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Planning & Development Services Department
�) z- Building & Code Regulations Division
nt n110V1eel mr S e be ar#I11e
,......�.,_^ 2300 Virginia Avenue, Fort Pierce, FL 34982- 772 462-1563
.. Ct ',^ ',;. !1'uTRAtuF AIr�iJrlcl•F„w .,�v�l..a a '^ `-` ' , Certification
rr TES.
_rtification for Design Load Compliance
Affidavit NO
y�}
"' 3"LONG L, PrgeGt Name: tAWRENCE SCREEN ROOM
w,.: ,:. • �,,,: . , rv- n , �,:, `i ,•, �, �..,.,; TO CONC. OR WALL USE /< 0 X LAGS
1 FOR 1X2 OR 2X2 ATTACHMENT
c. . = � < -;:- a ., - ', :� •>..',�..t €.;� - .. <tu...,.. .-_ ,,... ED. CONCRETE SCREWS INTO CONCRETE OR
..'&;..,? ,.6, ,•.,:. .,;.. s,. :,.,dY'�. ,,., ,.h-. ,.-,.:._., INTO WOOD HOST,W' 0 X 1 /. EMII
.,...
„ Pro e:'
,ai • -. ,.,x '�(11,- 1 KAddress: 7615 MAHOGANY RUN :
ri . ,: ,. .,... ..�i ;: - , ,...,-,:•;i:,xR s-.- . -, ... , A,..r. 14 SMS X 1 EMBER INTO ALUMINUM..
MASONRY CONSTRUCTION AND t!.
...,
.,..,.. G 24" O.C. AND WITHIN 6" OF EACH
.a *-•--•-..-»..•--- . .- , _n EMBEDMENT TYPICAL SPACIIN.
5 � Perm'.
s .� #. Occupancy Type:
Y ?` .�", R ConstructionT e: V
5, P cY YP x a. Type:
'PERPENDICULAR MEMBER
ACCORDANCE WITH THE FBC 2020. INsr CTIONS FOR uSE:
'dJ'✓T"..ar,• e, 5«t. ,...+ x3. a, ..,., :,. ,r; .a,.... ,.,',, .n ,e-..,..,: )
` u e�+:. #:. " •� .' f�[gd4cd' sXl;`> SHALL BE ALUMINUM,STAINLESS STEEL HOT-
3) :
::: ,,r� ., ,,. BOLTS AND OTHER FASTENERS SHA L
t1r 9"' ,, r,. n. H
s ,,. ,
• ,.,,..:. ..w z:.. ...,_,.. ...,.t.. _ L. DOUBLE CADMIUM PLATED STEEL BOLTS' T
,....:, .,, �....,.,� -.,a�L .. .- .,. -: his
,. - ,,.. , , . ...... .... .... -.,�. _,. ANISED STEE certification must be completed, signed, and sealed b the
.�- •-, W-.��:.-=x•r�sf�_� mbr>•-.,,t., e:. '_.-.'.r =,�-�:-.. .,.u{• - - ,,, ....,..: ,. 'DIP OR ELECTRO GALV P g Ydesign professional of record.
-. -. _....-. - . _..,, .,., _. •.>"-,ro-,- - --_. ---.- MAY ALSO BE USED. • Submit 2 copies for residential 3 copies for commercial'
...; ,,;.: , ;..: ., . --:. - r-, - .f„_ . , ,,,• x, ,, , „ Ts; .,,-�„ ;a, '. I) P , O P o with all Permit applications involving the fallowing:
ax v AC ^ ;, ,y„ .:: a r- ,; • .., . ;:^, r �'._.. ^'a �..:::,., .; ; .: L MINUM SHAL BE ADE UATELY BRACED
p , ,, ..,. T �, , ,.., _, ,,.,;, „.,,... x,, - ,.y y,•. ,, b New Residences (single or multi -family)
'"`� ..''=i�;*•t' "` ",eY; '-�+ :{{=in:'r , ".!_ y�:'.v. ate nx ,4 a;• AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS.
