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EXISTING BLOCK FIRE WALL 10`0"
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DEMOLITION NOTES: DEMOLITION PLAN 1 /411 ` O f f
1, REMOVE DOORS IN BLOCK FIRE WALL AND FRAME FILL OPENINGS
AS PER UL DETAIL U308
2. REMOVE AIR HANDLE 1 AND INSTALL IN NEW CLOSET SHOWN ON
PROPOSED FLOOR PLAN
3, REMOVE AIR HANDLER 2 AND INSTALL IN NEW CLOSET SHOWN ON
PROPOSED FLOOR PLAN
4. REMOVE AIR HANDLER 3 FROM ATTIC AND INSTALL IN NEW CLOSET
SHOWN ON PROPOSED FLOOR PLAN
5. RELOCATE WATER HEATER TOM EXTERIOR OF BUILDING IN NEW
ENCLOSURE AS SHOWN ON PROPOSED FLOOR PLAN
AS SHOWN ON PROPOSED FLOOR PLAN AND ELECTRICAL PLAN
6, DEMO EXISTING RESTROOM IN SOUTH UNIT AND MODIFY AS SHOWN ON
PROPOSED FLOOR PLAN
7. MODIFY AREA AS SHOWN IN NORTH UNIT FOR NEW RESTROOM AS SHOWN
ON PROPOSED FLOOR PLAN
WHEN RELOCATING AND REPLACING AIR HANDLER UNITS MECHANICAL
CONTRACTOR TO MODIFY DUCT WORK ACCORDINGLY
B 3
2X6 #2 PINE RAFTERS SPACED MAXIMUM 16" OC,
SHEET WITH 1/2" PLYWOOD NAILED 4" OC TO THE
RAFTERS 6" OC WITH 8D NAILS. COVER WITH GAF
UNDERLAYMENT AND GAF SHINGLE
SECURE RAFTER TO WALL WITH SIMPSON H2.5
CLIPS AND FILL NAIL HOLES WITH 1OD NAILS
2X4 #2 SPRUCE WOOD SUB FASCIA
WITH ALUMINUM DRIP, SOFFIT AND
FASCIA
DBL 2X4 #2 SPRUCE TOP PLA
DBL 2X6 #2 PINE WITH 1/2"
PLYWOOD HEADER ABOVE
OPENING
2X4 #2 SPRUCE STUD SPACED MAXIMUM
16" OC. SHEET WALL WITH 1/2" PLYWOOD
NAILED WITH 8D NAILS 4" OC TO TOP
AND BOTTOM PLATE AND TO STUDS —
COVER WITH TYVEK HOUSE WRAP AND
INSTALL VINYL SIDING PER MANUFACTURE
2X4 PT BOTTOM PLATE SECURE TO
SLAB WITH 1/2"X5" EXPANSIONS BOLTS
WITH WASHERS. PLACE ONE AT EACH
SIDE OF OPENING, AND (3) AT SIDE
WALLS
TYPICAL 4" CONCRETE
<V
NEW ENCLOSURE FOR
FLASH AT WALL
2X6 PT LEDGER SECURE TO WALE.
(4) 1/2"X5" EXPANSION BOLTS WITH
WASHERS
BLOCK WALL OF BUILDING
2X4 PT AT FACE OF BLOCK WALL AT
TWO LOCATIONS WITH (6) 1/2"X5"
EXPANSION BOLTS WITH WASHERS
12" WIDE X 14" TALL MONO FOOTING WITH
(2) #5 REBAR ON CHAIRS AT 3 SIDES OF
ENCLOSURE, DRILL INTO EDGE OF THE
EXISTING FOOTING 4" AND EPDXY REBAR
AT THE TWO AREAS
1 O. BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
WATER HEATER ENCLOSURE
NOT TO SCALE
BOTTOM CORD OF ROOF TRUSS
WITH 1/2" CEILING TYPE GYPSUM
NAIL TOP PLATE OT BOTTOM CORD OF
ROOF TRUSS OR DEAD WOOD WITH 16D
NAILS
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OWNER NOTES:
PROPOSED
FLOOR
PLAN
1/4"
= 1'
O"
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1. NO WATER FOUNTAINS IN BUILDING. AFTER CONSULTING
WITH BUILDING OFFICIAL WE DO NOT HAVE TO ADD WATER
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FOUNTAINS AS LONG AS EACH TENANT PROVIDE WATER TO
CUT EXISTING SLAB AS NEEDED TO INSTALL
CLIENTS AS EITHER INDIVIDUAL BOTTLE OR WATER DISPENSER
NEW SANITARY AND WATER LINES. CONNECT
PLUMBING NOTES:
THEM TO THE EXISTING LINES IN THE AREA
SINGLE 2X4 P.T. BOTTOM PLATE
NAIL WITH (3) 16D NAILED TO STUDS
SECURE WALL TO SLAB WITH 2 3/4"
HARD NAILS 12" OC
INTERIOR NON LOAD BEARING ALL
NOT TO SCALE
ELECTRICAL NOTES:
1. RELOCATE LIGHT FIXTURE AS REQUIRED IN THE
AREA WHERE NEW OFFICES WERE CONSTRUCTED.
