HomeMy WebLinkAbout37851 SR 54USE #8X2 1/2" SDS THRU STEEL ROOF DECK
INTO TOP OF STEEL TRACK STAGGERED @ 4" OC
EXISTING BAR JOIST @ 5'0" OC WITH
METAL DECK, INSULATION AND ROOF
16 GA STEEL TRACK WITH 1-#8X1" DECK
SDS AT EACH SIDE INTO STUDS.
GALV EAVE FLASHING
1/2" CDX PLYWOOD ATTACHED
TO STUDS WITH #8X1" SDS 4" OC
COVER PLYWOOD WITH TYVEK HOUSE WRAP, AND
GALV PAPER BACK WIRE LATH AND 7/8" STUCCO
FINISH
16 GA STEEL TRACK WITH 1-#8X1" SDS AT
EACH SIDE INTO STUDS. SECURE TO SLAB
WITH 5/8"X4" EXPANSION BOLTS 16" OC
18 GA CONTINUOUS STEEL TRACK WITH 1-#8X1"
SDS AT EACH SIDE INTO HORIZONTAL STUDS AND
SECURE TRACK TO EACH STUD IN 8" WALL WITH
2-#8X1" SDS
DROP CEILING LINE
3 6/8" 18 GA STEEL STUD THAT WILL EXTEND
FROM FACE OF 2X8 STEEL STUD WALL BACK
THRU BAR JOIST TO NEXT BAR JOIST AS
SHOWN PLACED 48" OC THE ENTIRE LENGTH
OF WALL
R-19 FIBERGLASS INSULATION
8" 16 GA STRUCTURAL STEEL STUDS @ 16" OC
12'GYPSUM BOARD _
DRILL INTO EDGE OF EXISTING SLAB
3" AND EPDXY A 12" LONG #5 REBAR
PLACE THEM 24" OC THE ENTIRE
LENGTH OF WALL FOOTING
EXISTING SLAB
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1' 4"
OF BUILDING
WALL SECTION DETAIL "B"
DOOR IS COVERED
ON THE INSIDE NOT PROPOSED NORTH ELEVATION 1/4" = 1' 0"
USED
PLACE 2-#8X1" SDS THRU STEEL
STUD EDGE INTO FLANGE OF BAR
JOIST AT BOTTOM
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. ... .. ... 7/8" STUCCO OVER FRAME WALL .
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EXISTING EAST ELEVATION 1/4" = 1' 0"
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39' 4"
PUNCH HOLE BELOW EXISTING BOND
BEAM AND FILL TWO CELLS AT THIS
CORNER OF THE BUILDING SOLID
WITH 2500 PSI CONCRETE
SECURE STEEL STUD WALL TO INSIDE
FACE PF EXISTING BLOCK WALL WITH
1/2"X4" EXPANSION BOLTS 24" OC
NEW COOLER INSTALLED AFTER WALL IS IN PLACE
16 GA 8" STEEL STUD WALL THAT WILL
EXTEND FROM SLAB TO BOTTOM OF
STEEL ROOF DECK, SEE PROPOSED
WALL SECTION DETAIL
WALL TO BE IN PLACE PRIOR TO THE
REMOVING OF THE AREA OF BUILDING
REPAIR DROP CEILING AT NEW WALL
AS NEEDED.
INSTALL OUTLETS ON WALL AS NEEDED
PER NEC
TIME SAVER
FOOD & GENERAL
STORE
37853 ST. RD. 54
INTERIOR 1744 SQ. FT
COVERED
ENTRY 235 SQ. FT.
TOTAL 1979 SQ. FT.
INTERIOR SHELVING
NOT SHOWN
ADD 1/4"X4"X4" SQUARE STEEL COLUMN WITH 1/4"X4"X8"
STEEL PLATE WELDED AT TOP AND BOTTOM OF COLUMN.
