701 BEACH AVE - SIDING & MISC REPAIRS DWG'S.O
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DESIGN CRITERIA
CODE: 2017 FLORIDA BUILDING CODE (FBC)
WIND DESIGN CRITERIA PER FBC 2017,
SECTION 1609, & ASCE 7-10
BASIC WIND SPEED: 130 MPH (3 -SEC GUST)
RISK CATEGORY TYPE II BUILDING
MEAN ROOF HEIGHT: 35-0"
EXPOSURE CATEGORY: D
ENCLOSURE CLASSIFICATION: ENCLOSED
INTERNAL PRESSURE COEF: ±0.18
ROOF SLOPE: (6":12") TYP
EDGE STRIP = 7'-0" (C&C)
ASCE 7-10, COMPONENTS AND CLADDING
(FOR 10 SF OR LESS EFFECTIVE AREA)
WALL
INTERIOR ZONE: -34.5/+31.8 PSF
END ZONE: -53.4/+29.1 PSF
ROOF
INTERIOR ZONE: -31.8/+18.3 PSF
END ZONE: -53.4/+18.3 PSF
CORNER ZONE: -80.4/+18.3 PSF
ROOF DESIGN LIVE LOAD: 20 PSF
ALL DESIGN PER ASD METHOD
NOTE:
IF THE CONTRACTOR IS UNSURE ABOUT
INFORMATION, SEQUENCING OR DETAILS
RELATED TO WATERPROOFING, HE SHALL
NOTIFY THE ENGINEER.
GENERAL
1. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRU 'TURAL FEATURES, UNLESS
NOTED OTHERWISE.
2. THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMEN UNITS ETC. TO THE
STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THE ENGINEER'S REVIEW AND APPROVAL.
3. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE CONDITIONS PRIOR TC BEGINNING CONSTRUCTION.
4 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. DIMENSIONS, ETC. AND SHALL NOTIFY THE
ENGINEER OF ANY AND ALL DISCREPANCIES, ADDITIONAL INFORMATION, ETC. BEFORE BEGINNING THE
WORK.
SUCH, DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS TO M
5. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION 0 APNTAIN THE STRUCTURAL
EXISTING STRUCTURES.
INTEGRITY OF ALL EXISTING STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED. NGINEER.
OF
DEMOLITION.
6. THE CONTRACTOR SHALL PREPARE A WRITTEN DEMOLITION PLAN TO BE SUBMITTED TO THE E
THIS PLAN IS TO INDICATE, AS A MINIMUM, SEQUENCE OF DEMOLITION OPERATION, LOCATION N
PROPOSED TEMPORARY SHORING, SCAFFOLDING, BRACING, ETC. AND PROPOSED METHOD OF
7. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE PUBLIC AND ALL CONSTRUCTION
PERSONNEL AND MUST COMPLY WITH ALL APPLICABLE OSHA SAFETY REQUIREMENTS THROUGHOUT
THE DURATION OF THE WORK.
8. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTUR _ THEY DO NOT INDICATE THE
METHOD OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
SUCALL INCLUDE, BUT NOT BE
LIMIITED TO, RACING, SHORING FOR LOADS DUEROTECT THE STRUCTURE DURING CONSTRUCTT O DEMOLI ON AND ECONSTRUCT ON EQUIPMENT, ETC.
THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND
THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TC THE SITE INCLUDE
INSPECTION OF THESE ITEMS).
9 WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATER11�LS, SUCH STANDARDS SHALL
BE THE LATEST EDITION AND/OR ADDENDA.
10. ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE BUILDING CODE AND ALL
LOCAL ORDINANCES. THE OWNER SHALL ENGAGE AN EXPERIENCED, QUALIFIED INSPECTION AGENCY
SUBJECT TO THE REVIEW OF THE ENGINEER, TO PERFORM ALL INSPECTION WORK AS NEEDED.
