HomeMy WebLinkAboutFLOOR PLANSITE SPECIFIC
SCALE: N.T.S.
LJOR PLAN:
UNIT
#406
BUILDING FOOTPRINT
PLAN VIEW
UNI
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FLOOR PLAN AND UNIT LAYOUT
7 k
80.0' N COW
UNIT
NEXT
DOOR
DESIGN NOTES: EJ
FLORIDA BUILDING CODE FIFTH EDITION (2014) ASCE 7-10 - L
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUgN) ;
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 N M.
qh = 0.00256*Kz*Kzt*Kd*V*V�••""'•
P = qh ((GCp)-(GCpi)) O xjcCp I �
MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE','ROOF SLOPE C.00 O: of
PRESSURES: NOTED BELOW _ * NO pE82 J
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOB O FIERIF OF
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS PO ND
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR'IMPLIED, IS OFFERED A V A„
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRE 9V SS,
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.// /VAL E
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY -EGRESS -REQUIR6AtNTpt �v4(
EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL.
3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS
WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,
THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO
RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.
SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY
DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE
WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF
THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE
OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO
THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
5. 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.
6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND
SHALL BE MINIMUM 1.SX 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 -REACTIVE.
8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
9. 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 SHALL COMPLY WITH 3.3.1,
SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., &APPLICABLE
FEDERAL,STATE, AND LOCAL CODES.
10. 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 59/o OF THE ENGINEERED DESIGN.
CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION.
11. 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 PRACRCES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL
CODES & FROM DEVIATIONS OF THIS PLAN.
12. ENGINEERING EXPRESS HAS NOT VISITED THIS IOBSITE. 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 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.
13. 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:
MARK
QTY
W x H (In.)
ZONE
DESIGN
PRODUCE
PRODUCT MODEL
APPROVAL
PRESSURE (psf)
APPROVAL #
PRESSURE (psf)
1
(1)
71.00 x 95.00
4
+48.15 / -59.05
15-1210.02
SERIES 5470 VINYL
+73.8 /-73.8
SLIDING GLASS DOOR
2
(1)
138.00 x 95.00
4
+45.30 / -56.71
15-1210.02
SERIES 5470 VINYL
+60 /-60
SLIDING GLASS DOOR
03NNVOS FiLt upy
DRAWING NOTES:
• ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
ENGINEER S99M CONTACTED FOR ADDITIONAL CERTIFICATION.
• DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH ENISTING 42•MGM APPROVED GUARDS WHICH SHALL NOT
E MODIFIED.
• SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 241NCHES. OPERABLE WINDOWS WITH SILL HEIGHTS LOWERTHAN 42 INCHESTHAT DO
NOT OPEN 76A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BL=m WHICH PROHIBITS THE WINDOW FROI
OPENING TO WHICH A 4• SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36• MCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGEN(
PRODUCTS MW BEEN GICUTATED USING WIDTH = HEGHT 13 (EFFECTIVE AREA = H•H/3)
P.E.
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