HomeMy WebLinkAboutBuilding Plans#era ject Notes
Contractor shall apply for and provide all Permits and Inspections as
required for all aspects of Construution as shown on these drawings.
The Contractor shall determine means, methods & sequence
of construction operations.
Contractor shall furnish or provide equipment, operations, labor &
materials, necessary to perform and complete the Project.
The Contractor shall bC responsible for safety and compliance with
05HA, federal and state regulations on the construction Site.
Contractor shall furnish or provide on -site supervision equipment,
operations, labor & materials necessary to perform and complete
the Project.
WOOD 5TUD5
Unless otherwise noted on Plans, wall studs shall be #2 & better nominal
2x4 southern pine.
Wood In direct contat with concrete shall be pressure
treated.
Exterior 5fding
T-111 CDX plywood on frame wall. fasten w/ 8d ring -shank Type 316
stainless steel nails @ 6" o/c along all framing mambcrs
5EALANT5
Exterior gun -grade caulking shall be single part polyurethane.
Low expansion foam alr-seal
POW "Great5tuff Pro" Window & Door Foam Sealant
(blue containers) - NOT standard "Great Stuff"
INSULATION - ROOF
- K-30 "blown-in't fiberglass Insulation
INSULATION -EXTEi 10?, WALL
- K-13 fibergiass Batts w/ Kraft paper moisture resistant barrier.
GYPSUM DRYWALL
Per F13C K-702.3.1 "All gypsum board materials and accessories shall
conform to A5TM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002,
C 1047, C 1177, C 1178, C 1395/6.
Per "Fire Kceletance Pcolem Manual" publfshcci by the Gypsum Assn,
A5TM E-84, Gypsum Wall -board has a Flame Spread Katfng
175K < 15, 0 smoke Developed)
lectrical Notes:
Provide all necessary Permite.All material shall be UL approved &labeled.
Electrical installation and equipment shall be in accordance w/ the requirements
of the 2017 Edition of the NEC (NFPA #70) as amended, and all local and state
codes in force at the time of construction.
Kcf - NEC 210.12(B) - "All branch circuits in family rooms, cilriing rooms,
living rooms, parlors, libraries, dens, bedrooms, kitchens, eunroome, rec-
reation rooms, closets, hallways, laundry areas or similar rooms shall be
protected by a listed arc -fault interrupter, combination -type, installed to
provide protection of the branch circuit."
Kef NEC 406.11 / 210.52 - "Tamper resistant receptacles are required In
dwellfng units In all areas per 210.52 in 125 v, 20 amp receptacles."
Exceptions: 1) Receptacles located more than 66" above the floor,
Outlets shall be mounted at 18" AFF, 5wftches at 3' 0"
exfsting ei" x 6" concrete
patio wall
nominal 5/5" T-111 plywood siding
2x6 studs 012" c/o
Simpson 5F-10 each stud ---�
FT 2x6 plate
51/2" x 51/2" 2500 psi concrete curb
w/ (1) #4 cont. & epoxy -set 1/2" x 12"
55 a (thread studs 0 24" o/c - embed
min. 6" Into exist. slab
5" cer tile base
1/4" slow -cure epoxy
placed Just prior to
concrete pour
existingg concrete
slab & footing
Curb Petal'[ NTs
I
3" ealy. drip edge
NOTE: Prfor to installation of the T-111 siding, coat bottom 6" of each
panel w/ full double coat of KILZ oil base exterior grade primer.
In addition, coat T-111 edgeo adjacent to concrete head & jambs of inffll.
.................... ........ ........... ........... ..... .......................................... ..... ..... .............. ....... ..... .......... .......... ...... I ...........................
.
.....................................................................................................................................................................................................................................................................................................................................................................................
_.—_—.--.._—_._.—.-----.._—...___---.---.--.----- ,;
Parch Enclosure
Reconstruct noncompliant frame r -- -- -- -- -- — —. t3u 1 I� I it e A r e a 5
exterior wall - 51/2" x 51/2" concrete u u
parr 2' 6" x 6' 6" curb w/ 2x4 wood studs 016" o/c - ( remove ad -hoc frame A/C 1184 5F
French doors T-111 plywood siding, K-13 fibetglass floor Will - rebuild per
1nsulatfon.1/2" D/W (nterior fin(sh revised plans J E nt ry 48 "
O" wide x 4' O" ht. SH i 0 Carport
existing roof Utility / Bath 2 299
'f.f ;d: ',.;.j.: ,:..f :. ` structure above
- Porch Conversion 288
A
Total Encloocd 1771
I nth 2 Dlnin iz-2
� 9 -2 Total f5u![dImo 2302 5F
6' 4" celling 8':O'':Cefling :; :.', :; r;. ;. i .r ;.: I typical 0 North & East
reconstructed wallsA.
