HomeMy WebLinkAboutBuilding Plan - REVISION R lace exist wi ow INDEX OF SHEETS
it new insulat
Impact glass dow SHEET NO . DESCRIPTION
I. FRONT t REAR ELEVATIONS
2. LEFT AND RIGHT ELEVATIONS
E X I IN B U I L D I 3. DEMOLITION PLAN
4. FLOOR PLAN
Rai a exist wind to
wlt new Insulated 5. FOUNDATION PLAN o
r act glass win L. ROOF PLANto
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1. D-I DETAILS ; �
13 8. D-2 DETAILS Ib
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9. E-I ELECTRICAL PLAN
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FRONT ELEVATION
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SCALE: 1/4" ss I'-O" D Q U
Replace exist window
with new Insulated
Impact glass window
12
f- s5 bars at 8' oc. each wag
MATCH intsLear. ai ke"dnedae� shown
15 EXISTIN 12 3
E X T I B U I L C.� Q) m Concrete sin a with
MATCH Q) �daerto 36° fD a5 bar m each nosing
EXISTING 5.15 +-+ pool deck landing
® (mot shown)
/EC
N.
FAMILY OM P -IIII IIII-IIII Thicken adge to 8' x 8" nth IV
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- IU a5 bar cant.
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e roundation plan
c<1 W ® 0 / For wag and faa4ng eanatruetian •A 1�
I� I� Il I'I 17 17 I� PLAN VIEW SECTIONzil
RR PORCH STOOP DETAIL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - Scale: NTS o o
E L � -J
IY i n
REAR ELEYATION
SCALE: I/4' - I'-O'
Product Approval Submittal Affidavit p- O
Opeaing Schedule Swing Doom overhead Doors, Sliding Doors. landows & Skylights y�� � to ' O
Opening NO product Yodel Manufacturer Glees Attachment method Wration Des Prewure ,� B 4) Ian OD
TyPe NUMM De of Approved Teets N N U U
Single Hung SH-5500 Ill E
Type 6 IZ9ocMmawx/ftan co3rnees head ba 3 agace
0 0.c at In !aa aj O Q
I, FLU 239.10 POT + 45.0/-10.0 PS r r
Impact head thereafter and 11 1/8' o.c. in ,1ambs. Maintain max
flange Frame 10' o.c. in predrlllad holes at style. No all anchors req. v OD III)m #
Maintain min. T/IL ed dutenca on faatenara I @
aq SMS w/ min. 1 3/e coatis ion to be epgcqd et 'Q
Casement CA-5540 4 o.c. max from corners dead, all d mbs 28 o.c. max in U �-,.�
2, FLU 245.5 POT T e e "" J° + 45.0/-10.0 PS R w O v,
Impact 9P heed end all thereafter. In Jambs space 12.L1' o.c. max N N o-
PERMITTING INFORMATION (FORM I O O) flange Frame thereafter. Manton max anc in prestend hulas at ecgle, max opening adze L �V Cr
Maintain min. 9/I6' edgedistance on fasteners M �
Fixed Glass PGT a10 SMS w/ min. 1 3/8` .penetration to be spaced at 11J
FLU 243.14 PW-5540 T O 8 4' o.c. max. from corners head, all and jambsw 40' o.c. max + 50.0 PSF �W �
Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind -Loading 3 Impact yP in head and all thereafter. In Jambs space ' ' O.C. max -
flan a Frame thereafter. Maintain max 10• o.c. in predrill ad holes at mull. -61 UN - X � J
Building Design is: Enclosed Risk C otegil II Wind Speed: ILO mph ultimate g Mmntem min. 9/IL' ee a distance on fre nera
Mean Roof Height. 16'-"4„ Roof Pitch: 5.15 on 12 LLl French Door FD-101 1/4' die. tepcons w/ min. 1 3/8• penetration. For ambs Qr ��
C ff LL
g :LL 4 FLU 253.1 POT Type E in. I fasteners per jamb and min 5 for head end a per + 15.0 PSF
Internal Pressure Oe IClent: �� kt E LLLe tt Impact " table '1 glass typo E. Hold 1.'15' min. edge distance on rastnera - � � U]
Subjectabillty to damage from: Weathering: Negligible Termites: Very Heavy �`t`LLer LL
r a Sliding Glass SGD-5510 a12 SMS w/ min. 1 3/8' penetration. Use the following number of R as
t FLU 251.12 g POT fasteners for Anchor Grosse A ham table I of praduc approval: N
Width of Roof End Zone: 5 -6 t 5. Impact Type 3 Head/Sill: C3+1 . Jambs: 5 . P-hook: a + eo.o PSF R.
