HomeMy WebLinkAboutREVISION 2-17-22GATT INSULATION Building Department Product Approval Submitt[A-
Permit# �BuildingAddress:SEEIIAN Contractor TBD
I avlt
- '- - Opening Schedule: Swing doorpverhead Doors, Sliding Doors, Fixed Glass, Winclows& Skylights
OpeninglD FL#orNOA Product Model# Mar�:acturer Glass Attachment Method Type, Size,.5pacing& Building Product
# Description Embedment (DISTANCE FROM CORNER/ Design Design
DISTANCE O.C.) Pressure Pressure
u �1" I III li pGT NON IMPACT 1112X SC T3"/16' 5 H NOA# S H.
2"X4" TOP PLATE OR 114 X3 5/8 I I SH-200 MBE.
0 WALL SIIEA 7 WINDOW
METAL RUNNER
-PLYWOOD TI3ING
1 3/8" MIN. E SCREWS A
4 : SEE ELEV
y _ I''' (APPLIED LAST) r I n e: ttachmentMethod Type, Size, Building Product
GRADE Product
3UModeWilr Ma ufactur''
PROVIDE BEAD OF SEALANT'/4" L
1 -06 IOW
ST A
14Q.� - - --.._. f`C� ELT
p g en Stiffenere
�SY��cNI ��I c. C��.I.ri'
Z X4' WOOD FRAMING @ 16" O_C. Z X �,, N I� -fop I I I I' � I' 1t I l i FROM EDGE OF OPENING UNDER F
- II Spacing, Embedment etc. pressure
II .l q ;:� APPLY FELT TOEXT`ERIOROF Pressure
EMBED PA
S
OR 1'fi"X3 5/8"METAL STUDS !' ii ( ap I� j OPENING AND FOLD FELT OVER JAMBS Hurricane FUt ST(1RL 05 ALUM TOhN AND 1/4" X 17/8" D ELCO NELMATES @ 311 / 18" O.0 +/-47.2
LL I�Fi,GI /t.D I /� iL I ;' OPE 11398.1 PANELS CLI
„ 0' NTRY
II:if: is WINDOW OPE I have reviewed thealiove product approval information and a rove H.
K Gi I I'
SEE ELEV
GRADE DPEL1' PAPER SILL PANNING Name: Paul Welch P.E. Certification Number:29945
V b�fLlb�
G . (APPLIED 2ND)
/ WRAP OVER ENTIRE SILL, OVER
LAP SILL PANNING 4" PROVIDE
r_�LC,F� �w(Lj - UGGOPI;�5�L1Cj i,I;I '/"FROM EDGE
Y," DRYWALL BOTH SIDES [} I�F..IK OPENING UNDERFELT
:.. OF
BEAD OF SEALANT
D 1S1,
�ENIN '
R PRON (APPLIED
GRADE ll FELT PAPER AT
2"X4" BOTT. PLATE OR 1 4"XB 5/8" g^ WIp UNDER PROVHa$ t E CONTINUOUS t
METAL RUNNER W/TAPCONS OR. , , '} BEAD of sEALANERF FROM EDGE
,r I/X�j�OM I I I} i', OF OPENING UNDER FELT -a PlanninAevelopment5evicesDepatmen
CUT NAILS @ 2 -0 O,C. (100 NAILS ✓ - Bull0g & Code Regulations Division I
��.rl S o L t 2300Virginia AdLuis,FortPierce,FL24932-(772)462-1553 .. '
FOR WOOD FLOOR
/{ I i:,I:l:: r
f •� I�G �. _ G� ii.0 2!y3f y� I '.> '' it . -,,, Certification for Design Load Compliance ,
;
ISTING FLOOR
t oo��q f r�'�•.:A :j r�:I:i'i I�n - ,a sa ProjectName: LEIGHTON ALTERATIONS
441EWEIO 1
,L._ 1�7 : M'IIII '.t�Ir,•, r f :. , COMPLIANCE
CO
DE . ;:, f' ProjectAd r _
_._ JI .'.,v 1. ///// s 1 - _ -
'r'. i[ I I I , 'I1. Ili .f-. -C p �N �✓ � I,
ST.: I.. I ' :�! 15:! ccupancyTie: R Construction Type: V
:-
7 ,t
' ___1 ,, wl� r6....- I It"'-_--III7 .r�l:Il. ,. - , .,..;,L7:-ii.n-,.�I j .illy': 1• _.. ,.._. . ,.... .. '1' �I.;,;
�,,f` 1 Address: ".32 NE LO BSTER RD.
