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DATE FILED: PERMIT# 1912-0021
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
COUNTY BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LLOODCRAET ON/SITE7 Champions Way
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
_Upright posts chanded to 20wall height changed-see attached revised engineering drawings
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CBC 1258459 ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: The orc actory LLC
QUALIFIERS NAM :N 39th Streemes Brann
ADDRESS: 7�U0
CITY: Fort Pierce STATE: FL ZIP:
PHONE(DAYTIME): (772)465-6772 FAX: (772)465-3252
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECTIENGINEER INFORMATION:
NAME: Seaside Engineers
ADDRESS: 4265 60th ut.
CITY: Vero Beach STATE: FL ZIP:
PHONE(DAYTIME): - FAX:
Revised 07/22/2014
I
NOTE:THIS DRAWING 19 FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO O CJ
Design Parameters SCALE.USED IMENSION9 GIVEN.[ABLE BRACING MAY TERMINATE AT SLAB z W V Vd ;7
1. Building Ocoupancy Category,Paragraph 1604.5 andTable 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL This f4m Lai bcen eJec- p rEN 1
Basic Win` 2020.07.28 gg 1Ye�.d.Ad
2. Basic Par Sped 609..Band,Stale of 9.3.1 Equivalent
Region 8 Basic VMd •+•�•^hy i3?® ENO ;,
Speed,Paragraph 1608.3.1 end Table Equivalent Basic Wind Speed .No.7222D t
VOLT=150 MPH tun.Ptuged,vssssef. S* # 7
3. Exposure Category,Paragraph 1609.4.3:C this d4�" °t
08:56:00
Applicable Codes,Regulation and Standards z�vse>6d®�
1. Th°6th Edition(2017)Florida Building Cada,specifically Chapter 16 Structural elwbadd app . v e„aid
Design,Chapter 20 Aluminum,and Chapter 23 Wood ---°--�-'----
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum
'00'04— -
Design Manuel prepared by The Aluminum Association,Inc.Washington,D.C., N
2010 Edtlon
r
3. ASCE 7-10 0
General Notes
1. The contractor shall verity all dimensions prior to construction [n
2. All work shall comply With all local and regional ordinances. W7
3. Any deviation from this plan shall be reviewed by the engineer of record and is s�
subject to approval.
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Specifications
The following specifications are applicable to this projects: ,HOST •a ^�
1. Whereconcrele specification are required whether in the screen enclosure smpr -'--'--'-------'-'-- -'-"-----'-----------------------------------------
or not,b one or more regulatory agency,the following specifications ere r
applicable. tl xx H- ry i B § z
1.1. Concreteshall conform to ASTM C94 for following components: 4 1? v a v W 6e.a
1,1.1.Portland Cement Type 1,-ASTM C 150 vv ,�
1.1.2.Aggregate-Larne Aggregate 3/4”max-ASTM C 33 Z vv •1 r W E
1.1 7.Air entraining,/-1%-ASTM C 260 `\I I' 3xn w °
1.1.4.Water reducing agent-ASTM C 494 1 r
1.1.5.Clean Potable water `� n6 3� 3xs 3xa 3 sms
1.1.6,Other admixture not permittEd I I
1.2. Metalacoessorlesshall conformto:
1.2.1.Reinforcing Bare-ASTM A015,grade 60
1.2.2.Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3"or more than 5".
Water added atter batching is not pemstled 9� - i 3u 3x6 w i R 3u I T
1.4. Prepare and place concrete per American Concrete Institute Manual of 3 1 3u 1
Standard Practice,Pads 1,2 and 3 inducting hot weather recommendatiorr.
