
CONNECTORS ARE TYPED AND SIZED FOR UPLIFT & THE FOUNDATION
DESIGNED BY LOADS PROVIDED BY THE TRUSS ENGINEERING.
WHOLE WALL SHEAR WALL: co
WHOLE WALL SHEAR WALL DESIGN ON THE SIDES ONLY (UNO)
USING WHOLE WALL SHEAR WALL DESIGN REQUIRES HOLD DOWNS
ONLY AT THE END OF THE WHOLE WALL AND NOT AT THE END OF
EACH SHEAR WALL SEGMENT. z
0
BRACING: Q �2
THE SPACING FOR LATERAL BRACING IS TO BE DESIGNED BY THE C\1 >
Cv
TRUSS MANUFACTURER AND PROVIDED WITH THE TRUSS ENGINEERING
WILL BE DESIGNED USING I X 4 SYP W/ 2-10d's INTO EA. TRUSS.
1. GENERAL STRUCTURAL NOTES:
A. FOUNDATIONS:
1. Footings shall bear on firm undisturbed soil at l'—O"
minimum below grade, or on fill compacted to 957 modified
proctor. 11. ALLOWABLE LOADS: >
A. LOADS
2. Footings for stem—wall construction shall be at least 0
10 inches thick and 16 inches wide with 2—#5 or 3—#4 FLOOR LOADS:
EXTERIOR WALL
reinforcing bars. LIVE LOAD 40 psf
3. Reinforcing bars shall have a 90 Degree bend at all I PREMANF. FLUE
corners, with a 12" inch bend and a 25 inch lap. DEAD LOAD 15 Psf (CARPET/ WOOD)
1 ID It
4. Optional Monolithic Slab of 4" concrete with 6x6 IO/IOWWM DEAD LOAD 20 Psf (TILE) I �0 1147
or fiberglass reinforced concrete must be no less than 20" LJ C0
The ROOF LOADS: (TRUSS) IS E—
inches thick at the perimeter. and 12 inches wide. 2X4 STUDS W/24-
slope of the compacted fill on natural soil shall be no LIVE LOAD = TC 20 psf _J LAP MIN.; SCAB W/
greater than 45 Degrees with the bottom of the footing. L� 16d's @ 16' O.C.
BC 10 PSI` PLAN VIEW Cf) 1:4 N
Q C\2
0 STAGGERED C\2
There shall be 2—#5 or 3—#4 reinforcing bars continuous DEAD LOAD = TC 7 psf (SHINGLE) 0� > CQ
within 3 inches of the bottom of the footing (See Details). TC 15 psf (TILE) 2: —1
AND around perimeter, bend outside reinforcing 25" at corner. 8C 5 Psf 0
X
5. Design assumes 2000psf soil bearing pressure will be provided.
The contractor/ owner is to notify engineer of record as soon ROOF LOADS: (CONV. FRAME)
as possible if 2000psf is not meat RAFTER LOAD = 20 psf LL NAIL SHEATHING 3- O.C. E— z --I
10 Psf DL
6. MASONRY: Design and detail per ACI 530-88 and CRSI. t X >
Reinforcing steel to be Grade 40 deformed CEILING LOAD = 20 PSI` LL Z� < Z
Concrete Masonry Units (CMU) shall use ASINC01/145 (UNO) 10 Psf DL C/�
Mortar shall be either Type M or S according to ASTM C 270 2X4 BRACING ALL FACES
�D <
J >� < �4
B. ALLOWABLE MATERIAL LOADS CU F—RT12 (TYP) 0
1. Concrete (Design per current Edition AC[) 'I __ U-)
B. ANCHOR BOLTS (OPTIONS) CC)
Footings Concrete f'c = 2.500 psi (UNO) ROOF LINE
Slab Concrete Cc = 2.500 psi (UNO) EL 'ATION VIEW 1\
1. In the ALLTHREAD System 1/2" x 9" Anchors W/ 2"x2"xl/6" WASHER are 2. Structural Steel (Design per current Edition AISC) 1.4
used with the system to meet spacing and load requirements All Steel shall be ASTM A36 (UNO)
C)
for shear & uplift at bottom plate. Unless Otherwise Noted (UNC) 3. Timber (Design per current Edition NDS CHIMNEY FRAMING 0
2. THREADED RODS FROM THE DBL. TOP PLATE TO SLAB 4. Reinforcing Steel (Design and detail per ACI and CRSI) �D
0
MAY BE SUBSTITUTED FOR 1/2" x 9" BOTTOM PLATE ANCHORS All reinforcing steel to be Grade 40 deformed (UNO) Q
C. SHEATHING 6
1. ROOF SHEETING: z
Use 7/16" APA Rated Plywood Sheathing or OSB on Group H
Species Framing, with 8d Ring Shank Nails a 6" O.C. on edges and
6 O.C. intermediate framing. Provide 2x4 Blocking at 4'-0" (1) DIAGONAL BRACE OVER MIN.(4)
O.C. in the first two framing spaces from endwalls. TRUSSES APPLIED TO BACKSIDE OF
2. WALL SHEETING: WEB. CONNECT TO EACH TRUSS WEB
For Shear Walls use APA RATED Sheathing UNLESS NOTED OTHERWISE W/(2) 0.131X3' COMMON NAILS. (TYP.)