TY
0�r�, !- "��/` NSTRU C710N5 FOIL USE Q
'���." / �/ I ,;I;lill '.
11; r �I • This certification must be completed, signed, and sealed tjhe design professional of record.
Submit (2) copies for residential, (3) copies for commerci0hall permit applications involving the following:
o ew Reaidances (single or multi -family)-
# `ra.+�a INTERI 'OR NON N -W,C�NG. : `.. i .._ ..-.__.. o en la .. - _ ..
- � � :�' A dita g
I WINDOW OPENING WATERPROOFING DETAIL nts..• any accessary requiring
NOTE: AP.FROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADE D FELT. non
. ALL DETAIL N.TS. t./'t'"`°s I V I'� Form
of re uir residential Istructure.
tenor re renovations
b e'1it . din
PIi6,1'Note: Form not required forinteriorrenovadoasprovidclatnoexteriorstrucuralelementsareaffectedand
' -• _ _ 6 1 contact enab efo stons
!nor building at discretion the local 6 on ov q �---- ... .. .. .. .._..._..-.-.,.. .._,. ..._._..._.. __ ...... -__.- .-- - - _.__. _.. - e ora official. actth r ue
XlA ( :I��ztPtdl \1c 5>I6Utlt.AId If�� �(It•I[otC 1' f•r�- � . -.
f): (rompe all that auolvl
certain m' uildln permits the d6cr
DESIGN PARAMETERS AND ASSUMPTIONS US�
CALC'S - - e o d_Parrttiially Enclosed
using Open 7-.. _ ,
` 1. DESIGN CODE: Florida Building Lode 2010 `d°fliP. 16
ELECTRICAL LOAD2, Structur Designed as (check one): x Lnd se _
'ategOrY
. - PER
NEW ! Velncityl_II 56011Imph 1i24PASDN/ALRF•DEndZneWldth:� D5 ft
VA 4536 VA o Ro _
ER NEC 3 Risk Categor X
EXISTING LIVING p LIVING 4 Design Wind
1512 S.F. @ 3 , Mean Roof Height 15 ff of Pitth: N(A -12 Parapet: N/A ft
TWO 20A APPLIANCE CKTS 3000�L 6. Cop Cladding Pressures Used: (PSF _ n 1 e p ''do 1' R clearly label all la openings):
1't" 5 REBAR DRILL I �. - m do D es Us ° 27:6 H 27.6 n n N A
� LAUNDRY 1500 + �'"I �X Zane 1; Components 0 C 2onle 2; Design
0 ss Zone 3: 16 0 eZone 4tsgft MZone 5: rl Garage: P
.' 3000 PSI N .- _ _ - -25.3 -44.0 N/A 1.
OUT & EPDXY 6' a DRYER 5000
CONCRETE �. . .
