HomeMy WebLinkAboutEngineering Submittal Revision-DigiCert, Midway Baptist Church, 9.30.201 r d
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t� NEW DBL DOORS
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PANIC HARDWARE
` ON ONE DOOR ONLY
DOOR HEADER
MODIFICATION DETAIL
-__TO CHAPEL,^:_
Ceertification fog Design Load Compliance
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida to/7 ¢ C Code Sixth Edition with 20 >✓ Supplements using ASCE 7-10 1
2. Structure Designed as (check one): Enclosed Partially Enclosed Open
3. Risk Category: 111 "", III IV Exposure Category: _y_B C D
4. Design Wind Velocity /7o mph /32 ASD LRFD End Zone Width:/4 _ft
S. Mean Roof Height`__1,,1— ft Roof Pitch:'-:12 Parapet: .— ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: t`- Zone 4:W7Zone 5:s31
3 Garage:
7. Design Loads: Floor: S A S PSF Roof/Dead:PSF Roof/Live: �_� Balcony: PSF
Dock: PSF Deck: — PSF Stairs: PSF Fence: PSF Railings: r PSF
8. Were Shear Walls Considered For Structure? t✓ Yes Not Applicable Explain Why Not:
9. is A Continuous Load Path Provided? ✓ Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure:Z b G PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St, Lucie L
County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
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NEW DBL DOORS
N_
PANIC HARDWARE
ON ONE DOOR ONLY
MIDWAY ROAD
SITE PLAN
l SCALE 1 "=20'
NOTE:
MAXIMUM SLOPE FOR RAMPS
IS 1:12 / THIS SLOPE IS LESS
COVERED WLK4
FLOOR 51
2-
FELLOWSHIP
PRODUCT APPROVALS
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
�i O f3/ s
-}3 -'
'`5�6- 6'
f'4.ti.r�'P4
gee Dau
c /71$'�, fa
y
NOTE:
THE EXISTING FLOOR SLAB TO BE
POWER WASHED & ACID WASHED.
BONDING AGENT APPLIED & TOPPED
WITH 3000 PSI FIBERMESH CONCRETE
0w w 1.000AS
_ STORAGE
rZ X L_S /,.
/i
NOTE:
USE 9800 SERIES
MODEL: 986OV3684
9800 & F9800 Series
A9800 & AF9800 ADA Series
GRADE 1, Rim Type Exit Device
LIFETIME BHMA MEETS C U� S
r an Ate.. ...,. 3NOUA FIRE RATED:
WARRANTY Be Safe.$e Secute Lookfarthzhiark. � a • " ULIDC, UBC7.2-t997
CAL•ROYAL
4}�
%compliant
5 lbs opening force on ADA Series only
I --�qler toj�e. f and Finishest
Specifications
1
For Doors .................. 1'/4'thick standard optional 2 Y4' thick. 41/2" minimum
stile width required for single or double door application End Cap.. ................... Brass, Bronze or Stainless Steel construction
using standard 239 strike and pull or fever, thurnbpiecr Alarm ......................... Available. See page 33
! and escutcheon trims.
