HomeMy WebLinkAboutFloor & Electrical Alterations 12-13-21i'
BATT INSULATION r luAffidavit
Building Department Proct Approval Su6mitt
hAN
it# Contractor: TBD --
PermBuiidingAddress:SEE'.
;�- ClIaning Schedule: Swin Y doorpverhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights
OpeninglD FL#orNOA Prouct Model# Mahacturer Glass Attach,mentMethodType,Size,Spacing& Building Product
it Description Embedment (DISTANCE FROM CORNER/ Design Design
III NCE O.C.
Pressure
" DISTA
Pressure
4e,
ON I REWSAT3 / 6-2"X4" TOP PLATE OR 1 %„X3 5/8r' SH 20o O CI
D WAL A •METAL RUNNER IN OS H. NOA# SI PGT N MpACT #12 X 13/8"MIN EMBED SC 1 ��+/-48.5
PLYWOO L SIIE THING -
WINDOW 17-0630.02 W ) W SEEELEV
Ify I'':I' GRADEDFELTPAPER(APPLIEDLAST) Product Modell) Manufacturer Attachment Method Type, Size, Building Product
L PROVIDE BEAD OF SEALANT '/;'
I i .I Spacing, Embedment & Stiffener etc. Design Design
2 X4" WOOD FRAMING @ 16" O.C. FROM EDGE OF OPENING UNDER LP
l'T 2x.&lre-wlj
b T(�(� �'I' • APPLY FELT TO EXTERIOR OF FELT
Pressure
OR 1','N'X3 5/8" METAL STUDS !..ii T r
/� L L j / OPENING AND FOLD FELT OVER JAMBS Hurricane OS" ALUM.TON AND 1/4" X 17/8" EMBED ELCO PANELMATES @ 3" / 18" O.0
Pressure +/-47.2
� FL# ST(RMlli IG , I Panels 11398.1 PAiELS 0•CLiNTRY SEE ELEV
WINDOW OPENING
Ihave reviewedthe above produtapprovalinformationand aJoveit.
")( S"�f fL1bS ill GRADE FELT PAPER SILL PANNING Name: Paul Welch P.E. Certificalon Number: 29945
II!I���fll PC!3 16 a.C. I,i ; ; (APPLIEDN")
WRAP OVER ENTIRE SILL, OVER _ -
H -(� IIL . I LAP SILL PANNING 4" PROVIDE
- � 1 sru Lauo r i' i,
f" DRYWALL BOTH SIDES BEAD OF SEALANT '/" FROM EDGE
OPENING ERFELT
is
,' II n',
l� ItiJ�ULAT�� l I L APPRON APPLIED 1
OF O UNDER
I.
51 t .sl
, I GRADE D FELT PAPER ( )
2"X4" BOTT. PLATE OR 1 %"X3 5J8"
I iri I'i 9" WIDE CONTINUOUS UNDER SILL PROYI:DF
W TAPCONS OR i�al Il BEAD OF SEALANT /. FROM EDGE I .
METAL RUNNER/ " o PI e Department
CUT NAILS @ 2._O»'o.C. 110d NAILS a'T. Z X o I;e7ILol /� j
y OF OPENING UNDER FELT annin D velopmentServicesDepartm I.
! 1 I �il 11 � S" t � BuIIPg&Code Regulations Division
e I
+,
FOR WOOD FLOOR) p�T %�/,i I "I 230o v Fort Pi L 2- 62-15
� I I � t Virginia (772)a
�w�T�IbN - F-IE�F� �TA�Gas I �Ih I, I�i -11j, ';',
(4� Certificationfor Design Load Compliance i
ISTING FLOOR F Pierce, F 3498 53 '
Project Name;. EIGHTON ALTERATIONS j
P Addr ..
.:r. ' 'r s•£....... ,!I�.,�% ProjectAddress: :32 NE LOBSTER RD.
. ;, x;,yA'zr �%II i_
•.. .. ,,-_.. ,. I ._ L._ " -, ., �-. ,I 1. ,v.-..; � � ;;,,I•:'I Permit ri: Ottupanry ls,
- „ , , IL. e: R Construction Type: V i
f :.I
. .. INSTRUCTIONS f01 USE:
of n. .I ,.Yr '%r�l 1I,t.. y: r
,•.;3,:.,.:;,J".': �,lir �j •This certification nustbe completed, and sealed kl�e design professional of record. - -
_.__- -. -.- ;I !- 4II'F " 'A _ ,Y ,,; - • Submit )copies s al, (3) copies or commercit;�� all permit applications involving the following:
2 br re identi f _ .
