HomeMy WebLinkAboutEngineeringDESIGN CRITERIA
FLOWDA MWIN5 GODS, 61h EDITION (2017) - FXISSf1N6 BUILDING
ROOF � (EASTN6) 20 PSF
i Ivr: � PSF
DE516H CRITERIA PER ASCE 146
ULTIMATE WIND 91 mu RE610N, V(UIW ran MPH
NOMINAL WW SPEED RE610N, V(WAI 24 KIN
WIND BORNE DEBRIS REGION
EML05ED 57RMTURE
BUILDING HEIGHT t 15 FT
ROOF PITCH N/A
RISK CATE60RY II
NTERI AL FRESSIIRE COEFF. t OJb
EXPOSURE B
HE16HT I EXPOWRE COHf ID
END ZONE 5 15 WRHN A DISTANCE OF kil = 4 FT FROM BUILDNG CORNERS.
SCOPE OF WORK
1. SCOPE OF WORK 15 LIMITED THE ADDITION OF A PAIR OF 3'••O' x 6W ri2BM DOORS N EXISTING WALL AS PER FLAN.
STRUCTURAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMESIOP5 N THE F19.D Alm NOTIFY THE ENSN®t OF ANY DISCREPANCIES PRIOR.TO CONSTRUCTION.
2. ALL 0ON5TTa)CTION % LL BE BRACED AM SHORED BY THE CONTRACTOR AS REWREP TO SAMY PERFORM THE WORK.
3. ALL DOORS AND HARDWARE MUST BE DS16NM AND CEWWIED TO WITHSTAND THE VS15H KV FRUaM A5 NOTED N THI5 DOCI1NEIr
AND SHALL BE IMPACT RESISTANT' OR PROTECTED WIN IMPACT RESISTANT COVERINS MATERIAL AS REQUIRED BY THE FIORIDA BUILDING CODE
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T/D45T 19M1
•4. 4: 4'
4•
0
1/4'O STAINLE55 STEEL TAPCOIS
INTO 6ROUTED MA50Wr IN 13/4' DOW TYP.
OF 3 PA5Ma;S FA 5X0
2x Pr Li1CK A5 REf�IIIRED
BY DOOR MAINAG'M33Z
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'
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DOOR BUCK ATTACHMENT DETAIL (MASONRY)
N.TS.
NOTES, _
L APPROVED
WAATTERPROOF NDOOR PEI*0ER5 NCC.OAT BEFORE UST�A.PROVIDE AN LLING BIIGK55 ��A ALLA710K
Llr>M WATERPROOF1146 SHALL COMPLY w AAMA'm
Z. THE MNIMIM STRUCTURAL WOOD EUGK SHALL BE 1 V2' THICK ATrAGFED TO 6R=W MASONRY
WPV4• P 55 TAPCON5 A5 SHOWN FA59N DOORS TO'BUGK IN MR UIO 5TA MH25 STEEL
WOOD SGRl3^5 AS PER NOA.
i4V-W
6'jt• S
OOR OPNiG
UST WALL
KEY PLAN (5
)ITS. NORTH
NOTES.
I, (+/) DENOTES DM16N HID FW59M FOR NEW FRENCH DOORS (QUO.
EPDXY ANCHOR VERT BAR
INTO BOTTOM OF EXIST BEAM
EXIST BOND BEAM EXIST
tTO REMAININTM RENF Q
+ e'-O'
T/DQ
-- REVIEWED FOR
----- ----
-- CODE COMPL�IAIP. YZ
ST. LUCIE COUN
�- 04 5W' POI)IREI? BEAM W 1#5 HOW
WI 94 HKS 6 I6' OfC W! 4' EPDXY EMBED
ENS . it GMU WALL PROPO�� OPL�JIN6
N RIMNG BOND
VMF'(OR PROVIDE 415 VERT BAR
N GROUTED CREELS, TYP 0 1AM85
(SAW GUY FAGS STE L IF REGYD TO PLACE NEW BAR)
Lt. I
I
95 DOT$ x3b' W/ 6' EFOXY EXIST CMII WALL TO TE REMOVED
043M INTO EXIST I'M
NEW DOOR OPENING IN EXISTING WALL DETAIL
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FLORIDA R 8041162a 7
lldll)b ENGINEERING, INC.
JNAMEi:
COMBS RESIDENCE
8504 PENSACOLA ROAD
FT. PIERCE, FLORIDA
ATE: 10-23-20
This drawing and design as shaven is
the prope►1Y m ML Engineering, Inc.
Rearoducnonand/or use of-thlsdravdng
or any content therein, without express
prohlbient e`d maycondt ftanlrmmingey
menf, and may be subject to kDcd won
by ML Engln®®ring! Inc.
,
20-233
Consulting Structural Engineer
203037thAvenue
w " Vero Beach, Florida 32960 ''
Phone:772.569.1257 Fax:772.5694o4d
rDIRAVMNBV: TR CHECKED BY: ML
IC
NEW DOOR OPN'G IN EXISTING WALL
0. S-1 of SHEETS