SMOKE DETECTOR NOTE
:?•'` A Install 120 V smoke detectors in each bedroom & a 120 V
--
' :.';;jai tll2"a7/YV.each;eldc;; ;;.•;,::;:. r.;.'.:-1 combination smoke & carbon monoxide detector near each
5t"Ora C Utl lity �+f, ... v ov�,aiud� V:t i";�izc'%'r;::;<: ' I bedroom per F13C 2020 requirements. Electrical or IMF
,' , i 1f :<.::::•.i•:.' .:::. is q: 1,.'.' ::::� .: i <•:•: :.•.: f.r•°
interconnection shall be provided such that if one detector
9 O I :.: (n2tcondit(ohed spgcs) trioears ,, ,,' ,�' ,, "1 � ,all will sound alarm.
_ _ _
(2) 3 x 4 SH
3 " step- own
8" IA it I10'2" X 10,2„
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Carport 810 ceilfng I mV 2 ) i
oke dote r
I (typical)
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It c Gil D/CO GL N i
Ha combo As
CO eteator
I O 6' 4 0IOUC
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(2)3'x4'SH I (2)3'x '
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D' S` 10' 15' Scale - 1/4" _ �` D"------- c4>2�x2 6 5H--------�
1PM(1DDDUJ(0U MI11 1IIE Y' R"UF FE1DD&17C ° = 0(IDI0IP(1D `TL1MU0 ca (0M&DDDD1JMG 00DDD$ 00RUI ILS& `Y OIR
Model # EL # impact Method of Attachment Fa eundf„e rre
Product _ Manuf. FreoeureFBF"" PreasureurerBF EBC 2020, Edition 7 - Existing Building
French Doors Masonite Flush impact glazed fiberglass * FL# 155a2.6 Yes #10 x 3" stainless steel wood screws 0 14" o/c 26.4 (-) 2a,7 + - 47 Porch Converdelorl, Alteration Level 3
5H Window MI Windows #165 5H alum, flange frame FL #17499.3 Yes #10 x 3" stainless steel wood screws 9 10" o/c 26.4 (-) 25.7 + 6O, -55 ASCE 7-16, kf ok Category 2, Exposure "B"
* h(gh dam outswing threshold regluircd from Table iZ-301.2(2) Vult =160 mph, Vaed =124 mph
Main Building - Enclosed
"i have reviewed the abovc components & cladding & have approved their uele in the structure. Thcsc products provide adequate Entry, carport - Open
rceletance to the wind loads & forces specifled by current code provisions. Mean eI ht =12
John M. Foster - Architect - Florlda License #a511 NFPA / NEC 2017
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RECEIVED
MAY 1 1 2021
�:rmittir:g Department
=?C, Luc(„ County
..................
FILE COPY
MAY 0 3 7021
r------------------------------------------'------------------------------------------------------------------------------------------------------ --
------------------------------- ----------------1
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S. ,
chstud + °Ou
ore' ' exrstln ood frame at( roof Oiuctur 'to rem n , ' ' , ' ,' _us"0µ- I
1 II I it II 11 II
if ,l X-3 i I 11
1 , , rr ,I'nterl0r/ ,' 1110 U fl'4' 0 '
standart top 8� s' ex'Ger(gr' o— L. rP iJ
bottom clip o u Is L o
r--'r---rt---I r--T---rt---i `
I i " 1 n I I, 11 i I 1, 11 i 3
n u ,1 double 2x4 $ " 1 11 I II n 1 , rf u , 2IOUble PT,ZX4 F i i X
0 corner, 4 O wide x 4 0 wide x ; if " ; ; i " ; 4-1 m � �� i y r`i (4)1/4 x31/4 both sides 4O ht.✓H 40 ht.9fl ! lu__1 t I1 ;. p,(fnf(Il s�'s
1 I �� I i TapCOn G0t1CCte F� :r==II---I �= :L'-' ' OF U I
screws top & bottom I, I I 1i R� 3 xN i i
I I, I, i i I, 11 I , ® O S V 6 I > I
solid 2x4 26.4 (-) 26.7 26.4 (-) 28.7 „ , 1, I, I exleting Wood �' i 1; "N o o I
i . Into concrete beam , I II 11 i I 11 11 U U I
blocking dbl 2x4eflt- ! Ln! !JL!L__ fraYfjeWall mUw,P@J 0 U
I •� �, , 1 ; . & sill db't.2x4 alit- plate �= ir--n-----"r--Ir- ' , = a +- 0 i 1
43 00 43IL in I
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odelde 1 i
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�f (] Infill wall X iS J(P o o —
1 if
I' be Ond ' �I 'i 11 '1 I /`_! i'-�PUOU-��
poured concrete r. y y 1
.�' 1 PT 2x4 G.==-I I L=='1-=="; __�
' '•--IL-- IL 'L '
PlAta
silt or recast / baaa __II --; } 1 g
conc.Itntcl I I, i , V
