HomeMy WebLinkAbout802 Pine Ave 18-702 (a) Rehab homeFEB -5 2018
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 Y ' '/ o
Documented Construction Value: $ , w C
Job Address: � � G,
�/•b1C'
U� ��,,ci � /Z__� 17/ Ristoric District: Yes
❑ No ❑
Parcel 1D: L S" f j -� - �1
'�IUU } UU s�l Residential ❑ Commercial
❑
Type of Work: New ❑
Addition ❑
Alteration,& Repair ❑ Demo ❑ Change of Use ❑
Move ❑
Description of Work:
Plan Review Contact Person: Gek £ �/ ,��J t-)") S Title: �--el IL'ilp
A � '
Phone: ~lL� �—�/—'� - �dc� Fax: Email: <0 X4, loaf )
Property Owner Information
p
Name �t� G' i)
Phone:
Q
Street: Resident of property? : N 0
' �5
City, State Zip: 0 V �cJ" 1 / / `3
Contractor Information
L , le/)lG^ .' 1. c )
Name f l� (1 r !� r oI Phony,:
Street: 9-/ Ca(� ✓«
�) f -i`r/
Fax:
City, State Zip: C` 4-,Z1,1,, /�t='( f ?
State License No.:
Architect/Engineer Information
Name:_i
Phone:
1<9 ^
Street: 2.5-2 L. u1 ST
t�
L2,�3
I+ax:
City, St, Zip: 6 V1 •G,1_Pe)
Ft✓ �• . ��.5'
E-mail:
I d- 111 c / �� �i�� 5�nr� //(::I -o !/Eto
Bonding Company., ,zi /x1
Address:
Mortgage Lender:
Address:
WARNING '1'O OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR I'ROPER'I'Y. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRSTINSPEC'T'ION. IF YOU INTENDTO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE: RECORDING YOUR NO'T'ICE OF /
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. L certify that no work or installation has
commenced prior to the issuance ora permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5)" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
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REMODEL TO 802 PINE AVE, SANFORD FL
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MA CT B
GENE SAL NOTES
1.
ALL [DEMOLITION WORK SHALL BE PERFORMED IN
DEMO PORTION OF WALK
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THAT WORK PROVIDED PY 5UI3CONTRACTORS.
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5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS.
CONCRETE WALK 3FEET WIDE
2.
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AME
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FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK.
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THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR
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PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN.
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INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL
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STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO
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COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM
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THE SURVEYS TO THE ACTUAL FIELD CONDITIONS.
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1,OEI"0 CONI RETE
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ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART
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6 I I SA
PACE,
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A.3. :'�+i 1. :.. l,w�LJ
AN UNDAMAGED CONDITION.
CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO
.r�,/':�. AIR. COt-4DI'lONER
�(��•I.��Af���.„7rINACF
,
BELIEVES THAT SUCH A 51TUATION EXISTS.
4.
REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR
� R 801,
WAIT
dl�RA_lt`l,
B. °,O A:Tri+. .°°°° 1"l"ME,',
SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF
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ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE
DDIOTES SET 5 R EIAR EA EC ELECTRIC
THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM
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`d'dI`Y (L..t�W P A-STIC
(,AP I JIL �[N
ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE
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REGULATIONS.
�7T,AfA��I�'EC:I civ€Ihl.:a L-s2�.�:J�}'a �` LINE
WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE
W001 UTILITY POLE
ALL ITEMS SCHEDULED TO BE 5ALVAGED FOR REUSE SHALL
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N0 I13 EN II FIC'A. AT 2 `'
E IC
;` 0-3 W
7
LST I
MA CT B
GENE SAL NOTES
1.
ALL [DEMOLITION WORK SHALL BE PERFORMED IN
DEMO PORTION OF WALK
THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E
AND INSTALL NEW 4" THICK 2500 PSI
SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH
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rx :alis . P
OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE
9,7
THAT WORK PROVIDED PY 5UI3CONTRACTORS.
EI00
5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS.
CONCRETE WALK 3FEET WIDE
2.
rQ
AME
C3
A „ 51;1d3:tIM'
;` 0-3 W
7
LST I
11 C 0 D E A N A L "�,513
APPLICABLE CODES:
FBC RESIDENTIAL 2011 6TH ED
F33C BUILDING 201-1 6TH ED
FBC PLUMPING 2011 r?TH ED
FPC MECHANICAL 2011 &TH ED
FISC FUEL GAS 201-1 &TH ED
NATIONAL ELECTRIC CODE 2011
FPC ENERGY CONSERVATION 2011 (oTH ED
F5C ACCESSIBILITY 201-1 6TH ED
FLORIDA FIRE PREVENTION CODE 5TH ED
PROJECT DATA
RISK CATEGORY II
EXPOSURE CATEGORY k3
R-3 OCCUPANCY
ONE STORY
CONSTRUCTION TYPE VB - UNPROTECTED UNSPRINKLED
WIND IMPORTANCE FACTOR 15 1
INTERNAL PRESSURE COEFFICIENT 15 0.18
DESIGN LOADS- SEE SHEET 5400 FOR COMPLETE LIST
ROOF LIVE LOAD 20 PSF
FLOOR LIVE LOAD 40 PSF (30 IN SLEEP AREAS
SOIL BEARING CAPACITY 1500 PSF
WIND V -ULT 139 MPH
WIND V -AS' D 108 MPH
5" I I O ! E I `Q E)
DETAIL NUMBER0 _
OR SECTION _
_ DETAIL NUMBER
_ SHEET NUMBER
_ SECTION NUMF3FR
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
DOOR NUMBER
AN �a
1
Scales: 1"=20'-01� '
TABL.F- OF CONTENTS/ INDEX TO E)RAWING5
MARK
A001 COVER SHEET, GENERAL NOTES, DEMO NOTES, INDEX
AI00 FLOOR PLAN
A101 WALL. SECTION MISC SPECS
AI02 STOOP ELEVATIONS, DETAILS, FOUNDATION PLAN, FRAMING PLAN
10,51:77
GENE SAL NOTES
1.
ALL [DEMOLITION WORK SHALL BE PERFORMED IN
DEMO PORTION OF WALK
THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E
AND INSTALL NEW 4" THICK 2500 PSI
SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH
RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING
OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE
THAT WORK PROVIDED PY 5UI3CONTRACTORS.
EI00
5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS.
CONCRETE WALK 3FEET WIDE
2.
COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER
I
ANY SURVEY PROVIDED WITH THESE DOCUMENTS 15 NOT PART OF
TO NEW FRONT DOOR LOCATION
FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK.
hqDIP-,
THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR
o� I W
PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN.
c-,
INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL
Oil
ASSURE CONTINUING FACILITY OPERATIONS.
i .
WALK
�Wq
AND ALL PREMISS AS FOUND. THE OWNER A55UME5 NO
v .>
RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR
':mm �+•,t,t ,,'j t9 `�f—'�
w
STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO
Z} t
COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM
UTILIT11=5. ALL ITEMS TO I3E TURNED OVER TO THE
A �Y
I tJO f<t �El
RR
IJ
THE SURVEYS TO THE ACTUAL FIELD CONDITIONS.
:yrs �'Ill`ia S >(vll' �E
I.�I`'l'UEFI .... $P
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I
PPA
—
PROTECTED DURING DEMOLITION AND REMOVAL AND
G3
ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART
1 ".y
C��
a
OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE
AN UNDAMAGED CONDITION.
CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO
BELIEVES THAT SUCH A 51TUATION EXISTS.
4.
REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR
SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF
G4
ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE
PUNPUNE AVENUE
THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM
CONTRACTOR MAY UNCOVER MUST PE REPORTED To THE
THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL
I f?90I*I I• �Iw k��ti f 1
ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE
_ ::....
REGULATIONS.
FOR CORRECTION OF ANY WORK AFTER START OF WORK
WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE
11 C 0 D E A N A L "�,513
APPLICABLE CODES:
FBC RESIDENTIAL 2011 6TH ED
F33C BUILDING 201-1 6TH ED
FBC PLUMPING 2011 r?TH ED
FPC MECHANICAL 2011 &TH ED
FISC FUEL GAS 201-1 &TH ED
NATIONAL ELECTRIC CODE 2011
FPC ENERGY CONSERVATION 2011 (oTH ED
F5C ACCESSIBILITY 201-1 6TH ED
FLORIDA FIRE PREVENTION CODE 5TH ED
PROJECT DATA
RISK CATEGORY II
EXPOSURE CATEGORY k3
R-3 OCCUPANCY
ONE STORY
CONSTRUCTION TYPE VB - UNPROTECTED UNSPRINKLED
WIND IMPORTANCE FACTOR 15 1
INTERNAL PRESSURE COEFFICIENT 15 0.18
DESIGN LOADS- SEE SHEET 5400 FOR COMPLETE LIST
ROOF LIVE LOAD 20 PSF
FLOOR LIVE LOAD 40 PSF (30 IN SLEEP AREAS
SOIL BEARING CAPACITY 1500 PSF
WIND V -ULT 139 MPH
WIND V -AS' D 108 MPH
5" I I O ! E I `Q E)
DETAIL NUMBER0 _
OR SECTION _
_ DETAIL NUMBER
_ SHEET NUMBER
_ SECTION NUMF3FR
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
DOOR NUMBER
AN �a
1
Scales: 1"=20'-01� '
TABL.F- OF CONTENTS/ INDEX TO E)RAWING5
MARK
A001 COVER SHEET, GENERAL NOTES, DEMO NOTES, INDEX
AI00 FLOOR PLAN
A101 WALL. SECTION MISC SPECS
AI02 STOOP ELEVATIONS, DETAILS, FOUNDATION PLAN, FRAMING PLAN
WITH MANUFACTURER'5 WRITTEN RECOMMENDATIONS. G1& THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED BELOW IN
10. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL
BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET
STRUCTURAL SUPPORTS AND 5RACING FOR THE ADJACENT SHALL RE VOID —
CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED Gil ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL
UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES
PLACE AND ABLE TO SUP ORT IMPOSED LOADS. SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING
JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK.
11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL
CONDUIT, WIRING PDXES, SWITCHES, ETC. PLUMBING AND G18 GC SHALL VERIFY ALL HIDDEN CONDITIONS AS THE DEMO.WORK.
PIPING, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, PROGRESSES AND SHALL 5HAR FULL RESPONSIBILITY FOR
PIPING ETC. AS REQUIRED. COORDINATING THE WORK AGAINST THOSE HIDDEN CONDITIONS
ALL INFORMATION CONTAINED WITHIN THE DRAWINGS IS SUBJECT TO CHANGES PRIOR TO ISSUE
OF ALL LEG=ALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARGHITEGT,
DEVELOPER / OI1RdER 5Pi=CIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION
OVER TH15 PROJECT AND SHALL 5ECURE'I ANY ALL PERMITS FROM ANY AND ALL AC-,ENCIES CLAIMING JURISDICTION.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIAT31-E DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED F5Y ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJ=cT.
THE ARCHITECT SHALL NOT BE RE5PON5I5LE OR LIABLE FOR ANY WORK PERFORMED BY UNLICENSED ENTITIES.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDIC'T'ION OVER THIS PROJECT.
OWNERS REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENT5 AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENT5
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT
ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PERMITS
IDErIO NOTES
GENE SAL NOTES
1.
ALL [DEMOLITION WORK SHALL BE PERFORMED IN
GI
THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E
PLUMBING PLAN, SPECS, DETAILS
SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH
RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING
OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE
THAT WORK PROVIDED PY 5UI3CONTRACTORS.
EI00
5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS.
2.
COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER
G2
ANY SURVEY PROVIDED WITH THESE DOCUMENTS 15 NOT PART OF
FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK.
hqDIP-,
THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR
o� I W
PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN.
INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL
ASSURE CONTINUING FACILITY OPERATIONS.
FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY
AND ALL PREMISS AS FOUND. THE OWNER A55UME5 NO
RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR
3,
SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE
STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO
PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR
COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM
UTILIT11=5. ALL ITEMS TO I3E TURNED OVER TO THE
THE SURVEYS TO THE ACTUAL FIELD CONDITIONS.
OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL 51
PROTECTED DURING DEMOLITION AND REMOVAL AND
G3
ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART
SHALL RE DELIVERED TO THE APPROPRIATE PARTY IN
OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE
AN UNDAMAGED CONDITION.
CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO
BELIEVES THAT SUCH A 51TUATION EXISTS.
4.
REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR
SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF
G4
ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE
THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM
CONTRACTOR MAY UNCOVER MUST PE REPORTED To THE
THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL
ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE
REGULATIONS.
FOR CORRECTION OF ANY WORK AFTER START OF WORK
WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE
5.
ALL ITEMS SCHEDULED TO BE 5ALVAGED FOR REUSE SHALL
ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF
BE REMOVED WITH CARE, STORED AND PROTECTED FROM
CORRECTING ANY FAULTY OR ERRONEOUS WORK.
DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN
THE NEW WORK. IT SHALL PE THE CONTRACTOR'S
GS
ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR
RE5PON5151LITY TO REPLACE AND/OR RESTORE ANY ITEMS
COLUMN CENTER LINES UNLESS OTHERWISE NOTED.
SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED
DURING THE COURSE OF CONTRACT OPERATIONS. THE
OWNER SHALL BE THE SOLE JUDGE OF 5UITA51LITY OF
G&
DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED
THESE SALVAGED ITEMS FOR REUSE IN THE WORK.
AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT.
O,
REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY
SCHEDULED, WILL BE AT THE SOLE DISCRETION OF THE
G-1
ALL CONSTRUCTION SHALL BE IN 5TRICT COMPLIANCE WITH ALL
OWNER IN NO CASE SHALL SALVAGED MATERIALS BE
APPLICABLE CODES AND STANDARDS.
INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM
REQUIREMENTS OF STATE AND LOCAL CODES AND
REGULATIONS.
G8
DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDi=WALKS, ETC
UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED.
-t.
It 15 NOT THE INTENT TO SHOW EVERY PIECE OR ITEM
TO BE REMOVED IN DEMOLITION WORK. MECHANICAL,
ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR
G9
WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE
AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL
INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION
BE PERFORMED WHETHER 50 NOTED OR NOT. WHERE
SYSTEMS
EXISTING WALL SUBSTRATES ARE TO 13E REMOVED, ALL
RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE,
G10
ALL WORK SHALL BE PERFORMED t0 THE HIGHEST INDUSTRY
P.O.S., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS,
STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE
ETC. SHALL PE PROTECTED AND WHERE REQUIRED, BE
INSTALLED PER MANUFACTURER5 WRITTEN INSTRUCTIONS.
REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW
ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL
WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL
TRADE PUBLICATIONS.
OR PLUMPING ITEM5 ARE RUN EXPOSED ON WALL SURFACE,
CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED
Gil
THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BA5f5.
TO CONCEAL THE ITEMS.
S.
DEMOLITION PLANS SHALL BE COORDINATED WITH
G12
PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION
DRAWINGS FOR NEW CONSTRUCTION 50 THAT THE EXACT
OF ACCESSORIES.
BOUNDARIES OF SPECIFIC DEMOLITION MAY BE
DETERMINED.
G13
INTERIOR FINISH MATERIALS SHALL CONFORM To THE LOCAL
9.
PATCH/REPAIR/REFINISH ALL SURFACES EXPOSED BY
PUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD
DEMOLITION WORK TO MATCH AND ALIGN WITH EXISTING
CLASSIFICATIONS,
ADJACENT SURFACES SCHEDULED TO REMAIN, AND
G14
NO A5BE5T05 MATERIALS SHALL BE ALLOWED ON IN THE WORK
WCR<
PREPARED TORECEIVE NEW FINISHES 5PEGIFTEDW
SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL
SURFACES REQUIRED TO RENDER 5Uf35TRATE5 ACCEPTABLE
G15
NO STAPLES SHALL BE UTILIZED IN FASTENING ANY FRAMING
TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE
OR SHEATHING MEMBER.
WITH MANUFACTURER'5 WRITTEN RECOMMENDATIONS. G1& THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED BELOW IN
10. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL
BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET
STRUCTURAL SUPPORTS AND 5RACING FOR THE ADJACENT SHALL RE VOID —
CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED Gil ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL
UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES
PLACE AND ABLE TO SUP ORT IMPOSED LOADS. SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING
JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK.
11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL
CONDUIT, WIRING PDXES, SWITCHES, ETC. PLUMBING AND G18 GC SHALL VERIFY ALL HIDDEN CONDITIONS AS THE DEMO.WORK.
PIPING, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, PROGRESSES AND SHALL 5HAR FULL RESPONSIBILITY FOR
PIPING ETC. AS REQUIRED. COORDINATING THE WORK AGAINST THOSE HIDDEN CONDITIONS
ALL INFORMATION CONTAINED WITHIN THE DRAWINGS IS SUBJECT TO CHANGES PRIOR TO ISSUE
OF ALL LEG=ALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARGHITEGT,
DEVELOPER / OI1RdER 5Pi=CIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION
OVER TH15 PROJECT AND SHALL 5ECURE'I ANY ALL PERMITS FROM ANY AND ALL AC-,ENCIES CLAIMING JURISDICTION.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIAT31-E DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED F5Y ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJ=cT.
THE ARCHITECT SHALL NOT BE RE5PON5I5LE OR LIABLE FOR ANY WORK PERFORMED BY UNLICENSED ENTITIES.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDIC'T'ION OVER THIS PROJECT.
OWNERS REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENT5 AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENT5
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT
ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PERMITS
THE ARCHITECT 5HAL1- HAVE NO RESPONSIBILITY, OR LIABILITY WITH RESPECT THE DESIGN, CONSTRUCTION, OR ERECTION, OF ANY
PRE-ENGINNEREINEG METAL BUILDING, CANOPY, OR SHED STRUCTURE AND ITS ASSOCIATED FOUNDATION(S). THE ENGINEER
SIGNING AND SEALING ANY SUCH DRAWINGS FOR SUCH BUIL DINGS OR STRUCTURES (DETACHED OR ATTACHED) A550CIATED WITH
TH15 PROJECT SHALL ACCEPT ALL RESPONSIBILITY AS DEEMED APPROPRIATE BY THE I ICPN51NG 30ARD OF ENGINEERS FOR
THE STATE OF FLORIDA. THE GENERAL CONTRACTOR 5HAL L SUBMIT PE SIGNED AND 5EALE1:) SITE SPECIFIC DRAWINGS SHOWING
THE ACTUAL LENGTH, WIDTH, DEPTH, 4 HEIGHT OF SUCH STRUCTURES INCLUDING LOCATION AND SIZES OF ,ALL OPENING, COLUMNS,
ETC PRIOR To START OF SUCH 6TRUCTURE5 OR FOUNDATIONS. 5UGH DRAWINGS SHALL INCLUDE ALL A550CIATED FLORIDA
PRODUCT APPROVAL OR NOTICE OF ACCEPTANCE FOR ITEMS REQUIRING SAME.
THE GENERAL CONTRACTOR SHALL ATTACH THE FLORIDA PRODUCT APPROVAL CERTIFICATE, NOTICE OF ACCEPTANCE, OR THE
REVISION NUMBER REQUIRED BUILDING DEPT FORM INDICATING THE NOA/FPA NUM5ER5 TO THE FACE OF TH15 DOCUMENT PRIOR TO SUBMITTAL TO THE
BLDG FOR ALL DOORS, WINDOWS, AND OTHER SUCH ITEMS REQUIRED TO HAVE A NOA/FPA SY CODE. GC SHALL ALSO TRANSMIT
SAME TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO START OF ANY CONSTRUCTION. i
THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED IN THE
INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL GOVERNMENT
AGENCIES HAVING JURISDICTION OTHERWISE THIS SET SHALL BE VOID
5 x IN
ALT ALTERNATE/ALTERNATIVE
ACI AMERICAN CONCRETE INSTITUTE
A15C AMERICAN INSTITUTE OF STEEL CON5TRUCTION
A151 AMERICAN IRON AND STEEL IN5TITUTE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AT ALL THREAD (BOLT)
AWS AMERICAN WELDING SOCIETY
A5 ANCHOR E30LTS
ARCH ARCHITECTURE/ARCHITECTURAL
PP E345E PLATE/BEARING PLATE
G BEAMING
CLK CLOCK
13/W BETWEEN
TTOM OF
BLDG GUILD INCE
BTJ BOLTED TIE JOIST
CANT CANTILEVER
CL CENTERLINE
CLR CLEAR/CLEARANCE
COL COLUMN
CONC CONCRETE
CP CONCRETE BEAM
CC CONCRETE COLUMN
CMU CONCRETE MASONRY UNIT
CONT CONTINUOUS
CONNX CONNECTION
CONST CONSTRUCTION
C5 J CONSTRUCTION JOINT
C J CONTRACTION JOINT / CONTROL JOINT
DET DETAIL
DEPT DEPARTMENT
DI=T DRY FILM THICKNESS
DIA DIAMETER
DIM D IMEN510N
DIST D 1 STANCE
DN DOWN
DR DRAIN
PWG DRAWING
EA EACH OR EXPANSION ANCHOR
EE EACH END
EF EACH FACE
EW EACH WAY
EL ELEVATION
EMP EMBEDMENT
ENGR ENGINEER
ES EACH SIDE
EXIST EXISTING
EXT EXTERIOR
F V FIELD VERIFY
F F FINISHED FLOOR
FLR FLOOR
F D FLOOR DRAIN
FTG FOOTING
GA GAGE/GAUGE
GALV GALVANIz1=D
G C GENERAL CONTRACTOR
GLU—LAM GLUE LAMINATED
G.N. GENERAL NOTES
H.A.S. HEADED ANCHOR STUDS I
>
HT HE IGHT >
HORIZ R Z HO I ONTA
J7 JORIOR
JST J015T
LGTH LENGTH
LLH LONG LEG HORIZONTAL
1 LV LONG LEG VERTICAL —
MANUF MANUFACTURE /MANUFACTURER
M B MASONRY BEAM
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MIN MINIMUM
M15C MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
I C NOT IN CONTRACT RECORD COPY
OM NOMINAL
N T 5 NOT TO SCALE
N W T NORMAL WEIGH TOPPING
O G ON CENTER
OPNG OPENING
OFF OPPOSITE
PL PLATE
PLY PLYWOOD
P5 F POUNDS PER SQUARE FOOT
P 5 1 POUNDS PER 5QUARE INCH
P C PRECAST CONCRETE
PRE—ENG PRE—ENGINEERED
PREFAB PREFABRICATED REVIEWED POR CODE COMPLIANCE
PROJ PROJECTION
PT PRESSURE TREATED
PW PANEL WIDTH PLANS EXAMINER
REE REFERENCE q l(l '/
RE INF REINFORCING DATE
R C P REINFORCED CONCRETE PIPE
READ REQUIRED
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R D ROOF DRAIN
SCHED SCHEDULE
SIM SIMILAR
SPG SPACE/SPACES S/�►NFpRD QUILDIN�pIV1510N
SPECS SPECIFICATIONS
SQ SQUARE SHALL BE CONSTRUED TO BEA
5 A STUD ANCHOR -,F rO PRO('FFr) WITH THE WORK AND NOT AS
S S STAINLESS STEEL 'PIN rO v£(:)I}\TE, CANCEL, ALTER OR SET
STD I
y OF THE STANDARD ')R HALL ISSUANCE OF A PERMIT PREVENT
5TL STEEL "JILDINO 04I0i%t. FROM THEREAFTER
STRUG STRUCTURAL IG A CORRECTION OF ERRORS IN PLANS,
SYM SYMMETRICAL CONSTRUCTION OR VIOLATIONS OF THIS CODE
SF STEPPED FOOTING
THK THICK
TND THREAD/THREADED
T C TIE BEAM
T 4 B TOP AND BOTTOM
T 4 G TONGUE AND GROOVE
T.O.G. TOP OF CONCRETE
T.O.PL, TOP OF PLATE
T.O.S. TOP OF STEEL
TYP TYPICAL
T5 TUBE STEEL � � � � 7 0 2
UNO UNLE55 NOTED OTHERWISE CANI'F--
VOL
USO UNLESS SHOWN OTHERWISE
VERT VERTICAL VOLUME
VIF VERIFY IN FIELD PRIOR TO CONSTRUCTIONVWO VERIFY WITH OWNER - OR GC
W F WALL FOOTING
WP WATERPROOF
W W F WELDED WIRE FAE3RIC
W H WEEP HOLE
WT WEIGHT
W F WIDE FLANGE
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W / O WITHOUT
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W P WORKING POINT
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HVAC PLAN, SPECS, DETAILS
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THE ARCHITECT 5HAL1- HAVE NO RESPONSIBILITY, OR LIABILITY WITH RESPECT THE DESIGN, CONSTRUCTION, OR ERECTION, OF ANY
PRE-ENGINNEREINEG METAL BUILDING, CANOPY, OR SHED STRUCTURE AND ITS ASSOCIATED FOUNDATION(S). THE ENGINEER
SIGNING AND SEALING ANY SUCH DRAWINGS FOR SUCH BUIL DINGS OR STRUCTURES (DETACHED OR ATTACHED) A550CIATED WITH
TH15 PROJECT SHALL ACCEPT ALL RESPONSIBILITY AS DEEMED APPROPRIATE BY THE I ICPN51NG 30ARD OF ENGINEERS FOR
THE STATE OF FLORIDA. THE GENERAL CONTRACTOR 5HAL L SUBMIT PE SIGNED AND 5EALE1:) SITE SPECIFIC DRAWINGS SHOWING
THE ACTUAL LENGTH, WIDTH, DEPTH, 4 HEIGHT OF SUCH STRUCTURES INCLUDING LOCATION AND SIZES OF ,ALL OPENING, COLUMNS,
ETC PRIOR To START OF SUCH 6TRUCTURE5 OR FOUNDATIONS. 5UGH DRAWINGS SHALL INCLUDE ALL A550CIATED FLORIDA
PRODUCT APPROVAL OR NOTICE OF ACCEPTANCE FOR ITEMS REQUIRING SAME.