(UNO). blocking all unsupported edges. See framing plan for terigths Z Cf)
of shear walls and the following nailing patterns. W E—
Nail with 8dC Common nails at 6" O.C. on edges and 12" O.C. oi intermediate E— 0
framing UNLESS OTHERWISE NOTED.
D. WOOD FRAMING 0
1. All wood to be Group and Grade as specified or UNO on details. No U)
U)
damaged wood to be used.
2. GROUP 11 & III wood species (ie. spf, & syp) are to be used as specified
according to "The National Design Specifications for Wood
Construction" with no exception for use of any other design values. E_
Group 11 Species: Southern Yellow Pine For Walls Over 10' TO II'?L Ht. __J
FOR OVER 11' USE 2X6 0 16" O.C. UNO, using current NDS desigh value.
Group III SPF For Walls Up TO 10' Pl. Ht. AND UNDER.
3. Double Top plates laps: Shall be no less than 48" with nail spa(ing at
6" and staggered W/8 NAILS MIN..
4. Plywood or OSB wall nail with 8d nails unless otherwise noted.
header studs and adjacent full length studs, (UNO). E_
5. Header and Stud Schedule to be used to determine the number of
6. Studs to be doubled at each end of shear walls.
5. Header and Stud Schedule to be used to determine the numbei of
0.1 C\I
header studs and adjacent full length studs. (UNO). L CONTINUOUS LATERA
L BRACING M't
QUANTITY AND LOCATION DEFINED
BY TRUSS SHOP DRAWINGS. z
ALL PLANS. DETAILS. AND NOTES ON THIS DRAWING IS
PROPRIETARY AND CAN NOT BE USED. TRANSFERED, OR PERMANENT LATERAL BRACING
OTHERIMSE REPRODUCED INITHOUT THE APPROVAL OF
BRACKETT AND ASSOCIATES. INC. OR CHARLES T. BRACKETT
NTS
X LIJ
LLJ -0
Q >
THE u" ARPER RESIDENCE zo X
U) a_ 0
ENG. ROOF TRUSSES z
@ 24" O.C. z
I-
1810 SELVA GRANDE DRIVE U-1
SHINGLES Ld
15# FELT
U
ROOF SHEATHING z
DUVAL County , Florida 6 :� CD Z Z
R-30 INSULATION C
SIMPSON LTS 12 OR MTS 12 CD z Lii
STRAP @ EA. MEMBER z L-i U) LLJ < a_
:E _J z LLJ
= < Ld
INSULATION BAFFLE < 0 -<J
< Cn Q_ U
GENERAL NOTES
0 c(n Cn W Z 0
n
> 0 LLJ
1 It 'is the intent of the Designer that this work be in accordance TOP OF PLXTE LLJ 0 0 __J __J
LL_ L1_ Lli
with all requirements of the building authorities having jurisdiction 2) - 2X4 TOP PLATE— 2X6 P.T. SUB-FASCIA EXISTING N ff-J I—I NI rqI-'I-.L01 col rI col M
J
over this type of construction and occupancy. DRYWALL PER BLDG. CODE
(WALLS CEILINGS) 2014
6" ALUMINUM EAVE TRIM COPYRIGHT
HOUSE PLANS BY
2. The Contractor shall verify all conditions and dimensions at the BONNIE INC. re
VINYL FASCIA EGRESS These drawings a not to
The Contractor shall report be reproduced or copied in
any for or manner whatsoever
job site prior to commencing work. —VINYL SOFFIT, VENTED without the written permission of
(311 discrepancies between the drawings and existing conditions to HOUSE PLANS by BONNIE inc.
the Designer prior to commencing work.
