HomeMy WebLinkAboutAPPROVED HEALTH DEPT PERMIT PLANSE N EDAL NOTES
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SUMMARY OF WORK,
1. Project Description: New 1-story residence.
2. Work Involved.
a. Roof: 5V-Crimp Metal Roof, Peel-n-Stick Roof Underlaymelnt, exterior sheathing, pre-engineered trusses, R-38
Blown Insulation for A/C space.
b. Malls:
i. Exterior. S" CMU walls with exterior stucco finish and min. 1" Thk rig'd board insulation, 1X P.T. furring
and 1/2" drywall at the interior side
iL Interior. Metal studs, Batt insulation, with 1/2" drywall each side
c. Ceiling:
L 5/8„ drywall - see plans for trays, coffers and vaults
li. Exterior ceiling finish shall be 1/2" thick stucco on high rib lath attached per mote on gall section.
d. Foundation: Concrete thickened slab edge and 4" concrete floor slab
e. Mechanical:
i. Provide (1) unit per plans
ii. Exhaust all bathrooms and dryer
f. Electrical:
i. Provide power and lighting; per plans
ii. Provide 200 amp service and 40 slat panel
g. Plumbing:
L Provide water beater per plans
H. Provide sanitary limes per plans and risers
iii. Provide plumbing fixtures per plan
�/y ,p1� �lwy i�6�Y{ fy��Yh. Work completed shall meet all local and state. building code requirements.
V SIB RP ■ ATIOi 1€:
.. Contractor shall verify existing site conditions of project placation prior to commencement of work.
2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as
shown on the drawings.
3. Contractor shall verify space requirements and location of project utilities.
4. Contractor shall field verify all dimensions of project. Do not scale drawings.
5. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project, Commencement of the
work without proper notification to the Architect, the contractor will assume responsibility of work performed.
6. Contractor shall notify the Architect, when the full intent of the drawings and/ter specifications is not clear, "
Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work
performed.
7. Owner and Contractor shall coordinate? Schedule of Values, Application of Payment, Construction Cost and any other fees
related to this project.
CHANGE 0_C DRE :
1. .Architect will submit Supplemental Instructions for minor changes.
Z. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written
approval for all changes made by the Contractor. Commencement of the work without written approval from Architect
and Owner, the contractor will assume responsibility of work performed.
Sil 5MI #"TAL:
1. Pricer to construction Architect and Owner shall submit a list, to the Contractor of required sloop drawings submittals for
this project.
2. Prior to construction Architect and fawner .shall submit a list, to the Contractor of all required testing for this projects
Contractor shall be responsible for the east of any testing requested by the Owner.
TEMPORARY FACILITIES:
1. Contractor shall provide and maintain access to the site of the project.
Z. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project.
3. Contractor shall be responsible for maintaining a clean and safe construction site.
4. Contractor is responsible for the removal of all construction debris.
MATiERLMAL:
1.. Store and protect all project products and materials in accordance with manufacturer instructions, Products and materials
of this project shall be installed free of damage.
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DESIGN PARAMETERS.
Florida Building Code (7th Edition, 2020)
Florida Residential Code (7th Edition, 2020)
Florida Existing Building Code (7th Edition, 2020)
Florida Plumbing Code (7th Edition, 2020)
Florida Mechanical Cade (7th Edition, 2020)
Florida Fuel Gas Code (7th Edition, 2020)
2017 national Electric Code
2012 Florida Accessibility Code (7th Edition, 2020)
Florida Energy Cade (7th Edition, 2020)
Florida Fire Prevention Code (7th Edition)
Building Design:
Enclosed
Ultimate Wind speed:
160 mph 3 second gust
Nominal Wind Speed:
124 mph
Building Category:
11
Wind Importance/Use Factor.
1.0
Internal Pressure Coefficient:
+/-0.18
Building Mean Height:
15a_6,a
Roof Overhang:
1'-4"
Roof Pitch:
5/12
Garage Design Pressure:
Int. Zone (+26.3/-29.3)
120 sgft.
Ext. Zone (+30.0/-36.7)
Door Design Pressures
Int. Zone (+31.6/-34.6)
50 sgl`t.