Wind Exposure Classification: C r' ` Door - l�
Adjustment factor for Exposure Height Using Allowable Stress Design and t FLAT Roof ICMGu Attach 2' x e" PT curb to Poop substrate using s10 x 2.5' deck
Load Combination per ASCE 1-10 Section 2.4 DL+LL• DL+O.LWL• O.LDL+0.6WL S L'I$ Ire �. FLU 20881.1 skylight Im act Sun-Tek screws agguallg spaced at 14' ox max and 3" from each corner. + GO.0 PSF
p p insulated Attach Skgli ht to curb umng a12 x 2" Phillip Pan heed screma -
Exp Height Ad j Factor: 1.29 x Load Combo Factor 0.4 = 0.114 applied below spaced max. o.c. and 4' max from corners.
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +21.0/-33.0 psf
Roof Zone: 2. +21.0/-51.0 psf .� it y��t um
Roof Zone: 3. +21.0/-84.0 psf Product NOA/Fd, Model # Manufacturer Attachment Method tion Des gi n Pressure
N�1�, Da of Approved Tests
Components t Cladding Wall End Zone Width: 5'-6" LLI �t:LL. t `tLL ., install mull using clips fastened with 410 Steel screws with min. 0.48" edge
p g �tLL" Mullions FLU 241.1 2' x 4' x 0.26' POT distance and 1 3/8' min. penetration wood plates, studs, and headers. + 41.8 PSF
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +36.0/-39.0 psf t /0101-ill�✓ Install L anchors In each cup.
Wall Zone: 5. +36.0/-48.0 psf €, t I r 1/9' thick light textured stucco metalled per ASTM C 92L Over ASTM
E E /� Siding STUCCO D t pa 2 paper backed wire lath nailed to substrate through one Iaier of
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-41.0 psf As M o gee " felt paper using 8d nails. Substrata to be 19/32 cOx
E E ON STUDS Plgmd nailed at G" o.c. m field end edges with IOd ring shank nails into
Shear Walls Considered for Structure? Yes (aA9LE ROOF LESS GABLE ROOF PROM studs Sheet
Continuous Load Path Provided? es THAN 2.12 PITCH 2:12 TO 12.12 PITCH 1i I/2" thick stucco on 3/8" Hi-Rib lath attached to
0Z 2 Soffit STUCCO horizontal and vertical wood framing with nails or staples to
Are Components an Cladding Details Provided? Yes / j ON LATH provide no less than 13/4" penetration Into horizontal
amin
Minimum Sod BearingPressure:2,500 psi, Presuil tive: X B Test:_psi = wood framing and /4" enetraUon Into vertical --
p p � p 0 Roof Zone I 0 = Roof Zone 2 � = Corner Zones
This Building Shall Have the Following: Walls Zane 4 Walls Zone 5 Roof Zone 3 / ALL Product Testing by: Miami-Dade County Building Code Compliance Office / Product Control Division OF 9.
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: END ZONE
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Comm tc
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5 -15 MATCH XISTIN BUI INCs n
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EXISTING u
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with new Insu ed o F. a 0
Impact glas window .. IL C-
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i Re ce exist wind v Q- Oiy M
w new Insulate QL
OO pact glass w ow
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LEFT ELEVATION
SCALE: 1/4' = P-O'
B i g
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12 U'
MATCH 5.15 44'
EXIS IN BUILDIN \ EXISTING �
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Impact glas window m
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RIGHT ELEVATION "` ��' - to
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SCALE: I/4' I'-O` y� " v � W �
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Rrou��cQ ycrrpl�d,� �p�0,00S`o N
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Sheet
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OF 9.
