HomeMy WebLinkAboutRevision 3-7-22OFFICE USE ONLY:
DATE FILED: j All, fi ^� / C,a
n rm
REVISION FEE: � / 6 . O U
LOCATION/SITE
ADDRESS:
PERMIT # ! 7( - L1
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-565
(772)462.1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE
-- WY i .--
ARCHITECT/ENGINEER INFORMATION:
NAME: OB& 1 [ ' % I R
ADDRESS:%
CITY: la S'/ STATE:
PHONE (DAYTIME): — 2 5 — 9222'
SLCCC: 9123109
Revised 06130117
ST. LUCIE CO CERT. #:
ZIP:
FAX:
ZIP:
FAX: tvih111 -
r� rt
cci
RECEIVED
MAR 0 7 2022
St. Lucie County
miltin
pwelchinc@aol.com
Revision Checklist
Mar 4, 2022 at 5:00:05 PM
memerepete@hotmail.com
Revision Informaton Sheet
For Issued Pehnits
U t
1'h'U(kttl.c t�sa'�..rrr tihYrCAitV[t -..
Otvners Narne Lt t h9 r .`N` 1 V Applicant:
Product
Opening Design
- Pressures
Product Rated
Dealum Pressure
Manufacturer
Model Number
Product Approval
Number
Glans
Type
Method of Attachment
Mullions
--
Flied Glass
,.
..
..
Block Glass
Skylights -
Sliding Glass Doors
-
- - —
Swing Type Doors
f-
- > (. ,
.i_/" (p :f
(\4 CO -Ai 'Yr;�r9
)-1 Ll-Z(:. i.>i�;t
:, - ' .I.':E ri.� 1 t rN
!�{
- -
%4 i I Fr4
- -
French noors
Garage Doofs
.1`-;>2,"�
—:�I.y.+a
>3L _.a
it +I_
1'
JAB tc%iL
..
- 24 it11'
lg6ka,,.,r,_ .
- -1 ftlfti', j`L
!l/)?t.
°a +.'VYItJ, e:-'text; lr�.at➢ $L(L-i, i:�y<
/+! ". d t� tG .�
Hurricane Protection
Roof Ventilation
Roofing Material
9
•:ram •
. 3
n ^ -,.�..
i�GLI,?:l(11�@.%,
1 J t„
lit 'it-"
AY .x
9
� 33
a :. tiitsY .1. '.�, r
ak.i. � t =L!'��al.d4N'et...d,.)"'i�
I have revietved the above components or cladding and I have approved their rise in this structure. 'These Products [provide attenuate resistance to the
wind ]onds and forces specified by current code Provisions. '.
Name: PAUL NVELCII P.Ei. ON PLAN
Design Prof. PAUL WEI LCIC P.E. Cert. No. 29J45 Date:
N.
• N', 1111= <;.: v,.' I(c ,tl�u,liJi6 Jlv NEW
i` 1. ,.. 1� ., -,, `. s PLANS
td:F'df�vJ1#Il�,ifa"trt�rt4�atikc, �- �,aNSrRdJccNLNNCARL�R]/c„til,,,�+,rrFrtl],Ar;S
Puns2300 Vh-girlla Avenue, FatL Pierce, FL 34982 - (772) 462-1553 -
IINS[SANAUTTI2AL[ON;LLTNILL2ANDI}`illSfi_OA'LPLYWITIIIIIERRC2017ii'Of:
Certification for Design Load Compliance E\ tS ING BU11DINGS CTi ll>TLR 7 AN) 8.
k?roject Write: CIIENETTCARPORT/GARAGE 1vrC31 N{;,5;
-.. .
- ari �t, yWY 1 THE CONTRACTOR Sf113CORLRACIOR SOPPLIER ECT.STIALGYGRIFYALL,
9 i D ect Addi �'k ,
! ess. 337. TROPICAL ISLES CIRCLE � I)LI11C1\S10NS, CONl)IfION;r A1' J013 SI.1 L, PL_LNS, SP3! (,1rIC,rL PIONS, I;CT.