PLACE UNDER BEAM. SECURE TO FLOOR WITH 2-5/8"X5"
EXPANSION BOLTS AND TO BOTTOM OF CONCRETE BEAM
WITH 2-5/8"X3 1/2" EXPANSION BOLTS. EXISTING WALL
FOOTING TO REMAIN.UNDER COLUMN. IF CONDITIONS ARE
DIFFERENT CONTACT ENGINEER
REPAIR GLASS STORE FRONT AS NEEDED
AND ATTACH TO NEW STEEL STUD WALL
PER MANUFACTURES SPECIFICATIONS
L_ ___________________ __ ________ IL Ji It
_______
21------------------- I.------------------- 4----- _______ ___________________ 3c_
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GLASS STORE FRONT--/
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32' 0"
PROPOSED FLOOR PLAN 1/4 = 1' 0"
PROPOSED SOUTH ELEVATION 1/4" = 1' 0"
—TOP OF WALL n 12' 0"
INTERIOR
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GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
6TH EDITION
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH EDITION SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE
6TH EDITION SECTION 1609.1.1.
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
COMPONENT & CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.31-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.31-89.0
4
N/A
+35.31-38.2
5
N/A
+35.3/-47.2 71
6TH EDITION FLORIDA FIRE PREVENTION
6TH EDITION 2017 FLORIDA BUILDING CODE
6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE
2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)
2014 NATIONAL ELECTRICAL CODE (NFPA 70)
CONTRACTOR TO PROVIDE TACTICAL SIGNS AS REQUIRED
CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION
BUILDING HAS STEEL ROOF SYSTEM
LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED
BUILDING DATA:
OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M
NO CHANGE OF OCCUPANCY
TOTAL AREA 1744 SQ.FT. / 60 = 29 PEOPLE
CONSTRUCTION TYPE: VB
FIRE PROTECTION: UNPROTECTED NON SPRINKLED
PLUMBING FIXTURES EXISTING
SPACES WITH ONE EXIT PER TABLE 1006.2.1
.••. . . ■ A
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BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077 FAX 352-567-2070
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TIME SAVER FOOD & GENERAL STORE
37853 STATE ROAD 54
ZEPHYRHILLS, FLORIDA
REMOVAL OF PART OF BUILDING
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RYMAN CONSTRUCTION INC
36413 STR RD 54
ZEPHYRHILLS, FL 33541
OFFICE 813-782-0825
PLAN INDEX:
SHEET B 1 : EXISTING FLOOR PLAN
EXISTING ELEVATIONS
SHEET B 2 : EXISTING BUILDING CUT SECTION "A"
DEMOLITION FLOOR PLAN
SHEET B 3 : PROPOSED FLOOR PLAN
PROPOSED ELEVATIONS
WALL SECTION DETAIL "B'
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T, L. HANSON
4 ASSOCIATES, INC.
CONSULTING ENGINEERS
ENGINEERING BUSINESS NO. E55830
Post Office Box 1128
Dade City, Florida 33528
(352) 521-5848 THOMAS L. HANSON, PE 38654
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EXISTING EAST ELEVATION 1/4" = 1' 0"
EXISTING WEST ELEVATION 1/4" = 1' 0"
DOR IS COVERED
ONOHEINSIDE NOT EXISTING NORTH ELEVATION 1/4" = 1' 0"
USED
64' 4"
DOOR IS COVERED
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CANTILEVER ROOF LINE
AND SIDE WALK EDGE
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I, 64' 4"
EXISTING FLOOR PLAN 1/4 = 1' 0"
EXISTING SOUTH ELEVATION 1/4" = 1' 0"
_TOP OF WALL n 12' 0"
INTERIOR
DROP CLG _ n 9' 6^
BUILDING
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THIS AREA OF BUILDING TO BE REMOVED
DEMOLITION FLOOR PLAN 1 /4 = 1' 0"
DEMOLITION NOTES:
1. INSTALL FENCING AND SAFETY BARRIERS AROUND BUILDING
PRIOR TO STARTING DEMOLITION.
2. DISCONNECT AND REMOVE ALL ELECTRICAL AS NEEDED
PRIOR TO STARTING DEMOLITION.
3. DISCONNECT AND REMOVE ALL MECHANICAL AS NEEDED
PRIOR TO STARTING DEMOLITION
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