Comm
17-106
Base Detail B
4" concrete slab with fibermesh OR F-42 on s eet -2 F-�� jmd
sanding see Dowel #� x 12" long bar
6" 6" #10/10 wWM on 6 and Visqueen ov r IT-2" 12'-II" 6'-I" _
clean compacted termite treated Fill
r - - F-2,4 r - - beet -2 6x6 - 10/10 WWM 6" Into existing slab and
C-2 i F-16S - C-3 F-16S i cold joint
L _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ � _ _ _ _ _ _ _ �7_ _ _ _ - C 4 -5 OR FIBER-MIX over set In epoxy at 48" o.c.
i — -z. vapor barrier
- - - - - - - - - - - - - - - - - - - - - -
48° i - - - - - - - - - - - I- _ , �I I11 f - - - I2° 6„ Existing I b v xist n s a
0 F-30 Recess steel base plate
I I Verify 5,GD recess size and min. +' into footing 1 1 = N
I I depth with MPG prior to forming slab below SGD track W
N (�
F-49
y
�C-II a„�F ,36 m � ,� C-1
111 — 11 Jl — Il— IL — 1!— — IL Jl — IL — IL — I,_ Jl — 11 I H
U Il 0 Z Il J J Il Il 0 u Z 0 U U J II I IJ v v
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Dowel 5 bar x long 6" into I •I _
° exist g slab a set in Hilti HIT I cC � Q-
�z Basesh Dt ail D-2 R 00 o ive nn equal) at 1 ' o.c. ` T T J III= III = = = = o
f slab to lab connection and ettlemen Base Deta A 6 mil vapor
esistance on sheet -2 I barrier `w
l
I1111I _ 11I11I 11I1 _
Provide #5 bars 6" o.c. a `>!" tlep m �
ea way max spat g dowele ° v = III-= = = - B
into exiting sla min 6" — itLf) " — JL — iL� �p N m Remove istmg sla I I 1 1 I I 1 111 �� N
and set m e oxy u u u � 1 1 N N as nee d for nei footin u
New plumbing pipe Well compacted fill (x � Q) )
or electrical conduit etc... with termite treatment
SEE TYPICAL �a o N
1 ONE-STORY 0- o d)
SECTION ON a w rQ- F-
PAGE D-I � palr taIl o rf Ir
C-8 cn— ao
- - - - - - - - - - - - - J 1 3/8' wee " concrete slab with fibermesh OR a I I
screed - se 4 —
e !e"XG>" 410/10 WWM on 10 mil Visqueen over n t S N1_0 I �
Thicken existing oting detail clean compacted termite treated fill I I I I
to F-34 SEE TYPICAL 4" concrete slab with fibermesh OR 6 �- �y
36" SECTIONS 6"x4" 410/10 WWM on 10 mil Visqueen over -
F-36 clean compacted termite treated fill
i 16"w x 18"d concrete monolithic _ Thicken edge to 8"x8" t-
I I footing with (3) #5 bars Cont. 1 with concrete and � - � �
- tech new post to stln - — —III - and #5 transverse bars at 32" �q�ADE -- one #5 bar continuous I �
P 9 - -
ooting using strap detail = tt5 bar vert. at each filled p� 1 ? N
on sheet D-2 F-l6 FOOTING DETAIL - = cell (2'-0" o.c. typical) with
P vide 45 ars at 8" o.c. SCALE I/2° = I'-O° 30" overlap at each filled cell 0 iJ
� - _ II III p
a way ma spacing doweled - e
into exit g slab min. 6" _ _
and se in epoxy
16"w x 16"d concrete stem wall
footingg with (2) #5 bars Cont.
- and #5 transverse bars at 32" o.c.