-- G
—' 2) STItIJCTLRALI+L.r1'fI7R'CSNOTD',LTe4TI,DDONTHESL'1'LAIS'SSVILLB.IC^
f?arrnil#; OcciTpancyTYPe: R �
A.DDttESSLUBYTITEENLTNLLR')kSCOi\SrIZOC`C]ONP.IIOGREO),SGS`.ConstrtclIon Type: V
N4wRUCTF —OR 3) ALL vRIT 'ENI)IAIENSIONSONfH.SED'P.AWINGSTAICI1PRLCCDCNCS OITEl:lT
SCALE Ua)I TENS[ONS.
4) .ALL CON STRUCT'IOi'71MUST COMPLY VVITII 'EdAE FLOI2lof T)a\ 73UILDTNC' CODE
This certification must be completed, signed, and sealed by the design professional of record. (I BC)2017, ] p3C 20f7.R> SIDLN 1 . 1.,, Ii3C t 1, L Lll VIRLNG CODE, S 13G _ 1 17
, , , f. ..GY .,._ ..,_, :ION, .TFili:N EC FP
S'uhnt3t(2)rapiesParreslcleritial 3coplesfarnom it�LCtl�-iiv`1:C;et,T•.{:C5:1'i I'I3G20:I7L\L,R.cri. c.t)NSL+rcVAlrvN ;it'Ver:ttr,r�lrtut-tvz�aA
, N i f merclal with all pennitappiicatlans involvingthe fallowing:. _ _- ' • ' (
o 70) 201a L])lTION.
New Residences (single annulti-family) EGlIUltLP WEATHERING N ll2D„, AND IN NDRS
e Residential Addition S) RESIDENCE LOCATEDINN
�f,
a An ..
DEAVYTE11AI1'r'IcT-NIt1:,S'I'Arl'IONr 1'R]'AP)RGRt;3Q1;
accessary Structure t uult r E" ' '> r. ^r',-
Y Y t rt �, t A a building permit , � , ','
q KI � ALL ADi}I�LIONs RLI iI125 AND,ti1TL,Itnr7oNsvros:rcatil.rL�t.NN],Ix r.Illl.B.c
o Any non-residential structure. x n ) 2017 FOR G2.GS1'ING i3IlIL1)IN( 5.
Note' Form not required for -Interior renovations provided that no exterior - - - - P iar structural element:; are affected and , r R
AL, NOTES
l.tittalrr.rmnar building permits attire dis+.tetton of the local budding official. Contact the ## abaue for t ue C - _ - -
t s Ions.
I} I)L5dGNLC)ADSINAt:CO]:t:DANC>;1�dTIiASCJ;7-10,
�, 1 2 BEARINGCAPACITY:2500PSP lA•1K.
SOIL ( )
f,,icSVGN , r,RAMETERS AND ASSUMPTIi]f+l5 1)SED: Com:;le'te all Thal a t tiv - - :. _ BE
. ..
- --- — _r-- .,.�—.____20 s 3 tLL�1Rt1LT(JRALCONCI2L.I.L,7NANIS LfNTEL5 V1ERTTCLLCf,LLS AND
1, Df:SiGN CODE: Fial Ida. t3ulldm _-, Coda 2m17Edition with 20 �Suppiements using ASCE i `7- - 111 lbl SI
t� COLIJAINs snALL HAVE A J N IJ, C.UA]IRLSsdvL s.rRL,INCx1 tl O,I 3000 PST
2l Structure Designed as (check one}; X Enclosed Partially Enclosed Open Coim # ],li,SSIN 1. S Pi?r.NG Cl 1. AT _,. DAYS,
_ 4) SLAB / FOOT'INGS TO BE CONCRETE NVITR A'N 1NIAl Uff 2500 PST COiINIPRESSI'VE
3;, ludic Cet..�.,ry. { 1t h IR IV Exposure Category, B ±( C D
4'; Design Wind Velocity 160mph' -124 ASD N/A LRFD End Zane Width:' STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES ,l STrEL I2C,tZUflz,TM::fl1NTS.