THE GENERAL CONTRACTOR SHALL ATTACH THE FLORIDA PRODUCT APPROVAL CERTIFICATE, NOTICE OF ACCEPTANCE, OR THE
REVISION NUMBER REQUIRED BUILDING DEPT FORM INDICATING THE NOA/FPA NUM5ER5 TO THE FACE OF TH15 DOCUMENT PRIOR TO SUBMITTAL TO THE
BLDG FOR ALL DOORS, WINDOWS, AND OTHER SUCH ITEMS REQUIRED TO HAVE A NOA/FPA SY CODE. GC SHALL ALSO TRANSMIT
SAME TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO START OF ANY CONSTRUCTION. i
THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED IN THE
INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL GOVERNMENT
AGENCIES HAVING JURISDICTION OTHERWISE THIS SET SHALL BE VOID
5 x IN
ALT ALTERNATE/ALTERNATIVE
ACI AMERICAN CONCRETE INSTITUTE
A15C AMERICAN INSTITUTE OF STEEL CON5TRUCTION
A151 AMERICAN IRON AND STEEL IN5TITUTE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AT ALL THREAD (BOLT)
AWS AMERICAN WELDING SOCIETY
A5 ANCHOR E30LTS
ARCH ARCHITECTURE/ARCHITECTURAL
PP E345E PLATE/BEARING PLATE
G BEAMING
CLK CLOCK
13/W BETWEEN
TTOM OF
BLDG GUILD INCE
BTJ BOLTED TIE JOIST
CANT CANTILEVER
CL CENTERLINE
CLR CLEAR/CLEARANCE
COL COLUMN
CONC CONCRETE
CP CONCRETE BEAM
CC CONCRETE COLUMN
CMU CONCRETE MASONRY UNIT
CONT CONTINUOUS
CONNX CONNECTION
CONST CONSTRUCTION
C5 J CONSTRUCTION JOINT
C J CONTRACTION JOINT / CONTROL JOINT
DET DETAIL
DEPT DEPARTMENT
DI=T DRY FILM THICKNESS
DIA DIAMETER
DIM D IMEN510N
DIST D 1 STANCE
DN DOWN
DR DRAIN
PWG DRAWING
EA EACH OR EXPANSION ANCHOR
EE EACH END
EF EACH FACE
EW EACH WAY
EL ELEVATION
EMP EMBEDMENT
ENGR ENGINEER
ES EACH SIDE
EXIST EXISTING
EXT EXTERIOR
F V FIELD VERIFY
F F FINISHED FLOOR
FLR FLOOR
F D FLOOR DRAIN
FTG FOOTING
GA GAGE/GAUGE
GALV GALVANIz1=D
G C GENERAL CONTRACTOR
GLU—LAM GLUE LAMINATED
G.N. GENERAL NOTES
H.A.S. HEADED ANCHOR STUDS I
>
HT HE IGHT >
HORIZ R Z HO I ONTA
J7 JORIOR
JST J015T
LGTH LENGTH
LLH LONG LEG HORIZONTAL
1 LV LONG LEG VERTICAL —
MANUF MANUFACTURE /MANUFACTURER
M B MASONRY BEAM
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MIN MINIMUM
M15C MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
I C NOT IN CONTRACT RECORD COPY
OM NOMINAL
N T 5 NOT TO SCALE
N W T NORMAL WEIGH TOPPING
O G ON CENTER
OPNG OPENING
OFF OPPOSITE
PL PLATE
PLY PLYWOOD
P5 F POUNDS PER SQUARE FOOT
P 5 1 POUNDS PER 5QUARE INCH
P C PRECAST CONCRETE
PRE—ENG PRE—ENGINEERED
PREFAB PREFABRICATED REVIEWED POR CODE COMPLIANCE
PROJ PROJECTION
PT PRESSURE TREATED
PW PANEL WIDTH PLANS EXAMINER
REE REFERENCE q l(l '/
RE INF REINFORCING DATE
R C P REINFORCED CONCRETE PIPE
READ REQUIRED
R W RETAINING WALL
R D ROOF DRAIN
SCHED SCHEDULE
SIM SIMILAR
SPG SPACE/SPACES S/�►NFpRD QUILDIN�pIV1510N
SPECS SPECIFICATIONS
SQ SQUARE SHALL BE CONSTRUED TO BEA
5 A STUD ANCHOR -,F rO PRO('FFr) WITH THE WORK AND NOT AS
S S STAINLESS STEEL 'PIN rO v£(:)I}\TE, CANCEL, ALTER OR SET
STD I
y OF THE STANDARD ')R HALL ISSUANCE OF A PERMIT PREVENT
5TL STEEL "JILDINO 04I0i%t. FROM THEREAFTER
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SYM SYMMETRICAL CONSTRUCTION OR VIOLATIONS OF THIS CODE
SF STEPPED FOOTING
THK THICK
TND THREAD/THREADED
T C TIE BEAM
T 4 B TOP AND BOTTOM
T 4 G TONGUE AND GROOVE
T.O.G. TOP OF CONCRETE
T.O.PL, TOP OF PLATE
T.O.S. TOP OF STEEL
TYP TYPICAL
T5 TUBE STEEL � � � � 7 0 2
UNO UNLE55 NOTED OTHERWISE CANI'F--
VOL
USO UNLESS SHOWN OTHERWISE
VERT VERTICAL VOLUME
VIF VERIFY IN FIELD PRIOR TO CONSTRUCTIONVWO VERIFY WITH OWNER - OR GC
W F WALL FOOTING
WP WATERPROOF
W W F WELDED WIRE FAE3RIC
W H WEEP HOLE
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THESE DRAIIINGS A" COPY-
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MANAGEMENT, LLC, 2017
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
NHICH THEY HERE PREPARED.
REPRODUCTIONS, CHANGES, OR
ASSIGNMENTS ARE STRICTLY
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THESE ORAAINGS ARB COPY-
RICHTED DY EDESIGN
M&NAGEMENT, LLC, 2017
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE US$ OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
WHICH THEY ITERS PREPARED,
REPROBUCTIONS, CHANGES, OR
ASSIGNMENTS ARE STRICTLY
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MSK CATEGORY 11
ULTIMATE WIND SPEED IS 139 MPH
?A1=ETI' GLAZINGREQUIREMENTSBASIC WIND SPEED fS isD8 MPH
WIND IMPORTANCE FACTOR IS 1
THE GENERAL CONTRACTOR SHALL ENSURE AND BE RESPONSIPLE FOR
COMPLIANCE WITH ALL SAFETY GLAZING REQUIREMENTS OF ALL CODES, EXPOSURE CATEGORY B
R30a.4 HAZARDOUS LOCATIONS. THE INTERNAL PRESSURE COEFFICIENT IS 0.18 (ENCLOSED
THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH 8308.4.1 SHALL BE
CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING.
R30a.4.1 GLAZING IN DOORS. THIS BUILDING HAS BEEN DESIGNED TO MEET
GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD OR EXCEED THE REQUIREMENTS OF SECTION 1609
DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. OF THE 2011 6TH EDITION OF THE FLA BUILDING CODE - B
AND A5CE 1-10 AT 139 MPH 3 5EC GUST WIND SPEED.
EXCEPTIONS:
I. GLAZED OPENINGS OF A 51ZE THROUGH WHICH A 3 -INCH -DIAMETER (1(o MM)
SPHERE IS UNABLE TO PASS,
2, DECORATIVE GLAZING. Ai_!- IN r-r-3mi yr imia
DOCUMENT, MISC ITEMS SHOWN IN CONFLICT TO CODE 4
R30a.4.2 GLAZING ADJACENT DOORS. MISC ITEM NOT SHOWN SHALL BE BUILT TO CODE. BY
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR STARTING AND WORKING ON THI5 PROJECT CONTRACTOR
WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24 -INCH (610 MM) OR OWIJNER E3UILDER SPECIFICALLY ACKNOWLEDGE THAT
ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THEY HAVE READ AND UNDERSTAND ALL CODES AND
THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524 MM) SHALL CONSTRUCT THE PROJECT TO CODE.
AE30VE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.
8404.1 LIGHTING EQUIPMENT (MANDATORY).
EXCEPTIONS: A MINIMUM OF 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 15
I. DECORATIVE GLAZING. PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
CONTAIN ONLY HIGH EFFICACY LAMPS.
2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER E3ETWEEN
THE DOOR AND THE GLAZING. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED t0 UTILIZE
HIGH -EFFICIENCY LAMPS.
3. GLAZING IN WALL$ ON THE LATCH 51DE OF AND PERPENDICULAR TO THE PLANE
OF THE DOOR IN A CLOSED POSITION.
4. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET
0914 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH
SECTION R30a.4.3. °t
5. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS.
R30a.4.3 GLAZING IN WINDOWS.