TYPICAL INTERIOR - -BEARING _ .... _..... o In -fa y) .-
/ • it to New Residences (single rmu' mil
ition
WINDOW OPENING WATERPROOFING DETAIL Dts... ydstructure requiring
A �� I aAesid ial Ad
WALL 0 ® �• N.TS. �� I `n , ! I I I NOTE: AP(IROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADE D FELT: e " � r l'4•°°"�' -@'r � � y. oAnynonresid residential a •
�(/,/�� a bui din L111C .
t,.c'- ���"' -- n• "Note: Form notre{uiredfor Interior renovations providijhatno exterior structural elements are affected and
, i If b i b
' ' '- - -•- --- � r minor bw at discretion of the local g t e above o questions.
f € A re - -
_. 2. X � IW I� rn. ,f .N�',t ��I Itn +.- ._ LJ � i1
official. .Can act t r ue
- ., ,. ., .. certain 'Iding permits di ce I
nE FloridaNDBuildngPilOC de2020'('itiPAwith _ISupplementsusingASCE7-Supplements -
DESIGN PARA hat appiv
ELECTRICAL LOAD CALC'S , i. DESIGN coo 20 - -
.........-_._. - ------ -- - - ..._ _ u Y ,
PER NEC c
,. Expl�urca Partially Enclosed p
FD End Zone Wldth:C DSen ft -
2. Structure
ed as (check
EXISTING LIVING +NEW LIVING ASDN/A LR
- 4 Design Wn d Ve oci X one):mph 124
_ � _ - - � an Roof I Parapet: N/A ft
I ... ., tyl II 160111
1512 S.F.@ 3 VA 4536 VA f I' i.' S. Me R fHeight; 15 ft Roof Pitgh: r,/a -12 P P ,
TWO 20AAPPLIANCE CKTS 6.Com onents&Claddin Design cionl0s ft@15'MRH,clear) label on all lanopenings):
3000 � P g 8 d: (PSF, li''u_ q Y P'
12" #5 REBAR DRILL -`.~...� LAUNDRY 1500 � I .. :. � .. /. fix'.. � � � - zone 16.0 Zone 16.0 3 16.0 Zone4: 7.6 Zones! 27.6 Garage: N/A
3000 PSI' - 5000 .,_- : --. -- / .25.3 -44.0 65.1. 30.0 •37.0 N/A
20 Zane
0 XY 6' W
- , UT & EPO DRYER -
" 7, Design Loads; Floor: N/A pSF Roof Dea--/A PS Roof/Live: N/A Balcony:_ N/A PSF
CONCRETE _ . .
REPAIR Z -F�- 2,1" o.c. (TYP) RANGE/DBLOVEN � , ¢ 28 b6L . g l -.
12000 ? YL-I1, 13A rT5
_ WH `y / IN EtISr vlALL __-.-..}i��IGJ,. �j(�(�_: Dock: N/A PSF Deck: N/A PSFStairs: N(_APSFFence: N/A PSFRallings: N/A PLF/CONCENTRATED
DW 1200 r A✓1NA/!� �. t�t?L� -. 8. Were Shear Walls Considered For Structure? X _Not Applicable Explain Why Not:
- / 7 WP TUB OPT. /...or FIGS i
1
a °° . • ' ` / I, - ( ) _,_ 1200, -:_ __--- - -- - : --- -- -- 1 l - 9. IsAContinuous Load Patli Provided? X Yes rljApplicable Explain Why Not:
-
- \ -
Rf_FRIG 1200 '
: IRR. PUMP (OPTION) 1800 I I'' - - --
�+ ` 10. Design Soil Bear ag Pressure: 2500 PSF Soil Test?porCs
• , MI - Sut3mittedi =`Yes `
SC, _ 5000 DESIGN PROFESSIONAL CERTIFICATION STATEMENT• _ _,_ __. �.�,.,,, _. .. s
-
-i -:TOTAL _ _ 40936 VA. l -' -- -.� ',-•"---- - - - - (certify that, tothe6est oFmyknowledge and belief, the al4hed plan &spedhcations have been designed to
Ill=Ill-�TT-Ir-III-jI-� III) �7. comply �X . I structural the poronsurre ced by St Lucie
FIRST 10 KW @ 100/a 10000 „ - � County. lnalso cerffy thatslructuraleements depicted on't(e plans provide adequate resistance to the design I
-1� 11! L WELL COMPACTED o Ilip./
IIII'' IIII I= II EL REMAINDER 40 /o 12374.4 I .I forces specified: I .
ll III TERMITE TREATED
-I mm. _ - --- Paul Welch P.E. ' 29945 5115 s
�!11 � OACI<FILL WIT1i /
• I �jll- -_ -.�--�U-t- Ohlll_ VISQUEEN - 22374.4 II / - ..:.-- ...: --- - -- -- - -- - -- --: --.._ - ._.._..__ - - - tN & Co. Cer �.
