HomeMy WebLinkAboutAPPROVED Engineering Submittal-DigiCert, Turney, 2.16.21(1) PRODUCT APPROVAL
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures ssurs __ Nambar T e .
NjC Rr, ,:
SEVES GLASS RIGID PVC PC LASTIC CHANNEL �% Z l + ¢
PLAN . -�...a q ,�'P_y._._,�►.��.:—��..-- .�'�
THICKSET 90
8x8x4 SEVES GLASS BLOCK STRUCTURE` —_ 8x3x4 SEVES GLASS BLOCK
THICKSET 90
STRUCTURE'
RIGID PVC PLASTIC SPACER
PERIMETER FRAMING
SEALANT LOCATIONS
F-
GLASS BLOCK JOINTNSUBSTPATE
PERIMETER FRAMING
SEALANT LOCATIONSSEALANT LOCATIONS
(LENGTH OF CHANNEL) q g
RIGID PVC PLAST `" ( Zi'1_-
CHANNEL
PRE-PUNCHED HOLES FOR ANCHORING
4 I
4'-0"MAXIMUM L
�sd
NOMINAL WIDTH SECTION
a
ELEVATION tMPACTRESISTANT
6 BLOCKS x 12 BLOCKS DESIGN PRESSURE RATING
SPECIFICATION NOTES: - :80.0 PSF
-
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• GLASS BLOCK UNITS:Thickset @ 90 Series 8V'X4"or 6`6x4"(nominal size), o r fi
• FRAME AND SPACERS:Extruded while rigid PVC.Frame comers are cut square or mitered and are silicone sealed.Extruded by Cardinal Systems,Inc.
• SEALANT:Seves Glass Block Sealant.One part neutral fast curing structural silirxme seala;rt.
a f
• SEALANT LOCATIONS:All twrizontai and vertical glass Gluck joints;inside comers of perimeter channels;two beads(Y`from each edge)between hack of perimeter channels and framing members;two
beads each above and below"long"horizontal spacer and"short`vertical spacers;perimeterjoints between glass block and channel lags;and perimeterjoints between channels and flaming members.
• REINFORCEMENT:PVC spacers between all horizontal and vertical dints.Spacers in channels are not required. -
SHIM SPACES:Mar,(mum%'shim space between the perimeter channel and wood frame.
+ FIELD INSTALLATION:Loose materials(glass block,spacers,channels and sealant)are available from Seves Glass Block authorized duUibutom,dealers and home centers for on-site installation.
Complete window units,framed within 20 treated lumber,and pre-fabricated by Seves Glass Block in accordance with these instructions.are also available from authorized distributors,dealers and home
centers.NOTE:These windows are recommended for RESIDENTIAL APPLICATIONS ONLY.
ANCHORAGE SCHEDULE- — — ! �,✓a'__ c `
SUBSTRATE MATERIAL DATA FASTENER SPACING MIN.EMBEDMENT(E) MIN.EDGE DISTANCE(E.D.) L ( C j �� � j ' �, _ f ^c GENERAL NOTES.
STEEL MIN.18 GA, 910-16 HWH ITW TEK 2'FROM CORNER, 3 THREADS PENETRATION /• �` • v y e fir;
Pr=33 KSi SCREW GR.5(FLAT HEAD) 6Y2"O,C, BEYOND STEEL FRAMING 7
CONCRETE � MIN.f4=3000 PSI %s"0 HILT KWIK CON 11+ 2"FROM CORNER, 1" +y" � " .,�t
1. THE OWNER WOULD LIKE TO REMOVE AN EXISTING 6080 SLIDING
(FLATHEAD) �"oo, �,' GLASS DOOR IN THE KITCHEN.
Y16"01TWTAPCONS 2"FROM CORNER, 1" f 2"1 ` - 2. SHE WOULD LIKE TO REPLACE IT WITH A GLASS BLOCK WINDOW
I6/"n.C. I� ( � AND CBS INFILL.