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE
FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION:
1. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN'5 SQUARE FEET
(0.53(0 M2 )±
/-GD
PLAN KEPI' NOTES
1. METAL THOLD REQUIRED
2. NEW CONCRETE STOOP AND STEPS WITH NEW FOOTING SEE STRUCTURAL
3, MEANS OF EGRE65,
4. NA
5. NA
6, NA
1. 4'X4' CONC PAD VERIFY WITH HVAC SUB EXACT SIZE
a. NU
9. SLOPE 61-AI3 MIN 1/4" PER FOOT
10. NU
11. FINAL CA13INF-T AND COUNTERTOP DESIGN E3Y OTHERS
12, NA
13. NA
14. UNFRAMED MIRROR TO MATCH VANITY WIDTH. FINAL SELE=CTION 5Y 15UILDER
15. CERAMIC TILE TUB / SHOUTER SURROUND TO V-0"
16. VINYL FACED CEMENT E30ARD AT TUE3 4 SHOWER SURROUND
11. NOT USED
IS. NA
19. PROVIDE 240 MIL PVC LINER TO 6" AFF AT SHOUTER
20, WATER HEATER WITH PVC PAN
21. NA
22. NU
23. NU
24. NU
25. WOOD RETURN AIR PLATFORM. VERIFY MIN 51ZE 4 HEIGHT WITH HVAC 6U13
26. NA
21, NA
2a. 311/7" MIN STEP AT DOOR
29, NA
30. WATER HEATER
31. AIR HANDLING UNIT
32. CONDENSING UNIT ON CONCRETE 5LAB, SEE DETAIL FOR HOLD DOWN
33. 42" HIGH X 12" WIDE HIGH COUNTER, PROVIDE PARTIAL HEIGHT 2X4 WALL BELOW
34, 311/7" FG SOUND/ R-13 MIN THERMAL BATT INSULATION IN WALL
35. 16" X 24" DRYER VENT RECF-55 AND METAL SHROUD
36. NA
31. NA
RAIL SHALL BE CAPABLE OF UIITHSTANDINCr A HORIZO TALL O-��
PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 139 MPH 139 MPH 139 MPH 139 MPH 139 MPH
0 TO 999 5F 9.99 TO 19.99 SF 20 TO 49.99 SF 50 TO 99.996F 100 6F TO 500 6P
11/2 INCHES (3a MM) IN CROSS SECTIONAL HEIGHT. ZONE 5 ZONE 5 ZONE 5 ZONE 5 ZONE 5 24EH (L
size SPI I olze 6F elza SF r6lze SPI olza 6PI 139 MFIH
353 . 33.1 ' 31.6 _300 - 26.3 9.99 TO 19.99 SF
3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED 41a 440 398 36.7 293 1ZONE 4
36X582
( 620 MM) R MORE
PANELS WHEN THE E30TTOh'I EDGE OF THE GLASS 15 25 FEET 1 O
AE30VE GRADE, A ROOF, WALKING SUF'.FACES OR OTHER HORIZONTAL 3i4W.U{THIN 45
2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (4571 MM) ABOVE THE
DEGREES (0,19 RAD) OF HORIZONTAL1ia SURFACE ADJACENT TO THE GLASS
EXTERIOR.
8305.4.4 GLAZING IN GUARDS AND RAILINGS.
FV= FULL VISION. FR= FRENCH 10 OR a LITE. (oP= 6 PANEL COLONIAL
GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND
FLOOR+
NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A
la w
WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION.
LAYERS/ITEMS.
R305.4.5 GLAZING AND WET 5URFACE6.
HM = HOLLOW METAL
GLAZING IN WALL5, ENCL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS,
33.1
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 6HOWER5 AND INDOOR OR
VERIFY SUBSNEATNING
'
23 361
SEE DEMO PLAN SHEET DIOO.
OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15
ALL IN DOORS ARE TO BE PREHUNG IN WOOD FRAME UNO
3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (914 MM) ABDVE THE
VERIFY VAPOR BARRIER BEHIND EXISTING TI -11
WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL
ALL GLAZING IN EXT DOORS SHALL BE INSULATED AND TEETERED
INSTALL NEW TYVEK VB UP BEHIND EXISTING VB AND TAPE
FLOOR± AND
EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES 0524 MM), MEASURED AND IN
A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA,
ALL DOORS ARE 6'-a" HIGH UNO
WHIRLPOOL, OR SWIMMING POOL.
NEATLY 501 CUT EXISTING SHEATHING
CAULK JOINT
R30a.4.6 GLAZING ADJACENT STAIRS AND RAMPS.
DOOR SIZES GIVEN IN FEET AND INCHES
4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES ON4 MM), MEASURED
INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF
286a MEANS 2'-a" X 6'-8"
NEW MIN 15/32 TI -11 OVER I LAYER TYVEK
HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.
CONSIDERED A HAZARDOUS LOCATION.
(MATCH GROVES ABOVE)
EXCEPTIONS:
WINDOW SIZES ARE COMMODITY SIZED UNO (M -MODULAR)
1. WHEN A RAIL 15 INSTALLED ON THE ACCE5815LE SIDE(S) OF THE GLAZING 34 TO
35 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE
3" HIGH MIN DOUBLE 26 FLASHING. BOTTOM OF
CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT
PLYWOOD SHALL NOT BE EXPOSED
(130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11/2 INCHES (3a
ALL WINDOWS ARE OPERABLE SINGLE HUNG 2 PANE INSULATED UNO
MM) IN CROSS SECTIONAL HEIGHT.
EXCEPTIONS:
2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE
WALKING SURFACE.
ALL EXTERIOR VISION DOORS SHALL MEET ENERGY CODE MIN R VALUE
1. DECORATIVE GLAZING,
139 MPH
0 TO 9.99 sF
139 MPH 139 MPH
9.99 TO 19.99 6F 20 TO 49.99 6F
139 MPH
50 TO 99.99 5F
139 MPH
100 6F TO 500 6P
VERIFY ALL FLOOR FINISHES 4 EXTENTS PRIOR TO START OF WORK
2, WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCE5515LE 51DE(5) OF THE
ZONE 4
ows sr-
35.3
ZONE 4
033,P1
ZONE 4
eiza 3F
316
ZONE 4
olza 81
30m
ZONE 4
olza Sp
26.3GLAZING
VE=RIFY ALL SHELVING CONFIGURATION PRIOR TO START OF WORK
34 TO 3a INCHES (064 TO 965 MM) ABOVE THE WALKING SURFACE. THE
38a
34b
- 330
-293
VERIFY ALL WINDOW RO DIMENSIONS 4 SIZE=S
NOAD F 50 POUNDS
RAIL SHALL BE CAPABLE OF UIITHSTANDINCr A HORIZO TALL O-��
PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 139 MPH 139 MPH 139 MPH 139 MPH 139 MPH
0 TO 999 5F 9.99 TO 19.99 SF 20 TO 49.99 SF 50 TO 99.996F 100 6F TO 500 6P
11/2 INCHES (3a MM) IN CROSS SECTIONAL HEIGHT. ZONE 5 ZONE 5 ZONE 5 ZONE 5 ZONE 5 24EH (L
size SPI I olze 6F elza SF r6lze SPI olza 6PI 139 MFIH
353 . 33.1 ' 31.6 _300 - 26.3 9.99 TO 19.99 SF
3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED 41a 440 398 36.7 293 1ZONE 4
36X582
( 620 MM) R MORE
PANELS WHEN THE E30TTOh'I EDGE OF THE GLASS 15 25 FEET 1 O
AE30VE GRADE, A ROOF, WALKING SUF'.FACES OR OTHER HORIZONTAL 3i4W.U{THIN 45
DEGREES (0,19 RAD) OF HORIZONTAL1ia SURFACE ADJACENT TO THE GLASS
EXTERIOR.
8305.4.4 GLAZING IN GUARDS AND RAILINGS.
TURNED OFF / REMOVED ALL DEMO
GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND
2 I
NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A
la w
WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION.
LAYERS/ITEMS.
R305.4.5 GLAZING AND WET 5URFACE6.
GLAZING IN WALL5, ENCL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS,
33.1
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 6HOWER5 AND INDOOR OR
VERIFY SUBSNEATNING
'
23 361
SEE DEMO PLAN SHEET DIOO.
OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15
(
( (DEMO NOTES THI5 SHEET REMAIN
LESS THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR
VERIFY VAPOR BARRIER BEHIND EXISTING TI -11
WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL
APPLY t0 SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
INSTALL NEW TYVEK VB UP BEHIND EXISTING VB AND TAPE
EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES 0524 MM), MEASURED AND IN
A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA,
WHIRLPOOL, OR SWIMMING POOL.
NEATLY 501 CUT EXISTING SHEATHING
CAULK JOINT
R30a.4.6 GLAZING ADJACENT STAIRS AND RAMPS.
GLAZING WHERE THE E30TTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36
INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF
STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE
NEW MIN 15/32 TI -11 OVER I LAYER TYVEK
CONSIDERED A HAZARDOUS LOCATION.
(MATCH GROVES ABOVE)
EXCEPTIONS:
1. WHEN A RAIL 15 INSTALLED ON THE ACCE5815LE SIDE(S) OF THE GLAZING 34 TO
35 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE
3" HIGH MIN DOUBLE 26 FLASHING. BOTTOM OF
CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT
PLYWOOD SHALL NOT BE EXPOSED
(130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11/2 INCHES (3a
MM) IN CROSS SECTIONAL HEIGHT.
EXISTING PIER FOOTING
2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE
WALKING SURFACE.
R30a.4.1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING.
GLAZING ADJACENT TO THE LANDING-: AT THE BOTTOM OF A STAIRWAY WHERE THE
-s WOOD FRAME WALL
:� WOOD FLOOR
GLAZING 15 LE55 THAN 3(o INCHES 0914 MM) ABOVE THE LANDING AND WITHIN 60 TYF I CAL. 5 I D I NG Rf PA I R DETAIL
INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A
HAZARDOUS LOCATION.
EXCEPTION: THE GLAZING 13 PROTECTED BY A GUARD COMPLYING WITH SECTION
8312 AND THE PLANE OF THE GLASS 15 MORE THAN la INCHES (451 MM) FROM THE
GUARD,
PROJECT SHALL COMPLY WITH Fi3c 2014 5TH ED- ENERGY
CONSERVATION- SECTIONS R402.4, R403.1.1, R403.1.3, R403.2.2,
R403.2.3, R403.4.3, R403.4,4, R54 03.5, R403.(o, 8404.1, AND
R404.1.1 (REFERRED TO AS THE MANDATORY PROVISIONS)
THE BUILDER SHALL PROVIDE A PERFORMANCE E3A5ED
ENERGY CALCULATION FE3C ENERGY CONSERVATION S/S
R405, IRRESPECTIVE OF INSULATION VALUES SHOWN ON THE
DRAWINGB. THI5 PROJECT DOES NOT QUALIFY FOR
PRESCRIPTIVE COMPLIANCE SECTIONS OF THE FE3C ENERGY
CONSERVATION
MISC GENERAL NOTES: 3 NA
I "If water based celllnQ texture material
Is used, provide 1/2" Gypsum board
for 16" o.c, framin!�], or 5/a" Gypsum
board For 24" o.c. framing. Note
I/2" Sag -Resistant Gypsum board may
be used I.L.Q. of 5/a" Gypsum.
