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GENERAL NOTES:
DESCRIPTION OF WORK;
ENCLOSE EXISTING CARPORT FOR FAMILY ROOM
WORK: ALL WORKTO BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
{ j W17 6'" EDITION, AS ADOPTED BY St. LUCIE COUNTY.
t J 1¢
1 THE CONTRACTOR SHALL LBEWORAWINGSFORTTENTINCYNDINERPRETATION.
ANY DISO ORDERING
MALLBE&LOUGNTOTERIALS UCTIONENt10N OFTHEAROIITECT
PRIORTO
CHANGES M THEWORK FROM THESE DOCUMENTS MUST APPROVED IN WRITING LY
BYTHEARCHITER.
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yiy .. yy /. ELECTRICAL, NONDR AL ANDWINGS PLUMBORCO VE WORK NOT PART OFORK TODOCUMENTS.DESIGNS
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INFORMATIONONDRAWINGS FOR IN
ONLY.SAIDWORK TO BE DESIGNED
AND PERFORMED BY LICENSED CONTRACTORS INTHEIR RESPECTIVE FIELDS.
ELECTRICIAN TO PROVIDE ELECTRICAL LOAD CALCUTATONS-ND RISER. r Y
i :;. i i-•Ld . \.i_ i _ 9v ,{,ys,
BRANCH CIRCUITS ADDITION SHALL BE ARC FAULT PROTECTED PER NEC 210.1E V Jam/
_ � WASH CONCRETE d L9
- -- - — -- ----- -- ---Yp- -- -- -- ALL RECEPTACLES SHALL BE ARC FAULT PROTEREO,AND TEMPE0. RESISTANT PER NEC 406,12.
TEMPORARY FORM TO _ _ 'C
GAIN HYDRAULIC POUR. NEW WALL - MECHNICALCONTRAROR TO PROVIDEfIORIDp ENERGY CODE If REQUIRED._. i.
{-- __
REMOVE FORM& EXCESS 5/8" ALL -THREAD; 7" EMBED BASIC DESIGN INFORMATION FBC SIXTH EDITION 2017
C) 9-1v _ �" CONCRETE AFTER CONC. - , ' INTO NEW CONC. USE NUT B S BASIC
SPEED
D Fac
�y BASIC WIND SPEED 160 MPH (Null) '
SETS, BUT NOT BEFORE IT 104 ON END IN CONC. : Wind importance tactor 1 ASCE 0
• € HARDENS; +/_ 1 HOUR. - '-- -""- WIND EXPOSURE FACTOR - -
_ INTERNAL PRESSURE COEFFICIENT -/-0.18
,/ • , BASIC DESIGN WIND PRESSURE 24 PSF _ £.
�'A✓- I ` I - REQUIRED BY BUILDERATTACHMENT
* 777'' BUILDING DESIGNED AS ENCLOSED PROTECTION OF OPENINGS REQUIRED
•6 PROTECTION OF OPENINGS REQ SEPARATE ' y
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1{g��}� �j_(. '' _L�y,,. MAXIMUM DESIGN PRESSURES:
-- b MWFRS HORIZONTAL/WALLS (+22,17) ROOFS (+10-18) (-20 OVERHANGS)
' ° L' ✓Y COMPONENTS AND CLADDING:
2 E ZONE 1-ROOFt-16,-26) -
Q M L
ZONE 2-ROOF(+16,-05) ++ G 00
3RL
i `W ' , ZONE OOF (+i6, G6 = 0 Q) Lc
Ij }JE(jj: P ZONE 1 -ROOF OVERHANG (+16, -28) 0 it I)
- ---d---=---- - )� ZONE 2 -ROOF OVERANG (+I6, E6) 3: M >
- ZONE 3 -ROOF OVERHANG+16 - ..
i
I`' \ WIND LOADS BELOW TO BE USED FOR OPENINGS: ' C.1 > •�
,{ -�� �. _-_ , .. _ ZONE 4 -WALL FIELD (+28,31) (6 C1 O
SHORING DETAIL &NOTES r ZONES -WALL CORNERS (.28,-38 WITHIN 5 FEET OF CORNERS i {\
_••__••_• _.. r
clill
Je ` _ i 1. (2) 2X6 SPF #2 LEAVE SPACE UNDER �_. - J I 7i_ - 4 i I i �� E H N
FOR SHIMS. (1) 2X6 @ TOP PLATE. ON
a' r 2. 2X4 SPF #2 STUDS 30"O/C
c I� V d aM
(2) 160 NAIL TO PLATE
3. 2X4 SPF #2 SWAY BRACING
D .
(2) 16D NAILS EACH STUD.
4. 2X4 SPF #2 OPPOSITE SIDE
(2)16d EACH STUD.
( 5. 2X4 SPF #2 "X" BRACIING.
(2)16D AT SWAY BRACE. p f
6. SECURE TO MASONRY WALL
WITH (3)'A" X 5" RED HEAD
I ANCHORS.
1
' DEMOLITION NOTES:
1 SHORE -UP ROOF.
I L
f j 2. SAW -CUT CONCRETE SLAB +/-12" _1{v, V2 t
4 f -
OR AS REQUIRED NEW FOOTING. a
SAW -CUT SLAB FOR 3" WASTE LINE-tv_t:_te_N
j 2-A INSTALL NEW FOOTING PER
FOUNDATION PLAN.
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7M MLLL
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3. REMOVE WOOD POSTS, BEAM AND — ..__..
CONCRETE BLOCK KNEE WALL _
v 4. SHORE -UP ROOF. T ?
5REOVOOFRE r4ew F
Ii
- O; .
AND PA
ALLOW CONCRETE FOOTINGS TO SET-UP t f'TItP�G,I��AY _,�'"a'LT'i`��3.� _1•
' 7 TO 10 DANS BEFORE ADDING BLOCK WALLS
REMOVE SHORING ONLY AFTER MASONRY WALLSwrs
ARE IN--.-�...t�eI L�L.G :I A.. +.� JrII• 1.20 9 ot v '
LACE FOR 7-10 DAYS. en•.A,
ALFRED APS;:%
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30# FELT
=
IMPSON LTA2 (10)16d x 1 '/2 NAILS
(2) 8" BOND BEAMS; (1) #5 IN EA., FILL W/,
_
2000 PSI GROUT
8" CMU WALL -.-:... _..
'
3 COAT STUCCO EXT.
8" GROUTED CELL; 2000PSI GROUT W/
.
-
#5 RE -BAR. SEE FLOOR PLAN..
1X2 PT FURRING STRIPS 24" O/C
'
FOIL FACED EXTRUDED POLYSTYRENE
' INSULATION BOARDS; FOIL TO.EXTERI.
GYPSUM BOARD, TAPED AND PAINT
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III W
�0+ to >
7M MLLL
h G
C Q 45 •v
OR. w J Z J
ED
0 U)
j CIF—aN—IL
3. REMOVE WOOD POSTS, BEAM AND — ..__..
CONCRETE BLOCK KNEE WALL _
v 4. SHORE -UP ROOF. T ?
5REOVOOFRE r4ew F
Ii
- O; .
AND PA
ALLOW CONCRETE FOOTINGS TO SET-UP t f'TItP�G,I��AY _,�'"a'LT'i`��3.� _1•
' 7 TO 10 DANS BEFORE ADDING BLOCK WALLS
REMOVE SHORING ONLY AFTER MASONRY WALLSwrs
ARE IN--.-�...t�eI L�L.G :I A.. +.� JrII• 1.20 9 ot v '
LACE FOR 7-10 DAYS. en•.A,
ALFRED APS;:%
ile--
eh.