1.5. Moist cure or polyethylene owing required. i •� 20 -V
1.6. Priorto placing concrete.Veal the entire subsurface area for termites in Gt i i
compliance with the FBC. 1
1.7. AlI aluminum components embedded within concrete shall be coatetl With e v; 3xs m — w m jVVtx
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM Ci 116 Is an acceptable alternative to v
8X6 W7.4IW1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
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3. Fasteners we required to be corrosion resistant,minimum SAE Grade 2 or better screws
zinc plate to ASTM B633,or stainless steel sense"300'. S vv 0 D
4. All
Self Mating Beam Sections are to be stitched with either#14 ews 6"from u 3xz ME) wCe us
end 24"on center or#12 screws 6"from end 12'on center. _e' -e'z -o- Y-s' Y-s' Y-s' Y-s' Y-s' -s' 'o bl,
5. So,
enclosures containing swimming pools shall comply with the applicable - V nl aq
requirements of FBC R4501.17 Residential Swimming Berner requirements. s-
6. Door location shall be determined by contractor in the field. 3 LL m C C
7. When installing pavers over concrete slab or footing which are supporting O o 0
aluminum member°,such as continuous screen tracks or upright,the anchors 1a LLmust extend past the pavers and reach proper embedment Into the underlying -
t,
foundatlen. T L 0 L'
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B. It flashing and waterproofing shall be provided by the contractor. rx3lnn "l
7
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9. dee of these pians feeedBes and accepts°limit of liabG I.
liability not to exceed Y 1.4. S N N
design and engineeringring foe. p- y
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph s -1 q m 1:
CIL
Foundation Design:Existing B"xil"Thickond Edg°4"Slab on Grade
Existing concrete.No additional concrete footing Is required to resist the loads Imposed
by the proposed construction it the existing footing Is in sound condition,free from a
structural cracking,
spelling,or other deterioration. w
Roof Type Screen Size T a
Full Mansard 18114 pwry
ALUMINUM MEMBER DIMENSIONS Y-s' -s Y-5• -s• Y-s' -s•
HOILOw SEG or, SELF MATWG BFAMISMa1
-e
z+eWT 3•x Shia r+a' >1S VE.z,lrr.avw lR &T
2,1 r age 1x5sea r,5'+v 3,6.3fi•ay.g5 3
-c- spa z.r.s. i3ge SHEET
OPEN EEM SEMMS2-
2.
.96Ma r•C,v.vll,e.tta'� ¢tT'
,poses rise •a!i•-s—
v�i•,r.a.ocm lar elm r,rmowi.aicWe•sea e•.
fSTENERDAF QmI,NGE:1n" xa NipGa
SNAP SEmXM19 MNNUMF0.5rENFA.ACWG:LP RC:REC CHPNNEL
•3suPr•r+0.vas- CONCRETE SCREYVANCHOR: 6NEET MATEL SOREWSISMSI:
3•11u,,r,rx0.gr VNFNT TY&IItOFAORE VGtEm
NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS•"
lw SI CxETLLT Note-Orientation may he different.
FROM 1•.S•—E.
0\)TINECT WIT"(") 115 GUSSET W
.14X—SMS
7' 1-114'.554'.M- PIIRLIN9 ATTACHED TO SEMI
g M, TB —HEIM SCREIstns YRTM
Y soeJ-TeaLax WPSME INTO SCREW BOSSES.
I O O O O O ... ry
014x24 sms p t-tw•oc.
O t
O EVE PAIL a.. O
1 a 3:
O EYEB0.TFOR(ABLE TENSION 3',3',1/!'ANGLE WITH QJMOa
O ' 10
CON 'SM91N EACH FIANCE.EACH `
sIOE(TYP) r
0
OPTION I. RUNT.RTI CHAIR RAIL
(3115 DIA.E cREEMBED (4)MOa 1-tfr SM91N10
CRETE sW ALTERNATE CONNECTION sCREWBOSSESMI)
UPPoGM1/5$.$.CABLEH�
DOUBLE 1-t14'a rH(2)11B'ILLl1M.PLAT W g
eat vxTn Rl ve'Dw OONCiIETE (S]e•4 n 9
Ca4PSuEVEs 3N ANMOPS.M1N.33�4'EMBEDMEM J J� F!-,ti: y
\4'C\F/ O P 1
P SNAP OR
RC SELFl4ATNGBE r~rPP,,•agg Y
°L vLOD. v'O(j Ce
awcK PAVERS mnr rroT na,rn000 scREmarmPaan Z
ENDS a tr O.C.