5/8" Type "X" Gypsum board must be
Installed on Garage ceiling beneath
habitable room(:). 4 Bathroom Exhaust Fans must vent to
the Exterior of the Bulld1ng, exhaust to attic
2 NA space and soffits Is NOT acceptable
Scale: 314"=1'-0"
33.'7
-36.1
22
5
139 MPH H33
0T09.998F
"-3e,2
252X378
F2-1----
r
139 MPH �� \
9ZONE 19.99W 99- `41 E H ( L
15 6F
33.1 36X582
36.1 2
5-t--
22 t1
22
32
I✓
WALL. TYPE L.EC3END
C� EXISTING 2X4 WALL WITH WOOD
SIDING
NEW 2X4 m 1-4" OC LOAD BEARING INFILL FRAME WALL WITH
11/2" GWu13 INSIDE- 15/32 51.15 SHEATHING TYVEK VES, AND 15/32" CDX
T -II OUTSIDE. SCREW PERIMETER PLATES TO EXISTING
STUD/HEADER W1 014X4" WOOD SCREWS PROVIDE R-13 BATT
INSULATION USE 6YF102 FOR STUDS, BOTTOM AND PERIMETER
PLATE.
® NEW 2X4 t+ 2'-0" OC FRAME WALL WITH 11/2" GW.UB UNO EACH
51DE TO CEILING SEE TAG NOTE- SEE TYP WALL SECTION
C -------U demo 2X4 Q 2'-0" OC FRAME WALL
PROVIDE 1/2" MOISTURE RESISTANT (MR) GW,UB OR 1'/2 "CEMENT BOARD WHERE NOTE=D
PROVIDE BLOCK FILLER ON ALL INTERIOR EXPOSED BLOCK WALL BEFORE PAINTING
PROVIDE MIN 2 LAYERS OF PAINT ON ALL WOOD TRIM SURFACES
PROVIDE KNOCK DOWN FINISH AND MIN 2 LAYERS PAINT ON ALL CEILINGS
PROVIDE ORANGE PEEL SPRAY AND MIN 2 LAYERS PAINT ON ALL WALLS
1 Qu,
2- 2
31 AS H
B MASTER 9 2668
BEDRQW
4 25
5068 F
226$
2668 r --------
0
----- O
---- --------- 1868 j 19
cv 1
KITCHEN'`
I �
4
BATH 2
14 2868 21
2668
14
14
BEDROOM 2 FAMIL
=l(V
r
W-102
-102"
9 SF
12
C
XX
266 GENERAL SCOPE OF WORK KEY NOTES
I✓ UNE Y I Al
1� I. DEMO STOOP
2. DEMO EXT DOOR -WALL UP OPENING IN MATCH
ADJ WALLS
3. DEMO WINDOW - PREP OPENING FOR NEW
WINDOW, AND INSTALL NEW WINDOW
22 4. NEW PH INT DOOR
15 5. NEW WAC
6, NEW LAV
2868 35 1. NEW VANITY CABINET
a. NEW SHOWER
3 20 9, NEW AC
10. NEW KITCHEN BASE AND WALL CABINETS,
528X37811. COUNTERTOPS
NEW TILE FLOORING THROUGHOUT
4 10` 12. DEMO DOOR/ FRAME AND PROVIDE NEW REAR
�3 DOOR AND FRAME
-"""-- 139 MPH 13. NEW STOOP
rk0 9.99 TO 19.99 5T4 DEMO INT WALL
- ZONE15. DEMO INT WINDOW AND WALL BELOW- CREATE
33.1 CASED OPENING
W 16, WALL UP OPENING TO MATCH ADJ
11. NEW WASHER DRYER HOOK UP
- 10 la. NEW ELEC PANEL
19, DEMO INT DOOR AND WALL UP TO MATCH ADJ
\GDL WALLS
20, NEW KIT SINK AND DISP
21. REFRIG LOCATION
22. NEW ROD AND SHELF AND OR SHELVING/WALL
11 CABS, FINAL DESIGN BY BUILDER
23. NEW 4X4 P05T FOR NEW COVERED ENTRY ROOF
24. NEW RAILING REQUIRED WHERE 3 OR MORE NEW
RISER ARE CONSTRUCTED
M 25. NEW EXTERIOR DOOR
13'-1"
m
L_J
5-C
06813E
OOV
15
----------------- .
16 266$ 4
1, �
L_J 11'-22" I
BEDROO
' I
6r 2 I
�a
40686F
3068
\\ I
L!_[--- 23
O139 MPH 3;6X37
NE 95.99 SF 8
9 SF
393
41a
i
I `t 23
IScale: 114"-1' -0°
zi
23
36X37$
139 MPH
9.99 TO 19.99 £vF
ZONE 4
TURNED OFF / REMOVED ALL DEMO
m �M
2 I
Gy
la w
Qat �o
LAYERS/ITEMS.
q
33.1
'
23 361
SEE DEMO PLAN SHEET DIOO.
36X37g
(
( (DEMO NOTES THI5 SHEET REMAIN
FOR COORDIANTION PURI -05F-5).
25
139 MPH
20 Tv 49.99 SF
20 eF LIVING AREA
im
+ = I I TOTAL
__ 23
2
962 SF
962 SF
U
W
m �M
2 I
Gy
I
Qat �o
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q
x Ig/.Ei(!is•N ARoao97a1
REVISIONS
Ai 3-5-1a
0 CITY COMM
0
0
0
PROD N0.:11-064
DATE: 1-22-15
THESE BRA NINGS AM COPY-
RIGHTID BY SDISIGN
MANAGEMENT, LLC, 2017
THIS COPYRIGHT AND OTHER
RIGHTS RNSTRICTS THS USI OF
TWEE DOCUMENTS TO THS
ORIGINAL SITE OR PURPOSE FOR
IHICH THEY HERE PREPARED.
REPRODUCTIONS, CHANGES, OR
ASSIGNMENTS ARE STRICTLY
PROHIBITED.
DRA WN: AE
CIIECK.- AE
VARIES
1/2 " CLG BOARD
51MPSON STC W/ 3-5d AT ROOFS
SIMPSON HTC4 W/ 9-10d AT FLOORS
DO DRIVE NAILS FLUSH TO CONNECTOR
AT SLOTS
2X4 CONT
Ii2 " CLG BOARD
2X4 5YP-5PF 112 OR BETTER
v2'-0" OC
Ii2" GWB EA SIDE
SOUND AND OR THERMAL BATTS
WHERE SHOWN ON PLAN
CONT PT 2X4
WITH 1-0.151"0 X 21ia PAF m 2'-0" OG MAX AT 5LA55
OR C012X4 W/ 2-16D TO PLYWOOD FLOORS m 1'-4" OC
1 0'I-0"
INT NL5 WALL SECTION
Scale: 3/4"=V-011
THE ARCHITECT SHALL HAVE NO LIABILITY TOWARD THE CONTRACTOR OR
OWNER WITH RESPECT TO ANY GLAZING THAT IS IN NON COMPLIANCE UNLE55 THE
CONTRACTOR PROVIDES A WINDOW, DOOR, AND GLAZING SUBMITTAL TO THE
ARCHITECT PRIOR TO START OF ANY CONSTRUCTION. THE SUBMITTAL SHALL
INDICATE THE NAME OF THE PROJECT, THE LOCATION ON THE PLAN OF EACH
AND EVERY PIECE TO BE INSTALLED, HEIGHT OF SILL AND OPENING ABOVE THE
FLOOR FOR EACH PIECE, THE FLOOR LEVEL FOR THE INSTALLATION FOR EACH
PIECE, HEIGHT OF SILL ABOVE GRADE FOR EACH PIECE, THE TYPE AND
MATERIAL OF THE FRAMES FOR EACH PIECE, THE TYPE OF GLAZING FOR EACH
PIECE, THE TYPE OF SAFETY GLAZING FOR EACH PIECE, THE OPERATION OF THE
PIECES FOR EACH PIECE (WINDOW, SINGLE HUNG, DOUBLE HUNG, CASEMENT,
AWNING ETC, DOOR, SWING, SLIDER ETC, SHOWER ENCLOSURE ETC), THE
MANUFACTURER NAME FOR EACH PIECE, THE 5UPPLIER5 NAME AND ADDRESS,
THE DATE OF MANUFACTURE OF THE PIECES FOR EACH PIECE, THE PRESSURE
RESISTANCE OF EACH PIECE, THE REQUIRED PRESSURE RESISTANCE FOR EACH
PIECE, THE METHOD OF INSTALLATIONS FOR EACH PIECE, THE MANUFACTURERS
INSTALLATION INSTRUCTIONS FOR EACH PIECE, THE SEALANT TO BE USED ON
EXTERIOR FOR EACH PIECE, ANY FLASHING SHOP DRAWINGS TO BE USED WITH
THE PIECE FOR EACH PIECE, THE MA50NRY BUCKING METHOD IF APPLICABLE
FOR EACH PIECE, AND THE BUCKING FASTENING METHOD SELECTED FOR EACH
PIECE. THE SUBMITTAL SHALL HAVE THE GC LICENSEE SIGNATURE INDICATING
THAT HE NAS PERSONALLY REVIEWED IT AND THAT IT CONFORMS WITH ALL
CODES IN FORCE.. ANY GLAZING ANYWHERE IN THE PROJECT (EVEN IF IN A
CABINET DOOR) SHALL BE LISTED WITH AN INDIVIDUAL NUMBER.
THIS SUBMITTAL REQUIREMENT 15 MANDATORY AND IF NOT PRESENTED IN A
PROPER AND PROFESSIONAL MANNER WILL_ CAUSE THE ARCHITECT TO REJECT
R602.2 GENERAL REQUIREMENTS.
R602.2.1 CIRC 602.5) FIREBLOCKING REQUIRED.
FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11.
R602.2.2 CIRC 602.1.3) NONBEARING WALLS.
LOAD-BEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR
NONBEARING WALLS. A SINGLE FLAT 2 -INCH BY 4 -INCH (51 MM BY 102 MM) MEI-IBER
MAY BE USED AS A HEADER IN INTERIOR OR EXTERIOR NONBEARING WALLS FOR
OPENINGS UP TO S FEET (2438 MM) IN WIDTH IF THE VERTICAL DISTANCE TO THE
PARALLEL NAILING SURFACE ABOVE 15 NOT MORE THAN 24 INCHES (610 MM). FOR
SUCH NONBEARING HEADERS, NO CRIPPLES OR BLOCKING ARE REQUIRED ABOVE
THE HEADER
R602.2.2.1 (IRC 602.5) INTERIOR NONBEARING WALLS.
INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE CONSTRUCTED WITH
2 -INCH BY 3 -INCH (51 MM BY 16 MM) STUDS SPACED 24 INCHES (610 MM) ON
CENTER OR, WHEN NOT PART OF A BRACED WALL LINE, 2 -INCH BY 4 -INCH (51 MM
BY 102 MM) FLAT STUDS SPACED AT 16 INCHES (406 MM) ON CENTER INTERIOR
NONBEARING WALLS SHALL BE CAPPED WITH AT LEAST A SINGLE TOP PLATE.
INTERIOR NONBEARING WALLS SHALL BE FIREBLOCKED IN ACCORDANCE WITH
SECTION 8302.11.
R60223 (IRC 602.6) DRILLING AND NOTCHING -STUDS.
DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE
FOLLOWING:
1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT
OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN
NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40
PERCENT OF A SINGLE STUD WIDTH.
2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE
DIAMETER OF THE RESULTING HOLE IS No MORE THAN 60 PERCENT OF THE STUD
WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH (16 MM) TO THE EDGE
OF THE STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT OR
NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED
OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO
MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES 802.23(1)
AND R602.2.3(2) (IRC FIGURES Ro02fo(I) AND R(o02.ro(2)).
EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
:ifs I m m..1 h!. I
JJ 3'r'T1 t,,,iJW'NOT EX
BORED HOLE -81 EZHALL
L, k'01AT_D IN THE$A:°,�
sec"11 ON op cur 08
I JUD
D rUr)
�,ro 1P.I: mrI, To wDCr-
'q 40 PEFoit:F.N T'Arta
1L) DEPTH, THERSTUO.