-30.0 -37.0
2 ) 24" O.C. (TYP) pp L 2& 4(L 7. Design loads: Fluor: N/A PSF Roof/Dead.. PSF Roof/Live: N/A Balcony:, N/A PSF
REPAIR / RANGEIDBLOVEN 12000 ! j2,IK.I3AT-r5 PSF Fence: N/A PSF..i / i _, -T...�.Dock: N/A ISFDeck: N/A PSFStalrs: N/A Railings: N/A PLF/CONCENTRATED
WH 4500 t N I_�I'Sr WALL
_ :DW 1200 -- I p"rt`Ar""IINh.- �'.h ,:.`}=-nt�.-c.-l-i"-"--:-' - B. Were Shear Walls Considered For Structure? N yes_Not Applicable Explain Why Not:
_ e
t. B (OPT.) 1200
a I WP TU _ - __. 9. Is.A Continuous Load Pad, Provided? X Yes 1,1pPcable Explain Why Not:
>: REF 1200 Y(
'` + `^^^^^"^�" • • ' ,.+( : •,- : IRR. PUMP (OPTION) 1800 CS [>„ j �.,.� - - 10. Desi nSoil Bearia� Pressure: 25d0 P5F5 i "'Ports Submittede Yes
g 6 Sail .�
.. _
misc. 5000
DESIGN PROFESSIONAL CERTIFICATION STATEMENT-.
then Ions & specifications [ions have been designed to
TOTAL 40936 VA C- E; _ � I certify that, to the hest of my knowledge and belief, the al P P g
.. �-T-m-mI I I� I-�I''If I�-III-Ill-I�jjI I I- - .� ---�-- 'f-- -= Spy , - - comply with the applicable structural portions of the buildin�ndes currently adopted and enforced by 5L Lucia
ITT
111 L-!J.I jj� ll! I FIRST IO KW 100% 10000 ^',- . 2 �' e , -- councy.lalso.er ti fy the t structure l e laments depicted an tfie plans provide a d equa to reslsta nce to the desig n j
r-Ill-�--Ll=ll1-L
r-`f MI
�i- WELL COMPACTED REMAWDER n 40% / Tortes specified:
111 ll � TERfdITE TREATED 12374.4
BACKFILL WITH i rl - - --- 9945 / 5115
Paul Welch 2 I
._. -fit-
Paul_I 8i,11L "SQUEEIJ _..... . .... .... - -- --- -- �_. -' - --- - --`--- -- - & C C to
111111111..I .
_.._ ... ...._ h P.E.
II_ Print Name Certk o. er uth,
1; -mil 70TAL 22374.4 I -- -
-IL.aIII..-J7- TfLI-1L .rLI NEW PIPING
OR CONDUIT A/C HEAT C 100% - - ,
,� Welch Inc.
- 12000 � I ID' g� Oil PLAN 12/22f20
I/. Signature, Date, and Seal 1984 S.W. Biltmore St, Suite #114 Port St. Lucie, FL
TOTAL 34374.4 VA Company Name &Address
Him l
34374.4 SX I 1T. W4L CT1 P� _l
TYPICA1,
i .tit-1-FOIL Q',�. r' �'• L�J_L T_}�I�......_
1
V
---_ 240 = 143.2267 AMPS INs�t • �:. � . � e5c-1?-�ID�NLF � ,I I�t'sTrc,-- 1� � Lt'
C EXISTING 200A SERVICE O.K.-_.._ __.- _ --_ - \ a �E17)2eGS(v( _ r 7 STRUCTURAL W
Qcale-. Not To Scale -_
_....__ -- ` AL NOTES
TI2
�FaN LT 9 , D
1 DESIGN LOADS IN ACCOREN'CE WITH ASCE7-' 1(0 :
-- 2) SOIL, BEARING CAPACIT12;000 PSF (MIN,).
