HomeMy WebLinkAboutFLOOR PLANSITE SPECIE,. FLOOR PLAN:
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FLOOR PLAN AND UNIT LAYOUT
FRANK L BENN RD P.E.
DESIGN NOTES: PESPEDD4654
1 FLORIDA BUILDING CODE SIXTH I ,DN (2017) ASCE 7-10 -_ I I / r- V� C, i Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTUI;Ej 1 I I I f(✓" V
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 /- 118
qh = 0.00256*Kz*Kzt*Kd*V*V �� t
P = qh ((GCp)-(GCPO) L
MRH=130', ZONE(S) AS NOTED, ROOF TYPE'Monoslope', ROOF SLOPE 0.00 1.1°%FA°OOE
PRESSURES: NOTED BELOW _ a ND G 2928 A 5IA, P.E.
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _
F] /L
NOT[ THI SM ETDOE•
72.0' GENERAL NOTES: NOT CONTAIN AR(OFUMINAL
T SIGNATURE& ENGINEER SEA
"• Sr IFTHEREISAQIGUAL-
1. THIS ENGINEERED PION IS INTENDED TO PROVIDE SITESPECIFlC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOkT Pl1RPp6E'9iF SIGNATURE ON STUFFY 1, THIS
OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, (TY�� HEET IS PAP IT OF A DIGITALLY
EXPRESSED OR IMPLIED, 15 OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED.A WIT?fRl� SIGNED FILE, All. REMAIN IN
THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. i DICZTFAL'"1g�11 B,�RINTED
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARy TOLEEETJ " t6PIF�$�Q F,7N14'DOCUMENT
ADDRESSED BY THE PERMITTING COMPACTOR AND THE LOCAL BUILDING OFFICIAL //t'��1� AREAOTCQN]SIDERED SIGNI
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF V wko A`I•ID'S D. IF THERE IS NO
INFILTRATION OF FIRE SAFETY. 11II Olt;.- SIGNATURE ON SHEET
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE 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
NIT
=XT
FOR
L" T("DI:IN[•i•L1, Fi1:111.1(w,Ch1:FN61:14
IS IN CONFORMANCE WITH THE INTENT OF
S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURERS
SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS 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 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 TO PREVENT ELECTROLYSIS.
B. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 300D PSI U.N.O. AND SHALL BE MINIMUM 1.5X
THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND
SHALL BE IRON -FREE, NON -SHRINK AND NON-REACINE
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SMALL BE SPACED WITH 1 DIAMETER END DISTANCE AND 2.5XDIAMETER MIN SPACING TO
ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
10. ALL FASTENERS TO BE #12 X 3/4- OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR
OTHERWISE CORROSION RESISTANT MATERIAL AND SMALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES.
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT
THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO
INSTALLATION.
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et el.
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, &
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 SMALL NOT BE HELD RESPONSIBLE OR LIABLE 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 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.
DESIGN INFORMATION:
SCANNED
BY
St. Lucie County
MARK
QTY
W x H (In.)
ZONE
DESIGN
PRODUCT
PRODUCT MODEL
APPROVAL
PRESSURE (psf)
APPROVAL #
PRESSURE (psf)
1
(1)
142.00 x 96.00
4
+52.33 / -55.85
17-0420.13
PGT SERIES 770-HP
+601-130
SLIDING GLASS DOOR
2
(1)
105.00 x 96.00
4
+53.90 / -56.90
17-0420.13
PGT SERIES 770-HP
+801-130
SLIDING GLASS DOOR
DRAWING NOTES:
LEVEL OF ALTERATION I ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
BALCONIES WITH EXISTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT
�. OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 421NCHES THAT DO
WHEN APNCABLE, WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCT HAVE BEEN CALCULATED USING WIDTH a HEIGHT/ 3 (EFFECTIVE AREA - H•H/3)
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