11. THE DOCUMENTS PREPARED BY CSI PROVIDE INFORMATION FOR REPAIR OF THE BUILDING
STRUCTURE ONLY. CONDITIONS ASSOCIATED WITH GLAZING, MECHANICA 4, ELECTRICAL, AND PLUMBING
SYSTEMS SHALL BE OBSERVED BY THE CONTRACTOR AND ADDRESSED AS NECESSARY TO AS TO
MAINTAIN THEIR INTEGRITY DURING THE STRUCTURAL REPAIR WORK.
CONCRETE RESTORATION
SEE "CR" SHEETS FOR SPECIFIC INFORMATION ON CONCRETE RESTORATIQDN.
"CR" SHEETS WILL BE PROVIDED AS NEEDED DURING THE PROJECT.
FASTENERS
1. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO JHE EXTERIOR
ENVIRONMENT SHALL BE STAINLESS STEEL.
2. EPDXY ADHESIVE (IF NEEDED): SHALL BE EITHER SIMPSON STRONG -TIE "SET' OR USP CIA -GEL 7000
(DUAL CARTRIDGE).
3. ALL METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL IF EXPOSED TO THE EXTERIOR
ENVIRONMENT L
4. ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) EXPOSED TO THE E� I ERIOR ENVIRONMENTS
SHALL BE STAINLESS STEEL IN ACCORDANCE WITH ASTM 153 OR BETTER. 90 HOT -DIPPED
GALVANIZED IS ACCEPTABLE IF CONCEALED WITHIN THE BUILDING ENVELO E
A EXISTING BUILDING ELEVATION
S1 SCALE: NONE
FIELD VERIFY ALL EXISTING DIMENSIONS AND OFFICE
CONDITIONS PRIOR TO THE START OF WORK.
B NEW BUILDING ELEVATION REVIEWED FOR CODE COMPLU
S1 SCALE: NONE CITY OF ATLANTIC BEACH
SEE PERMITS FOR NAL
FIELD VERIFY ALL EXISTING DIMENSIONS AND REQUIREMENTS AND CONDITION
CONDITIONS PRIOR TO THE START OF WORK.
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STRUCTURAL
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FR S S
FL PE 4 '831'
7/.5,2018
WING SHEE-1
SI
WATERPROOFING DET IL
BALCONY AT BUILDING ALL
S2 SCALE: NONE
ING
111090TA
L
PPRO
BASE
SIDIN
CONTRACTOR SHALL SUPPLY NEW CODE
COMPLIANT, KYNAR COATED, SURFACE
MOUNT GUARDRAILS AT ALL BALCONIES
AND WALKWAYS. PROVIDE SHOP
DRAWINGS WITH SIGNED AND SEALED
CALCULATIONS. MOUNT GUARDRAILS SO
THEY DO NOT DISTURB THE NEW EDGE
FLASHING.
WATERPROOFING DETAIL - BALCONY EDGE
SCALE: NONE
NG
,ND
RATE
AND
)N)
NEW MIN 032 ALUMINUM DRIP
EDGE W/ FACTORY APPLIED
KYNAR FINISH. WET SET IN FULL
BED OF COMPATIBLE SEALANT.
CONTRACTOR TO FIELD VERIFY
SIZE & LENGTH.
COMPATIBLE SEALANT
NEW HARDIE SIDING AND TRIM
EXISTING FURRING
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SECTIONS AND
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JEFFR 1 S
FL PE # 68313
7/25/2018
DP.fAWING SHEET.
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WOOD TRAM
INSULATION
WHERE REO'D
METAL CAPPING
UNDERLAY TO PROVIDE
ISOLATION OF METAL
RISING TO FRAYING
WOOD FURRING STRIPS
MN. 1 1/4' OVERLAP
WATER RESISTIVE BARBER
EXTERCR SHEATHING
HadinFlank ® Lap Ydi g
n PARAPET - RAINSCREEN
SCALE: NONE
INTERIOR SHEATHING HmdW'Imk ® Lap Siding
WOW FRAMING I WATER RESISTIVE BARRIER
HardiePlank Lap Sidin- ENTERON SIEATIHING
INSULATION
NOTE: THESE DETAILS ARE INCLUDED AS MN°� KGb A WOOD RANSRON MINING
BEYOND
INFORMATION ONLY. REFER TO MANUFACTURER'S
+--MIN . 11/4- OVERLAP
LITERATURE FOR SPECIFIC DETAILS RELATED TO BOTTOM PLATE
ACTUAL CONDITIONS ON THIS PROJECT.