`a 11, x<l,F, rr', ri4.,ty:-y��( I`-I,r,,:f,r :4` t!^„t 4. i'�1.r= o Residential Addition
5). ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE
-� �,N + +�T -. •:b, +4- :^ - h'.=a'`- oAn accessory structure requiring abuildin permit
Y ry q g g 4 4 C p
CONCRETE SLAB. EDGEOFCONC
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'w a r o An non-residential structure. ;, ''�tr'�" �.�<r - ,�- *t , i'-"t�,fs:t'•"s ,�?=^; 6) ALL FASTENERS SHALL HAVE HEAD, bR WASHERS NOT LESS THAN /: IN Y
+ . , , ✓.,r, ?y..rr •r-, e'j` `"' x ,4'Qo ' s, 4'�•n ., ,";,-. "Note: Form not re uired for interior renovations rovided
� , lP�'x �a„, � ;;da.'�,y `,;- c-. x.qR ,� gip, . -^ • •:'-•, - DIAMETER. - q p that no eMenor structural elements are affected and
•�.•. "..w'saxvmy, yt«S,rcr""s" .k.,-fi .,.,c.� :.,=1'i'&.t`•: x+x' "^. ,yz
S certain minor r
,:.,-.... ,.: ,.._ , . ,. ...,... , _, , .:.• ,w.,. .r- � , .-,.. ,-.x, ., - ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF n r building permits at the discretion of the local building official. Contact the #above forquestions.
.- 7) NON STRUCTURAL ALU N g q
• h€! x ;cw z;�„tc4kTn#�[s� re<'�'e flducfs, tde`radequBte��"eslsCgncetothe
'! 1► �` _, �+"1,, , - , . PT .., ,,...., , ;,. , ,,... .;::. • 0.032 INCHES (KiCKPLATE, ETC.. J
'' � � ' '�' s, :��i =' •` r`°*"`T''�.=,,' l 's�.a�"`sxx, : •f; '=��� 8 ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRPMATERIALS SHALL BE DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that cooly)
) ..
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� ;;'`i�"�!�J k� - ti°�''=�\ ; �?^,•"T�• s x ..�`?}} rr•, � `•`- PROTECTED WITH ALKALI -RESISTANT COATINGS. 1. DESIGN CODE: Florida Building code 20g0Edmon with 20_Supplements using A5CE 7-16
2. Structure Designed a h
+4�Y •4 a ,,. `FT►✓-`r`;r:i- -. urns •,�a • "§'_^. H WOOD TO BE PAINTED WITH TWO COATS'�:OF g as eckone): X Enclosed Partial) Enclosed Open
-
st,�, 9) ALUMINUM IN CONTACT WITH _ _ _
1�gp Y P
"f%"` " ,:;¢ { y ,,-.-_,.+ , s....:;r,.r l: ' x C• i•*.; r r:' 3. Risk Category: X 1 II , III : IV Exposure Category:
HEAVY -BODIED BITUMINOUS PAINT ' 'ipe X C D
--"-
A I' .•w€ s �r: h.
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+ ` (S B) TO BE CONNECTED WITH BEAM STITCH ALL SELF -MATING -BEAMS a. Design Wind Velocity :. 150 mph _116 Aso N/A LRFD End zone Width: 5 ft
SCREWS AT 24" O.C. BOTH SIDES (#10 S.M.S. OR #12 S.M.S.) S. Mean Roof Height: 8 aft Roof Pitch: os :12 Parapet: N/A it
Il) THE CONTRACTOR SUBCONTRACTOR SUPPLIER ECT: SHALL VERIFY ALL 6. Co m onents & CladinDesi n Pressures Used: PS
F, based on lOsgft @ 35'MRH, clearly label on all plan openings):
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
12 STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED Zone 1; 310 Zone 2: 310 Zone 3: 310 Zone 4: 37.0 Zone 5: 37.0 Garage: - N/A
BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3Lo 33.0 31.0 37.0 37.0 N/A
7• Deilgn Loads: Floor; N/A PSF Roof/Dead: 3 PSF Roof/Live: 20 Balcony: _ N/A PSF
13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER Dock N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PUP / CONCENTRATED
SCALED DIMENSIONS. " 8• WeFe Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: .
14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH #8 SMS AT. 12" _N
ot '
O.C. AND WITH IN 6" OF EACH PERPENDICULAR MEMBER.
NUM STRUCTURAL MEMBERS 1" x 2" 2" X 2" 9. Is A'
15) UNLESS OTHERWISE NOTED ALUMINUM .Continuous Load Path Provided. _X Yes _Not Applicable Explain Why Not:
NEL AND 2" X 3" TO BE MINUMIM 0.045" THICKNESS.