��-�- TOTAL k Print Name Cer tauth.
v Paul Welch Inc. I
IL1IL-1jJ ITT�iTL=117_...�J'� NEW PIPING
- OR CONDUIT A/C HEAT 0.100% 12000 � I 1. 1p-pjn 014PLAta i2/2z/zo
Signature, Date, ana Sea[ 1984 S.W. Biltmore St. Suite i7114 Port St. Lucie, FL
TOTAL 34374.4 VA �1' �1 X 2 rPT c•i - -- --..-..- _ .. _ _ -- - - --
THEN AIR DETAI"NalTYPICA1 H In L r U34374.4 a'1:X Ikrr, WALL(TYP,� wl
. - ..._ _... Company Name &Address j
r 0 .� �XIST_fi �.
240 = 143.2267 AMP;;i i' 1N50L• 2 -j, >)b iJ(LvYS('lZ_ q
IL
it
EXISTING 200A SERVICE O.K.
J C Q e . Not To Scale -- - -- - - - - r: - �: 1 R5-P IZaO I✓I \ Q E~X i�� I I l ❑7 0 t iv_ 2 STRUCTURAL NOTES: i.
--- - k e,
--- i
LL _9 �: KITL{-Ir'N LIVIiJGt kS I
I) DESIGN LOADS W ACCORC�CE WITH ASCE7 I io
2) SOIL BEAR CAPACITY-000 PSF .. . -.._ .. ,.1. : ^S .. 3) 3000 PSI AT 8 DAYS I
r
k � Racl �� �
4) SLAB / FOOTINGS TO BE CtICRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
waLL L�-rP� ,
r ` /'. " STRENGTH AT 28 DAYS. SE
FLAN FOR SIZES &STEEL REQUIREMENTS. C! i
I
�,, c N " S) MINIIVIDM CONCRETE PRO`aCTION FOR RF,RYGORCIN'G BARS:
:..f .. :3" SPEND .I',"
sgT I FOOTINGS
(� ) LUMBER IN C NT T CONCRETE R M. PRESSURE
6 ALL LU IBE 0 C7V1 H CO TE OR SHALL BE PRE
B%
EXIST, oo� I n 28-/ TREATED. � N
/ BEAMS: '
I A
..WEVA 7STRUCTURAL COMPONENTS DUE TO INSTALATION OF
- - �, __ \ N iu ARE IS O D. 00
t C ) HARDWARE NOT CRACKING RA
- -- - :.
I
"- - -"--- - ""'--- ''- - (W 1 C-i1':'•) 8) UNLESS OTHERWISE NOTfiiTHE INSTALLATION OF SPECIFIED HARDWARE SHALL N
9 CONFORM TO THE MANUFCTUREB TNSTRUCTIONS AND STANDARD PRACTICIES. ,
) XTEMOR WALLS TO BE S ! LJ N
?TA/.z1 I t
(Irn
. � 3/8" O HEAD @ 6" O.C. OVEN) LAYERS OF (119H FELT OR TI'\'AK BUILDING WRAP)OVER
LI NFt.I / 15/32" CDX PLYWOOD WIT{t0D NAILS TO STUDS @ 6" O.C. PERIbTETER AND FIELD. -
�dd'n 1f1) IMIT RIORTOBEV,,"DRYW;LFINISH.
11) PROVIDER-11BArrs.INSUITIONIN\i'ALLFRAMLNG. iX
• ,._ - ,- - BF-ha5T12. _`� t-�S-'f- __ m 12) WEEP SCREEDS. A NUNIMLJ19.019-rNCH (0.48 I4IRI) (ENO.26 GALVANIZED SHEET CAGE � _
fr
CORROSION -RESISTANT VWP SCREED WITH A MINIMUM VERTICAL ATTACHYI GE :
CRE'
.. ('F-t?dIII I 1 ° ' ' j - _, - FLANGE OF 3 /r INCHES (891[' I) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION
y b _ : : 1" PLATE LINE ON EXTERICHl WALLS IN ACCORDANCE WITH ASTbi C 926. THE WEEP E]CP_ ESoLCI"S @ZtS a[. - - _ : ! -
1 -!.. ;..
llo¢ta VEKT. e F3t.x1�/ Q.x$ FILL11� .. ! .:I / .