MOISTIWE BARRIER
STARTER STRIP
lY W. I' - Y' 4FMANC7E DEPENDING
ON SPECK HARDE ZONE
NSTAIL BUG SCREE!
CONCRETE SLAB
NECESSARY PATH / DDI/ SLAB
/
MASONRY FORTING
HARDSCAPE CLEARANCES, RAINSCREEN, DECKS,
n PORCHES, PATIOS WALKWAYS ROOFS ETC.
SCALE: NONE
HardePlmk M Lap Siding
INTERIOR SHEAIHNG-
WXID RAINSCREEN FURRING
INSULATION
WOW FRAMINGWERE REO'D -> I WATER RESISTIVE BARTER
NSUUIIpN WHERE EXTERIOR 4EAIHINC I
REg1NFD EXTERIOR SHEATHING�NIERIOR —THING
STARTER STRIP
I/A' GYP, W NOT CAULK
BLOCKING AS REO'D
FLASHING
TRIM AROUND OPENING
DOOR /WINDOW SPACE EEN AIR
JMM
MSMNG iAPF WOW RANSOR@I
WATER RERTIV BARRIER
ft" di.Ewu ant
n DOOR / WINDOW JAMB -RAINSCREEN
�J SCALE. NONE
FTXTURIE
PENETRATION
HWdkPlmk 91 Lap Siding
MN. 1 1/4' OVERLAP
WATER RESISTIVE BARRIER
DxIWOR SHEATHING
WORD FURRING STRIPS
iTMTER STRIP
4STALL BUG SUM AS
ECESSMY
N. 8' GRADE CIFMANCE
SIDE
n GRADE CLEARANCE - RAINSCREEN
�J SCALE: NONE
INTERIOR SHEATIIN
WOW FRAMING—
INSULATION
WHERE REO'D
Plank 4D Lap Siding
RESISTIVE BARRIER
OR SHEATHING
1/4' OVO4AP
'URRING STRIPS
n HORIZONTAL LAP VIEW - RAINSCREEN
�J SCALE. NONE
WOW FRAYING
INSULATION
WHERE REDO —
INTERIOR SHEATHII
WNDOW FRAME
FLASH WINDOW PER MANUFACTURER
REOO WENDAnON
IF TRW IS PROTRUDING
BEYOND WINDOW SILL It
MUST BE FLASHED
HmdieTri n dD B wds
LEAVE APPROPRIATE GAP
AND CAULK
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING
WOW FURRING STRIPS
WN. 1 1/4' OVERLAP
UNSCREENN AIR SPACE
W/ VERTICAL FINNING STRIPS
IadiAank ® Lap Siding
n WINDOW SILL - RAINSCREEN
SCALE. NONE
INTERIOR SHEAT
WOW FRAYING
INSULATION
WHERE REO'D —
WNDOW HEADER
HadkPlmk 4D LOP Siding
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING
WOW MIRING STRIPS
MIN. 1 1/4' OVERLAP
RAINSCREEN AIR SPACE W/
VERTICAL FUNNING STRIPS BEYOND
STARTER STRIP
1/4' GAP, DO NOT CAULK
Z41ASHING
iadbtrm d0 Boads
4STALL BUG SCREEN AS
IECESSARY
USP WNDOW PER MANUFACTURER
ECCYMENDATION
INDOW FRAME
n WINDOW DOOR HEAD - RAINSCREEN
SCALE: NONE
INS.ILATIDV
WHERE REO'D ----�
INTERIOR SHEATHING ---4
E— Hmdid link ® Lap Skling
WOW RNNSOR'EI FURRING
RAINSCREEN AIR SPACE
EXTERIOR SHEATHING
WATER RESSRV BARRIER
HmlieWrnp 'n, ERuW.t
- LEAVE APPROPRIATE GAP
AND CAULK
H-NeTri, ID Boade
L—HadiePlmk 4D Lap Skiing
LEAVE APPROPRIATE GAP
AND CAULK
n OUTSIDE CORNER - RAINSCREEN
LEAVE APPROPRIATE7A.