Column S h I& d U I &
Mark Size and Description
C-1 See Details on sheet D-3
C-2 See Details on sheet D-3
F-I6S FOOTING DETAIL
SCALE 1/2" = I'-O"
C-3 See Details on sheet D-3
C-4 See Details on sheet D-3
C-5 See Details on sheet D-3 -Q
C-6 See Details on sheet D-3
C-1 See Details on sheet D-3
C-8 See Details on sheet 0-3
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Footing 5c � && ul &
p� iJd a�
Mark Size and Description 73
O o :3
F-16 16% x III concrete monolithic footing with (2) #5 rebar continuous E
Dowel #5 ar x 12" ng 6" into and #5 transverse bars at 32" O.C. (bottom)
existing ab and s in tlit1 HIT
16 w x I6 d concrete stem wall footing with (2) 45 rebar continuous
RE50 adhesiv (or equal) at I8" o F-16S and #5 transverse bars at 32" o.c. (bottom)
For s b to slaes connection and set ement
res ante.
F-30 30"w x 30"I x 16"d concrete pad footing with #5 rebar at 8" o.c. each
way bottom steel.
F-34 36% x 36"I x I6"d concrete pad footing with #5 rebar at 8" o.c. each IL m
1 11 Pour existing p ch floor vel to existing wit � waqbottom steel.
0 =1 p new 4" concr a slab w d" x 6" #10/10 M C)
p w No S P Contractor o rough rface of existing sl F-42 42"w x 42"I x I6"d concrete ad footing with #5 rebar at 8" o.c. each
waybottom steel.
prior to uring new concrete for adhesl p 9 N
._ � ) 00(Jl � O
_ P
1 No to F-48 48"w x 48"I x 16"d concrete ad footingwith 45 rebar at 8" o.c. each C OD(D e O
— — — — — — 1 t. �� . wagbottom steel. p ( I 1 od
err
F-16 I F-49 48"w x 48"1 x 24"d concrete pad footing with #5 rebar at 8" o.c. each °u NN sx
1 wagto and bottom steel (2 Mats) I ,a
SEE FOOTING, DETAILS ON THIS SHEET AND DETAIL SHEET(S)
� u, UcvN� �
FOUNDATION ION PLAN Q) Nrr_0 `;
Pour existing porch Floor level to existing Garage FOUNDATION NOTES: SCALE: 1/4" = 1'-0" " U �— q� Eu_
slab with new 4" concrete slab with 6" x 6' tt1o/10
WWM Contractor to rough surface of existing slab o I. Any changes to plans must be submitted to the architect for approval prior ill L
prior to pouring new concrete for adhesion
to proceeding With construction.
2. Contractor shall be responsible for verification of all notation and dimensions N
D el #5 b x 12" long 6° into prior to start of construction,
ist11 s1 and set in Hilti 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., and
RE500 dhesive (or equal) IS" o.c.
for sla to slab connection nd settl ent ALL Concrete used for vertical filled Cells, Continuous. tie beams etc.,
resist rice. Shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix min.
Garage Breakdown " 4. Per FBC 1804.5 Compacted F111 Material - Excpe ion: Fi�l mat�rial 1211 in depth qr les$
Existing Garage = 585 sq. ft. u u u need not comply with an approve report provided t e in pace ry densityy � is not Tess than `l0%
Minus Laundry Added 14 sq. ft. of the maximum dr denslt at optimum moisture content as determined I.A.LU. ASTM D 155-1
New garage added 84 sq. ft. 11S. Verify all recess thickness at shower floors, all floor finishes as selected by
First Floor Total = 595 sq. ft. owner, door sills 6 thresholds including pocket SGD frame widths etc... prior
A/C Space Breakdown � to placing any slabs.
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Existing A/C Space = = 6. Contractor to provide for Form Board Survey - Form Board Survey
9 p 2,985 sq, ft, to be provided to Truss Company prior to truss construction Sheet
Enlarged Laundry Rm = 14 s ft. o
Enlarged Family Rm A/C = 502 sq. ft, m F-16S = 7, ALL Reinforcing steel shall be grade GO, meeting ASTM A-Ih and
Bathroom Closet A/C = 39 sq. ft. — — — — — q- 5 Specifications. ALL Anchors to be A-307 steel.
