HomeMy WebLinkAboutBuilding PlansY
ABBREVIATIONS
AB ANCHOR BOLT
AFF ABOVE FINISHED FLOOR
ADJ ADJACENT
ARCH ARCHITECTURAL
BLDG BUILDING
BM BEAM
BOT BOTTOM
ERG BEARING
-
U CONTROLJOINT
CL CENTERLINE
CIVIL) CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
COND CONDITION
CONT CONTINUOUS
CONST CONSTRUCTION
CLG CEILING
DBL DOUBLE
CIA DIAMETER
DR DOOR
DWG DRAWING
EA EACH
EJ EXPANSIONJOINT
ELECT ELECTRICAL
FOR ENGINEER OF RECORD
EQUIP EQUIPMENT
FF FINISH FLOOR
FT FOOT / FEET
GA GAUGE
GC GENERAL CONTRACTOR
GYP GYPSUM
HGT HEIGHT
HORIZ HORIZONTAL
HB HOSE BIB
INSULATION INS IN N 0
KSI KIPS PER SQUARE INCH
"
II -
t
MAS MASONRY
MATL
MATERIAL
MAX
MAXIMUM
MECH
MECHANICAL
MIN
MINIMUM
NTS
NOT TO SCALE
O.C.
ON CENTER
OPT
OPTIONAL
OSB
ORIENTED STRAND BOARD
PLY
PLYWOOD
PSI
POUNDS PER SQUARE INCH
PSF
POUNDS PER SQUARE FOOT
PT
PRESSURE TREATED
REINF
REINFORCEMENT
READ
REQUIRED
RO
ROUGH OPENING
RTU
ROOFTOP UNIT
SCH
SCHEDULE
SHTHG
SHEATHING
SIM
SIMILAR
SMS
SHEET METAL SCREWS
SP
SOUTHERN YELLOW PINE
SPF
SPRUCE PINE FIR
STL
STEEL
STR
STRUCTURAL
SGD
SLIDING GLASS DOOR
SO,
SQUARE
T&G
TONGUE AND GROOVE
TOB
TOP OF BEARING
TYP
TYPICAL
LINO
UNLESS OTHERWISE NOTED
VERT
VERTICAL
W/
WITH
WIC
WALK IN CLOSET
WD
WOOD
WWF
WELDED WIRE FABRIC
W/o
WITHOUT
WOW
WINDOW
Sheet List
Page No
Sheet Name
Sheet Number
1
General Notes
SO.1
2
Floor Plan and Details
S1.1
SCOPE OF WORK
1. REPLACING EXISTING EXTERIOR DOOR AT ROOF OF BUILDING WITH NEW DOOR PER PRODUCT
APPROVAL FORM AND DETAILS.
2. INSTALL LIGHTWEIGHT CONCRETE PLATFORM.
3. INSTALL CONCRETE CURB PER PLAN.
GENERAL NOTES:
1. DESIGN CODE
A. TO THE BEST OFTHE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
DETERMINED BYTHE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF TH E FLORIDA STATUTES. THESE
I
DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.
b. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.
C. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.
2. DESIGN CRITERIA
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.
B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.
C. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE
FOLLOWING REFERENCED DOCUMENTS:
1. : NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND
PAPER ASSOCIATION(AFPA)
2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
3. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.
3. STRUCTURE SPECIFICATION
A. BUILDING OCCUPANCY CATEGORY: II
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION: R-3
D. WIND SPEED:
a. ULTIMATE (LRFD)= 161 MPH
b. ALLOWABLE (ASD) = 125 MPH
E. WIND EXPOSURE CATEGORY: D
F. ENCLOSURE CLASSIFICATION: ENCLOSED
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
H. WIND-BORNE DEBRIS AREA: YES
I. STRUCTURE HEIGHT: +/-92 FT
I.
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
4. PROJECT REQUIREMENTS:
A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.