BEPRESEM.ENSURE _ y B 1/4'WLa B'cONCRETE SCREW r,y S�
MIN.—REDANCHOR \o Pr1
1. SEE THE NOTE BELOW FOR SCREWS SPAONG.THE NLMBER OF SCREWS SHOWN ARE ANCHOR a SFROM ENDS 624'O.C.
EMBEDMENTI E. + FOR ILLUSTRATVERIr✓oOSES.DONOTtWMSOREW50NDRAVANG. e p
CONCRETE ,+x A m O S
• ..A1 rvuV 3. OrnUSF9TETw�N510NS AREA MIWMU4(3)RE00-(1)EA SIDE OF SEMI-MAY BEIMERNN.
L!
FOUNDATIONPERPLAN 4Q a J. A9 BEAM SRE CHANGES,Ap0 a35UBTMCf SCREWSIOMAIMAIN 11Ir CIC SPACING. Cn �g
` 4. GUSSET LENGTHSREMAINCONSTA WDTISCIWIGETOMATCHBEMISI . �( d
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BR-1 CABLE BRACING TYPICAL INTERNAUEXTERAL GUSSET CONNECTION PURLIN 1 GIRT/O.B TO HOST CONNECTION
SCALE:NTS z SCALE:NTS 2 SCALE:NTS
raZ'a1IB'IWGLE EA (1)12'aATHRII BOLT WRH UB-,rar M+cLE N1TM
MLOa(JMt RWY Nur WITH (4)M4a1r SMsINTO OIISSETPLATE Q)
510E TaHmENOCKERMAY BE USED,IN O O POST PER PIAN I DETALLs
UEU).W NOT OVER TOHTEK
TIGHTEN ONLY UNBL CONTACT. p p WCK PAVERS MAY NOT V
FOR3xza 21DUPMGHTS,USE BE PRESENT.FALLOW y
(4)M4.VC SMS IMO POST ANCHOR MIrI.
BPI.(PAVERS.MAY NOT cONCRE,rE EMBEDMENT PURLIN PURUN G
BE PRESENT.ERBURE O A m -
EMBEDMEM. "o,
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SiW . E E R)M4x TSMS TMR PB n WTO .q 7
BQ ® p 4 BEAM TNRU GUSSET PLATE �
4• n 0 o 0 a
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TOP VIEW ..A• IS E LL
SIDE VIEW AT INTERMEDIATE UPRIGHT SIDE VIEW V p L
FWNOATION PER PLAN
JPER PUW - L N V
p BRACEAT INTERMEDIATE JOINT O C J
UPWGMPERPLAN ® tV 1a20H.IWCMGnEDTO O O
K CONCRETE WITH 114-pA a 2 N(n
txzo9.PNCHOREU TOCONLAEIE ANCH wN.1-1/r
(U Le•ow I—RETE - EMBED
sm`WANCHoas INTO w`rH IN, mNCReTe Sc )pzr O.C.
EACH LEG ANCHOR p 2r O.C.MAK W G.
(4)M4a 14•sms1NTO POST T7
LL 9
FOR CORNER CONfECTION O 4)M4a14'BMBINTO yaI r Q
FASTENIMWlrHM2,W �T
SM9®24'O.G. .Iw 0QT d
O
® 11 aTr DUL
i. MFHOR EMBED MIN.
3-12.
01x2 ®' UPRIGHT EAVE RAL -
a .