Ext. Zane (+31.6/-39.8)
Window design Pressure:
Int. Zane (+33.7/-36.7)
20 sgft.
Ext. Lome (+33.7/-44.0)
Exposure:
C
Design Loads,
Roof Dead Load/Live Load: 15/40 psf
Floor Dead Load/Live Load: 15/30 psf
Impact Protection:
Impact Resistant Windows and Doors
OCCUPANCY:
R3 One -Family Residence
CONSTRUCTION:
Type V
Unprotected, Unsprinklered
East. brg walls - CMU
Pre -fabricated wood roof trusses
Int walls -metal stds & drywall
AREA TABULATIONS: (include exterior walls
A/C space: 1,817.5 gross sgft.
Garage: 469 gross sgft.
Covered Patio: 240 gross sgft.
Front Entry 72 gross sgft.
Total New Bldg. Area: 2,598.5 grass sgft.
iamb - 5ra:ax from trap corners
.lamb - (2) at 4' O.C. from ba corners
Jamb - 10-1i2, max O.C.
.iamb - 4' eit w side from center
Embedment: I-V4'4 min into concrete thru IX
Use 3/16' die. Elm Ultracon Anchors
FL # 204N.4
FIBERGLASS
Smooth Star
Therm,atru Corp.
N/A
TapCpns shall be spaced as per product approval
$Be Cover Sheet
+67.0 / -�67.0
ENTRY DOOR
Opaque
on Sheet 8 of 11
Anchors. 1/4" X 3' Tapcons @ Head and .Iamb
Buck Attachment: Head - 4" max from earners
Jamb - 4" max from nursers
Jamb - LIM" max O'C.
Frame Attachment. Head - IV mast frown corners
Jamb - 6" max from corners
Jamb -14,0W max Q.C.
FL# 20038.1
s.G,ta,
8800 Pvc
Custom Windows
Impact iteslst�nt
Imtallatlon shall strlcty where to pratluct approval
see Cover Sheet
+65.0 / -65.0
IMPACT
SGD
and Doors
I' pverall
FL* 2€1838.1 into iX P.T. wood buck
Anchors: 3/16" anchors 0 Head, Sill and Jamb
Attachment. Head/S111- 6" max from corners
dead/Sil[ - (1) maid -span of panel
Head/Si1[ - 4" ether side from center
Jamb - 6" max from corners
iamb - 21" max OXI
Buck Embedment. 1.-1/2' min into concmto
Use 1/4' dia, rTW Tapwns. 3" €rem garner. [r c.c. stag.
Window Embedment: 1-30" min Into 2X
use #12 wood screw anch=
FL# 16546.5
GARAGE.
CLOPAY
CLOPAY
N/A
Attach track as per Product Approval and Track
Set? Cover Sheet
+36.0 % -42.0
I pR
MODEL 73 W6
Suppiement Guide - Attach Buck W/ 5/810 x 6"
sleeve anchors 0 Is" Q.C.
MW RAill, 11:
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Sheet Sheet Title
Information'. .
USEEMMM
A2 Foundation Plan
D_ ,;Notes
�UN.
S2 Structural
Details
Pi Plumbing Plan, Schedules ��
A
Window
AX.
Detail
Door
Keyed Note
E]
Room Nana
�.
Interior Elevation
Wall Type
Z#N
Exterior Elevation
Wall Section
Building Section
Revision
Cx I
Miscellaneous Kerr
Homecrete Homes
Robert
Reserve2162 NW
Port St Lucie,, Florida 4.,
n2 architecture + design
Niki L. Norton, R.A.
2081 SF Ocean Blvd. Suite 1A
Stuart, Florida 34996
(772) 220-4411
FDOH in St. Lucie County
Environmental Health
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Cover Sheet
1 WALL LEGEND
'S 8" CMU WALLS WITH (1) *5 VERT AT 48" D.C. MAX, ALL CORNERS AS SHOWN AND EACH SIDE OF
OPENING AS SHOWN. EXTERIOR FINISH SHALL BE TEXTURED STUCCO, INTERIOR FINISH SHALL
BE 112" THK GYP BD. WITH 1" THK. (R-6.5) RIGID BOARD INSULATION AND IX P.T. FURRING
INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C.
MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE.
