HomeMy WebLinkAboutREVISED A2 TRUSS/ATTIC SPACE INSULATION: OPENING PROTECTION WALL TYPE LEGEND
CASTCRETE PRECAST R-30 BATT INSULATION INSTALLED OVER ALL 2020 FBC-R R302.5.1
SYMBOL REPRESENTS
LINTEL, SCHEDULE CONDITIONED SPACES ABOVE AND ON BACKSIDE OPENINGS FROM A PRIVATE GARAGE DIREGTLY
OF GYPSUM BOARD CEILINGS. INTO A ROOM USED FOR SLEEPING PURPOSES CMU WALL-8"(U.N.O.) BRIG. HT. PER ELEVATIONS
TYPE DESIGNATION SEPARATE GARAGE AND ENTRY WITH SHALL NOT BE PERMITTED. INTERIOR SIDE -BRUSHED JOINTS, SMOOTH FINISH PAINT
ALL EXTERIOR MASONRY WALLS VERTICAL THERMAL BARRIERS USING OPENINGS BETWEEN THE GARAGE AND EXTERIOR SIDE-STUCCO
FF-FILLED WITH GROUT I U=UNFILLED RESIDENGE SHALL BE EQUIPPED WITH SOLID
QUANTITY OF#5 FIELD ADDED REBAR AT R 30 BATT INSULATION.
FBOTTOM OF U-LINTEL CAVITY FOR ACT AS SHEAR WALLS/PIERS WOOD DOORS NOT LESS THAN I-3/8" THIGK, CMU WALL-8"(U.N.O.) BRIG. HT. PER ELEVATIONS
GRAVITY LOAD BASED ON RELATIVE RIGIDITY SOLID OR HONEYGOMB GORE STEEL DOORS NOT WITH NON GROUTED CELLS INJECTED w/R-9 MIN
8F16-1 B/1T EXTERIOR CEILINGS: LESS THAN 1-3/5" THIGK, OR 20-MINUTE EXPANDED POLYSTYRENE FOAM INSULATION
INTERIOR SIDE- 1/2"GYP. BIRD. OVER 1/2" P.T. FURRING
NOMINAL WIDTH ) J L ADAEDREBF#ST TOP DUCT PENETRATION (AT GARAGE) EXTERIOR SIDE -STUCCO
ADDPOSITE -INTL OF 7/8" min.thick stucco on 3/$' hi-rib lath attached to horizontal
NOMINAL HEIGHT UPLIFTT LIOTAD LINTEL FOR VERIFY THE ELEVATIONS OF THE and/or vertical wood framing with nails or staples @ 8"o.c.
45 FIELD ADDED REBAR AT ( ) 2020 FBC-R R302.5.2 CMU WALL-8"(U.N.O.) BRG. HT. @ 10'-1"AFF
TOP OF COMPOSITE HOUSE & FOOTINGS DEPTHS to provide not less than 1-%4"penetration into horizontal
U-LINTEL MIN(1)REQ'D WITH NON GROUTED CELLS INJECTED w/R-9 MIN.
-,I2"CLEAR wood framing and 3/4" penetration into vertical wood framing DUCTS IN THE GARAGE AND DUCTS PENETRATING EXPANDED POLYSTYRENE FOAM INSULATION
WITH THE ENGINEERED SITE PLAN members Per ASTM C1063 and Stucco-ASTM C926 THE WALLS OR GEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE (EXCLUDING ENTRY COLUMNS)
' FIELDPLACED DM.U. GONSTRUGTED OF A MINIMUM NO. 26 GAGE (0.48 INTERIOR SIDE- 1/2"GYP. BIRD. OVER 1/2" P.T. FURRING
r s
o GROUT For a 5'-l0"overall length U-lintel Type 8F16-113AT: MM) SHEET STEEL, I INGH MINIMUM RIGID -
Safe superimposed gravity load=4360 PLF NONMETALLIC, GLASS O OR GLASS I DUCT
kS FIELD ADDED REBAR AT Safe superimposed uplift load=2080 PLF BOARD, OR OTHER APPROVED MATERIAL AND ® BRG. PARTITION WALL-EXTERIOR- "(U.N.O.)