2 3/<" backset hand ........................ Nor, handed, center hub
ADA Series ................ Prefix "A" before the MODEL #
Latch Bolt ................. Stainless Steel 3/4" throw
�+
Chassis ..................... Non-ferrous Alloy (Panic Grade), Steel (Fire Grade) Spring ........................ Stainless Steel throughout
-OFFIC Cover ......................... Brass, Bronze or Stainless Steel. Covers stock hollow ANSI Standard.....,.... A156.3, Grade 1
metal doors with 161 cutout Strike ....................... 239 packed standard (See strike page)
Mounting ................... Furnished with wood and machine screws. Available Trim ........................... See Trim Designs section
with thru-bolts on request. Thru-bolts are included
}}{ and standard packaging on fire rated devices
Dogging Feature...... Allen -type key furnished standard on non -fire labeled Minimum Stile Requirements
} devices. Cylinder dogging available 4" escutcheon trims and
%'
Mullion ................... Available 4 for thumbpiece and rose trim i
1 DOUBLE DOOR
UL and ULC Listed... 9800 Series for panic. F9800 Series fer fire exit
hardware for all types of 4' x 8' single doors and 8' x 8' 4'/2' MIN. STILE
double doors for up to 3-hour fire labeled installations,
conforms to standards UL1CC and UBC 7-2-1997 codes
Finish ................ Architectural plated finishes. See page 33 i F%
Electronic Functions... (ELR) Electrical Latch Retraction and RX & LX Signa��
Switch available .418 MULLION
DIMENSIONS
Touchbar height to finished floor 41" (1041 mm) at center
-- Touchbar Projection
Neutral 2 t/" 64 mm
d Depressed 1 W (45 mm) ( - 424 MULLION -
Center case 8'/" x 21/" x 2" (216 mm x 64 mm x 51 mm) 451s" MIN. STILE
MODEL ACTUAL SIZE MAX CUT DOWN DOOR SIZE SINGLE DOOR #
9800E024, F9800EO24, 20" 2" 22" to 24" door width -
9800E032, F9800E032 28" 6" 26" to 32' door width _
i
9800EO36, F9800E036 32" 61, 30' to 36" door width
c _
9820EO48, F9820EO48 44" 12" 36' to 48" door width ---� =-
*Add prefix "A" before MODEL # for ADA Exit Devices. 4'Y2" MIN. STILE 1
OffiAtL-ROYAL
F 30 (800) 876-92581 www.cal-royal.com I OCT 2017
PRODUCTS. INC. U.S.A - .r...
_
GENERAL NOTES:
1. THE CHURCH WOULD LIKE TO REMOVE (2) SETS OF
EXISTING DOORS AND INSTALL NEW IMPACT RATED -
FIBERGLASS DOORS WITH PANIC HARDWARE ON (1) DOOR : s
OF EACH SET THAT UNLOCKS BOTH DOORS.
2. THE NEW DOORS ARE 3068 OUTSWING AND EXISTING 2 x 8 f
FRAME HEADERS TO BE MODIFIED TO RAISE HEADER HT.5;;.w
' 3. THE HALLWAYS FLOORS ARE TO BE RAISED (APPROX. 5")
TO FINISH FLUSH WITH EXISTING FINISHED FLOORS IN THE
BUILDING.
4. CONCRETE RAMPS POURED DOWN TO EXISTING EXTERIOR
CONCRETE WALKWAYS.
5. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2017
FBC (6TH EDITION) AND ASCE 7-10.
IrY:
Bow, oin G.
Hutchinson
Design by: DN: c=US, st=Florida, I=Fort
RICHA" A. JEMISON Pierce, o=Bowdoin G. Hutchinson,
cn=Bowdoin G. Hutchinson
P.O. Bog 5616 Date: 2020.09.30 19:22:00-04'00'
Ft. Pierce, FI.34954 Adobe Acrobat version:
(772) 215-5623 2020.012.20048
N_
MAXIMUM SLOPE FOR RAMPS
IS 1:12 / THIS. SLOPE IS LESS
\\``\ISIIIIII/////
\��� �Oa1N G. lio /i
\J y�y i This item has been electronically signed
N and sealed by Bowdoin G. Hutchinson, P.E.
= 48r using a Digital Signature and Date. Printed
r * = copies of this document are not considered
OF � signed and sealed and the signature must
S; A,<ORlpp���� be verified on any electronic copies.
I I I I I
BENCHMARK ENGINEERING
OF THE TREASURE COAST
SM DEi-AWARE AVE. REVISED.`
FT. PIERCE, FL. 34950 s
(772) 772-267-1399 09128/20 ,
REPLACE (3) DBL DOORS
& RAISE CONC. HALLWAYS
MIDWAY BAPTIST CHURCH
1108 WEST I`f/iiDWAY ROAD
FT. PIERCE, FLORIDA
SHEET
OF 1