HomeMy WebLinkAboutSITE PLANSITE SPECIFIC FLGJR PLAN:
SCALE: N.T.S.
MBD= 207'
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BEN ARDQ, P.E.
DESIGN NOTE `' \\AIALi"'PEDDa4464 P,
' V :� FLORIDA BUILDING CG"L SIXTH EDITION (2017) ASCE 7-10 �� �N '0238-
IVult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STR RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.181C�qh = 0.00256*Kz*Kzt*Kd*V*V ' P = qh ((GCP)-(GCPI)) NO P�g�PRESSURES�NTEAS D BELOW D, ROOF TYPE MONOSLOPE, ROOF SLOPE 0° - �t EFAALL ALL SYSTEMS -PER VALID FLORIDA PRODUCT APPROVALS
P j 'GsRAL•:NOTES �'•, STA NO�ONT N GMALS
.,C�\C� C �`- ; //� /(4O SIGNATU & �FPLEERSEAI
[" ' J1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITESPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR }� (1Q�� SIONA NEEf 1, THIS
Q¢.OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OMERS. NO CERTIFICATION, EITHER•/ p HEED TO A DIGITALLY
_ EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMFONEM USED ALONCIWPT Y NMFl� HALL REMAIN IN
_ -THESE PRESSURES UNLESS, PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. / /)) 01�,jTAd FIORMAT, &PRINTED
2. . NO CERTIFICATION OR REVIEW IS OFFERED THATTHE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE COPIES OF THIS DOCUMENT
ADDRESSE6,BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL ARE NOT CONSIDERED SIGNET
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER AND SEALED. IF THERE IS NO
INFILTRATION OF FIRE SAFETY. DIGITAL SIGNATURE ON SHUT 1
- - - 4:. - THE MOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND WE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE OR THIS SHEET DOES NOT
EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTAIN AN ENGINEER'S
_ CONTINUING CONSTRUCTON AND RESERVES THE RIGHT TO REINSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR ORIGINAL SIGNATURE & SEAL,
IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL THIS SHEET IS A COPY RAFT.
'VERIFY DURiNr CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF
IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S
SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCIS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND
ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EKPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE
TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. .. _
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS T
8. ALL CONCRETE SMALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3001
THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COM
SHALL BE IRON -FREE, NON -SHRINK AND NOWREACTIVE. I —
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2KDIAMETER END DISTAN
ADJACENT ANCHORS, UNLESS NOTED OTHERWISE I
10. ALL FASTENERS TO BE #12 x 3/4. OR GREATER 2024-T4, 38-8 SERIES 300 NON-MAGNETIC STAI
OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDE
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY
THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN. CONTRACTOR IS T
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION. BY CONTRACTOR, et. aL
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION MACTICFS BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
— — — FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN.
13. ENGINEERING EXPRESS HAS NOT VISITEI THIS JOBSITE INFORMATION CONTAINED HEREIN IS'BASED ON CONTRACTOR SUPPLIED DATA AT
EA MSUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HEIR RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE OAT
OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTIOW'ENGINEERING EXPRESS SHAILBE NOTIMED'AND GIVEN
AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR:TO MODIFICATION OF EXISTING
FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
* ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION '
DESIGN INFORMATION:
UNIT
NEXT
DOOR
MARK
.QTY
W x H;(In.)
ZON
DESIGN
PRESSURE
PRODUCT
APPROVAL #
PRODUCT MODEL
APPROVAL
PRESSURE sf
SERIE 5570/2770
1
(1)
144.00 x 96.00
4
+42.59 / -46.74
17-0420.06
VINYL SLIDING
+60 /-60
GLASS DOOR
(REINFORCED)
SCANNEDO%f
St. Lucie Couni
DRAWING NOTES:
. ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION I ONLY.IF LEVEL OF ALTERATION IS DIFFERENT, THIS
ININ R3_MLLB� CONTACTED FOR ADDITIONAL CERTIFICATION.-
. DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EKII ONLY TO EXISTING BALCONIES WITH EXISTING 42• HIGH APPROVED GUARDS WHICH SHALL NOT
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NbfbPEN_TO_A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM I Jj
FLOOR PLAN AND UNIT LAYOUT OPENING KE WHICH A P SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36• (EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENCY LIILJIII
THEGUARD0. MUST BE REMOVABLE). WINDOWS WITH OCUTHIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC FOR
SAFEGUARDS WHICH IS NOT SURE INFO IN THIN DOCUMENT.
• WHEN APPIGaLE, WIND PRESSURE INFORMATION FOR LISTED 9NUl-TER PRODUCTS HAVE DUN CALNIAIED USING Y11DTH = HEIGHT/ 3 (FfiECIIYE AREA. M•M/3)