t� J
N � � N I
GX7T e
/ - lj 6'® .//. _:_Wa,l-L_L'C'-rP� - 3) 3000 PSI AT 28 DAYS. l
4) SLAB / FOOTINGS TO BE CICRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
r, ;-1 1 STRENGTH AT 28 DAYS. SEI'LAN FOR SIZES & STEEL RE UIREMENTS. (-/)
0 NFOR
/ Q
/I CONCRETE PRQc-CTION FORREI. LING BARS:
FOOTINGS: 3" BF SUSPENDED . I !/P eNy 5 'AMS• 1-� SLABS: :
w r 2r.8pj / 6) ALL LUMBER IN CONT AC `ITH CONCRETE OR MASONRY SHALL BE PRESSURE rn
TREATED. LLJ - - 7) SI'LITING 012 CRACKING p$TR RAL COMPONENTS DUE TO INS'I'ALATION OF
, I ARE IS T PERpix;D. U 0
--- T a c
R rN
�Nowh1 Ivtlhc ; /
INT.No TU
tuzcf watt HARDWARE NO ® 00
i'- IW C P. � � 8 UNLESS OTHERWISE NOTGITHF INSTALLATION OF SPECIFIED HARDWARE SHALL �� ®1 N
L :,Ike (�*. L"(' ill G1" .•"' ,i"' - _ -' - ..Ln
II% -Jd 1
" • - 124 RKT o2 CONFORM TO'THE MA,W}TC)IiES INSTRUCTIONS AND STANDARD PRAC'1'FCIISS. ;
. -. / _ ..._....-__ rry<..L.. IMF Li! G9t4.a1 Ll.,.... _ -(-� ..' .j.26. 2 9) EXTERIOR WALLS TO BE SIICCO OVER WIRELATH WITH I GA. 2" LONG ' W N
3/811 0 HEAD @ 611 O.C. OVER) LAYERS OF I59 rFLT OR TYVAK BU LS V OVER
1LDINGN 12A1) 01 FR-
-' '�' EKIl&T / I - t_r t 15/32" CDX PLYWOOD WITI10D NAILS TO STUDS @ 611 O.C. PFRINIETER AND FIELD,
1II '
` - -3d,o •'AaC>..da.J - 'NTH / 1 I ) ( 10) LNT'ERIORTOBEVPDRYW,,;.LFINISH.
�.
arp tGrc to 9TOre.
PROVIDE R-II BATTS. INSUITION IN WALL FRAMING.
VEEPISC Mi)iQ-019-INCH (0.48 NMI) (NO. 26 GALVANIZED SHEET GAGE), LLI �
k6 \ t0 REEDS A )MINI
lads? U- T12) \ SCREEDS.
RROS[ON-RIsS]STANTl11'S EDWITIIAIIYWIMUMVERTICALATTACHIvIENT)
CRE'
_ y
FLANGE OF 34i INCHES (89)''�) SHALL BE PROVIDED AT OR BELOW THE
_. p9ovIGI~ tit:! F A FOUNDATION (./)
- PLATE LINE ON EXTERIORFUD WALLS IN ACCORDANCE WITH ASTAI C926. THE WEEP
-OCF- d�tz @ _Ld' as - '' .1 '' - ; , .. SCREED SHALL BE PLACER MN`HMUM OF 41NCHES H02 MM ABOVE THE '
IFnet2„ ,� �t 4-/ z 1 J 2 z
2 S FIL1)UI:. P
f D
-.
I coNNPCi1UL1 9�1 INCHES 5l DRA ABOVE E- D A AND BE OF A TYPE 1'HA1' WILL ALLOW TRAPPED
m
r , �� � WATERTO DRAIN TO THE-'0
OF THE BUILDING WATER -RESISTIVE
IVE
la r, - . • _ _ - - _ .- - ._ -_ '`=-" _. BARRIER SHALL LAP THE IliTACIFi11LNT FLANGE. THE EXTERIOR LATH SHALL COVER
i
I`I rVJ......2 5 `sFl. I"LE�,,S' , ,, t \` AND TERMINATE ON THE ATACHMENT FLANGE OF THE (VEEP SCREED.
, ,L � I' _ - ilt - - - - ---- _.._-_ i�
J
0AR9E2 wnu w l I _ I I, -- . -
tLltsia
N
- - "i'_p'' �I-4 AREA TABULATIONS
i t� �
�Z_:.5L_->r:V� [ ib to ',1ti""T _
- - -- -- t - -- 1080 S.F.