EXISTING
3. The Contractor shall supply, locate, and build into the work all Ld
0
-C 0 0
ALL-THREAD THREADED ROD
'5 ElY
inserts, anchors, angles, plates, openings, sleeves. hangers, TIE-DOWN SYSTEM 0 C, - , -0
0 C: =3
CL
bracing , slab depressions, and pitches, as may be required to (SEE CONTRACTOR FOR SPECS) M 0" 0 -�3 0 -0
CL
Q) 0
0,
attach and ciccomodcte other work. SEE PLAN .0 0 0
Y) - -
LAP SIDING in- E
U2
0 o E 3: E
7/16" O.S.B. WALL SHEATHING C:
EXISTING
tended to
4. All details and sections shown on the drawings are in _0 3.
—R-11 INSULATION V) E E 06
onstrued to apply to any similar situation 2 ,c: 0 0 o -6
be typical and shall be c 0 0 cc �:, , 2 = ,
2X4 WOOD STUDS - SPACING = Q) Q CL > 0-0 a- 0
elsewhere in the work, except where a different detail in shown. PER BUILDING CODE
(Any details provided by Engineer &/or Contractor to Supercede
T
1.
those provided by the Designer) V
P.T. SOLE PLATE U N
5. Roof ventilation to be provided per FBC section R806 UNKE A Li
4" CONIC. SLAB W 6X6 =A 0
DRAIN
10/'10 W.W.M. OR CHAIR BLOCK < co
C) Lli
FIBERMESH ON 6 MIL
Q
LLI
DESIGN SPECIFICATIONS VISQUENE 1-#5 ROD IN FILLED CELL
@ 48" O.C. 0
FIN. __J
LL_
DESIGN CODE: The 2010 Florida Building Code (FBC)—RESIDENTIAL FLOOR L 8" CONIC. BLK. FOUND. Ld
r z Z_
—WALL# OF COURSES TO BE LJ
OCCUPANCY: Residential Group r-3 (One— and Two— Family Dwellings) 1: DETERMINED ON SITE __J
CONSTRUCTION: Type V,Unprotected A _J U)
20" X 10" CONC. FTG. 5:
W/ 2-#5 RODS CONT. 0 z
NOTE: Any Design Specifications Provided By Engineer &/or CORE PLAN 0
SQUARE FOOTAGE TABULAtION Cn
Contractor supercede those Provided By the Designer CLEAN, WELL COMPACTED, HED GRADE M
EATED FILL FINIS
TERMITE TR ADDED LIVING 8�5 1-011 <
SCALE: 1/8" 1
AUTOMATIC FIRE DETECTION ADDED STOAGE 28
SMOKE DETECTORS/CARBON -MONOXIDE
1 13
LOCATIONS
TOTAL ADDED
1 . Smoke Detectors/CARBON MONOXIDE to be Located per FBC, EGRESS WINDOW & DOOR LOCATIONS
EGRESS SEE FLOOR PLAN(S) FOR EXACT SIZES
0
section R31 3
z
_Y P I F" A L WALL SECT � ON
EGRESS OPENING COMP[flA,N,&,E
SCALE: 3/4 V -13"
1 . SEE CORE PLAN(S) FOR EGRESS
WINDOW & DOOR LOCATIONS 'THIS SHEET'
<
2. ALL WINDOW & DOOR OPENINGS LABLED ' EGRESS' TO COMPLY W/ (_0
u� 0 CN
FBC SECTION R310, R311
2-#4RODS CONT.
Cn
::D
0
FINISHED GRADE
0
00
DO
WINDOW INSTALLATION (METHOD B-1)
N . 13/8" THICK SOLID WOOD, OR MIN. 13/8" THICK WINDOW INSTALLATION (METHOD A-1)
FBC—R309 . 1 : THIS DOOR MI WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.! WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
HONEYCOMB CORE STEEL, OR 20 MINUTE FIRE—RATED 12" STEPS
STEPS SECTION A (DIN WATER SHEDDING FASHION, SECTION A
TIN WATER SHEDDING FASHION, THROUGH WINDOW JAMB STARTING AT THE BASE OF
THROUGH WINDOW JAMB
STARTING AT THE BASE OF THE WALL & WORKING TOWARD!