ND NO MOng THAN nivo
3 AIRE DO€ BLEG,+ ,1D 80
FIGURE R602.2.3(I) [IRC FIGURE R602.6(1)] NOTCHING AND BORED HOLE LIMITATIONS FOR
EXTERIOR WALLS AND BEARING WALLS
TOP PLAI
BORED BOLE MAX.
DIAMETER (:U FEROENI
OF €STUD DEPTH
510 IN; MIN; `TO EDGE
NOTCH MIJUT' NOT EXCEED
-10 PERCENT OF S' lYUD DEPTH
BORED HOLES SHALL NOT BE
i. C CATEO IN THE SAME CROS1
SECTION OF CUT 08 NOTCH I
iTUD
% IN. MIN, TO EUQE
FIGURE R602.2.3(2) [IRC FIGURE R602.6(2)] NOTCHING AND BORED HOLE LIMITATIONS FOR
INTERIOR NONBEARING WALLS
I
8602-2.3.1 (IRd 602.6.1) DRILLING AND NOTCHING OF TOP PLATE.
WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR
WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING,
DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50
PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE NOT LESS THAN
0.054 INCH THICK (1.37 MM) (16 GA) AND 11/2 INCHES (38 MM) WIDE SHALL
BE FASTENED ACRO55 AND TO THE PLATE AT EACH SIDE OF THE
OPENING WITH NOT LF -65 THAN EIGHT 10D (0.140 INCH DIAMETER) HAVING
A MINIMUM LENGTH OF 11/2 INCHES (38 MM) AT EACH SIDE OR
EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST
THE OPENING. SEE FIGURE 802.2.3.1 344IRC FIGURE R602.6.1 -11a.
EXCEPTION: WHEN THE ENTIRE 511DE OF THE WALL WITH THE NOTCH OR
CUT 15 COVERED BY WOOD STRUCTURAL PANEL SHEATHING.
Nf7T0H CiREJ1T4
t=`EnQg_ti r OF TI
TOP I
J)54 IN.) AND 1,5 IN. VVIDE
FASTENED ACROa;S AND
ITE FIT EACH 8WE 0 FT Hr -
H 3-1Od NAILS EACH OE
FIGURE R602.2.3.1 [IRC FIGURE R602.6.1] TOP PLATE FRAMING TO ACCOMMODATE PIPING
R103.8 FLASHING,
APPROVED CORR05ION-RE515TANT FLASHING SHALL BE APPLIED
SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY
WITH AAMA -Ill. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT
THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH HAMA
800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT
EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED
STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL
EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLA5HING5 SHALL BE INSTALLED AT ALL OF THE
FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND
DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING
AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN
ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING:
U. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION
MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING
MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE
NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR
WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL- BE SEALED OR SLOPED IN
SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.
OPENINGS USING PAN FLASHING SHALL AL50 INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED
DESIGN PROFESSIONAL.
1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, OR
FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH
FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOF-) TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR
ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
1. AT BUILT-IN GUTTERS.
SECTION 8612 EXTERIOR WINDOWS AND DOORS
8612.1 GENERAL.
THIS SECTION PRESCRIBES PERFORMANCE AND CONSTRUCTION REQUIREMENTS
FOR EXTERIOR WINDOWS AND DOORS INSTALLED IN WALLS, WINDOWS AND DOORS
SHALL BE INSTALLED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURER'S
WRITTEN INSTALLATION INSTRUCTIONS. WINDOW AND DOOR OPENINGS SHALL BE
FLASHED IN ACCORDANCE WITH SECTION 8103.8. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE FENESTRATION MANUFACTURER
8612.2 PERFORMANCE.
EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND
LOADS SPECIFIED IN TABLE 8301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE IN
ACCORDANCE WITH TA51-E R301.2(3). FOR TESTING REQUIRED IN SECTIONS 8612.3
AND 8612.5, DESIGN PRESSURES DETERMINED FROM TABLE 8301.2(2) OR ASCE I
ARE PERMITTED TO BE MULTIPLIED BY 0.6.
8612.2.1 CUSTOM DOOR5.
CUSTOM (ONE -OF -A -KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED BY AN
APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES.
R612.3 TESTING AND LABELING.
EXTERIOR WINDOWS AND DOORS SHALL BE TESTED BY AN APPROVED
INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED TO INDICATE
COMPLIANCE WITH AAMA/ WDMA/GSA 101/1.5.2/A440 OR TAS 202 (HVHZ SHALL
COMPLY WITH TAS 202). EXTERIOR SIDE -HINGED DOORS SHALL BE TESTED AND
LABEL ED AS CONFORMING To AAMA/WDMA/CSA 101/ 1.5.2/A440 OR COMPLY WITH
SECTION 8612.5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A
PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE
MANUFACTURER AND PRODUCT. THE FOLLOWING SHALL ALSO BE REQUIRED EITHER
ON A PERMANENT LABEL OR ON A TEMPORARY SUPPLEMENTAL LABEL APPLIED
BY THE MANUFACTURER: INFORMATION IDENTIFYING THE MANUFACTURER, THE
PRODUCT MODEL/5ERIE5 NUMBER, POSITIVE AND NEGATIVE DESIGN PRE55URE
RATING, PRODUCT MAXIMUM SIZE, GLAZING THICKNESS, IMPACT -RESISTANCE RATING
IF APPLICABLE, FLORIDA PRODUCT APPROVAL NUMBER OR MIAMI -DADS
PRODUCT APPROVAL NUMBER, APPLICABLE TEST STANDARD(S), AND APPROVED
PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR
MIAMI -PAPE PRODUCT APPROVAL.
THE LABELS ARE LIMITED TO ONE DESIGN PRESSURE RATING PER REFERENCE
STANDARD. THE TEMPORARY SUPPLEMENTAL LABEL SHALL REMAIN ON THE
WINDOW OR DOOR UNTIL FINAL APPROVAL BY THE BUILDING OFFICIAL.
8612.5 OTHER EXTERIOR WINDOW AND DOOR ASSEMBLIES.
EXTERIOR WINDOWS AND DOOR ASSEMBLIES NOT INCLUDED WITHIN
THE SCOPE OF SECTION 8612.3 oR SECTION 8612.4 SHALL BE TESTED
IN ACCORDANCE WITH A5TM E 330, GLA55 IN ASSEMBLIES COVERED
BY TH15 EXCEPTION SHALL COMPLY WITH SECTION 8308.5
8(o12.6 WIND-BORNE DEBRIS PROTECTION.
PROTECTION OF EXTERIOR WINDOWS AND GLA55 DOORS IN
BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL BE IN
ACCORDANCE WITH SECTION 8301.2.1.2.
8612.6.1 FENESTRATION TESTING AND LABELING.
RESERVED.
R012.1 ANCHORAGE METHODS.
THE METHODS CITED IN THIS SECTION APPLY ONLY To ANCHORAGE
OF WINDOW AND GLASS DOOR ASSEMBLIES TO THE MAIN
FORGE -RESISTING SYSTEM.
Rro12.I.I ANCHORING REQUIREMENTS.
WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN
ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S
RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT
SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE
EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED
BY ACCEPTED ENGINEERING PRACTICE.
R612.1.2 ANCHORAGE DETAILS.
PRODUCTS SHALL BE ANCHORED IN ACCORDANCE WITH THE
MINIMUM REQUIREMENTS ILLUSTRATED IN FIGURES Rro12.1.20),
8612.12(2), R612.1.2(3), 8612.12(4), R612.12(5), R612.1.2(6), 8612.-I.2(1) AND
R&12.12(8).
2(8).
8612.1.2.1 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE.
WHERE THE WOOD SHIM OR BUCK THICKNESS 15 LF55 THAN 1 1/2
INCHES (38 MM), WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE
ANCHORED THROUGH THE JAMB, OR BY JAMB CLIP AND ANCHORS
SHALL BE EMBEDDED DIRECTLY INTO THE MASONRY, CONCRETE OR
OTHER SUBSTANTIAL SUBSTRATE MATERIAL. ANCHORS SHALL
ADEQUATELY TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME
INTO THE ROUGH OPENING SUBSTRATE 3i45EE FIGURES 812.1.2(1) AND
R612.1.2(2)-1ia.
WHERE THE WOOD SHIM OR BUCK THICKNE65 IS 11/2 INCHES (30 MM)
OR MORE, THE BUCK IS SECURELY FASTENED TO THE MASONRY,
CONCRETE OR OTHER SUBSTANTIAL SUBSTRATE, AND THE BUCK
EXTENDS BEYOND THE INTERIOR FACE OF THE WINDOW OR POOR
FRAME, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE
ANCHORED THROUGH THE JAMB, OR BY JAMB CLIP, OR THROUGH
THE FLANGE TO THE SECURED WOOD BUCK. ANCHORS SHALL BE
EMBEDDED INTO THE SECURED WOOD BUCK TO ADEQUATELY
TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
3/4FIGURE5 R612.12(3), R61212(4) AND 8612.1-2(5)�ia.
86121.2.2 WOOD OR OTHER APPROVED FRAMING MATERIAL.
WHERE THE FRAMING MATERIAL 15 WOOD OR OTHER APPROVED
FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL
BE ANCHORED THROUGH THE FRAME, OR BY FRAME CLIP, OR
THROUGH THE FLANGE. ANCHORS SHALL BE EMBEDDED INTO THE
FRAME CONSTRUCTION TO ADEQUATELY TRANSFER LOAD 3/4FIGURES
R612.1.2(6), 8612.71.2(7) AND 8612.7 2(8)�ia.
8612.8 MULLIONS.
MULLIONS SHALL BE TESTED BY AN APPROVED TESTING
LABORATORY IN ACCORDANCE WITH AAMA 450, OR BE ENGINEERED
IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. MULLIONS
TESTED AS STAND-ALONE UNITS OR QUALIFIED BY ENGINEERING
SHALL USE PERFORMANCE CRITERIA CITED IN SECTIONS R612.8.1,
8612.8.2 AND Rro12.53. MULLIONS QUALIFIED BY AN ACTUAL TEST OF
AN ENTIRE ASSEMBLY SHALL COMPLY WITH SECTIONS 8612.8.1 AND
8612.8.3.
R612.8.1 LOAD TRANSFER
MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN PRESSURE
LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO THE
ROUGH OPENING SUBSTRATE.
8612.8.2 DEFLECTION.
MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURE
LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
SUPPORTED WITHOUT DEFLECTING MORE THAN L/1715, WHERE L 15 THE
SPAN OF THE MULLION IN INCHES.
8612.83 STRUCTURAL SAFETY FACTOR.
MULLIONS SHALL BE CAPABLE OF RESI5TING A LOAD OF 1.5 TIMES
THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR
ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE
APPROPRIATE MATERIAL STRESS LEVELS. IF TESTED BY AN
APPROVED LABORATORY, THE 1.5 TIMES THE DESIGN PRESSURE
LOAD SHALL BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
SPAN AFTER THE 1.5 TIMES DESIGN PRESSURE LOAD IS REMOVED.
R612.8.4 MASONRY ROUGH OPENINGS.
MASONRY ROUGH OPENING DIMENSIONS SHALL BE WITHIN THE
TOLERANCES SPECIFIED AT SECTION 8606.16 AND, IN ADDITION,
SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A
MAXIMUM OF 1/4 INCHES ((o.4 MM) IN WIDTH.
8612.9 DOOR COMPONENTS.
DOOR COMPONENTS EVALUATED BY AN APPROVED PRODUCT
EVALUATION ENTITY, CERTIFICATION AGENCY, TESTING LABORATORY
OR ENGINEER MAY BE INTERCHANGEABLE IN EXTERIOR DOOR
ASSEMBLIES PROVIDED THAT THE DOOR COMPONENTS) PROVIDE
EQUAL OR GREATER STRUCTURAL PERFORMANCE AS
DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICES.
