HomeMy WebLinkAboutEngineering DESIGN CRITERIA
FLORIDA BUILDINS GODS,TTH EDITION(2020)
ROOF LOADS
DEAD._.--•-----•----•---•----•--•--•-----wa
LIVE-
DS16N CRITERIA PER A56E 1-16(SIMPLIFIED METHOD) a=8 FT a=8 FT
ULTIMATE WIND 5P®RE6104, MPH
NOKNAL WIND SPEED REGION,V(aW.__M_I24 MPH
WIND BORNE DEBR15 REGION
ENCLOSED STRDCTURE
BUIL.DIN6 W16K h <100 FT I I
ROOF PITCH FLAT( 1'
R15K GATE6ORT' II I I
INTERNAL PRE59M COEFF. 10.15 I I
EXPOSURE D
WIND PRE59,117E(P)GA/LaG�ULATION
P=P(Nable)0 OF)'(RF)6 K(zf)
Mitile)[a54 I I
ZONE 4,+4q q/-54.1 I I
ZONE 5r+50.q/-85.4
E)FOSURE ADd FACTOR VP)=1.132 I 1
EFFEGT1VE WIND AREA REDUCTION FACTOR(I F) I I
ZONE 4:+.h A5
ZONE 5,+.513/-A5 I I
TOP06RAPHIG FACTOR K(4=IA
WALL ELEVATION
COIPOMBIT 6 CLADDING PRESSURES IN PSF two
ZONE EFFFLTIVE AREA(50.FT)
0(10 1I<20 21<50 51<100
4 WA +54 F12
WA WA
5 +54
END TONE 515 WITHIN A DISTANCE OF(a)=8 FT FROM WILDIW GOWF5.
SCOPE OF WORK
I. 5GOPE OF WORK 15 LIMITED TO THE REMOVAL 4 REPLACa ENT OF N 12'-0'x 8'-O'4-PANG.SLIDING 61A55 DOOR
2. ALL 6LA55 SHALL PROVIDE A 0.45 V151BLE L16K TRAN514ITTANGE VALUE OR LESS TO COMPLY W/THE SEA TURTLE PROTECTION CODES.
STRUCTURAL NOTES
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD 4 NOTIFY THE ENGINEER OF ANY D15GREPANGIE5 PRIOR TO CON5TRUGTION.
2. ALL DOOR5 AND HARDWARE NET BE DESIGNED AM2 GERTIFIED TO WTN5TAW THE DESIGN WINTD PRE56URE5 OF(+54/-58)
AND SHALL BE IMPACT RESISTANT OR PROTECTED WITH IMPACT RESISTANT GOVERIN 67 MATERIAL AS REGUIRED BY THE FBG.
3. ALL AN-+M SHALL BE STARNLE55 STEEL.
'OG.MAK 4'
:r
P.T.HUGK AS REWRED
U W DOOR MAN)PAG URER
0
N I/4'9 STAINLESS STEEL
TAPC05 INTO GROUTED
MASONRY W/13/4'EMBED TYP.
(MIN OF 3 FA5TENER5 EA 5100
FASTEN DOOR TRACK TD SLAB #4 �#•*+r +t
IN V4',P STAINLESS STEEL
TAF001,5 A5 PER HOA ��Y '*► y°0'.t r • +r'
DOOR SUCK ATTACHMENT DETAIL !MASONRY) 2�• e ti.s� Aft
-
NOTES, ILT.S. f "D I� +i
1. ALL.DOOR PERIMETERS SHALL.BE YATERWHT.PROVIDE AN APPLIGABLE APPROVED �,',_ a 1� �yyryy/ b"
WATIERPROOF SEALANT,(1)GOAT BEFORE IN5TALLIN6 BUGK5 4(U GOAT AFTER ar*INSTALLATION. `f. �L�'F-� 04 *+4~
LIGIVID WATERPROOFING SHALL COMPLYNM'1 W AA14.
2. THE MINIRH OR GONG WV4'0 STnA I INLE55 STEEL TAPGON5 AS SHOW FASTEN DOOR TO EUWK���
W/MIN 1/4'iP STARLESS STEEL WOOD 5GREW5 A5 PER NOA. 2
MICHAEL r..aR.rf*-
FLORIDA REG.#47520
JOB ISSUE DATE;
NAME: 3-4-22
This drawing and design as shown is
ENGINEERING INc. CHESNUT RESIDENCE JOB NO. the property of ML Engineering.Inc.
22-0 1 0 Reproduction and/or use of this drawing
r-C-. ing Structural Engineer 5055 N. HIGHWAY AIA-UNIT 504 or any content therein,without express
DRAWN BY: CHECKED BY: consent or permisslon of this company
2030 37th Avenue FORT PIERCE,FLORIDA TR ML is prohibited,may constitule an infringe-
o Beach,Florida 32960 •1 •1 meni,and may be subject to legal action
2.569.1257 Fax:772,569,4041 TITLE: SGD REPLACEMENT SHEET NO: SK-1 OF I SHEET by ML Engineering• Inc.