BOTTOM QFU-LINTELCAVITY Safe superimposed lateralload=339PLF NOTE: SHALL HAVE NO OPENINGS INTO THE GARAGE. 1/2"GYP. BD. ON EACH D. STUDS @ 16"O.C.
)�� BQTTQMREINFORCING SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL w/CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES
]-518'ACTUAL PROVIDED IN U-LINTEL
8"NOMINALWIDTH (SEE REINFORCING SCHEDULE) ABOVE CEILING EASTERNERS/CONNECTIONS. THIS INCLUDES DWELLING-GARAGE SEPARATION 777
TRUSS-TRUSS, GIRDER-TRUSS, AND GIRDER-GIRDER 2020 FBC-R R302.6 1/2"GYP. BIRD. EACH SIDE OF 2x4 WD. STUDS @ 16"O.C.
Beam Safe Applied Safe Appliec CONNECTIONS THE GARAGE SHALL BE SEPARATED FROM THE w/CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES
Composite Gravity Gravity Uplift Uplift RE5IDE:NGE AND ATTIC, BY NOT LESS THAN 1/2 w/R-11 BATT INSULATION.
Load Load Load Load INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. O NON-BEARING- INTERIOR PARTITION-4"(U.N.O.)
O1/2"GYP. BIRD. EACH SIDE OF 3%"MTL. STUDS @ 24"O.C.
3'-0" 8F16-1B-IT 6113 <1000 3524 1 <500 HABITABLE ROOMS ABOVE GARAGE SHALL BE w/CONT TOP&BOTT RUNNERS.
O SEPARATED FROM GARAGE BY NOT LESS THAN
3'-8" 8F16-1B-IT 6113 <1000 3060 <500 5/8 IN. TYPE "X" GYPSUM BOARD OR EQUIVALENT. 2x6 WALL NON-BEARING- INTERIOR PARTITION-6"
STRUCTURE(S) SUPPORTING A FLOOR / GEILING 1/2"GYP. BIRD. EACH SIDE OF 6"MTL. STUDS @ 24"O.C.
4
O '-0" 8F16 1B-1T 6113 <1000 2707 <500 ASSEMBLY USED FOR SEPARATION, SHALL BE w/CONT.TOP&BOTTOM RUNNERS.
PROTECTED BY NOT LESS THAN 1/2 INGH GYPSUM
OBOARD OR EQUIVALENT NOTES:
4'-4" 8F16 1B-1T 6113 <1000 2707 <500 - USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 0
J
OS T-6" 8F16-1B-lT 6113 <1000 2707 <500 - INSTALL 12"HIGH STRENGTH CONTROLLED DENSITY co
LU
OGYPSUM WALL BOARD AT ALL CEILINGS.
4'-8" 8F16-1B-IT 5365 <1000 2276 <500 -ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING J
5'-4" 8F16 1B-1T 5365 <1000 2276 <500C (FURRING)@ 10'-0 o.c. MAX. TIGHT TO BOTTOM &TOP NAILERS.