16) ALL EXTRUDED ALUMINUM TO RE T5 ALUMINUM ALLOY (6005) w/ TENSILE 10. D
?sign Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes
1) - STRENGTH OF (35 ksi) OR CREATE& YIELD STRENGTH OF (35ksi) OR GREATER,
AND COMPRESSION STRENGTH OF (10 ksi) OR GREATER. DE�Iy that,PROE5the best
of my CERTIFICATION STATEMENT: t
1 certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to
r,SN NJL'� �''NT ` 17) SCREEN DOORS MAY BE INSTALLED IN LOCATIONS OTHER THAN LOCATIONS AS
TH 600 a5-IM0 P•Ft7 14SLt jA rs comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
10" O.C. SHOWN ON PLAN AS LONG AS NEW LOCATION DOES NOT INTERFERE WITH
-� VERTICLE POST LOCATIONS OR K-$RACING. ! - County,) also certify that structural elements depicted on these plans provide adequate resistance to the design ;
forces specified:
Paul Welch P.E. 29945 / 5115 -
Print Name Cert # & Co. Cert Auth.
O O -
o O 0 EXISTING MASONRY Paul Welch Inc.
OR WOOD FRAMED ' ON z/i/z0z1
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
--
HOST
STELA TO FASCIA WITH w d PERIMETER WALE -- - - Company Name & Address
' 5LCCDV Porm # 020-12 Revised 3/15J12 u5)
0 X 2t%2" LAGS 12" ON -- - 4.- / to s.M.s. FROM-
ENTERALONG HEADER a z X E 0a 0 PERIMETER POST INTO 39REW SPINES of HOLLOW --i,
, �, clRr p' EMBEDMENT
' G � - � FASTEN PER NOTE
a W i X 2- HOLLOW soRlzoNru j -1 X 2- HOLLOW DESIGN LOADS IN ACCORDANCE WITH FBC 2020 TABLE 2002.4
NOTE: FASCIA MUST BE 2" W (G'"')' I HORIZONTAL (GIRT) WITH REDUCTIONS PER TABLE 2002.4A
NOMINAL, 1" NOMINAL FASCIA No < /t USE 9 e X 3• LONG LAGS INTO
MAY BE AUGMENTED TO 2", e e Coop Hosr a10 X e x z i' LONG 0 WINDSPEED Vult : 150 MPH (3 SEC. GUST)
CONCRETE SCPEY(S INTO CONCRETE OR
j MASONRY CONSTP.UCPON W EMBEDIAENi ;
NEL CONNECTION TO HOST FASCIA TYPICAL;/ SPp,1NO 24' o.c. AND inn w EXPOSURE: C
fi OF _-Cy PERPENDICULAR MEMBER I I.
I- SELF MATING POST Or� (.ry10W ROS r. k,
x t- / 10 S.MS rr Ct ";-SIDE FACE'
IFEF i X ,O Da INTO _DEW svuNEs OF HOLLOW GIRT (I' E"3EDMENT HORIZONTAL PRESSURE ON WINDWARD SURFACE: 37 PSF
NNE^'^i1 WI CONC 1- FAS NER$
1/4" 0 THRU BOLT w/ 1-1/4' 0
CONNECTION w/ NC AI D FAST=f P HORIZONTAL PRESSURE ON LEEWARD SURFACE: 29.3 PSF
WASHER 11 D.C. TYPICAL PAFRTIAL E1.EVATIOfgR GIRT TO POST CONNECTIONS VERTICLE PRESSURE ON SCREEN SURFACE: 10.4 PSF
( ) PARTIAL ELEVATIONS /z x z GIRT TD { x z coNNEc loNs VERTICLE PRESSURE ON SOLID SURFACE: 31 PSF
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CS INTO SCREW U SPLINES � -LASS OF I z -
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F W REFER TO ROTE 11 - TIIIS SHEET
#12'
COMPOSTS ROOF PANEL ICAL) (SELECT FROM TABLE 201) <
HOST.STRLICIURE-'4
1(1L'.'.'��.��-'1
- ICEMEN IS �:-••"'t.�
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BEAM NOTE: THE 2"X2"X1/8' CONTINUOUS ANGLE MAY ° a`.. __.
BE ELIMINATED BY BOLTING THE COMPOSITE
PANELS THRU THE SUPPORTING BEAM CONNECTION WITH ONrFALED
SECTION
PARTIAL ELEVATIONS/ 1• X 2• TO 1• X 2- CONNECTIOP
ROOF PANEL FASTENING DETAIL #2 -
(COMPOSITE PANELS)
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PAUL WELCH INC.
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xI`1 MECHANICAL * ELECTRICAL.* CIVIL ENGINEERING
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1984 S.W. BILTMORE ST. SUITE# 114 i; '; •_
PORT SAINT LUCIE, FL 34984
PHONE- EMAIL
. 772 785 " 9888 PW IN
PAUL WELCH P.E. FL. REG. No. 29945
_