HomeMy WebLinkAboutPLANSITE SPECIFIC FL:.JR PLAN:
SCALE: N.T.S.
UNIT
#410
BUILDING FOOTPRINT SCANNED
BY
PLAN VIEW St, LUCIE County
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FLOOR PLAN AND UNIT LAYOUT
DESIGN NOTES: P #PH
FLORIDA BUILDING CODE F1'-.. EDITION- (2014) ASCE 7-10
a �1 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', Ei�LOSED STRUCTURE,,��%J l I I I I
exl �j
t f A 'iq RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 Q �j
`pj;, qh = 0.00256*Kz*Kzt*Kd*V*V
lj -. 1 (4 t' P = qh ((GCp)-(GCpi))
wrs _,.3 ,�,i �i IJ MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.00 RDO
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
7
65.0,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIalUTYOFTHE
CONTRACTOR OF RECORD
UNIT
NEXT
019
GENERAL NOTES: =O
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REsE� C,ED `STij F%
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPb I(PT AN� xy`
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR!IMPLIED, IS OFFERED AS TO TH"A ITY O
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES • W
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESSREQUIREMENTS. Ak4
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, () I
THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO 7
RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. L
SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY W
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. Z
7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 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 J
NON -REACTIVE. Q
8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND Z
2.SxD1AMETER 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, I"4
SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATIONJNC., & APPLICABLE
FEDERAL,STATE, AND LOCAL CODES.
10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY W
SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. O
CONTRACTOR 1S 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 & d
RICATION, SYSTEM
DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FAB
ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL V)
CODES & FROM DEVIATIONS OF THIS PLAN. N
12. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON 5CONTRACTOR 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 C7
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 W
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 * --7
DESIGN INFORMATION:
MARK
QTY
W x H (in.)
ZONE
PRAPPROVAL
PRODUCT
#
PRODUCT MODEL
t161.91
SERIES DH-5560 PVC
1
(1)
36.00 x 50.00
4
+5
17-0630.10
DOUBLE HUNG
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO BL ICE
'T REVIEWED BY
DATE
PLANS AND PERMIT
DRAWING NOTES: MUST BE KEPT ON JOB OR
mn INIRaPrTION WILL BE MADE
WINDOWS MUST
EVEL OF ALTERATION 1 ,s n nc er.m.+.nN IS DIFFERENT, TH15
BALCONIES WITH EJOSTING 42" HIGH APPROVED GUARDS WHICH SHALL NOT
BHURBI PROEM= HAVE BEEN CRICUTATW USING WIDTH = HEIGHT/ 3 (EFPECTWE AREA = H'H/3)
P.E.
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