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DESIGN NOTES: PE082328CA 9ggY��55`�
SITE SPECIFIC FLOOR PLAN: FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-10
SCALE:N.T.S. Vult=164 MPH/Vasd=128 MPH (3 SECOND GUST),EXPOSURE'D',ENCLOSED 5kTRU&Olktl I
RISK CATEGORY=11, Kd=0:85, Kzt=1.0, Kz=TAB E 30.3-1, GCpl=+/-0.18`\� r,ORDpn
qh=0.00256-Kz'Kzt'Kd•V'V
P=qh((GCP)-(GCpl))
PRESSURES:NOTED AS BELOW ED,ROOF TYPE MONOSLOPE,ROOF SLOPE Ob�a;•'• tiQ
N INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS = 10 Nm sooA
.IT I s De
05 Nh' GENERAL NOTES: „; e.e„f„.Ise L.
IPjH1RE ISAOIGRAL
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED 9D�1 F(R,�HE PURPOSEAE ON SHEET 1,THIS
OF THE INSTALLATION OF GLAZEDINON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS.NO Fyf4UP G ERyIER
MINA IS PART OF A DIGITALLY
G EXPRESSED OR IMPLIED,IS OFFERED As TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR QQM E O LONG WITH,.
SIGN D FILE,SMALL REMAIN IN
2 THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION 15 SPECIFICALLY REFERENCED AND ADDRESS EI Y D�DRAL GORMT,&PUNTED
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL'P$ S LUE�SMRFE,T1dB!1 G P1e80P TNIB DOCUMENT
ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOLL BUILDING OFFICIAL
AND
SMEDARE NIF THERE ISNO
+/ks0 3. ,NFISTMTION OnFON �EEISj'TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE 1 III I \ DIGITAL SIGMNPE ON STUFFY 1
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLA 5 T 00.TI115 SHEET GOES NOT
EXISTING FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING MOST STRUCTURE,THIS ENGINEER SMALL BE NOTIFIED BEFORE CONTAIN AN ENGINEER'S
CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO REINSPECT AND RE-EVALUATE DESIGN.NO WARRANTY,EITHER EXPRESSED OR ORIGINAL SIGNATURE&SEAL,
IMPLIED,IS CONTAINED HEREIN.SINCE R IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE CONTRACTOR SHALL THIS SHEET IS A COPYORAFT.
VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF
THE PRODUCT APPROVALBEING UMUZED WHICH MUST BE SOUND FOR INSTALLATION OFTHIS SYSTEM AND SMALL NOTIFYTHIS ENGINEER ON
IF ANY DEFICIENCIES OR ABNORMAIIIIES ARE OBSERVED.USE OFTHIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. Z .-1
5. SYSTEMS SHALL BE AS NOTED HEREIN.ALL REFERENCES TO EXTRUSIONS&INSTALLATION SMALL CONFORM TO THAT OF MANUFACTURERS _
SPECIFICATIONS AS SUMMARIZED HEREIN. Ty'_ W T•)
NTm
6. A3UNCTUREOF EXTERIOR PLASTER AND FENESTMTION PRODUCTS SHALL BE SEALED WITH A SFALANT COMPLYING WITH HAMA 800 AND lJ- F-M�1L uuw110
>MBD0' ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER 301W EXPANSION AND CONTRACTION,AND ASTM C1281 OR HAMA 812 FORTNE a
BUILDING FOOTPRINT TYPE HEONTRACTO TO BE SELECTED TO IHULATE IS ALL E THE SCOPE MEMBERS FROM
THIS SIMILARMACERTIFICATION.
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7. THE CONTRACTOR SMA RESPONSIBLEUNCRCKED INSULATE ALL MEMUM COMPRESSIVE
STRENGTH
MATERIALS 0 PSI U.N.O.NT ELECTROLYSIS.SHALL
BE lu� O in,=
B. ALLCONCRETE SWILL M ER M EDM ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 RE U. AND SHALL BE MINIMUM TE A
THAJ.B THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL.MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND Z h- W W U••33 p
PLAN VIEW FORALUINUM AEACHMETS AU-ANDNON SHALL BE
LL 1-aQX•��
9.