ATTACH DRYWALL WITH *12 X 1-1/4" DRYWALL SCREWS @ 8" O.C. MAX AT SIDES AND 12"
O.C. MAX IN FIELD
INSULATED WALL BETWEEN A/C SPACE AND
GARAGE - PROVIDE R-11 BATT INSULATION
Q DOOR SCHEDULE
DOOR SIZE DOOR FRAME NOTES:
NO. (SEE NOTES BELOW)
55'-6" WIDTH HEIGHT THICK MAT. FINISH HOW. TYPE ELEV. MDL# MAT. FINISH T'HOLD
101 (2)3'-0" 8'-0" 1.75 FBR FAC 1 6-PANEL - - FBR FAC AL 2,3,4
10'-2" 30'-W IS'-4"
-------------- I I 102A 2'-8" 8'-0" 1.375 HCW PTD 2 6-PANEL WD PTD
ki 4 --- -------19�-8"--, *1 4"' ------ IT-8" - -- - 7-8-- ---- 7'-8" 102B 6'_0" 8'-0" 1,00 HCW PTO - 8I-FOLD - - - - _ `
103A 2'-B" 8'-0" 1.375 HCW PTD Z 6-PANEL - - WD PTD 4
1035 V-0" 8'4' 1.00 HCW PTD BI-FOLD
I
104 T-8" W-O" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4
EGRESS
�- �`---�------ --- -- - -- --fi lOSA 2'-6" 8'-0" 1.75 FBR FAC 1 6-PANEL - - FOR FAC - 2,3,4
;.a —jl- ----------------------------------------------------._._ ---------- 105B T-0" 8'-W 1.75 VIN FAC - SLIDER - - - _
— -- COVERED D VIN FAC AL 1,2
--- PATIO B ;� 1 107 2'-8" 8'-0" 1.00 HCW PTD 8I-FOLD
I ih
002 lOBA 2'-8" 8'-0" 1.375 HCW PTO 2 6-PANEL - - WD PTD - 4
EGRESS
o ® 1086 T-8" V-0" 1.375 HCW PTO 2 6-PANEL - - WD PTO - 4
G0 °D 10'-2„ 2'-2" O3 10'-1" 13''1" 4'-8" 14'-0" 108C T-6" 8'4' 1.00 HCW PTO BI-FOLD _ - -
j I MASTER SUITE 109 V-8" 8'4' 1.375 HCW PTD 3 6-PANEL - - WD PTD - 4
110 T-B" 8`-0" 1.375 HCW PTO 3 6-PANEL - - WD PTD - 4
t�FSJ) �
HB 05{L 05B ill 2'-8" 8'-W 1.375 HCW PTD 2 6-PANEL - WD PTD - 4
i
--4 ° ( 112A 2°-8" 8'-0" 1.375 HCW PTD 3 6-RANEE - - WD PTD - 4
C4` rat
PANTRY -� 1126 2'-8'° 8'-0" 1.375 SCW PTD 1 6-PANEL WD PT'D AL 4,5
m 113 16,-0" 8'-0" 1.75 AL FAC - SEC IONP - - AL FAC - 2
m 2-6" WC 'i2" 0 Y-4,� r----- --------23'-1{'!- �a - ---------- N 107 _ 0
—� TUB - �-- j—�i i i � 11 am � � HARDWARE LEGEND
V i v SCW SOLID CORE WOOD FBR FIBERGLASS PTD PAINTED FINISH
1104 ` iv 36" HIGH KITCHEN I I I T $ SCM SOLID CORE METAL MTL METAL DOORFRAME PWD PAINTED WOOD
TEMP. COUNTER -- i I d j�., GL TEMPERED GLASS DOOR WD WOOD DOORFRAME FAC FACTORY FINISH
�' I I 16
HCW HOLLOW CORE WOOD AL ALUMINUM DOORFRAME MFR MANUFACTURER RECOMMENDED
VIN VINYL DOORFRAME
RANGE W/ HARDWARE
HOOD ABV 10
i „ .,
" 01 i R&S R&S NO. 1 NO. 2 NO. 3
---- ` --� j EXT. DEADBOLT LOCKSET LEVER HANDLES LEVER HANDLES
t j j I,., 11
j� j WIC o- - W.LC. j LEVERPULL HANDLES THUMB LOCK BB HINGES
GREAT ROOM r "" I i f04 LZI 11O i j WEATHER STRIP BB HINGES
KITCHEN
n SOH I 107 i f
I6`-Z" ! I I '-0" 5' 4" 2 10 1 5'1- _ 10g 3' 4_ 11 I, 5' 0" I 1. NEW GLASS DOORS SHALL BE BY CUSTOM WINDOWS AND DOORS
V 'i-- --- -t--- +---�--- --- — -L11
�2. INSTALL ALL
IOR DOORS AS PER PRODUCT
EGRESSBEDROOM #33. FRONT ENTRY DOORR SHALL BE BY THRMA-TRU.APPROVAL AND MANUFACTURER SPECIFICATIONS.