__ __ -_ _ 5 It 22 % �Y
a; Mean Roof l-lekght: 15 : ft Roof Pitch; n.s :1'2 Parapet; N/A -- �J/ � 2� o) .NwI1N IAI Ul61 CONCTtE'1'G TJROTI;CT.ION .F'OR I2C':IVIT01?CENG RARS:
6iComponerrts&Clsdddn Design es Us ^ / FOOTINIGS:3 BLAN)S: 1 /a' SLfSPENDE NlAC3S: f ,z
K B r ed IPSF, based on 1Dsgft @ 1 MRII, clearly label on ill plan n enln s : REVIEWED ®R ( I r ) ?.ACC 1N'IT]3 CONCRETE
1 P. 8) ) ALL C,t,Alf3l-lt lh C{ NORtNIASOtNR SHALL BE
6 0 I6,0 36.(1 33 6 33.6
iZ , 1 C '} 7. rta 1: , 3 . �+ w 1 L ]iI, l.Ct ,A L.D.
0 Zone 2. Xoue 3. +�'®�� m,r �� wwAA R SS[
Zone4. Zones: Garage: �®MC� SKATING ,. ,,.. _, ,. .,, ' ,.: -.:; ,,: ..,,' .
33.6 SFi.3 f34.'7 -36.4 . 44.9 7 SKATINt, OR CRACICNG Or SIR ICTURAL COAfP NliN D h 10
- _- S'.
7. Design Leads; Floor; N/A PSF Roof/Dead: 5 PSF Roof Liv y 20 LUCIE COUNTY 1NSLALA1.1ON OI1 IIARDNVAItP 1S N01 PERNU ED.
.... - ,.
_ / e, Balcony:, N/A PC,h:. � ,..,., . ,... ', ,
Dncic N A . P N A - p /w 8) UNLESS O1 ,.IIWISENOILD, 11.11s INST,NLLATfON OI! SPI.0 110f t)1[ARDN'N!E1RU,
T N R% TtTAtIAi f +� C o C
SFDecis: N/A FSFStairs: f_PSFFence: IV/A PSFRailings; N/A pI:F%CONCkNTRATED � SLlAL,1.,LJ.I IO ACI'0 YLI'r�..Ltllt-C,:,1NSt1s1J. .IUNSAN1151.1t ST
ANDARD
\ ARD
R! Were She@r Walls Considered For$trur.fure7 X_Yes _Not Applicable Ex lalri why Not:
P v PRAcI]clEs,
) '[TN1.,IPSSO'll'I1CRN17ISENOTED,ItOOlfSIIJP,A'CiII(NyG'r0(31 NAILP_-nN<;C'I'llfld:RIi\Cx-.
9 kS A Continuous Load Path Provided? X Yes - Not Applicable Explain - - S:I IANIi'; NAILS AT 4" O.C. PETUAf [TR, AND 6".O,C. L+'I.UL17..
_ lJp i Why Not:
_ 30Design a'iPressure: — — 6L'AL ..+ S J TI NNOTES
_,N, I'1NIa7.IliN,.L LLA
K e r ng n- _ SDo ASF Sall I e,t Reports Submitted?_-_ Yes ... ... ,....
- :if �i V.l i ^- _ � __s _._..�,aY J'I l I „k RiOB TOBE'A"DRY.WALLPINISl1.
h C _._. _.:_ _: ) N 1 .
ipE51GN I ROFESSIONAL CERTIFICATION SYATkMENT;' - , „ i p ;, - .. .
a r � r n .. o. , t Alf 3 IRD ,„,o 1 E "
ROOT ATTAC'IlA'fCNT REOCID.GivlEN1'S ) _ ) ALL IN I LL.IOR,GYPST NI L O�.. l,0 131., lYIIN. /„ dt31CIs NYIT.I.I. 13 G.iG_, 13/8
ROOF DATA! t certify that, tothe best of m knowledge and belief, the at -- „ , „ ,
Y b [ached plans 73 specifications have been dtstgned to - L ONCr, IJ/C=l .IIE 1D; 0.09S ll]AAIL.I_GI>, 1'/.i LONG, ANNULAR-RING,L 4D
R AI-L 0,086" DIANIFT F, R 1 5/8" LONE; 6` „ ' c
comply with the applicable structural parklans of the building codes currently adapted and enforced by St: luriie
COOLER N , , J.a/ 4 rI.L.1D, OisG'S.f.,UlyiilO.r�]?t)
ibfanufacturer: C, . , �) „ .. „ ., CR7AINTE) D Counl,. I also certify that structural 086" DLA.AIEIER 1 . S LONG, 9 32" i { p c 1VAf L„ 9, / N r, / . [EAI.) ,>PAC1,f) A 1 7';`' O,C. FOR NAII;.s V y uctural elements depicted oil these utaats provide adequate resistance to the design ' ,