New A/C Space Total = 3400 sq. ft. — — — — — 8. ProVlde a minimum of 3" concrete protection at footings and OF 9
1-1/211 concrete protection at beams for ALL reinforcing bars.
9. Contractor to provide the Architect with truss shop drawings including Comm #
ALL truss cut sheets showing ALL truss reactions prior to START I � - 106
OF FOUNDATION WORK for strap and footing size verification.
Entegra Bella Higgh "S" Roof Tile installed per product
= approval FL# 1804.2 and evaluation report using BEAM
` 1 STRAPPING
T R ll P P 11�1 G SCHEDULE
m o H 2 —3 (27 IOd ring shank nails over oly lass self adhered l/"\� IIYI .7 Yt I�l
12 —2 C- —5 roofing underlayment over 19/�2" �DX plgwood attached
5 15 MATCH to trusses per sheeting attachment diagram on roof plan.
EXISTING BI BI BI New roof to match existing.
Mark Size and Description HTS 2 a
u
- - - - - - - - - - - - - - - - - - - PRE-ENGINEERED TRUSSES BI Girder truss by truss manufacturer o m
AT 24"o.c. TYPICAL
/ ( shop drawings by manufacturer ) H1 (2) 2" x 8" SYP #2 Header HTS 20 0
-I BI C-1 / oC
Simpson HTS 20 hurricane v c
36 anchor at each truss (24" O.C.) o m ga
suppporting Max. 1,450 lbs. uo`'
/ 36„ uphft w/ (24) IOd x 1.5" nails cv
/ o.H.
>QoF
ALL COLUMN TO BEAM CONNECTIONS IV
u— �...
/ BI SHOWN ON SHEET 0-3
STRAPPING SCHEDULE " >Z %
ox're�mamheade� / ql�3 >
/ MTS 12 � gpp�
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X
t- CID
MTS 12 e I O)T
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/ Simpson MTS 12 hurricane 8 Ln(P? cr
/ anchor at each truss (24" o.c.) °
supporting Max. 1,000 lbs.
C 6 uplift w/ (14) IOd x 1.5" nails
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ROOF SHEETING
ATTACHMENT DETAIL -°
I. Minimum Nall Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood v
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
N
4 FT 3Q i— :W
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It 72 U
4 FT > ;
16 4 FT 4 FT s 0 0
Ir,�. a v L
' s Ilki n
4 FT 1 3 � 2 4 FT
Ke Area Edge Field Fastener Pressure t�1
I Iit '45 psf
HI I I Zone 2 1" 6" 8d rinshank 4�
Zone 1g shank -16 psf a 10
;4 fl , Zone 3 4" 4" Sd ring shank 84 psf Q c 4 n� O
II �� ^�i Zone :3a 6" 6" #8 wood screw 112.5 psf � �� � Q
II ** Use nails or screws based on pres ure for roof stated C0- OODODO #
HI in permit info box on these plans Tor zone 3 ocYcr 2
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ROOFI A I �l x ILL
FLAN E —i
TYPICAL ROOF NOTES: Scale I/4" = I' -O" Q woo
— Overhangs shall be 2 ' - 0" and assumed TO MATCH EXISTING R to
Replace existing skylights Roof pitch shall be 5 . 15 :12 and assumed TO MATCH EXISTING In
in existing openings — Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
Garage Breakdown architect for approval in Writing prior to starting construction.
E isting Garage = 585 sq. ft. — ALL TRUSS TO TRUSS CONNECTIONS BY
MI us Laundry Added 84 sq* ft. TRUSS MANUFACTURER
N w garage added q•
Fi at Floor Total = 595 sq. ft. - Architect to review Truss Shop Drawings Prior
A/C Space Breakdown to construction for layout and uplift verification
E sting A/C Space = 2.985 sq. f - Contractor to provide for Form Board Survey and to provide Sheet
E Iarged Laundry Rm = '14 sq. f Form Board Survey to Truss Company prior to truss construction
Iarged Family Rm A/C = 502 sq. f y p y
B throom Closet A/C = 39 sq. ft. — Contractor to verify all Roof Pitches PRIOR to truss order
Nt w A/C Space Total = 3600 sq. ft. - Contractor to provide the Architect with truss shop drawings including OF 9.
