HomeMy WebLinkAboutFLOOR PLAN0
1
SITE SPECIFIC FLOOR PLAN:
SCALE: N.T.S.
UNIT
#604
BUILDING FOOTPRINT
PLAN VIEW
UNIT
NEXT
DOOP
7 a
60.0. 0
1 17
SCANNED
BY
9t. Lucie County
NIT
EXT
DOR
DESIGN NOTES: �
FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STPUCT
,
RISK CATEGORY=Il, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.18
qh = 0.00256*Kz*Kzt*Kd*V*V
C
P = qh ((GCp)-(GCpi)) I
MRH=140', ZONE(S) AS NOTED, ROOF TYPE
PRESSURES: NOTED BELOW 'MONOSLOPE', ROOF SLOPE 0.0 Ivo
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR WE REFERENCED STRUCrUm F RKr,�F
OF WE INSTALLATION OF G!.AZED/NON-G�ED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO MmnmnO
EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPILICNBILT� OF ANy PROPOSED � OR COMPONENT USEMA'��Ko)yj[
THIESE PRESSURES UNLESS PRODUCr AND APPROVAL. INFORMATION IS SPECUFICALI�Y REFERENCED AND ADD�SED HEREIN.
2. NO CE11TIFICATION OR REVIEW 15 OFFERED THAT WE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES AAClQV'
ADDRESSED BY THE PERMITTING CONTRACTOR AND WE LOCAL BUILDING OFFICIAL.
3. THIS CERTIFICATION APPLIES TO WE STRUCrURAL PERFOMANCE OF WE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATk I I
INFILTRATION OF FIRE SAFETY.
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND WE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES WE
MEWING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING H= STRUMIRF TWq MrTNF� q.M. IIE .�Ef� lll�..
WNIINU NUWNbIKU6IIUN AND �ERVE5 THE RIGHTTURE-INSPECIAND RE-EVALUATEDESIGN. NO WARRANTY, EITHEREXPRESSED OR
IMPLIED,19CONTAINED HEREIN. SINCEIT IS NOTPRUDENT TO PERFORM DESTRUCTIVETESTING AT THISTIMEMAECONTRACTOR SHALI.
VERIFY DURING CONSTRUCTION THATTHE SUBSTRATE IS OF THETfPE AND CONSI-RUCTION WAT IS IN CONFORMANCE WITHWE INTENT OF
WE PRODUCT APPROVAL BEING UTIUZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER
IF ANY DEFICIENCIES OR ABNORVAIJUIES ARE OBSERVED. USE OF THIS DDO.IMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
S. SYSTEMSSHALLBEASNOTE[IHEREIN. ALL REFERENCES TO EXTRUSIONS & INSrALLAMON SHALL_ �FORM TO THAT OF MANUFACrURERS
SPECIFIGNTIONS AS SUMMARIM HEREIN.
6. ANY ]UNCTURE OF EXTERIOR �R AND FENESTRATION PRODUCrS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND
ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAM 812 FOR WE
TYPE OF SEALANT TO BE SEI.ECTED WHICH IS OUTSIDE WE SCOPE OF THIS CERTIFICATION.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
8. ALL CONCRETE SHALL BE UNCRAMED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS1 U.N.O. AND SHALL. BE MINIMUM 1. Sx
THICKEll THAN ANY MEMBER EPISEDMENT. ALL EPDXY AND GROlff SIHVlL. MEET OR EXCEED COMPRESSIVE STRENGTH OF WE CONCRETE AND
SHALI. BE IRON -FREE, NON -SHRINK AND NOWREACTIVE.
9. MR ALUMINUM ATrACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMUER END DISTANCE AND 2.SxDIMUM MIN SPACING TO
10. ALI. FASTENERS TO BE #12 X 3/4- OR GREATER 202�T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR
OTHERWISE CORROSION RESISTANT MATERIAI. AND SHALL COMPLY WITH All- APPLICABLE FEDERALSTATE, AND LOCAL CODES.
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND MM DESIGN CRITERIA. THEY MY VARY SLIGHTLY. TO WE EXTENT THAT
WE OPENING AREA IS NOT SMA� THAN 5% OF WE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO
INSTALLATION.
12. ENGINEER SUL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et aL
INDEMNIFIES & SAVES HARMI ESS THIS ENGINEER FOR ALI. COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING MOM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRIKTION PRACRCES BEYOND THAT WHICH 15 M I m MR BY LOCAL, STATEt &
FEDERAL. CODES & FROM DEVIATIONS OF THIS PLAN.
13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INAMURATE DATA
ORMEASURE�IENTS. WORK SHALL BE REM VERIFIED PRIORTO CONSIRUCTION. ENGINEEFUNGEXPRESSSHALLBENOTIFIEDMDGMN
AN OPPORTUNITY TO REEVALUATE OUR WOW UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING
FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
14. EXCEPT AS EXPRESSLY PROVIDED HUEIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARIE INTENDED.
- ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION
DESIGN INFORMATION:
MARK
QTY
W x H (in.)
ZONE
DESIGN PRESSURE
PRODUCT
PRODUCT MODEL
APPROVAL
MULLION
MULLION SIZE
(Psf)
APPROVAL #
PRESSURE (psf)
APPROVAL 0
(in.)
SERIES SH-700
1
(1)
32.00 x 51.00
4
+�.84/-61.91
17-0630.08
ALUMINUM
�()1�0
N/A
N/A
SINGLE HUNG
WINDOW
PST SERIES
2
(1)
142.00x96.00
4
�7.67 / -56.57
17�420.13
n()HP SUDING
+901-130
N/A
N/A
GLASS DOOR
PGT SERIES
3
(1)
206.00 x 96M
4
+49.02/-S7.60
17-0420.13
770-HP SLIDING
+NJ-130
N/A
NIA
GLASS DOOR
4A
(1)
37.00 x 64.00
4
+S4.84 / -61.91
.80/_80
17-0630.01
lx2.75x0.37S
4B
(1)
37.DO x 64.00
4
+54.B4 / -61.91
+801�0
17-0630.01
Ix2.75x0.37S
DRAWING NOTES:
FILE COPY
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JEVEL OF ALTERATION I ONLY. IF LEVEL OF ALTEiUITION IS DIFFERENT, THIS
BALCONIES WITH EXISTING 4r HIGH APPROVED GUARDS WHICH S� NOT
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FLOOR PLAN AND UNIT LAYOUT
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BUN CAU�TED USING WIDTH . HEIGHI/ 3 (DT�W AREA . H-W3)
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