8 Aril) 1211 O.C. FDR. SCREWS.
Type: N40DIFIED.BITUMEN _ forces specified: J
NQA#: 13-1127.18�.._.�..-.w.., ,
Paul Welch P.E, 29945 5:115 -
_ _ - ,c a•
z . System Type : E(3) Base sheet Mechanically fasti;ned Rage 27 of 49 �. , IAd)t F*] r
& L tt(AAlUFAC t13t C... ; .. ,
r ,c r ,, . ... , a 4"rn'
Design Pressure: 52.5 (-PSP)P}.RNOA .�. .. �. � : - print Name
_. f < .r l AIR.r
- Cert ft & Co.CaCert Auth; - / L�CI
/ v G., % u {'-r:i;,MR8 ANI7 ,:sMia,r t C
Paul lNelch Inc. n r.. : , „, y A:
Membrane Type: AI'P MQDII7ED n ST . t.N1CIt. T., Ua`i
Dec _, o - I I_ CII1N p y fiflJ i N31 Itq L r' r L kllklit,Y tLt,tLt i h
k' I9/32 Plywood ON PLAN 2/20/201.9 4_:
S'u'
{ _ 2 � FtLY13FWInt) 1"t]}t", C' � ( l,l.�I�71 'uttl"1fS rf3
: ._.5.._----------a.�w_._„ .___._.._�,__..._ ,Cohli'LI"i t"'E_+� ..'lr;7r;;ISflPdl01/trIP1C34',n!`7a �^' S .
\ rJ S okVS1U4iAi1..1.
\ ` r RE.: T
v.CWEf� l 1S
Signature, Date, grit] SeAI - y" ': �:
L/4, t; rVC91 19l%4 S.1/J. 63ttmore St, Suite H.1:1.4 Port S . Lucie + - .... .. �o ,PS
Uesa Shvet. Weather / Empire Base Sheet -- -.T��_ t UCIr., FL _ _ _ ,..w._.,� tyV6lr,CfIC1VJw ,
Fasteners: _-_.._..���.._ �, bf11C",�'> ^; ;, IJAJ"119.
11 ga. atmular nn . shank nails and a roved tin caps i Company Naine & Addressr'
6 PP P. 4 Y rLAIU>NNl=:'E:1'.Ivl-i'^niS';l'f3E4CEil
.� .rT t N JU3 4
Idl; Oft fdt# Il ?a:p; "". s te. — -
l..t fffJlJ(..,,) WELL €SC MAL,C u '
(spacing per base sheet attachment requirements)
NISI C l�4i L
:.: , ,, Il.d Ai,:t, r 11P1)cphtl N�IIh . , UFiiif�,�
t1NC4 FEBJS .. „
i, : r t C. il(7 ,. .
a Pd, ,e,,.,li }i.:.:.
IASi'SCTDD7�1TT1CCITtI;NFREOTJCCLtrRtbNIS 1, tx1r,
�V:C1F. uu6,IK , i _, l,1TY Cln,;Pt}hta,Ut «[3 Zlli�i
_ y
Ir !.r c.,,- Thai illwnh
LONE I . Bases sheet Eq
s,,h, , Viw o Lurt. C run
h attached to dccl. with Fasteners as specified above f , ld t Pernuttin
ilV. _ w Y, 9
(Field) at S O.C. La 'I o .. is .. ,w _ .�.._.r._-�,._:.....,
( ) r _ws. One row is to thaside fa p, Tie tows � (r s; '. :. tr k ulU�,ya : lap, _ IfIfSNJiE'C,i uutselF+w,•n t e.,,..nJ)u. a
are unit spaced approximatelym., e e9. Y P , 9.8 , O.C, to t6e field of the sheet. . ,.
.. t 4E fr.JDtCt. rdG�. _ "e- ,rp -. �:�. � .,-_. , w ,:, , ..... „..,. ,.. :.
p D �iy,i ressuin (1 Sl ). 3_...p
LONE-.