X ST LI
C f- - A� J /4 OFFICE-VING-------------------------
LE-
-- - - - ------ ---
_ /MASTER BEDROOM AND BATH
.---- ----- ------
' BEDROOM/GAR. ENCL : � - - 93 S F.
TOTAL LIVING------ --------- 342 S.F.
- .. SCOPE OF WORK "
--_-------T«._--X--1512 S.F.
I
_
o 13L--t__ (i 1 IO F t�•�/-'t l I E PETAL- \I L- E' LFCTRICAL NOTES: 1 � Co � J� ENCLOSE EXISTING GARAGE AND CONVERT TO BEDROOM PER PLAN NOTES:
CONVERT' SHED TO OFFICE' PER PLAN
ALL WORK SHALL COMPLY WITH THE 2014 NEC (NFPA 70) AND THE FBC/FRC :21p17 CONSTRUCT NEW MASTER BATH AND CLOSET IN EXISTING MASTER BEDROOM
4101E DETECTORS TO BE l I0V W! BATTERY BACKUP -ARC FAULT CIRCU11, PER PLAN -THE CONTRACTOR, P
SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE 011 ALL EXISTING FACTOR, SUBCONTRACTOR, SUPPLIER ECT. SHALL VERIFY ALL f e�
7EDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY DIMENSION. 0
S'AiUKEDETECTORS T'OBEINTERCONNECTED SOTHAT ONE SMOKE DETECCORACTIVATES CONDITIO,NSATJOB SITE, PLANS, SPECIFICATIONS EC f B 1-7 MI rj
sHEE7 tyWteER
ALL CONSTRUCTION MUST COMPLY WITH THE FBC STRUCTURAL T.
' `�LI, SMOKE DETECTORS IN THE RESIDENCE NOTGi AND THE FBC aozo - STRFi
-P r GNTIAL7°1EDIT10N THE PLANS WILL BE Y
QVIDE BRANCH CHtCUITARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS RESIT) ) , 2azaPLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC ADDR€SSELj BY THE f �L El, Fi INC,r,F
ff0) 2017 EDITION.
cAER FBC AND NEC REQUIREMENTS (NFPA ; N6INEEF A
S CONSTRUCTION PROGRESSES, n CFf JIC't L EL�cTRIC,4 C-1' &nr IN��RInfG
E$RBONMENOXIDEDETEt:TORSTOBEINSTALLED WIT}HN10'OFALL BEDIBtOUNIS �ppITIONS,REPAIR5 AND ALTERATIONS ALL RI DIMENSIONS
PR'NAUSTFANSTOBEVENTEDTHRUROOFORSOFFIT RATIONS MUST COMPLY WITH THEFBCZoZo,FOR p N THESE WINGS TAKE PRECEDENCE OVER UIT If;t'
1 f
E Q IREMENTS ALL b[NG BUILDINGS, THE FBC t'QM AND THE FBC :�o' 'RESIDENTIAL OR g MOC/ �L 3 �98 .'
SCAL�
-T'rOVIDETAMPER RESISTANTRECPTICLESPER N CRE U EXIST! IOIN
SON ES DRAWINGS / y84P
Gik NEW ELECTRICAL INTO EXISTING SERVICE y i S AN ALTERATION LEVEL 2 AND - ALL^IPONS S' J ROC-. CO/vt PHO
l MUST COMPLY WITHTHE FBC EXISTING f' RUCTION TO BE IN ACCORDANCE WITH THE FBC I FBCR 2020 IITH rYE 85 9 H, L t � No 9�(5
:ROUNDSYSTEMPERNEC2S0 (iz tr� THISUING HAPTE �D ( NE7
S C R 6 AND 7 EDITION). A
----- BUILD; .... _- - - . _ ----- (K 4 of 11.110