2. ADD OUTLETS AS NEEDED IN THIS AREA AS WELL
3. RELOCATED WATER HEATER CIRCUIT TO NEW LOCATION
4. RELOCATED HVAC UNIT CIRCUITS TO NEW LOCATIONS AS
SHOWN
5. ADD EMERGENCY LIGHTS WITH BATTERY BACK UP
IN RENOVATED AND EXISTING RESTROOMS
ELECTRICAL CONTRACTOR TO VERIFY EXISTING ELECTRICAL
PANEL CAN HANDLE ANY ADDITIONAL LOAD.
ELECTRICAL WORK TO BE DONE BY LICENSED ELECTRICAL
CONTRACTOR
1. CUT SLAB AS NEEDED TO RELOCATE SANITARY AND WATER
LINES. THESE CAN BE CONNECTED TO THE EXISTING LINES IN
THE AREA.
PLUMBING WORK TO BE DONE BY LICENSED PLUMBING
CONTRACTOR
MECHANICAL NOTES:
1. RELOCATE OR REPLACE AS NEEDED THE AIR HANDLERS
TO THE NEW LOCATIONS SHOWN USING SAME SIZE UNITS
REWORK DUCT SYSTEM AS NEEDED
2, INSTALL BATH EXHAUST FANS IN RESTROOMS AS NEEDED
MECHANICAL WORK TO BE DONE BY LICENSED MECHANICAL
CONTRACTOR
NEW
a.— C
USE 1/4"X3 1/4" TAP CONS IN EDGE OF EXISTING
SLAB CUT AT EACH SIDE SPACED 12" OC WITH
1 5/8" IN SLAB ANT BALANCE EXTENDING INTO
NEW CONCRETE:TERMITE TREAT DISTURBED
SOIL COVER WITH 6 MIL VISQUEEN AND PATCH
FLOOR
SLAB CUT DETAIL
NOT TO SCALE
L t Gam) A4 -s.1 '46-Q"- S
NEW ETC, l
ClAfficae d A.tholintion #32455
02019 NEW ETC, LLC
PRODUCT CATEGORY
STRUCTURAL COMPONET
ROOFING
EXTERIOR DOORS
SOFFIT & FASCIA TRIM
WALL SIDING
CERTAINTEED; (570) 780-3195
APPROVED PRODUCT LIST
STATE OF FL.
SUB CATEGORY MANUFACTURER APPROVAL#
H2.5 SIMPSON FL 10456.7
UNDERLAYMENT GAF FL 10626.1
SWINGING PLAST PRO FL 15521.1
SOFFIT
VINYL LAP
AMERICAN CONSTRUCTION METALS FL 12019.1
CERTAINTEED CORP FL 12483.1
U L Prod u ct U)".TM
BXUVU308 - FIRE-RIESISTANCE TINGS 11-1 RA"1
ANSVUL 263
Design/System/Construction/Assembly Usage Disclaimer
• Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the
installation and use of UL Certified products, equipment, system, devices, and materials.
• Authorities Having Jurisdiction should be consulted before construction.
Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL
for compliance with applicable requirements. The published information cannot always address every
construction nuance encountered in the field.
• When field issues arise, it Is recommended the fist contact for assistance be the technical service staff provided
by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the
general Guide Information for each product category and each group of assemblies, The Guide information
includes specifics concerning alternate materials and alternate methods of construction.
• Only products which bear UL's Mark are considered Certified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for
United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
'See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
Design Criteria and Allowable Variances
See General Information for Fire Resistance Ratings - CAN/ULC-Sl 01 Certified for Canada
Design Criteria. and Allowable Variances
Design No. U308
October 10, 2017
ER C1004DQl
CertaltiTeed - K124tl
Ell
Al 18; Pario 1
Wall Rating
This design was evaluated using a load design method other than the Limit
States I gn DesiMethod (jex ., Working Stress Design;Method). For
jurisdictions employing the Limit States Design Method, such as Canada, a
load restriction factor sha'Vi be used —.,See Guide OOV or BXUV7
I ndlicates such products Shall bear the UL or cUL Certification Mark for
jurisdictions employing the UL or Ii Cortif [cation (such as Canada),
respectively.
1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC, effectively cross -braced.
2, Gypsum Board* — 5/8 in. thick, with square or tapered edges, applied vertically or horizontally with vertical
joints centered over studs. Horizontal joints need not be backed by framing. Base [aver fastened to studs and
plates with 1-7/8 in. long 6d cement coated nails or 1-7/8 in. long Type S or W screws spaced 6 in, OC_ Face layer
fastened to studs and plates over base, layer with 2-21/4 in. long 68 cement coated nails or 271/4 in. long Type S or
W screws spaced 8 in. OC_ Face layer' joints offset rnin 12 in. from base layer joints. When used in widths other
tl-Tan 48 irl gypsum panels to be installed horizontally.
CGC INC —Type AR, C, IP-AR, IP-Xl, W-X2, IPC-AR, SCX, SHX, i USGX, WRr or WRX (Joint tape and compound, Item 3,
optional for use with Type USG)}.