ALL truss cut sheets showing ALL truss reactions prior to START Comm #
OF FOUNDATION WORK for strap and footing verification. 11-104
Simpson HTS-20 at each truss
truss with (24) IOd x 1 1/2" nails
PRE-ENGINEERED TRUSSES in each strap
Simpson HTS strap at each truss 12 �� _ ® 24"o.c. TYPICAL
suppporting Max. 1450 lbs. uplift 1 aLore ( shop drawings by manufacturer )
(2-4) IOd x 1 1/2" nails ineach strap
5/8" drygwall ceiling on 5/8" dr wall Strap studs to plate using Simpson
R-30 batts insulation 2" x 4" top plate truss bottom cord ceilingy -SP4 strap with (6) IOd x I I/2"
nails in each strap
Galt'-Alum Metal drip on (2) 2" x 4" top plate
I" x 4" Drip on 5/8" drywall Z
I" x 8" Fascia on -
on
2" x 4' Sub-Fascia " drywall
Provide (2) 2" x 6" lop platy. w/ 2
� � 2" x 9 studs
at 14" o.c.
6„ Simpson SP4 or equal at each stud U
to Top Plate connection ° w
1/2" thick stucco on 3/8" hi—rib lath 7 2" x 4" Blocking
attached to horizontal and vertical wood v -i mid-span of studs to
framingwith nails or staples to provide I/2" Dr Well on 2" drywall s Q
p p y 2" x 4' studs at 14" o.c. U
no leas than 1-3/4" penetration into 2" x 4" wood studs
horizontal wood framing and 3/9" penetration at IL" o.c. with R-19 baits Finish to match existing
into vertical wood framing members r CL Strap etude to plate using Simpson
� F SP4 strap with (4) IOd x I I/2 ��-,
2" x blocking per N w nails in each strap 0
FBC req. w
X
1/8" thick light textured stucco installed per _
A5TM C 924 over ASTM D type 2 paper backed ul cowire lath nailed to substrate through one layer of min. �" embedment witthh 2" washer
2" x 4" p.t. bottom plate with
ASTM D Tglpe 2 felt paper using 8d nails. Substrate I/2" anchor bolt at o.c. and
to be 19/32' COX Plywood nailed at 4" o.c. in Field
and edges with Iod ring shank nails into studs. Provide 2" x 4" PT Bottom plate w/ u
Simpson SP6 at each stud to Bottom Plate New base-board T ical baseboard 4" concrete slab with fibermesh OR
10
connection and I/2" ilia. anchor bolts with min. l" embedment to match existing profile yp 6"x6' ttl0/10 WWM on 4 mil Visqueen over L 10
at 32" o.c. max w/ 2" washer at plate to concrete connection 2" x 4" P.T. bottom plate clean compacted termite treated fill o A-
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base Use Simpson HDSB on each side of openings over 12" wide
board instead of anchor bolts cc
Stucco Exp. Joint - see detail
r-
La I r
31 , typical flooring - verify exact existing slab - r IA
type, style, color, etc.... with owner �
Lf) N
S/8" thick fight textured -y footing see foundation plan I I I
stucco on typical concrete __ j �nterior Non-Bearing Partition for size and steel r q —e 0) 0- OD
block construction 4" concrete slab with fibermesh OR Scale: I/2" = I'-O° 7
Grade IIII—- 6"xb" 410/10 WWM on 6 mil Visqueen over I ( IC<3I Interior Bearing Partition
clean compacted termite treated fill
- — Scale: 1/2" = I'-o" a a n
N IIII= IIII=IIII_ Fill all cells with concrete and o r
- E provide (1) US bar vert. at
pp 0 tt �t
STEM-WALL ENGINEERING II III IIII 24" o.c. max. spacing.