THE WALL & WORKING TOWARD� THETOP, INSTALL THE WRB
F13C—R309 . 1 . 1 : DUCTS IN GARAGE SHALL BE MIN . 26GA. SHEET METAL, OR THE TOP INSTALL THE WRB TO THE FACE OF THE
— DEEPEN EDGE— TO THE �ACE OF THE SHEATHING.
SHEATHING. SEALANT BEAD__\
OWENS CORNING MIN. 1 " THICK ENDURA GOLD DUCT BOARD BEHIND MOUNTING ZAPPLY SILL FLASHING
0APPLY SILL FLASHING FLANGE, (3)APPLY JAMB FLASHING
(3)APPLY BEAD OF SEALANT
3 #5 RODS CONT.�
AT BACKOF WINDOW APPLY BEAD OF SEALANT
(WHN BEARING) FLANGE & SET WINDOW USING AROUND THE PERIMETER OF
PAN HEAD SCREWS TO SEAL THE WINDOW FRAME To THE BACK SIDE (INTERIOR
DIA. TO THE BACKSIDE
FBC—R309 .2: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC FACILITATE INSPECTION. OPENING. APPLY A %' NOM. SURFACE) OF WINDOW
1 ----------- MOUNTING FLANGE. FLASHI__1
@ APPLY BEAD OF SEALANT AT (INTERIOR) OF THE WINDOW z
WITH MIN. )/2 " GYP. BID. APPLIED TO GARAGE ��SIIJE. GARAGES SIDE JAMBS. EXTEND 8 �fi' FLANGE IN LINE WITH ANY IMMEDIATELY INSTALL WINDOW
PRE-PU�CHED HOLES OR SLOTS. FLASHING USING PAN HEAD SCREWS TO
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ROOMS SAPPLY JAMB FLASHING EALANT BEAD BETWEEN FACILITATE INSPECTION. ING AFTER INSTALLATION LIJ I r
APPLY BEAD OF SEALANT FLASHING AND MOUNTING (S)APPLY BEAD OF SEALANT BETWEEN
AT HEAD (!j)JAMB FLASHING S C C)
APPLY CONT. SEAL TO THE MOUNTING FLANGE, ACROS THE FA E OF MOUNTING,FLANGE AND SEAL ALL CORNERS OF
MOUNTING FLANGE AT HEAD FLASH ING MECHANICALLY JOINED U
16" MI (Z)APPLY HEAD FLASHING FLANGES AT THE TOP (HEAD) AND FRAMES TO SEAL FRAME
ABOVE WITH MIN.5/8"I' TYPE 'Y' GYP. BID. WHERE THE SEPARATION SIDES (JAMBS) OF WINDOW. EXTEND (2)APPLY HEAD FLASHING @APPLY A NOM, DIA. SEAM JUNCTURE. z
OREMOVE PREVIOUSLY APPLIED SEALANT AT JAMBS 8 )6' ABOVE BEAD OF SEALANT TO THE < LLJ
LLJ
IS A FLOOR—CEILING ASSEMBLY, ANY STRUCTURE SUPPORTING THE TAPE, ALLOWING WRB TO LAY THE R.O. AT HEAD. EMBED JAMB BACKSIDE (INTERIOR) [IF THE LLJ
FLAT OVER HEAD FLASHING. FLASHING INTO SEALANT AND (E)TREMOVE PREVIOUSLY APPLIED MOUNTING FLANGE AROUND E 0
—STEPDOWN — APPLY NEW SHEATHING TAPE FASTEN IN PLACE, (FLASHING APE, ALLOWING WRB TO LAY THE ENTIRE PERIMETER.
OVER DIAGONAL CUT - SEE GOES OVER SEALANT). FLAT OVER HEAD FLASHING. PLACE BEAD IN LINE WITH
CTED WITH M I NY2 " GYP. B D. APPLY NEW SHEATHING TAPE FLASHING AT HEAD EXTENDS <
ASSEMBLY SHALL BE PROTE DIAGRAM. OVER DIAGONAL CUT - SEE ANY PRE-PUNCHED HOLES I' BEYOND JAMB FLASHING.