UNITED STATES GYPSUM CO Types AR, C, FRX-G, IP-AR, IP-X1, IP-42, IPCrAP, SCX SHX, ULIX ULX, WRC, WRX, USGX
(Joint tape and compound, Item 3, optional for use with Type USGX)
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I'VINPOW FLANGE SECURED TO
WINDOW FLANGE SEC URED
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WOOD BUCK AS PER WINDOW
TO WOO . 0 SUCK AS PER
MANUFACTURES
RECOMMENDATIONS
WINDOW MANUFACTURES
WOOD FRAME q00
OR CMU WALL
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APPLY SILL PEEL & STICK FLASHING
OVER FLANGE VERIFY
INSTALLATION W/ SELECTED
MANUFACT.
APPLY VERTICAL PEEL
WINDOW FLANGESECURED TO
RECOMMeNDATIONS
&STICK FLASHING OVER
r7l"Itillill
WOOD BUCK AS PER WINDOW?
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FERIF
FLANGE VERIFY INSTALL. Vi
MANUFACTURES
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RECOMMEN DATIONS IBM
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RECOMMENDATIONS
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NOTE: STEP #1 STEP #2
CONTRACfOR TO FLASH A14D SEAL ALL WINDOW AND DOOR CiPV_NIN_GS, PER THE MANUFACTURER'S ROM.MENDATIONAND SHALL PROVIDE A COMPLETE WATER TIGHT SEAL.
FLASHING NOTES:
PROVIDE CORkOSION-RESISTIVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION Of WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL MEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND, SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING
THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASflING3 SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS.
1. AT TH, E TOP OF ALL EXTERIOR WINDOWS AND 220�ft0l`l IN SUCH A irl AS TO BE LEAIK-PROOF, EXCEPT THAT SELF -PLASHING WINDOWS HAVING CONTINUOUS LAP
OF NOT LESS THAN 1 1/8 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL
FLASHING, JAMB RA,$H(i MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
2. AT THE WTERSECTION OF CHtMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS,
31 UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SIll
4. CONTINUOUSLY ABOVE ALL, PROJECR4G WOOD TRIM.
S. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMSLY OF WOOD -FRAMED CONSTRUCTION.
6. AT WALL AND ROOF INITERSECTJONS:
iii li�llrp, 'JllllliI��, I J I I 1 1''111 11�1�l I
lillill 111 01
USG BORAL DRYWALL SfZ LILC — Types C, SCX USGX (Joint tape and compound, Item 3, optional for use with Type USGX)
USG MEXICO S A DE C V —Types AR, C, IP-AR, IP-X1, IP-,X2, IPC-AR, SCX, SHX, ULX,, U$GX, WRC or WRX (Joint tape and
compound, Item 3, optional for use with Type USGX).
2a. Gypsum Board* — As an Alternate to Item 2 — 5/8 in, thick applied either horizontally or vertically. Base
layer fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.
OC, with last screw 1 in. from edge of board. Face layer fastened to framing with 1-7/8 in. long Type W coarse
thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Face layer
joints offset min 12 in. from base layerjoints,When used in widths other than 48 in, gypsum board to be
installed horizontally,
AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, LightRoc
3. Joints — Exposed joints of gypsum boards covered with joint compound and paper tape. Joint compound and
paper tape maybe omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum
veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with
paper tape.
4. Batts and Blankete — Min 3 in. thick, mineral wool batts, friction fit between studs.
THERMARBER INC— Type SAFE, SAFE FF
RQCKWOOL --- Type 5AFEnSQUNP
5- Cementitious Backer li —1/2 or 5/8 in, thick, installed vertically or horizontally with verticaljoints
centered over studs. Fastened to studs and plates with corrosion resistant 2,1/4 in. long chamfered, ribbed wafer
head screws with a minimum head diameter of AOQ inch spaced 8 in. OC Joints offset min 12, in.. from base layer
joints.
UNITED STATES GYPSUM CO — Type DC8
6. Joints —Joints of cementitiovs backer units covered with glass fiber mesh tape and latex modified portland
cement mortar or basecciat, or Type_I organic adhesive,
7, Vapor Retarder, Water Barrier or Weather Resistive Barrier — (Optional, not shown) — As required.
Indicates such products shall bear the UL or cUL Certification Mark
for jurisdictions employing the UL or cUL Certification (such as
Canada), respectively.
Last Updated on 2017-10-10
The appearance of a company's name or product in this database does not in itself assure that products soidentified have been
manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and
covered under UL's Follow -Up Service. Always look for the Mark on the product.
CMU OPTION:
SEAL FROM FACE OF BLOCK WALL EDGE TO
FRAME EDGE OF WINDOW WITH DRYLOCK SEALANT
SIDE WALLS
MINIMUM 8"X8" 26 GA ANGLE FLASHING
OR STEP FLASHING, SEE NOTE ABOVE
ROOF DECK AT SIDE WALLS
TYPICAL WALL FLASHING DETAIL,
NOT TO SCALE
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