/ : �
I
SCREED SHALL BE PLACE MIIVINRIIFI OF 4 INCHES ]02 MM ABO
(� coNNecn'auOF A
" 5 t ^_;..._.....,., : _.�.. _.... _. -:. _ ._...-- _ ...: - ._,_._ ..� �' C 9f' WATER TO ))RAIN OVEPA ,DI, OR OF HE BUIL TYP. THAT
WATER ALLOW
ISTIVr FED
/I6 ><.3. 7G � _T ; _, „�.li/ � _,_,.- _ OTHEi: HE UILDING.TfiE\VATER-RESISTIVE •--�-I
j
rp yy O.G. = , ; _ i - __ . r __.- / _ t BARRIER SHALL LAP THE )iIACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER
..LLJ
FP-a,JIVE- \(.�.f`-o>` I FI1_L_-.1 !,! t� Ud._..2 S S.F[L�---�. IL .,S� i _ - . , d t u i .._... .. _D TERMINATE ON THE ATACITMENT FLANGE OF THE WEEP SCREED. -
: Pa411E2 r waL t w ( _ ?i y - -..
-�r-
AND 7'
Gi,IJGc-o rtgN'toJE >i ON p -`-T 7 '
cat
- - `l'-p''I Meal
;y AREA TABULATIONS
VA
t --- -- EXIST LIVING/MASTER BEDROOM AND BATH------ 1080 l
�T .R/�IJ 1]yr-- OFFICE - I
- L ----- --- - ----
BEDROOM/GAR. ENC .--------------------------
SF
OF WORK TOTAL LIVING -----------------------------
SCOPE__--------- ------- 15 2 5 F.
R � /� / Q J� �" /� I _-- _--� S.F. 1��� ��
o VL-LJC �6'Td FIB AME DEEM L-D ELTCTRICAT NOTESi
ENCLOSE EXISTING GARAGE AND CONVERT TO BEDROOM PER PLAN NOTES: 00
_ NTS CONVERT' SHED TO OFFICE PER PLAN '
- - "--ALL WORK SHALL CONH LV WITH THE 2014 NEC (NFPA 70) AND THE FBC/FkC :2017 CONSTRUCT NEW MASTER BATH AND CLOSET IN EXISTING MASTER BEDROOM �jp SMOKE DETECTORS TO BE I iov W/ BATTERY BACK UP -ARC FAULT CHRCIIIii PER PLAN THE CONTF�AO L
SMOKE DETECTORS TO BELOCtiTED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING i TOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL �� , � ��� �Q�
?IEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY DIMENSION% ��»»J
- SN�OKE DETECTORS TO BE INTERCONNECTED 50 THAT ONE SMOKE DETECTOR ACTIVATES ;,; ALL CONSTRUCTION MUST CONDITICINJ$ AT JOB SITE, PLANS, SPECIFICATIONS, EDT. J f SHEET 14UHBER
LLSMOKE DETECTORS INTHE RESIDENCE NOTC. TCOMPLYWITHTHEFBC>A�ANDTHEFBC�92o STRUCTURAL FEATURES NOT DETAILED ON THESE P DEC - 3 y
Pq RESIDENTIAL I '" EDITION), 2ozoPLUMBING CODE, 202OMECHANICAL CODE AND THE NEC CANS WILL BE
I,OVIDE BRANCH CIRCUIT ARGFAULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS `70) 2M7 EINTIOM R SSEL) BY THE .lt AUL. WELCH INC, GP
CAERFBCAND NEC REQUIREMENTS T (NFPA: ErNpINEEF A AE'CHVEC1 ELECTRICAL C/V/L EMG/INFER)
AD
o a ALL BRIT?. S CONSTRUCTION PROGRESSES,
- EXRBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10 OF ALL BEDROOMS NG
TO ROOF OR SOFFIT L oR - N DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
D ONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBCz Z F BlLTMOREST SUITE-# }
� DITI
' - PRIIAUST FANS T ALL bING DIN
TuOVID MPER RE,SIS T RECPT S PER NEC REQUIREMENT EXIST! GS, THE FBC ozd, AND THE FBC :eat 5RE5IDENTIAL XB�PORTS7 LUC/E, F C 3 gg84
' ETA TAN ICLE S BUI SCALED
-. N PH /V
1�F
GRIs NEW ELECTRICAL INTO EXISTING SERVICE DI S. O g rj?l78 9888 E JNA/L PI LCHI/VCEAOL. CONJ
S AN ALTERATION LEVEL 2 AND Iv1UST COMPLY WITH 'CI FBC' dFOR I - ALLY, L
IA
ROUND SYSTEM PER NEC50 p�y�0-_ EX STING I RUCTION TO BE IN ACCORDANCE_ WITH THE FBC I FBCR 20JA-(RTH pyL CFf, P.$ PLI REGNO. 29945 ¢ - Tlusi7[NG S CHAPTER 6 AND 7 EDITION).
- - -