HomeMy WebLinkAboutFLOOR PLANSITE SPECIFIC
SCALE: N.T.S.
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UNIT
#909
BUILDING FOOTPRINT
PLAN VIEW
UNIT
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UNIT #909
N90 FT ABOVE GRADE
FLOOR PLAN AND UNIT LAYOUT
UNIT
DOOR
DESIGN NOTE' .
FLORIDA BUILDING COST--_IXTH EDITION (2017) ASCE 7-10 ♦♦%\0�.
Vult=170 MPH / VBsd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCji� `
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18
qh = 0.00256*Kz*Kzt*Kd*V*V
P = qh ((GCP)-(GCpi)) - �1 NC
MRH=130', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.00
PRESSURES: NOTED BELOW _
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS = -0
GENERAL NOTES: %rp`•.
i
1. THIS ENGINEER EO PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FORTHE;, GZ4 (1
OFTHE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER /'' II V /
EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APWCABILDY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALDNG WITW
THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR RENEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE
ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER
INFILTRATION OF FIRE SAFETY.
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE WADS 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 SNALL
VERIFY DURING CONSTRUCTOR THAT THE SUBSTRATE 15 OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF
THE PRODUCTAPPROVAL BEING UTILII® WHTOi MUST BE spllxD Fnv TUReR i ennu nv�uTe evc.cu wun �..w� � .,.....,....• �......«..
S. SYSTEMS SNAIL. BE AS NOTED HEREIN, ALL REFERENCES TD EXTIwSIONS a
SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY IUNCIURE OF EXTERIOR PLAAlE0. AND FFNFC .,Du Avnm irte euei
7. THE CONTRACI
8. ALL CONCRETE
THICKERTHAN
SMALL BE IRON'
9. FOR ALUMINUM
ADIACENTANC
10. ALL FASTENER!
OTHERWISE a
11. DIMENSIONS A
IS
12.
13. ENGINEERING aPRE
MEASUREMENTS. EN(
OR MEASUREMENTS.
AN OPPORTUNITY TO
FIELD CONDITIONS A
14. EXCEPT AS E'XPRESSL
DESIGN IN
ORM TO THAT OF MANUFACTURER'S
U COMPLYING WITH AAMA BOG AND
ASTA C1281 OR AAMA 812 FOR THE
MATERIALS TO PREVENT ELECTROLYSES.
4GTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM I.SX
EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND
HORS SHALL BE SPACED WITH 2XDIAMETER END DISTANCE AND 2.SXDIAMETER MIN SPACING TO
cr-I% aaro bnues 3u0 non -MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR
ITT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE PEDERAL,STATE, AND LOCAL CODES.
iSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT
ER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TD VERIFY ALL FIELD DIMENSIONS PRIOR TO
VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et N.
THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELIATE FEES RESULTING FROM
ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
Nis OF THIS PLAN.
MIMED THIS IOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA ANO
(PRESS SMALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
L BE FIELD VERIFIEDPRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN
OUR WORK UPON DISCOVERY OF ANY INACNRATE INFORMATION PRIOR TO MODIFICATION OF EXISTING
TON AND INSTALLATION OF MATERIALS.
HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION
RMATI O N :
MARK
QTY
W x H (in.)
ZONE
DESIGN
PRODUCT
PRODUCT MODEL
APPROVAL
MULLION
MULLION SIZE
PRESSURE
APPROVAL #
PRESSURE
APPROVALS
in,
SERIES SH-600
la
(1)
37.00 x 64.00
4
+57.96 / -61.12
17-0630.07
ALUMINUM SINGLE
+61.3 /-61.3
17-0630.11
1 x 4 x 0.37S
HUNG WINDOW
SERIES SH-600
It,
(I)
37.00 x 64.00
4
+57.96 / -61.12
17-0630.07
ALUMINUM SINGLE
+61.31-61.3
17-0630.11
1 x 4 x 0.375
HUNG WINDOW
SERIES SGD-670
2
(1)
106.00 x 96.00
4
+51.721-56.86
17-0420.09
ALUMINUM SLIDING
+e0/-98.5
N/A
N/A
GLASS DOOR
SERIES SGD-670
3
(1)
142.00 x 96.00
17-0420.09
ALUMINUM SLIDING
+90/-98.5
N/A
N/A
GLASS DOOR
SERIES SH-600
4
(1)
32.00x51.00
4
+57.96/-61.72
17-0630.07
ALUMINUM SINGLE
+64/-60
HUNG WINDOW
FI CO P,
DRAWING NOTES:
ALTERATION LEVE: THIS SHEET I!
QiGII833i'6TV.rN CONTACTED F
DOORBE/ �DESI 'ANY DOOR'S
SILL HEIGHTS: WINDOWS Mus HI
RECEIVEO
OCT 0 2 2018
Permitting
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1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
RING 42' HIGH APPROVED GUARDS WHICH SHALL NOT
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