ALL OPENINGS OR CUTS TO BE SEALED w/FIRE CAULK OR FOAM. z _j
I—I
5
O '-6" 81716-113-1T 4360 <1000 2080 <500 50'-0" - INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET
Cn
LOCATIONS, RAISED TV JACK/PORTS,AND WHERE NOTED ON PLANS. H U
0 5'-10" 8F16-IB-IT 4360 <1000 2080 <500 $'-4" 4'-6" 6'-6" 6'-4" 14'-6" 3'-2" 6'-8" a J
O ~
6'-2" 8F16-1B-IT 3480 <1000 1868 <500 NOTE: L'n
C -4'37" SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING IY
7'-4" 8F16-1B-IT 2661 <1000 1624 <500 4"SLAB ON GRADE
w/8"x8"THICKENED FASTERNERS/CONNECTIONS. ern 0-
12 7'-6" 8F16-IB-IT 2661 <1000 1624 <500 EDGES THIS INCLUDES TRUSS-TRUSS, GIRDER-TRUSS,AND GIRDER-GIRDER
w/(1)#5 CONT. CONNECTIONS
103 T-8" 8F16-1B (D-1T 1568 <1000 1072 <500 -4'p" 13
14 T-8" 8F16-IB-IT 1843 <1000 1136 <500 - SH35EGRESS 6068BPSGD _ HB SH2 EGRESS _ VERIFY THE ELEVATIONS) OF THE V
■ ■ ■ ■ ■ ■ NJ 1■ ■ ■ ■ ■ HOUSE & FOOTINGS DEPTHS Z
15 8'-0" 8F16-IB-IT 1843 <1000 1136 <500
O WITH THE ENGINEERED SITE PLAN Uj
16 8'-4" 8F16-1B-IT 1843 Q000 1136 <500 I
ILLI
17 8'-8" 8F16-1B-IT 1843 a000 1136 <soo FAMILY ROOM1�4
O _
9'-0" 8F16 1B-1T 1843 <1000 1136 <500 j 2/12 VAULTED CLG. i o
■ , BA ,
8' 00
9'-4" 8F16-1B-IT 1843 <1000 1136 <500 I 0"FLAT CLG.
1533 916 „ II 21
10'-4" 8F16 1B-1T 13'-4 16'-7„ 5,-4„ 1811, 101-91
0
N
N IO
3 I 10'-8" 8F16-1B-IT 1366 <1000 800 <500 MASTER I PLANT SHELF - ■ Q) �■ -
ABOVE , lam BEDROOM 2
22 11'-4" 8F16-1B-IT 1366 <1000 798 <500 0o ENSUITE I M w ' 8'-0"FL TCLG. SQUARE FOOTAGE �
■ '� 8'-0"FLAT CLG. I CDw M
23 12'-0" 8F16-1B-IT 1254 <1000 723 <500
3068 3068 LIVING 1,881
24 12'-8" 8F16-1B-IT 1075 <1000 607 <500 O , x 0
I , Oc _ GARAGE 401
' ¢ HALL o w _ LANAI 140
25 13'-4" 8F16 1B-1T 1075 0000 607 <soo cV `- o 8'-0"FLAT CLG. M BEDROOM 3 w ENTRY 23
26 13'-8" 8F16-1B-IT 1075 <1000 607 <500 � 3068 8'-0"FL T CLG. M
O 2068 EBE
N
I4'-o° 8F16-1B-IT 1002 <l000 ss9 <soo ■ , 1„ LINEN ; ■ TOTAL 2,445
" 2'-1" 4'-6" 6'— 3 —112 12'-4" — 3'— 2'1 9'-3" LIVING C.F. _ +/— 16,460
O PRESTRESSED001.1
-
14'-6" 1370 <1000 0 <500
8F16-1B-1T 3068 3068
PRESTRESSED R&S 34 1/2"HIGH KNEEWALL — ---- — I Ln
29 1T-4" 8F16-lB-IT 950 <1000 405 <500 w WIC __ [V UN�RY I o
a N I D a'ro"FLA CLG. B U LID N G CRITERIA
------ -------------------
E SUITE ,----;, ----T ---------------F= ; I ,—I
w Znti - I x i DW i o o N DATE8/2/21
■ BATH I ae1a1�"Le ICon v- i m @ BASIC WIND SPEED, Vult 170 MPH
I -- 1 i i = BASIC WIND SPEED, Vasd 132 MPH
v - I c4 ZO CLG.RIDGE DESIGN BY
VAULT CLG. 8'-0"FLAT CLG. `----" I a_�------- ---- ---------------�- W i� GO
VAULTED CEILING ABOVE „ , „ , 1 „ , �� , „ J - RISK CATEGORY II