ACCEPTABLE TO A MAX. B
48" ABOVE FOOTING. —IIII IIII _
F-14S o u
IIII=IIII III . IIII- p
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TYF1CAL SECTIO1\l
Scale I/2" = I'-O"
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5/8" 9yp. boardo
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Stucco Finish 2) q) Lo a0D to O
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Attach SGD Track to Jamb w/ a Q OD 00 o Q
1/4" x 1 1/2" lag screws centered
at 4" o.c. from Jamb at 12" o.c. � a1 pj �� #
max in field — Attach SGD Track to Header w/ -0
1/4" x 1 1/2" lag screws centered R �; o ty tv )
at 4" o.c. from Jamb at 12" o.c. �' uU to D'
max in field M Q)W ""-
� Qr � IL
�to e
gyp. board �- W `
R N
Jamb ff I
1/8 thick light textured stucco Nead
on plastic lath over 2 layers of 15lb felt AP`SU'�S'JECTT0ANYCCrAGCT;C;1s
on 19/32" CDX plywood nailed C on edge 'R`:Ql i BY FIELDIP4SPECTt)rSTIIK
and 12" In field w/ IOd gale. nails IMAY BENECCSSANyIHC1q
CMIPLY WITH ALL APPUCABLEcr
�zE,i.
1/4" tap-con with
1 1/2 ' penetration at 12" o.c. r
max.
/2"
c�
Sheet
Bottom Track S I II Typical Flooring -
- D 2
Sliding Door Detail OF 9.
At Wood Stud Wd11 NTS Comm #
1�-106
lo°
ALL BOLTS TO BE A325
Rear 3° 6" Y4" y9" c' yq„ ALL ELATE STEEL TO BE 50 KSI
loyq„ 2„
EEO-XX 1
E10-XX /
EEO-XX 8
2" 8 21'
Girder Truss N E10-XX N N N
Ln
in • in = •
m\ N • r N t- N r • I8 E10-XX -m r I
in
/ m nQ1
Lo
Lo
Lift Right E'10-XX • `"
m\ N /n EEO-XX r r Q-
�
N
2 � to
Lam Beam 6 6 5„ Eio-xx 0
N
<j3/e
111)
yq ' 33/4" y4' LEFT VEIW FRONT VIEW RIGHT VEIW REAR VIEW a Front
-- Column C - 5 Cap D & tall v � > ki
A3 Q)
d) r r
o T cal OD 1
w ry 00
ry
5 I I I
W G- (N OD
v
HIP CARRIER Al
� r
Provide (3) Simpson HTS 20 FG2 FG5 0
straps - two on exterior side of girder
and one on Inside of girder FG2 3/8" thick steel plates
fill all nail holes with 10d x 1.5" 4" one each side of truss
Wads In each strap IdIl
GIRDER FG5 Block girder FG5 as needed
N for column plate attachment
E10-XX
GIRDER FG2
v
5/8" dia thrubolts
Steel column cap - see
on this sheet
2„ 2"
N 8" GIRDER FG2
Cap Detail
nts pL
3.5" x 3.5" x 0.25"t `v ALL STEEL TO BE
steel column > 50 KSI STEEL
O
ALL BOLTS TO BE
m AS25 u
3/2" Attach irder to pat uung Simpew O
+'
(A MSTC �8 strap each ads of beem
Mlmg ell nail holes with ILd maker main LL
10" x 10" x 5/8" thick base plate -2 U
with (4) 5/8" dia. x 8' A.B. 4" x 4" SYP tt2 wood pat }
preset in concrete slab Secondary Pour IV x 14" square 3 1/2" x 3 1/2" x 1/4" thick Qa
to recess bolts steel column 73
U
E
O " L
_ 5/8" dia. x 8" a.b. preset = N
—IIII IIII ° n concrete slab
Simpson ABU 4L pat base with
(U 5/8" din. threaded rod with min. n [*r�
9" embeddment into footing and either uk°f '-.q` 't^
IIII III —) III- ® " wet bet a set in epoxy in predrilled and clean holRCP
at".� i
1 ' Footing - see foundation plan for 2 10° TH S" pL.°.DiS AIND ALL Pr"+,OPOS'°0 ti"r^;;.+.+��'
IIII—IIII—_IIII I See foundation plan for Panting size ARE SULyu T s' Y� y\ r. fi•' � � ry