8612.9.1 OPTIONAL EXTERIOR DOOR COMPONENT TESTING.
WITH THE EXCEPTION OF HVHZ, EXTERIOR SIDE -HINGED DOOR
ASSEMBLIES NOT COVERED BY SECTION 8612.3 SHALL BE
PERMITTED TO HAVE THE OPTION TO HAVE THE COMPONENTS OF THE
ASSEMBLY TESTED AND RATED FOR STRUCTURAL INTEGRITY IN
ACCORDANCE WITH THE FOLLOWING ANSI ,A250.13.
FOLLOWING THE STRUCTURAL TESTING OF EXTERIOR DOOR
COMPONENTS, THERE SHALL BE NO PERMANENT DEFORMATION OF
ANY PERIMETER FRAME OR PANEL MEMBER IN EXCESS OF 0.4
PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. AFTER EACH
SPECIFIED LOADING, THERE SHALL BE NO GLA65 BREAKAGE,
PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY
OTHER DAMAGE THAT CAU5E5 THE DOOR TO BE INOPERABLE, 45
APPLICABLE.
8612.10 FLASHING, SEALANTS AND WEATHER5TRIPPING.
FLASHING AND SEALANTS FOR EXTERIor windows and doors shall
comply with Section R-103.8.
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3" EMBED ABA, / E.A.%
"0 X 1" EMBED
' HOOD BEAMS
FRAME LlJ,4LL OFENINGs DETAIL
COMPONENT AND CLADDING PRESSURES
MAXIMUM HEADER SPAN (FT)
3'
8 WITH Vult OF 139 MPH
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10 P5F
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NUMBER OF HEADER STUDS SUPPORTING END
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COMPONENT AND CLADDING PRESSURES
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8 WITH Vult OF 139 MPH
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NCTES
CONCRETE
AARY FOR 5LA5 ON
POLYPROPYLENE FIBERS USED AS C
SECONDARY REINFORCEMENT. (PRIM,
GSE) �jp $FEGIPIGATION FOR
COMPLY WITH A9TM C 1116 - 5TAND,4P,
FIBER -REINFORCED CONCRETE AND SPOTCRETE, 4
5OUTHLUEST CERTIFICATION SERVICES CSU1C5), OMi=GA POINT
LABORATORIES NO. 5(2(o2 -1 -
COMPLY WITH UL REPORT FILE NO. 88534 -II.
PRODUCT SHALL BE PROPEX CONCRETE 5Y5TEM5 CORP.,
6025 LEE HIGHWAY, STE 425, PO BOX 22188,
CHATTANOOGA, TENNESSEE 31422, TOLL FREE (800)
621-1213. PHONE (423) 892-8080. FAX (423) 892-0151.
WF=551TE WLLW.FI5ERME5H.COM. E-MAIL
FI5ERME5HQPROPEXINC.COM.
A. SYNTHETIC FIBER REINFORCEMENT: FIBERMESH 150.
I. MATERIAL: 100 PERCENT VIRGIN HOMOPOLYMER
POLYPROPYLENE MULTIFILAMENT FIBERS,
CONTAINING NO REPROCESSED OLEFIN MATERIALS.
2. CONFORMANCE: ASTM C 1116, TYPE III,
3. FIRE CLASSIFICATIONS:
4. UL REPORT FILE NO. 88534-11.
b. SOUTHWEST CERTIFICATION SERVICES (SUC5),
OMEGA POINT LABORATORIES NO. Sroro24
4. ALKALI RESISTANCE: ALKALI PROOF,
5. ABSORPTION: NIL.
6. SPECIFIC GRAVITY: 0.91.
1. MELT POINT: 324 DEGREES F (162 DEGREES C),
EXECUTION
A. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE
MIXTURE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. ADD SYNTHETIC FIBER REINFORCEMENT INTO
CONCRETE MIXER BEFORE, DURING, OR AFTER
BATCHING OTHER CONCRETE MATERIALS. LOUDER
APPLICATION RATES MAY BE ACCEPTABLE
DEPENDING UPON LOCAL BUILDING CODES. CONSULT
PROPER CONCRETE SYSTEMS FOR MORE INFORMATION.
C. APPLICATION RATE: ADD SYNTHETIC FIBER
REINFORCEMENT AT STANDARD APPLICATION RATE OF
1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF
CONCRETE.
D. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE
MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED
OF A5TM C 94 TO ENSURE UNIFORM P16TR15UTION AND
RANDOM ORIENTATION OF FIBERS THROUGHOUT
MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST
THE WINE) PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
GROUND -MOUNTED UNITS FOR R3 RESIDENTIAL APPLICATIONS MAY BE
ANCHORED WITH 014 6CREW5 WITH GA5KETED WASHERS ACCORDING TO
THE FOLLOWING.
I. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM),
ONE SCREW SHALL BE USED 4T EACH SIDE OF THE UNIT
2, FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM),
TWO SCREWS SHALL BE USED PER SIDE.
3. FOR UNITS BETWEEN 24 AND 36 INCHES (305 AND 914 MM),
THREE SCREWS SHALL BE USED PER SIDE.
4. FOR UNITS GREATER THAN 36 INCHES (914 MM) OR 5 TONS,
ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION
301,13. CONDENSER
PROVIDE HOLD DOUJN BY
PROVIDING
A MIN OF EIGHT 1/4" X 24"
TAPCON5 WITH I" GA$KETED WASHER SECURED
THROUGH BOTTOM PANEL OF CONDENSER
INTO CONDENSER PAD
CONDEN5ER MOUNTING DiETAIL
NOT TO SCALE
C0NCFP,ETE NOTE &
CONDENSER PAD
WO(�)P A�IING NOTE&
WI ALL WORK SHALL COMPLY WITH THE 2014 FRBC CODE
CONSTRUCT FRAME ACCORDING TO AF4PA N05 FOR WOOD
W2 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL AlCONSTROCTION
OF THE ABOVE MENTIONED CODE(S). �,SPECT6
W THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDIN
ACCURACY OF THE CONNECTOR ORDER. HE $HALL EN$U�NSTING THE
ALL JOIST, S5AMS, RAFTERS, TRUSSES, STUD PACK GOLUI'1S, AND OTHER
SIMILAR LOAD BEARING MEMBER5 HAVE AN APPROVED METAL
ANCHOR AT EACH END. IF THE DRAWINGS FAIL TO INDICATE CLEARLY,
PROVIDE TEMPORARY STRAPPING UNTIL DESIGNED ANCHOR IS INSTALLED.
U)4 THE CONTRACTOR SHALL SUBMIT PRE ENGINEERED TRUSS SHOP
DRAWINGS SIGNED AND SEALED BY A REGISTERED STRUCTURAL
ENGINEER IN THE STATE WHERE THE PROJECT IS TO BE ERECTED.
THE DRAWINGS SHALL BE SUBMITTED TO BOTH THE ARCHITECT AND
THE BUILDING DEPARTMENT. NO TRU55E5 SHALL BE CONSTRUCTED
OR DELIVERED UNTIL THE DRAWINGS HAVE BEEN REVIEWED 15Y THE
ARCHITECT. REVIEW BY ARCHITECT SHALL BE FOR GENERAL
COMPLIANCE PURPOSES ONLY. THE DRAWINGS SHALL BE DONE
BY COMPUTER METHODOLOGY AND SHALL INCLUDE A PLAN
5HEET INDICATING LOCATION OF ALL MEMBERS. PROFILE
DRAWINGS SHALL INDICATE THE LOADING ON EACH DESIGN.
We, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY THAT
15 IN CONTACT WITH EARTH SHALL BE PRESSURE TREATED
IN ACCORDANCE WITH AJPA STANDARD Cl.
U6 ALL LUMBER $HALL BEAR A MARK OF THE MILL OR MANUFACTURER
Un MINIMUM DESIGN VALUES:
Fb Fv Egp- E ALL<2WA5LE SPECIES 4 MIN GRADE
VERTICAL e)TQD$, JACKS, HOEZ PLATE$ 4
CEILING JOISTS TO 8'-O" UNLESS NOTED OTHERWISE
2X4 1340 135 1120 1.1 MM 5PF " 2, SYP " 2, MEL M-31
2X6 1160 135 10'10 1.1 MM SPF " 2, 5YP " 2, MEL M-31
2X8 1010 135 1025 1.1 MM 5PF 0 2, 5YP " 2, MEL M-31
2XIO 985 135 915 1.1 MM SPF " 2, 5YP " 2, MEL M-31
2X12 890 135 915 1.1 MM 5PF " 2, 5YP " 2, MEL M-31
ALL MEMBERS OVER 8'-0" MUST BE 5YP " 1, OR MEL -21
ALL MEMBERS OVER 10'-0" MUST BE SYP* I DENSE OR MEL -31
ALL MEMBERS SUPPORT A FLOOR AND A ROOF MUST BE SYP SELECT STRUCTURAL
FLOOR JOISTS,
QUILT UP BEAMS
4 HEADERS TO S'-0" UNLESS NOTED OTHESW15E
2X10 800 115 1300 1.4 MM 5YP 0 2, MEL M-31
2X12 150 115 1250 1.4 MM 5YP " 2, MEL M-31
ALL MEMBERS OVER 8'-0" MUST BE SYP " I, MEL -21
ALL MEMBERS OVER 12'-0" MUST BE 5YP 01 DENSE, MEL -21, OR SYP SELECT STRUCTURAL
ROOF RAFTERS TO 10'-0" UNLESS NOTED OTHERW15E
2X6 1000 115 1400 1.4 MM 5YP " 2, MEL M-31
2X8 925 115 1350 1.4 MM 5YP " 2, MEL M-31
2X10 800 115 1300 1.4 MM SYP " 2, MEL M-31
2X12 150 115 1250 1.4 MM SYP " 2, MEL M-31
ALL MEMBERS OVER 10'-0" MUST BE 5YP " 1
ALL MEMFOERS OVER 14'-0" MUST BE 5YP 01 DENSE, MEL -21, OR 5YP SELECT STRUCTURAL
SUBMIT LUMBER ORDER TO ARCHITECT PRIOR TO FINAL ORDER. ORDER SHALL INDICATE
5PECIE5, GRADE, AND MILL. INDICATE WHICH ITEMS ARE FOR WHICH MEMEBERS.
U!8 IALL NAILS SHALL BE CEMENT COATED OR ANNULAR RING TYPE.
W15 EVERY ROOF TRUSS, ROOF RAFTER, FLOOR TRU55, FLOOR JOIST
AND CEILING JOIST SHALL BE CONNECTED AT EACH END TO ITS
BEARING MEMBER WITH A SIMPSON TYPE CONNECTOR (MINIMUM
SIZE H3, UNLESS NOTED OTHERWISE)
Wlo EVERY LOAD BEARING STUD PACK COLUMN SHALL BE CONNECTED TO THE FLOOR
SLAB WITH A 5IMP50N HD5A AND ITS RECOMMENDED BOLTS,
AND TO THE SUPPORTED MEMBER ABOVE WITH ANOTHER 51MP50N
TYPE CONNECTOR AS INDICATED ON THE DRAWINGS. IF NONE
DETAILED FOR ANY CERTAIN CONDITION THE CONTRACTOR SHALL
PROVIDE A M5TA24 STRAP TEMPORARILY AND NOTIFY THE ARCHITECT
FOR FINAL SELECTION.