1 >.' 'wis4�w+. ��►�.�1�ra���r'a�wia�lw•.�.�!,'ii►ia��i:.i��..�..i�w•i.�wi►�.�}tea. ia�iiiwin.�ll :�iR�. �'nil�iR �7_.� r,�'li,lli l�r,�i,.a�i, lt: � 1
y� i
exfsttng Como. Y�Y]{ V s
1 �-------------------------------------------------------------------------------------------------------------------------' slab &footing RL o ;
43
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MUII COnheGtioll NT5 E �orGh Infill Wall Elevatloll Scale-11/2 -wild to exiStinng patio roof Structure -s 0
Other than "X-5" All connectors are products of Sim son-5troi1 Tie W Co., C
Aluminum Impact rated mull`-2 C o h h e c-t a r 5C �'i e tii u I e p p g U- �- N
00 NOT SUBSTITUTE TYPE OJZ NUMBER
Allow # Actual # Faotenero Kcmarko
1
® Mark Type Uplift Ll L2 Uplift L1 L2 Plate 5tU 5
exfsttng covered Patti
roof structure / existing roof ' X-1 5FI-4- 440 225 5/6" X all KFB* (6)10d x 11/2
l framing
K 3o blown -In f I X-2 OP-1 565 225 (4)1od x 11/211 (e)10d
fiberglass insulation
r i X-3 1,51A-la 1235 325 (7)10d (7)10d
:............... I
x bl oc tmg
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i
...•f,: � `��` •.��'�`° i � >' `� ' � i Note 5
verify exfsttng I
55T = 5lmpeon Strong -Tic
Top plate to stud connectl0n
pair 0 each location
plate
platehefght fffhf hto°relmafn j 51/2" x 5112" 2500 psi concrete curb w/ (1) #4 corlt. &epoxy -yet 1/2"
rT2x4torews 0ppl tee/loto /6"xgp�laA(ptag roof ( 2x4 to plataw/(2)16di x 12" 55 all -thread rod @ 24" o/c -embed min. 6" into exist, slab.
ring-shanknatisiDeachl Blow-out hole w/ high-pressure air, fill hole 1/3 w/ KAKA epoxy
5tmp$on°5t'4"stud taplate °u°connectors 2x4 cross -block ( prior to placing stainless steel all -thread.
w/ (6)10d x 11/2" a each stud
2x4 PT etude 016"o/c � I � 318 x a" hot-dfp galvanized lag bolts where shown. Pre -drill bore -hole,
unless otherwlee shown
T1ltplywood stdtngover I l dip lag In Maud soap before driving,
30# roofing felt & 1/2" CD '
1/2" D/W each side of ` Double 2xa header w/ 1/2" CDX solid spacer - laminate w/ 16d ring -shank
I 2x4wood etude da16" j/° ® nails C 6" o/c top & bottom both sides
p Double 2x12 header w/ 1/2" CDX solid spacer - laminate w/ 16d rim -shank
i , solid 2x4 blockfng __ solid 2x4 blocking g
I nails C@ 6" o/c top & bottom both sides
Return fnffll wall to be of similar construction without openings for door
I & windows. Insulate w/ K-13 fiberglass batts w/ Kraft paper moisture
l resistant barrier.
i
K-13 Fiberglass batt fns. 1/2" D/W l ~ ® . _,. _... . . _.. . ..... . . _........ s.. . . ,..,..._. _..
i w/ realm paper vapor barrier _ --•
1/2" x 12" stafnless $tact "all `
thread" studs as shown prof fle out PT 2x6 floor / wood base
embed mfh. 6", Install w/
KAKA epoxy joists 0 24" olc
PT Zx4 bottom plate wood base / 3/4" T & 0 floor sheathing glued j
& secured w/ 8d ring -shank halls 11
.�' 0 6" o/c OD Joists & blocking
/ - rT 2x edge blockfng rT 2x4 bottom plate w/t/4
x 41/2" TAFCON concrete
1'T 2xedge blockfng screws 0 32" o/c profile cut 1'f 2x6 rT 2x Moe blockfng
% ceramic the base directly applied = `,• blockfng 0 wall
i r to concrete curb
51/2" x 51/2" - 2500 pal concrete :. ! ..:• ', 30# roofing felt
1 curb w/ (1) #4 contunuous ; ��., c: ; under joists ;
t' ''•'--L--------- ------------ ---------------- ----------------
I � Q 11
exlstin , 2" wide 30# roofing felt
flnfsh grade under each Joist 12-1 faunang fOnab &
' existing slab &
foundation
� l
Exterior Infill 5ectioll Scale-1"=1'0" Ulterior WWII scale-11I=1'oa' G 5tepdowll Infill Scale -1"=1'oil I
I
F.-2 iZAKA Epoxy 1Z-2 -2
3490 Oleander Ave, Ft. Pierce, FL 34982
#127 reeln
#606 2/1 ratio hardener
`,� raka.com (772) 489-4070 �,Al cV
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MAY 0 31011
FILE Copy