ABOVE 6 —7 6 -5 I 16—7 S w jn CHECKED BY
E O TC N Y D _____ _ __ z , WIND EXPOSURE C
O O R&S cV INTERNAL PRESSURE MODEL
MADISON_GC_C RK_RII
M ' COEFFICIENT +/-0.18
R-I I INSULATION ■ COMPONENT AND CLADDING OWNER
z v 0 L 4"STEP DN. �4 " J Wg 4"SLAM ON GRADE ASD WIND PRESSURE PSF to
w 9 < I FOR W LL PUMP, ( )
OP T P T PE TO E O KNEEW I a 0 �--I HOLD G TANK, FULLY ENCLOSED STRUCTURE
_ C CH KI H ■ I I ,—I , --- &WAT R TREATMENT X
i\ �i O CRASH IMPACT GLASS:__ __APPROVED SHUTTERS-------BOTH_____
E N - E Y D Y D - cV - w i 2x BRDS.OR P.W. i i i POLE MAIN WINDFACE RESISTING SYSTEM REV DESCRIPTION
o N TUB o KITCHEN/NOOK z I IN ATTIC SPACE -
p� FOR HVAC i v 1 P1 13 JAN 21
0o M Cr 2/12 VAULTED CLG. I MAINTENANCE hC x i 2 P2 02 MAR 21
„ „ „ , „ , „ , w BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
- 4'-0" 1 - 5 -4 IV-0 = E~ o '_ " VERFIY IN FIELD i Q HEN i ■ WIND DESIGN METHOD ASCE 7-16 3 P3
SHOWER w w THE FBC 2020 7th EDITION CHAPTER 1609 4 P4
M THE FBC-R (RESIDENTIAL) 2020 7th EDITION CHAPTER R301 5 P5
R&S M �O G _ 6 P6
-----� ----------- N ° < 7
a ww 8
n , n , n , n , n 4068 BF 2 , , , „ „ 0 0
6 —0 3 —0 7—4 3 —0 2'-8" —0 5 —6 1 -0 = 2 CAR GARAGE o
■ ,_ 1„ KNEEWALL 1„ 8'-0"FLAT CLG. o ■
KNEEWALL PARTIAL WALL $ 02 5'-3" 3'-0" 7'-6" 3'-0" 2 -112 ABOVE INT.FIN.FLOOR N
@ KITCHEN DINING ROOM SIDE 2"
SCALE: 1/4"=1'-0" SCALE: 1/4"=F-0" O =
-I I%"SLAB r--------------------------------- ----I
O RECESS DINING
i SIMPSON HTS20 i m
'� @DOOR 2/12 VAULTED CLG. x
BEDROOM 4 _ i CONNECTED TO
■ O� 8'-0"FLAT CLG. i EACH TRUSS ALONG i
■
3068 SC ,--I FRAMED BEARING
VAULTED CEILING ABOVE w/LITEI L WALLS U.N.O
RECESSED
PLANT SHELF „ , „ , „ , „ i , „
13 —4 4—1 c� 11 -9 18 —9 ,
DOOR TO
::
MASTER 10'-0" 4'-0"+/- O E y i i U
M 10'-0°FLAT CLG. W A T E R - A I R - L A N D C� Q M
STUCCO FINISH J
■ _ ■ ■ ° ■ ■ ■ ■ ■ ■ ■ SLOPE CESS AT GA � _ ■ ■ ■ LL
V_ - _ - 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 z Y
- SH 35 EGRESS 0 SH 5 -6.0" a--J
North Port, Florida 34291-8049 fax 413-687-9013 U � co o �
0000 w — U E
9'-0" 4'-0" 2'-5" O PCL+ 2COURSE 5.. 0 29 Digitally signed by Christopher D Beers •o o a
T END HALL - Christopher D Q _o 0
0 o BLKABOVE DN: c=US, o=Unaffiliated, a ti �
TOP BRIG @ 10'-1" G U' U_
5'-0" 4'-6" 3'-2" '-4' 4'-10" '-4' 2'-4" 4'-6" 5'-0" 16'-0" 2'-0" ou=A01410D00000172B9270F630000B2D
12'-8" 7'-6" 29'-10"
Beers A cn=Christopher D Beers SHEET BeersPLANT SHELF I Date: 2021 .08.02 07:24:07 -04'00' FLOOR PLAN
& WALL NICHE 50'-0" CHRISTOPHER D. BEERS, P.E. SCALE: 1/4" = V-0"
SCALE: 1/4"=F-0" FLORIDA LICENSE NO. 64594
30F$