Base she( attached to deck 4udt rasten,-rs as spi,cihed 1pove
(Perimeter/ idea - �, .. J_ _
Ridge) at 7 O.C. in (. 4 ) rows. One row is in the side lap. the othai tows-
.' are equally spaced approximalaly 9.8 O.C. rri rhe. field �,o4theLiLeer-
(METHOD.- -
' - PhR NOA)Dcsrgtt [ ressut.- (L ST ). 5..5 ' - - .. _ ..
'ZONE 3 . Base sheet attached to deck w,llr Fasteners as specified above
' - (Corners) at 5 „ Q.C. in j. 4) rows. One row is in tite side lap. The other rotys - -
- are'equally spaced approximately 9.8 O.C. in the field of the slieet.
' (ENILANCET) FASTENERS) Design Pressure (-PSF): 15,5 r _
i_ivl_EM]3RAYE ItEQITIRlA1L'NTS• i
ur
One ply of Flrnilast GTA fR Cap 30 Gprr,h adhered to base sheet.'----�--
_--.
SURFACING ,t.�---...,,_ -- ---- -_ _... � y ,��•
Any of the approved surfacirrggptiions as per Table 4 of the Product Approval.
Wes{
KJO
T F)
uLCKTN.S7ALLAlION. r`" t,l... 1 �GIJEf f-4
_... ... .. ..: _.:_..
y
Nail all plywood sheathing (19!32" thick m rri nem with 8D rin"-shank'nails at 4" O.C.
r
perimeter and 6 O.C. field for all zones.
41 1
- -
Pd01 E: RBP`ER TO ivIANUPACTURER'S SPECIFICATIONS AND INSTALLATION : .. _ -. , _..-._ _.,a.. -_ -�__
INSTRUCTIONS
FORADDITIONALIIQFOItMA110NANDREQUTRCivf@NfS.
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-
Ur AR. - . -1.�' y/( peg ryp� 0
l
W
AiAXIMUM HEADItER SPAN ✓� i R
I Ij
% IICODE COMPLIANCE
r Ili�IIIIIII , qT,- wCjE COUNTY
2 Q
I S Q,
i7o
NUMBER OF FULL LUNT11 Srms EACIT FND OIL HEADVR
2
2
3
3
DER NU OF HEADER STUDS SCIPPORTINO END OF HEADER ij
I
1
1 2
1
p X 2 4 D (2 50 0 11 ..I) CO N CR ETH,
1'fi1)Fl)CITING iv! #5 1= ; ; �,O.C� ,
fb� I
I .A1{�h..a,) 8
e �y BOTH _ I
S-f 4" LlTfi (2SOO:PSI) t"ONC:R�LT'E SLAB
f tF3 33EIMES F1 O1t. G'"fi" 10/3 (1 : 1V1"f T 01LI2 y �
VAPCIIt BARRIER )N ('L,A'. COMPACTED
L1
CLEAN
C'I P.V1 C.AL1�] P[31,A 11.,D SOIL
El
^� EXISTING DMVU,'),i/A
V(W,,iLti/
21 hfA25 X1_ LONG,YLLID OUT Ell fL�
1)\.
w/ 611 itflflTlllICl\IIf,VIt3f.Y3.Ca?fhl,LA:RC:AS
_.,,_... ., ..I �� D,fAt_L,N I TO L, � , wis�_.. .,_ �. EXISTING FOUNDATION �
r
SYl\332C)I.
�.
(
SINGLE POLT swrfCTf
_
[1 21:L wAky swiTCIC -
➢ UPLEX CONVENMNCE 0UT,ET
l(
L')OV S('I',CLil- PITItPOSE OTJ'T.LEIT
�7FS
GROUND FAULT PROTFCTION
Oaf ca6r
iVEATCCFRI'ROOF '...
Y.CGIIT FIX TORE
FAN f3OXAIGIA ,
—_ '~J
ITLOORESCENTLJGIfT,
}
EXELAUST FAN
/
e) 5 p
SMOKE -DE'TECTOR
/ off
CAMION _VIONt)V1DE DETI ?,( �TOI2
C
EQUTPNCENT DISCONNECT