' 1 4
1I 6H T1
(4)$14,r SMS TNRU 1x2 Aa. 4• Nc.SEE PIJw Fat BRACE AT EAVE RAIL Nr1ET595TEELLNUT
INTO PosT TOP VIEW FRONT VIEW DETaLB
FRONT VIEW AT CORNER SHEET
B-� UPRIGHT TO FOUNDATION CONNECTION Wml DOOR JAMB CONNECTION BR-3 ROOF BRACING
SCALE:NTS SCALE:NTS Q SCALE:NTS
'—NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS-- "b�
0
¢r
v�
�a
0.12T THICK T BRACKET®EACH BEANYPURUN.
ATTACHED BRACKET TO FASCIA WI W,T LAGS(3 NOTE: W
PER BMCKET).ATTACH GUTTER TO FASCIA WITN (2)1B'g0.a4'UKi SCREWS FOR
LS'XS•IA @V'O.C.ELSEWHERE. SPANS GREATER THAN 3,1-
1'4 T
4Y1'4T OPEN BACK IS"Ll, MEMBERSQE EDGE'C'
cVREPHASSPLINE GROOVE. yLq 1rz• BEAM NOTCHED
DTHERVASE,CONNECT1XSMS 3X5 1, OVER UPRIGHT
eEP1IIHRLINWQHRXIx2-Srz W
BSESC NPURUNINTO SCREW 2X5-2%10 11?
BOSSEs.00NNEC'IV SIMS C UITIM NOIN TD OTTOMFLANGEOF
HATH(1)I14 a f-trz'SMS®B'FR4A FLASHING PURLIN TOOVERLAP UPRIGHT N
ENDS/W02q'O,C.
N
EAVE RgIL INTERNALLY SCREW THRU SAVE WVL O
6CREW THRU BEAM INTO I T PUNUN SCREW
SCREW B095E9 N11M(5)010 BOSSESWITH(2)F10— O
x 1-10 SMS SMS O
O O ATTACH IVSAVE RAIL F
WA '14.1-V SMSQW ATTACH IX2 TO EAVEiWL IFF+411
O 0 YKTH pox v1rz'sms®a• r,
Q¢- FROM EFB)S d2q'O.C. FROM ENDS d 24'O.C.
R4NQ4 � er
0
lWTHNYL 2-112-TNUT.fMS
TaT'xlSl' HSI WITH BEAM
S v4•sms EACH sloe of BEAM
NR2ACTOR TO VERIFT FASCN' BOLT WREADI.OCK IMAY BE F A•y V C
YxTx1IMSITANGLE WITHN PNINIM TSUBM BCIASH.IF LEPLACE4' USEDM0CKERMAYBE V G
N ()J(BMBINTO BEAMIPUDW PTBUBFASCIA SHALLsEPLACED USEDMN LIEUDF J�
AN'
)SI IF1X215BOEESJ I4 BEHINDEXISTN BE UELAGTAG NYLOCK LVA NUT.DONOT UPWGHTPERPLAN S
BEPMUSSIG IV(ORG rrEM- UPER GUTTER SCREWS SHALL NEIRA ENGTHENEO OVERTIGHTEN.
X Y4'SMS INTO 1X2(OR GUTTER). lF FULLY IA IS STISUB F D r.
PEPEATON OTHERS RLIN IFNOFABCIAISBXISTINO,A— IZE SEEBEIVNPURUN 4'PTFAS°AW1TH1a'gATAG R IZE
WHENBEPMISLARGER THIWGUITER, .SST BACI(ING PLATE .—S.EMBEDDING I-1?INTO r<�
21I5•x11I5-x S.SS "N.)ALUM ON INSIDE OF GUTTER TRUSSTWLS.PRE-0RILL VNlll3/S'
RECEIVING CW WNEL W MIN.(2I/12 n DIA BIT TO PREVENT SPOTTING. 7?
L4'SMS SHIM AS NECESSARY IF OTHER p
I"HANAPLUMBCUTFASCIA U u
NOTE:BEAM ORIENTATION MAY BE DIFFERENTiHIW ILLUSTRATED W
RH-1 BEAMIPURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION (RC-2UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS
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