FOR ALUMINUM ATTACHMENTS ALLANCHORS SHALL BE SPACED WITH 210IAMETER END DISTANCE AND 2.510UMETER MIN SPACING To
A`UACENT ANCHORS,UNLESS NOTED OTHERWISE. Zk Otm
S0. ALL FASTENERS TO BE 012 X 3/4'OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR CADMIUM PLATED OR ,+\
OTHERWISECORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDEML,STATE,AND LOCALCODES. u)lu o�O �W
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN TO CBS AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,TO THE MEW THAT ll JJ Z
THEOPENINGARCA 0 NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN.CONTRACTOR ISM VERIFY ALL FIELD DIMENSIONS PRIOR TO U FW,y,O,-,
WSIAUATION. 3 Ly l7
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,eL 4L S&t w
INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,& - OW w
---- ---- FEDERAL CODES FROM DEVIATIONS OF THIS PLAN. b0
13, ENGINEERING EXPRESS HAS NOT VISITED THISJ08SITE INFORMATION CONTAINED HERE IN 15 BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR UABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS.WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN
AN OPPORTUNITY TO REEVALUATE OUR WOM UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING U
FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. Z
14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
•ALTEMTIONS,ADDITIONS,OR OMER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION• U N
G
DESIGN INFORMATION: o N o 4C '
DC
W�9
rc MARK QTY Wx H(InJ DESIGN PRODUCT AP➢ROYAL MUWON F']O Q Go
ZONE PRESSURE s APPROVAL/ PRODUCT MODEL PRESSURE APPROVAL/ MULLION SIZE(in.) 2 O Q N OO LLI m
SERIES 5400 PVC (f W H- LU
U LU
le (1) 27.00 x 50.00 4 +49.35/-55.15 170630.06 SINGLE HUNG 1501-S7 17.0630.01 1.15 x 3.15 x 0.615 D• D Da„J N N
UNITW`"°°W
UNIT UNIT #502 SERIES PIN 5440 PVC 1.25x3.25x0.625 IPI n S O
1D (1) 54.00 x 50.00 4 +49.35/•55.25 17.Ofi14.0] FIXED WINDOW +J7.1/-77.1 17-0630.01 IQQ!) m O V ^
SERIES 5400 PVC J U
NEXT NEXT m
g DOOR N40 FT ABOVE GRADE 1 (1, 17.DDX5D.DD a +49.35 -55.25 17.0630.06 SIWGT DHOUVNG +50/-57 17-0630.01 1.15x3.25x0.615 LU
DOOR W
NOV 12 2019 g
o �lvvD\� ST.Lucie County,Permitting
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---- BALCONY ��;`�60 0�% �
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DRAWING NOTES: �® @s�� ®�� File
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18 I+ i/• AL EMTONL L:THIS SHEET ISINTEN°ED6OR�EINPRO)E WITH MEL OFALTERATIONSONLY.IFMELOFALTERATIONISDIFFERENT,THIS 19-17266
u lc 'UT CONTACTED FOR ADDITIONAL CERTIFICATION. SCALEL NTS UNLESS NOTED GESIV IM ANY DOOR PRODUCT SMALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 4r HIGH APPROVED GUARDS WHICH SHALL NOT OF
E 18LLT,D"PEEIGRHTi WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES..DRAIL SHALL BE OPERABLE WINDOWS WITH SILL HEIGHTS LOWER MAN 42 INCHES THAT 00 r0
OPENING TO WMBFROM
H A 4'SPHERE CAI1N AILCONY AREA WITH PASSAPPROVED
THROU HAT ANY POINT ELOW76P(ERCEPT FOR RESCUE WINDOENT WS WER HICIH IN MECH PROHIBITS
EVENT OF ANEMERGENCY
II
q SLOCKER MUST
CARDS WHICH IE NSI NQUDEWIN
D IN DOWS THIS D ITH THIS CONFIGURATION SMALL ALSO MVE SEPARATE CERTIFICATION CONFORMING M FBC FOR
SAIC FLOOR PLAN AND UNIT LAYOUT . WHEN APPLLG&E WIND PRESSURE INTORHATION MR LISTED SHUTTER PRODUCTS RAVE BEEN CALDLATED USING WIDTH.HEIGHT/3(ETFERIVEARFA•H•0/3)
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