B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
STATE, CITY AND COUNTY BUILDING ZONING ELECTRICAL, MECHANICAL, PLUMBING AND
CONSTRUCTION, INCLUDING ALLS ,
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.
D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
6
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES
E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.
F. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.
G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
GENERAL REQUIREMENTS THROUGHOUT.. "TYPICAL' DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONSTO ACCOMMODATE MINOR SIMILAR VARIATIONS,
H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
i
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THE ENGINEER OF RECORD IN ADVANCE.
III
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WOOD FRAMING COMPONENTS:
DEMOLITION NOTES - !
LUMBER
...
1. MATERIALS
1.
E T APPLICABLE ANSI-A10 STANDARDS
N HAL BED NE IN ACCORDANCE WITH A
PLAN NING AND EXECUTING OF DEMOLITION 5
A.
COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN
ALL WOOD AND WOOD CONSTRUCTION SHALL CO L H
2.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL L CCAL CODE AND ORDINANCES.
THE DESIGN CRITERIA:
3.
CONTRACTOR SHALL TAKE APPROPRIATE MEASUR MENT 5 IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE
B.
LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER
AREAS TO DEMOLISH.
ASSOCIATION RECOGNIZED BYTHE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
4.
CONTRACTOR SHALL TAKE MEASUREMENTSTO MWIMIZIE THE AMOUNT OF DUSTCREATED, THE POTENTIAL RELEASE OF MOLD INTO THE
C.
LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19%IN MOISTURE CONTENT AT THE TIME OF INSTALLATION
ATMOSPHERE, AND THE AMOUNT OF VIBRATION IRODU ED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF
AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S
NEARBY EQUIPMENT.
D.
ALL FRAMING MEMBERS SHALL BE SOUTHERN PINE 92 GRADE OR BETTER.
5.
ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, IGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT
2. EXECUTION
THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK.
A.
WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.
6.
PROTECT ALL EXISTING AREAS AND UTILITIES THATARE NOTTO BE DISTURBED.
B.
FASTENING NOTSPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OFTHE BUILDING CODE.
7.
VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK.
C.
INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL4INCHES WIDE SPACED AT 16" ON CENTER
8.
IN CASE OF ANY DISCREPANCIES BETWEEN PLANS NO EXISTING FIELD CONDITIONS. NOTIFY ENGINEER.
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
9.
ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOS D OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS
D.
ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE
NOT PERMITTED.
MATERIALS OR PRESSURE TREATED.
10.
REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMA AD WOOD FROM EXISTING STRUCTURE.
11.
DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO
ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED.
FASTENERS:
12.
ANY DAMAGE TO EXISTING FIRE RATED PARTITION i, SHAS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED
1. MATERIALS
A. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED
FIRE PROTECTION CODES.
OR STAINLESS STEEL.
B.
FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED
CONCRETE:
WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:
a. WOOD TREATED WITH DOT SODIUM BORATE- MINIMUM G90 ZINC COATING
1.
MATERIALS
!
b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING
A. ALL WORK SHALL BE MIXED, PLACED; AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.
C. FOR ALL OTHER TREATMENT- COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER
B. CONCRETE SHALL HAVE THE FOLLOWINGSPECIFICATIONSCUREN UNLESS NOTED OTHERWISE:
d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD
AREA STRENGTHPSI SLUMP AGGREGATE SIZE
2. EXECUTION
SLAB 2,000 PSI (28 DAYS) 4"-6" 3/4"-2"
A.
ALL CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE
C. GENERAL CONTRACTOR SHALL SUBMIT IX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO
CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN. "
CONNECTOR SCHEDULE
PLACING ANY CONCRETE.
D. MATERIAL FOR CONCRETE SHALL CONFO M TO THE FOLLOWING:
DOORS AND WINDOWS:
a. PORTLAND CEMENT-ASTM CIO
1. GENERAL.
b. AGGREGATES: COURSE AGGRE ATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33
A.
THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESSTHAN THE VALUES SHOWN IN THE SCHEDULE OR
E. WATER SHALL BE FREE OF CONTAMINAN S, CLEAN AND POTABLE.
PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (AGO) WIND PRESSURES.
2.
REINFORCING
B.
W SHALL MEET FBC SECTION 1029 AS APPLICABLE.
ALL EGRESS WINDOWS ,
SHALL NORM TO ASTM A615 GRADE 60.
E GRADE IDENTIFICATION MARKS AND SHA CONFORM
A. REINFORCING SHALL HAVE
C.
NOTATIONS
OPENING NOT 0 S
BOND REDUCING COATINGS.EXAMPLE:
B. REINFORCING SHALL BE FREE Of RUST, SCALE OR OTHERO
a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). 21068 = T-10" WIDE x U-8" TALL
C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS
b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO 3'-0" WIDE x T-0" TALL WINDOWS MULLED TOGETHER
INDICATED IN THE DRAWINGS !.
2. MATERIALS
a. CONCRETE CASTAGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"
A.
THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
b. CONCRETE EXPOSED TO EARTH OR WEATHER- 1.5"
APPROVAL (MIAMI NOA OR FBC APPROVAL).
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"
B.
THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED
D. MINIMUM LAP SPLICE (UNLESS NOTED 0 HERWISE)
WITH AN APPROVED IMPACT RESISTANT COVERING.
BAR SIZE MASONRY CONCRETE
C.
EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL
1500 PSI - 2000 PSI 3000 PSI 4000-5000 PSI
FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.
#4 24" 21" 27" 15"
D.
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET
#5 30" 26" 21" 19"
AAMA 714. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW
E. ACCURATELY PLACE AND SUPPORT REIN ORCIN WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.
BY ACI DETAILING MANUAL.
a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.
SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE
F. PLACE (1) ONE ACI STANDARD LAP SPUC BAR, OFTHE S N REINFORC
3. EXECUTION
BAR OF FOUNDATION CORNERS.
A.
PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.
G. ENGINEER ASSUMES NO RESPONSIBILTY OR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE
B.
FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.
USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
FODUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BETAKEN TO
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE
ISOLATE/CONTROL AND CRACKS THAT 4Y AFFECT ARCHITECTURAL FINISHES.
OPENING PER WINDOW/DOOR DETAILS
H. WELDED WIRE MESH, IF USED, SHALL BE N ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4 UNLESS NOTED
d. SEAL BUCKS WITH AN APPROVED (LASHING MATERIAL.
OTHERWISE ON DRAWINGS.
e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
a. INSTALL WELDED WIRE MESH 114 THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR
C.
APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
SUPPORTS AT SPACING NOT TC EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.
SPECIFICATION.
D.
THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
b. LAP ALL JOINTS IN WELDED WI E MESH 121NCHES.
I. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE.
-
3.
PLACEMENT AND FINISHING
A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8
INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE.
"
DOWELS, ETC. IMMEDIATELY PRIORY PLACEMENT OF CONCRETE OR DURING
B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, ) O
CONCRETE OPERATIONS.
C. PROTECT ALL CONCRETE FROM DAMAGEAFTER PLACEMENT.
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D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.
_
E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.
-
F. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY
REVOLUTIONS AT 8-12 RPM FOLLOWINGTHE ADDITION OF WATER ATTHE SITE.
G. CONCRETE SHALL NOT BE PLACED DURI G RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO
INITIALSET.
H. PLACEMENT SHALL BE CONTINUOUS UN' 11_ALL WORK IS COMPLETED.
I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.
J. THOROUGHLY WORK CONCRETE AROUN) REINFORCING BARS.
! _
K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.
L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.
M. AT SLABS GREATER THAN 20 FEET IN ANN DIRECTION
a. PROVIDE SAW CUT CONTROL) INTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING
-
b. SAWCUT JOINTS SHALL BE 1/3 rHED4PTHOFTHESLAB.