size and steel requirements 10" x 10" x 5/8" thick base plate ECT iO fdYCC?i?E tGiJa ur�W
EY FIELD INSACCTOFS T:'f.A �� �� ��g�
prewelded to column Rt(?UIF�L' r
WAY BE
IECESSANY IN 0RX-M I r t,k �' y • O
C — �f Column Deta11 ( steel ) as� D �tall comp �p �ry �� LAI
.� - n
i n LY 1 I1 H ALL 4 BLE ,:x lJ v'. rt F 5 , ! " SY .'N� 7 +) 0
1/2" A, r Lt A E n ? oo cql N
nts Column C-8 Detail
°' °j110D '° 0
OD ODE
U
�Q I 1 OQ
� ODoo(
20 #
� I O ry ry f°
Trues AI to vO (-4 ty W �g
Sere trues to oat using p p uUrr�
(2) Simpson HTS 20
straps - one each ode of true AI Girder truss FG5 (3) 1 3/4" x 16' Parellam wood boom (3) 1 3/4" x It' Persian wood boom
W
/ ._
!f// N N E U-
<rh LL e
Girder true FGr Girder truce FG'I Girder trues FG3 Girder iron FG3 Girder truce FG9 Girder Lruu FGL W W
Girder true FG4 Girder truss FGL
CCTQ-5D52.5 Attach Lam beam 01 poet and s�
• • column ceps we detail ong thnsto. D-3 ` (n
Strap molar to pat umnp Simpson Strap irder to poet uein Simpson Strap girder to pat yang bimpaw Strap itd ra to pat wag 81apew 5 2 3 y2" gptach beam to pat uung Sim wit
HUSC a112-2 concealed Mange hangar with HUSC 8112-2 concealed Menge hanger with CC 4G column cep with CCTQ°Sg52.bedumn cep with MSTC 28 strap each wide of team
filling all nail holes with IGd nails filling all nail holes with IGd nails filling all bolt holes with 5/e" die. thru bolts 3�2" filling all holes with 1/4" x 2.S" SDS wood screws filling all mail holes with IGd sinker nails
4" x 6" SYP tt2 wood at 4" x L" 5YP m2 wood past 4" x L" SYP tt2 wood poet 4" x G" SYP tt2 wood O p p p poet 4" x G" SYP tt2 wood poet q" z i" SYP tt2 wood pat
I I I
Sim
ppson ABU 94 pat base with Simpson HTTS with (U 5/8' die. threaded rod Simpson HTT5 with (1) 5/8" dia. threaded rod
(1) 5/8" dia. threaded rod with min. oath min. 9 embeddment into tooling either with min. 9" embeddment into looting either Simppson ABU 44 pat base with Simppson ABU 94 pat babe with Smip ABU 44 pat base with Sheet
9" embeddment into footing and either wet eat a net in epoxy in predrilled and dean hole :at set or Net in epoxy ei predrilled and clew hole (U 5/8" die. threaded rod with min. (1) 5/8" din. threaded rod with in. fU 5/8" die. threaded rod with min
wet set a set in epoxy m predrilled and clean hole 9" embeddment into footing and either 9" embeddment into footing and either 9" embaddment into footing and either
Bottom Plate Bottom Plate wet set a set in epoxy in predrilled and clean fide wet set a set in epoxy in predrilled end clean hole wet set a set in epoxy in predrilled end clean fide a
foundatia plan for footing aze See Pwndedw plan /a footing muse See faundetien plan Por looting am Ses foundaGw plan for Poonng are See foundation plan Pa footing au Bee Poundadw plan fa footing arseq
OF I.
Comm #
Column C-1 Detail Column C-2 Detail Column C-3 Detail Column C—al Detail Column C-5 Detail Column C-6 Detail I � - 106