REF - __ 4. HARDWARE SHALL BE BY KWIKSEr.103 5. 20 MINUTE RATED SOLID CORE DOOR WITH WEATHERSTRIP AND SELF CLOSING HINGES.
I
038
R&5 R8S
_
I------------------------- ' Q I BD
- 2 -0 2'-6" I 111 8" 5 -0"
�) - - t WINDOW SCHEDULE
12p WIN SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL *{SERIES TYPE NOTES:
...
42" HIGH WALLt TYPE (STYLE) (SEE NOTES BELOW)
�" u,7 W/ TEMP. GLASSWIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE
BEDROOM #Z ( i °" a 0 HO E PANEL cn
Ut DINING ROOM --- CUSTOM WINDOWS SINGLE
1 N 102 I Q f, �j a i „y A 6,-0" 5'-4" VERIFY VERIFY - - WHITE WHITE AND DOORS 8100 VINYL HUNG 1, 2, 3, 4, 5
i06 ! _ 8 +— B T-O" V-4" VERIFY VERIFY - - WHITE WHITE cusroM wmoows 8100 VINYL stnGLE 1, 2, 3, 4, 5
AND DOORS HUNG
-�- C 3'-0" 3'-0" VERIFY VERIFY - - WHITE WHITE CUSTOM wlNDawG 8100 VINYL SINGLE
1, 2, 3 4, 5, 6, 7
AND DOORS HUNG
' j - - CUSTOM WINDOW6 SINGLE
~ I FOYER! ', -' ;- --�-+-�-� D 3'-0" 4'-0" VERIFY VERIFY - - WHII`E WHITE An0 000Rs 8100 VINYL
p W aAsER+. }-- TUB NOTES:
(/��}�}
— lO j L/ 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS
13'-4" _ ,r _ 19 2_ r. 6°-B" - `�p� - -_ _ _ TEMP TYPICAL WINDOW HEAD HEIGHTS SHALL BE V-W A.F.F. UNLESS OTHERWISE NOTED, REFER TO ELEVATIONS SHEET A3.
t ,_ "
---
2. �vP CA
3. 5,7 SQFT FOR EGRESS FOR ALL BEDROOMS AND LIVING AREAS.
LAUNDRY I 02A � M I O WC 4. VERIFY WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER.
1 2 _ S. INSTALL ALL WINDOWS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS.
- z 6, AS PER FBC R308.4.5 PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS.
--.--.-- --.----.-.------ - --- �1-- ... ... 7. PROVIDE OBSCURE GLASS AT ALL BATHROOM LOCATIONS.
---EGRESS A 12B - -- --- .W.H. )
/ - -
/ - - 22X54 =
ATTIC ACCESS
us, in 6'-O,COVERED 6'-0" L------------
-ENTRYj .
- —j
-- cl CRASH POST
- D OO1 V-0"
-- ----- --- --- - r' GARAGE k ---
---------+--------_--- 113 j
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GLASS GLASS
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113 x 2 - WINDOW TYPES
SCALE: 1/4" = 11-011
I
6'-1" V-1" T-4" T-4" 2'-4" 4'-6" 4'-6'° T-2" 16'-0" i T-2"
12'-2" --- I2,_O„ -- ----- - 9'-0" 22'-4"
1 - FLOOR PLAN
SCALE: 1/4" = V-011
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Project 21-0711
Number
Status I DD
Issue 09-Mar-21
date
Sheet
Floor Plan