AND CAULK
HadieTm 9 Bands —
LEAVE APPROPRIATE GAP
AND CAULK
EXTERIOR 94EATH14G —
WATER RESISTIVE BARKER
HmdieWrop `a EguiPdent
INSULATION
WHERE NEOD
RAINSCREEN AIR SPACE —
WOW RAINSCREEN EURRNG
Hadidlmk ® Lap Sidig—
SCALE: NONE
WOW FRANK
4—INTERIOR SHEATHING
(-- WOW FRAYING
C-1INSIDE CORNER - RAINSCREEN
SCALE NONE
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ECESSMY
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INTERIOR SHEATIIN
WOW FRAMING—
INSULATION
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OR SHEATHING
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'URRING STRIPS
n HORIZONTAL LAP VIEW - RAINSCREEN
�J SCALE. NONE
WOW FRAYING
INSULATION
WHERE REDO —
INTERIOR SHEATHII
WNDOW FRAME
FLASH WINDOW PER MANUFACTURER
REOO WENDAnON
IF TRW IS PROTRUDING
BEYOND WINDOW SILL It
MUST BE FLASHED
HmdieTri n dD B wds
LEAVE APPROPRIATE GAP
AND CAULK
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING
WOW FURRING STRIPS
WN. 1 1/4' OVERLAP
UNSCREENN AIR SPACE
W/ VERTICAL FINNING STRIPS
IadiAank ® Lap Siding
n WINDOW SILL - RAINSCREEN
SCALE. NONE
INTERIOR SHEAT
WOW FRAYING
INSULATION
WHERE REO'D —
WNDOW HEADER
HadkPlmk 4D LOP Siding
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING
WOW MIRING STRIPS
MIN. 1 1/4' OVERLAP
RAINSCREEN AIR SPACE W/
VERTICAL FUNNING STRIPS BEYOND
STARTER STRIP
1/4' GAP, DO NOT CAULK
Z41ASHING
iadbtrm d0 Boads
4STALL BUG SCREEN AS
IECESSARY
USP WNDOW PER MANUFACTURER
ECCYMENDATION
INDOW FRAME
n WINDOW DOOR HEAD - RAINSCREEN
SCALE: NONE
INS.ILATIDV
WHERE REO'D ----�
INTERIOR SHEATHING ---4
E— Hmdid link ® Lap Skling
WOW RNNSOR'EI FURRING
RAINSCREEN AIR SPACE
EXTERIOR SHEATHING
WATER RESSRV BARRIER
HmlieWrnp 'n, ERuW.t
- LEAVE APPROPRIATE GAP
AND CAULK
H-NeTri, ID Boade
L—HadiePlmk 4D Lap Skiing
LEAVE APPROPRIATE GAP
AND CAULK
n OUTSIDE CORNER - RAINSCREEN
LEAVE APPROPRIATE7A.
AND CAULK
HadieTm 9 Bands —
LEAVE APPROPRIATE GAP
AND CAULK
EXTERIOR 94EATH14G —
WATER RESISTIVE BARKER
HmdieWrop `a EguiPdent
INSULATION
WHERE NEOD
RAINSCREEN AIR SPACE —
WOW RAINSCREEN EURRNG
Hadidlmk ® Lap Sidig—
SCALE: NONE
WOW FRANK
4—INTERIOR SHEATHING
(-- WOW FRAYING
C-1INSIDE CORNER - RAINSCREEN
SCALE NONE
OFFIGir_
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DETAILS
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JEFFREY B. SELLERS
FL PE k 613I3
7/25/2018
' DRAWING SHEET.
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