C. ANY SLAB EXCEEDING 20 FEET HALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE
DIRECTION.
N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.
O. SILL PLATE ANCHORS SHALL BE AS SPECIFIED INI SPECIFICATIONS.
P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.
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Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.
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Project Number:
1
15F026
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Florida Product Approval
Listiogs
Category - Subcategory
Approval Number
Manufacturer
Model Number
uilding Design Pressures
(+PSF/-PSF)
Product Design Pressures
(+PSF/-PSF)
Exterior Doors - Swing
FL 8394 R5
Curries Div. of AADG, Inc.
1707 Hollow Metal Door
+40/-95
+100 / -100
PRODUCT APPROVAL NOTE:
I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE
PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS.
HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS.
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General Notes
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REVIEWED FOR S ❑ . 1
CODE COMPLIANCE
ST. LUCIE,COUNTY
BOCC 1`' of
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RECEIVED
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Permitting Department
qt. FLICle County
Door Schedule
Mark Size and Type Hardware Design Pressure '('PSF Min.)
1 +/- 3062 Steel ADA Lever And Self Closing Hardware +40/-95
NOTE: DOOR SHALL HAVE A FIRE DOOR -RATING DE.901141(glJy_S MINIMUM. ,a^ wa' ,,.(
... ._
CONTRACTOR TO VERIFY FINAL DIMENSIONS OF DOOR PRIOR TO ORDERING
AND INSTALLING TO VERIFY PROPER CURB HEIGHAA A
I
EXIST. FILLED
CELL AT JAMB EXIST. BEAM
-4 _ A__ -
a a.<
' &
OPEN TO ---------------
BELOW 2X P.T. BUCK
------ W/1/4"x4" APC NS a
AT 10" O.C. M
a
EXIST. RAILING 6"
- j
SILL AT FLASHING CURB
s
a
+/- 6" LIGHTWEIGHT a BY DOOR CONTRACTOR
CONC. PLATFORM a
I as
#S BAR 18" LONG D&E
NEW CONC. CURB W/ 6" EMBED.
+/- 6" RAISED a
CONC. CURB 1 4"TO6" (CONTRACTOR TO VERIFY)
EXIST. CONC. S B SEALANT AT ALL
a JOINTS BEFORE STUCCO
a
' AND FLASHING
q
REMOVE EXIST. 2 - a
STEEL DOOR AND REPLACE S1.1
WITH NEW DOOR PER DETAIL
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n Landing Plan at Roof ! 2 New Door W/ Cur Detail
�J 1 /2" - 1' 0" 3/4'' = V-0�
51.1 51.1
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DOOR SILL
I UIJI IIIVV I VI\I\V VI JI.II LIVI
NOTES
a. INTERIOR FINISHES
b. COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
SEALANT AT MASONRY, THEN P.T. BUCK
C. SEALANT AT CMU TO BUCK
d. 1/4" MAX. NON -DEGRADABLE SHIM W/
BACKER ROD AT PERIMETER, TRIM SHIMS
'/4" FROM FACE
e. 1/4'p x 4" TAPCONS AT 10" O.C. MAX. THEN
INSTALL LIQUID WATERPROOFING OVER
FACE OF BUCK
f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
AT WINDOW, THEN SEAL
g. 3 HEAVY CONT. LINES OF SEALANT AT
THRESHOLD TO CONC., THEN 1/4"0 x 3"
TAPCONS AT 10" O.C. MAX. (SEE NOTE #1)
h. EXP.JOINT / SEALANT AT BUCK TO STUCCO
L LINTEL PER PLAN/SCHEDULE
j. FILLED CELL W/ #5 VERT.
1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.
2. LIQUID WATERPROOFING SHALL MEET FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.
3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.
Door Detail at CMU
1 1'-0"
Project Number:
19FO26
CA
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