HomeMy WebLinkAboutPlans File Copy
A LF D F A ST E f i E R S 0 R AT 1;� H tz, S
ARE THE RESPO'11SIBILITY OF'HE TERMI'll'rREATIMIENT N-WWRO
00FRA0TOPI 0F HCOFfi (2.5*
937479 ONTARIO INC. ST C T 0 Ty B U 70-P,11�q r"D i'.FJ-S 10 IN
13503 NW WAX MYRTLE TRI nr--� PLANS A214DAILL PROPOSED WORK RVIVIEN11"E"D FORNrFLLANCE
PALM CITY FL 34990 ARE SUBJECT TO ANY CORRECTIONS f�EVIZIVVZI B'Y 0
REQUIRED BY FIELD INSPECTORS THAT
4436-60.1-0020-000-2 PERINUT MUST BE KET-T ON JOB
6d131sil-r-- - N' 'E
C110 17VILLBEhULLI •
HIS BATHROOM
DEMO disconnect plumbing and cap off, remove cabinets,soffits,toilet,tile,some drywall, old lighting,exsha ust fan,
shower door
ELECTRICAL install new,3 recess cans,exhaust fan,add 2 wall lights,add one new gfi receptacle and replace 1,add 3 switches and
replace 3
Add add new 32" pocket frame and door and trim
NEW drywall,cabinets,cou ntertop,sink,faucet,toilet,tile,tri m,pocket door,paint,new electrical devices and lighting,
shower door
HER BATHROOM
DEMO disconnect plumbing and cap off, remove cabinets,soffits,tub,shower,toilet,tile,some drywall,old lighting,
exhaust fan,shower door
ELECTRICAL install new,4 recess cans,exhaust fan,add 2 wall lights,add one new gfi receptacle and replace 1,add 2 switches and
replace 3
NEW drywall,cabinets,countertop,free standing tub,sink,shower value and diverter,faucet,toilet,tile,trim,paint,
new electrical devices and lighting,shower door and glass panel
NEW relocate tub drain to center of tub,install new wall value for tub in half wall, cut down wall between new tub and shower,
install new shower value and diverter for shower head,hand-held and bar,overhead rain head,
replace shower drain trim in existing 4" recess
WINDOW replace existing 60"X60"casement window with a 60"X60"impact window in existing opening
u LA
, � .,• _ it ' , � ' �
,,; ,.� ,. ,� , : .��„;� • . . off � ,� ,•, � ; . . . � : . !� •� �.
r�
; .
'fle cod'
By:Shawna Hodge Quote#: 1611808/1
- 'Vhhskraatfa�Hba lro7Nsbdup�Tl=
308 AVENUE A, FORT PIERCE,FL 34950
Ph:772 287-1611 Fax:772 286-7058
® e
e 1p s
111.
T117j�c y"< Cust PO#:JJP-HEWITT
p�t� x''�� 'Z
Version 1
Item No.1 Qty:1 Price$877.92 Total$877.92
Model:8150-PW Color: WHITE
Desc:8150-Picture Window with Standard Frame DP:+65/-65,"OPEN FLANGE
ACCESSORY GROOVE",[FIN ONLY,REMOVE FLANGE],IMPACT,WHITE Dimensions tl
FRAME ,1
LOW E 366,Insulated DLO:59 x 59
TIP:601/4x601/4
AAMA Std.Gold Labeling W L7HS-T
FPA#13010.1,138-562&138-1362, –
Item No.2 Qty:1 Price$13.17 Total$13.17
Desc:,,
Dimensions
MA-0
Subtotal: 691.09
Disclaimers:PLEASE REVIEW FOR PRICING AND ITEM ACCURACY.
This quotation is valid for 30 days.Pricing and availability are based on sizes and quantities listed on this quote.Changes in
sizing and/or quantities may result in units having to be re-quoted and/or reviewed.Please verify all sizes,quantities and
specifications prior to placing an order.Quote is subject to changes and corrections until it is signed and placed as an Tax: 53.47
order.Mullions between units may indicate a need for additional structural support to be determined by the contractor or
architect.Additional support should be taken into account when calculating rough openings.CWS,Inc.does not
recommend direct mulling above patio doors without additional support."Thank you.'
Total: 944.56
6/22117 9:44:17AM Page 1 of 1
Fide copy
PERMITTING INFORMAiTiON (FORM 100)
Florida Building Code Residential: STH Edition and ASCE 1-10 for Wind Loading
Building Design is:Enclosed Risk Categorgg: 11 Wind Speed: i40 mph ultimate
Mean Roof Height: 1 1/4"Roof Pitch: b:12
Internal Pressure Coefficient. ±0.18
Sub,lectabihtg to damage from: Weathering:Negligible Termites:Veru Heavu
Width of Roof End Zone: V-4-
Wind Exposure Classification: $
Adjustment factor for Exposure Height Using Allowable Stress Design and FLAT ROOF TO i�pFTCN
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.bDL+O.6WL
Exp Height Add Factor. 1.00 x Load Combo Factor 0.4 = 0.4 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +I4.0/-26.0 pat
Root Zone: 2.+16.0/-45.0 psf
Roof Zone: 3.+16,0/—bb.0 pat
Components it Cladding Wall End Zone Width:
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+28.0/-50.0 psf
Wall Zone: 5.+28.0/-38.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:+24.0/-29.Opsf
Shear Walls Considered for Structure?Yes q!a'ASLE ROOF ct GABLE TROOF FPROM
Continuous Load Path Provided?Yes
Are Components an Cladding Deta s Provided?Yes
Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X Bg Test: psi p. Root Zone 1 ®= Rod Zane 2 Corner zone,
This Building Shall Have the Following: Warta zone Q Wawa zona 5 Roof Zone 3
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: END ZONE