Y2"0 ALL-THREAD THREADED RODS ECURE WRB DIAGRAM. OR SLOTS, LiJ <
AT HEAD
@ 6" ADJAC LLJ
ENT TO EA. CORNER Q:� "_�
FBC—R, M1601 .3.3: MIN. 4" CLEARANCE REQUIRED AROUND ALL 'SIDES OF MECH. 12" @ EITHER SIR'E OF WALL OPNGS. HEAD FLASHING
1, __---_-TAPPLY A CONT. SEAL ALONG LLJ
48" O.C. THROUGHOUT FLASHING AT HEAD SECURE WRB (D MOUNTING FLANGE AT THE Ln q� <
EXTENDS V BEYOND HEAD. FLASHING GOES OVER
@ HEAD LLJ >
EQUIPMENT AND COMPONENTS, INCLUDING Q U CTS 0 JAMB FLASHING. MOUNTING FLANGE.FIL EMBED 00 0 Li- U�
O.C.
2 X4 STUDS @ 1 BOTTOMCF HEAD ASHING __J
CHEAD FLASHING AGAINST SEALANT (FLASHING
OR # 2 BT. SPF GOES OVER SEALANT). 0 LL1
EMBED BOTTOM [IF THE EXTEND HEAD FLASHING
NG HEAD FLASHING AGAINST BEYOND EACH JAMB FLASHING. < C/-) 0
—R, M1307.3. 1 : GROUND—MOUNTED MECH . UNITS SHALL BE ANCHORED IN ROD COUPLI THE PREVIOUSLY APPLIED FASTEN IN PLACE. 0 U
SEALANT (FLASHING GOES
FBC SEALANT OVER SEALANT)'B EXTEND 0 Cn LLJ
I HEAD FLASHING EYOND
ACCORDANCE WITH THIS SECTION 4" CONC. SLAB W/ 1,
2 -#5 RODS CONT EACH JAMB FLASHING. >
FASTEN IN PLACE. LLJ 7-- 0
NOTE: IF 2-STORY USE 3 6 X6 10 X10 WWM oc, Ln
OR FIBERMESH R NFORCED
00 U
A
A
F13C—R703.2. 1 : WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME GJAMB FLASHING
CONSTRUCTION, A BOND—BREAKER IS REQUIRED -, BETWEEN THE EXTEND JAMB FLASHING A F,
LASHING A TO OVERLAP SILL J DRAWN 3Y
0 EXTEND JAMB FLASHING FLASHING. EXTEND < B. STEWART
I JAMB FLASHING 8 W
TO OVERLAP SILL (220MM) ABOVE ROUGH
WATER—RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FLASHING, EXTEND OPENING AT HEAD. SEALANT
JAMB FLASHING 8 Ya'
APPLY TAPE AT
ABOVEROUGH CORNERS TO
—RESISTIVE OPENING AT HEAD.
DATE
FOLLOWING METHODS: 2 LAYERS OF APPROVED WATER TEMPORARILY HOLD 't,
7 TUCK TOP OF SEALANT FLASHING IN PLACE
SILL FLASHING 04-30-14
JAMB FLASHING
BARRIER MATERIAL, OR 1 LAYER OF APPROVED WATER—RESISTIVE ,' 6 MIL. VAPOR BARRIER OVERJ UNDER THE FLAP UNTIL WRB IS APPLIED.
IF RB AT THE
TREATED COMPACTED FILL , W
16" MIN. 8 'H AD, SEE DIAGRAM.,
I SHIM AND ADJUST WINDOW TO ACHIEVE
BARRIER OVERIAN APPROVED PLASTIC HOUSE WRAP, OR , OTHER SILL FLASHING (3) PLUMB, AND LEVEL CONDITION. USE CORROSION SCALE
SHIM AND ADJUST WINDOW TO ACHIE 3 RESISTANT FASTENERS. FASTEN WINDOWS PER
(D WINDOW MANUFACTURER FASTENER SPECIFICATIONS, AS INDICATED
MEIHOD IN ACCORDANCE WITH THE MANUFACTURERS PLUMB, AND LEVEL CONDITION. USE CORROSI13N
0 RESISTANT FASTENERS. FASTEN WINDOWS PER I
APPROVED
— INTERNAL BEARING— I WINDOW MANUFACTURER SPECIFICATIONS, (DWEATHER RESISTANT
INSTALLATION INSTRUCTIONS BARRIER (WRB) CHECKED BY
9 U. AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
WEATHER RESISTANT BARRIER ON A DIAGONAL. GENTLY RAISE THE B.M.S.
BARRIER (WRB) TOP EDGE [IF THE BARRIER UP AND TAPE THE
E
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COPYRIGHT
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BONNIE INC.
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any form or manner whatsoever
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HOUSE PLANS by BONNIE Inc.
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