_ —......... _
MASONRY CONFORMS TOASTMC99 s/,6°0 HILTI KWIK CON If+1 2"FROM CORNER, 1" 1Ya -' - 3. THE INFILLED AREA TO BE INSULATED WITH FI-FOIL R-4.5 AND
GROUT CONFORMS TO (FLAT HEAD) �"O.C. 1 »
ASTM C476 MIN.GROUT
l I FURRING WITH /2 DRYWALL ON INTERIOR.
is=2000PSI X,a°0 ITti1'TAPCONS 2"FROM coRNER,11" 2° 4. STUCCO ON EXTERIOR TO MATCH EXISTING WITH PAINT.
6v^O.C.
-- -- 5. 8" x 8" GLASS BLOCKS WITH IMPACT RATING INSTALLED PER
WOOD MIN,S.G.=0.55 98 WOOD SCREW 2"FROM CORNER, 1-1/2" �" FLORIDA PRODUCT APPROVAL.
(FLAT HEAD) �O.C. _
6. THERE IS NO ELECTRICAL, PLUMBING OR HVAC WORK REQUIRED.
SEVES GLASS BLOCK 7. ALL WORK TO BE IN COMPLIANCE WITH THE 2020 FLORIDA
SERIES I PATTERN NOMINAL DIM. MIN,FACE THICKNESS BUILDING CODE 7t" EDITION AND ASCE 7-16..
THICKSET00 NUBIOe 8"x8"x4" 0,751N. 8. OWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL
6"x6"x4" 0.751N. CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY
THICKSET090 I CLARITYe 8"x8"x4" 0.75IN. WALL SECTION-,. BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS
fi"x6"x4" 0.T5 fN. "-
SHOULD BE REPORTED TO THE ENGINEER.
THICKSET*90 E:N:D:U::P:A:@::f— ft'&x4° 0.751N. 1 »
SCALE / —�------
_GLASS BLOCK INFORMATION{_
o (.ornplete all that apply)
z. clEstt;fa ct : Flor'sda
2. Structure Designed as# one): /Enclosed Partially Enclosed Open
3, Risk Category: —1 !f, Ill —IV Exposure Category: ✓8 C ___.,t3
4. Design Wind Velocity 0 Mph -K!ASO LRFD End Zcxrrw Width. h
—*— S. Mean Roof Height ,_-I S/ ft Roof Pitch:._ _:12 Parapet: ft
F- Components&Cladding Design Pressures Used:(PSF,based an 105gfi @ 1:5'MRH,clearly label on all plan openings);
a Zone 3: "— Zone 2: Zone 3: Zane 4: a 5:_4f_d - Game: —�
7. resign loads: Floor:,5 PSF Roof/Dead: '��PSF Rocsf/Live:"y�, Balcony: PSF
d't•E� �' ,
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: _ PSF
KITCHEN _ KITCHEN _ Were Shear ear Walls considered For Structure? .-.,,/yes _ Not Explain Why Not:
9. is A Continuous toad Path Provided?_ZYes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure:441L�PSF Soil Test Reports Submitted? Yes
Design by:
REVISED FLOOR PLAN J EXISTING FLOOR PLAN
-- RICHARD A. JEMISON
SCALE %" SCALE %" P.O. Box 5616
Ft. Pierce, Fl. 34954
(772) 215-5623
G.
yy i This item has been electronically signed BENCHMARK ENGINEERING
N and sealed by Bowdoin G. Hutchinson, P.E. OF THE TREASURE COAST
r ��7 806 DELAWARE AVE.
"0 ; using a Digital Signature and Date. Printed FT.PIERCE,FL.34950
r * = copies of this document are not considered (772)772-267-1399 02/15/21
,�< OP , : �\ signed and sealed and the signature must
SEAL REMOVE SGD & INFILL WALL SHEET
SS,i� ORipp. be verified on any electronic copies. INSTALL GLASS BLOCKS & PANTRY
0AIAL ENG������ _ N TURNEY
�ir1111+►�! DN: c--US, st=Florida, I--Fort Pierce, o Bowdoin G. BOWDOIN KATHRY
Hutchinson, cn=Bowdoin G. Hutchinson HUTCHINSON 9125 PUMPKIN RIDGE
Bowdoin G . Hutchinson _ s P.E.#70878 PORT ST. LUCIE, FLORIDA OF 1
Date: 2021 .02.1618:37:49 05'00'
Adobe Acrobat version: 2021 .001 .20135