Wil
GABLE END WALLS AND INDICATED SHEAR WALL AT EXTERIOR WALLS ARE
DESIGNED A5 SHEAR WALLS AND MUST BE SHEATHED WITH APA PS -I APPROVED
MIN 15/32" CDX 24/Iro EXTERIOR GRADE PLYWOOD OR 055, THE EDGE$ OF ALL
PLYWOOD OR 065 SHALL HAVE A MINIMUM OF 2X4 MEMBER BACKING (BOTH HORZ
AND VERT JOINTS). THE EDGES SHALL BE NAILED WITH 10cl NAILS AT 3" OC AND
THE FIELD SHALL BE NAILED WITH 10d NAILS AT 4" OC MAX. THE ROOF DECK 15
DESIGNED TO RESIST LATERAL FORCES BY ACTING AS A DIAPHRAGM. IT SHALL
BE APA 23/32" CDX EXTERIOR GRADE PLYWOOD OR 055 AND SHALL HAVE THE
NAILING PATTERN PER DETAIL 2 ON SHEET $401.
W12 ALL LOADING BEARING WOOD FRAME WALLS SHALL BE SECURED TO THE SLAB WITH
gra"O X 8" EMBED ANCHOR 5OLT5 AT 32" OC WITH OVERSIZED WASHER$
W13 ALL CONNECTORS IN CONTACT WITH PT LUMBER TREATED WITH ACQ OR COOPER AZOLE
SHALL BE P05T HOT DIPPED GALVANIZED OR STAINLESS STEEL. THIS INCLUDES
NAIL$, BOLTS, SCREWS, 51MP50N CONNECTORS OR SIMILAR.
W14 ALL EXTERIOR WALL LUMBER SHALL BE SYP 01 OR BETTER AND WITH A MC LESS
THAN 190. SPF, SPRUCE, FIR, AND OTHERS SPECIES ETC ARE NOT ACCEPTABLE FOR
EXTERIOR WORK IN THE 139 MPH ZONE UNLESS APPROVED IN WRITING BY THE
ARCHITECT
W15 ` I �I,
ALL PT 6X6 AND 6Xro SHALL BE 5YP 01
I 1 15C, NOTE5
1 ALL WIND LOAD CALCULATIONS ARE BASED ON AN ENCLOSED
STRUCTURE ANY BREECH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS,
DOORS, GARAGE DOORS, ETC. SHALL COMPROMISE THE STRUCTURAL INTEGRITY
2 ALL DOOR AND WINDOWS OPENINGS SHALL BE INSTALLED PER MANUFACTURES
RECOMMENDATIONS
3 ALL SHEAR WALLS MUST TRANSFER LOAD6 TO FLOOR JOISTS OR FOUNDATION
4 DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALL5 AND/OR SIDE WALL$
5 TRU5SE5 MUST BE CAPABLE OF OF TRANSFERRING LATERAL LOADS TO BEARING WALLS
6 TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED FOR UPLIFT REQUIREMENTS
1 ALL WINDOWS AND DOORS SHALL COMPLY WITH FBC 160 MPH WIND LOAD REQUIREMENTS
8 PROVIDE FIREBLOCKING PER 2014 FBG AND 2014 FRBC.
ALL FLOOR JOIST AND FLOOR TRUSS SPACES SHALL 13E FIREBLOCKED
TO ANY ATTIC SPACE, WHETHER SHOWN ON THE DRAWINGS OR NOT
C1
ALL CONCRETE SHALL BE MIN 2500 P51 AT 28 DAYS MINIMUM
CS
CONTRACT SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, C13
ROOF BOTTOM CHORD W10 STORAGE
10 P5F
ROOF BOTTOM CHORD UJ/ STORAGE
INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER
G2
ALL CONCRETE $HALL HAVE A SLUMP OF 4" PLUS OR MINU6 I", AND HAVE
SECOND FLOOR PARTITION LOAD
TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS.
SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58
100 PSF LIVE 10 PSF DEAD
SLAB ON GRADE
100 PSF
TIMBER FRAME LIVE LOADS
C9
PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS C14
C3
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF
1.33
OF BEAMS AND AT SLAB EDGES.
40 PSF
ACI 301 CHAPTER 3, METHOD I OR 2.
Nk
Ciro
CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY
4�
ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, A5TM A-615
NCTES
CONCRETE
AARY FOR 5LA5 ON
POLYPROPYLENE FIBERS USED AS C
SECONDARY REINFORCEMENT. (PRIM,
GSE) �jp $FEGIPIGATION FOR
COMPLY WITH A9TM C 1116 - 5TAND,4P,
FIBER -REINFORCED CONCRETE AND SPOTCRETE, 4
5OUTHLUEST CERTIFICATION SERVICES CSU1C5), OMi=GA POINT
LABORATORIES NO. 5(2(o2 -1 -
COMPLY WITH UL REPORT FILE NO. 88534 -II.
PRODUCT SHALL BE PROPEX CONCRETE 5Y5TEM5 CORP.,
6025 LEE HIGHWAY, STE 425, PO BOX 22188,
CHATTANOOGA, TENNESSEE 31422, TOLL FREE (800)
621-1213. PHONE (423) 892-8080. FAX (423) 892-0151.
WF=551TE WLLW.FI5ERME5H.COM. E-MAIL
FI5ERME5HQPROPEXINC.COM.
A. SYNTHETIC FIBER REINFORCEMENT: FIBERMESH 150.
I. MATERIAL: 100 PERCENT VIRGIN HOMOPOLYMER
POLYPROPYLENE MULTIFILAMENT FIBERS,
CONTAINING NO REPROCESSED OLEFIN MATERIALS.
2. CONFORMANCE: ASTM C 1116, TYPE III,
3. FIRE CLASSIFICATIONS:
4. UL REPORT FILE NO. 88534-11.
b. SOUTHWEST CERTIFICATION SERVICES (SUC5),
OMEGA POINT LABORATORIES NO. Sroro24
4. ALKALI RESISTANCE: ALKALI PROOF,
5. ABSORPTION: NIL.
6. SPECIFIC GRAVITY: 0.91.
1. MELT POINT: 324 DEGREES F (162 DEGREES C),
EXECUTION
A. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE
MIXTURE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. ADD SYNTHETIC FIBER REINFORCEMENT INTO
CONCRETE MIXER BEFORE, DURING, OR AFTER
BATCHING OTHER CONCRETE MATERIALS. LOUDER
APPLICATION RATES MAY BE ACCEPTABLE
DEPENDING UPON LOCAL BUILDING CODES. CONSULT
PROPER CONCRETE SYSTEMS FOR MORE INFORMATION.
C. APPLICATION RATE: ADD SYNTHETIC FIBER
REINFORCEMENT AT STANDARD APPLICATION RATE OF
1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF
CONCRETE.
D. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE
MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED
OF A5TM C 94 TO ENSURE UNIFORM P16TR15UTION AND
RANDOM ORIENTATION OF FIBERS THROUGHOUT
MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST
THE WINE) PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
GROUND -MOUNTED UNITS FOR R3 RESIDENTIAL APPLICATIONS MAY BE
ANCHORED WITH 014 6CREW5 WITH GA5KETED WASHERS ACCORDING TO
THE FOLLOWING.
I. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM),
ONE SCREW SHALL BE USED 4T EACH SIDE OF THE UNIT
2, FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM),
TWO SCREWS SHALL BE USED PER SIDE.
3. FOR UNITS BETWEEN 24 AND 36 INCHES (305 AND 914 MM),
THREE SCREWS SHALL BE USED PER SIDE.
4. FOR UNITS GREATER THAN 36 INCHES (914 MM) OR 5 TONS,
ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION
301,13. CONDENSER
PROVIDE HOLD DOUJN BY
PROVIDING
A MIN OF EIGHT 1/4" X 24"
TAPCON5 WITH I" GA$KETED WASHER SECURED
THROUGH BOTTOM PANEL OF CONDENSER
INTO CONDENSER PAD
CONDEN5ER MOUNTING DiETAIL
NOT TO SCALE
C0NCFP,ETE NOTE &
CONDENSER PAD
WO(�)P A�IING NOTE&
WI ALL WORK SHALL COMPLY WITH THE 2014 FRBC CODE
CONSTRUCT FRAME ACCORDING TO AF4PA N05 FOR WOOD
W2 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL AlCONSTROCTION
OF THE ABOVE MENTIONED CODE(S). �,SPECT6
W THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDIN
ACCURACY OF THE CONNECTOR ORDER. HE $HALL EN$U�NSTING THE
ALL JOIST, S5AMS, RAFTERS, TRUSSES, STUD PACK GOLUI'1S, AND OTHER
SIMILAR LOAD BEARING MEMBER5 HAVE AN APPROVED METAL
ANCHOR AT EACH END. IF THE DRAWINGS FAIL TO INDICATE CLEARLY,
PROVIDE TEMPORARY STRAPPING UNTIL DESIGNED ANCHOR IS INSTALLED.
U)4 THE CONTRACTOR SHALL SUBMIT PRE ENGINEERED TRUSS SHOP
DRAWINGS SIGNED AND SEALED BY A REGISTERED STRUCTURAL
ENGINEER IN THE STATE WHERE THE PROJECT IS TO BE ERECTED.
THE DRAWINGS SHALL BE SUBMITTED TO BOTH THE ARCHITECT AND
THE BUILDING DEPARTMENT. NO TRU55E5 SHALL BE CONSTRUCTED
OR DELIVERED UNTIL THE DRAWINGS HAVE BEEN REVIEWED 15Y THE
ARCHITECT. REVIEW BY ARCHITECT SHALL BE FOR GENERAL
COMPLIANCE PURPOSES ONLY. THE DRAWINGS SHALL BE DONE
BY COMPUTER METHODOLOGY AND SHALL INCLUDE A PLAN
5HEET INDICATING LOCATION OF ALL MEMBERS. PROFILE
DRAWINGS SHALL INDICATE THE LOADING ON EACH DESIGN.
We, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY THAT
15 IN CONTACT WITH EARTH SHALL BE PRESSURE TREATED
IN ACCORDANCE WITH AJPA STANDARD Cl.
U6 ALL LUMBER $HALL BEAR A MARK OF THE MILL OR MANUFACTURER
Un MINIMUM DESIGN VALUES:
Fb Fv Egp- E ALL<2WA5LE SPECIES 4 MIN GRADE
VERTICAL e)TQD$, JACKS, HOEZ PLATE$ 4
CEILING JOISTS TO 8'-O" UNLESS NOTED OTHERWISE
2X4 1340 135 1120 1.1 MM 5PF " 2, SYP " 2, MEL M-31
2X6 1160 135 10'10 1.1 MM SPF " 2, 5YP " 2, MEL M-31
2X8 1010 135 1025 1.1 MM 5PF 0 2, 5YP " 2, MEL M-31
2XIO 985 135 915 1.1 MM SPF " 2, 5YP " 2, MEL M-31
2X12 890 135 915 1.1 MM 5PF " 2, 5YP " 2, MEL M-31
ALL MEMBERS OVER 8'-0" MUST BE 5YP " 1, OR MEL -21
ALL MEMBERS OVER 10'-0" MUST BE SYP* I DENSE OR MEL -31
ALL MEMBERS SUPPORT A FLOOR AND A ROOF MUST BE SYP SELECT STRUCTURAL
FLOOR JOISTS,
QUILT UP BEAMS
4 HEADERS TO S'-0" UNLESS NOTED OTHESW15E
2X10 800 115 1300 1.4 MM 5YP 0 2, MEL M-31
2X12 150 115 1250 1.4 MM 5YP " 2, MEL M-31
ALL MEMBERS OVER 8'-0" MUST BE SYP " I, MEL -21
ALL MEMBERS OVER 12'-0" MUST BE 5YP 01 DENSE, MEL -21, OR SYP SELECT STRUCTURAL
ROOF RAFTERS TO 10'-0" UNLESS NOTED OTHERW15E
2X6 1000 115 1400 1.4 MM 5YP " 2, MEL M-31
2X8 925 115 1350 1.4 MM 5YP " 2, MEL M-31
2X10 800 115 1300 1.4 MM SYP " 2, MEL M-31
2X12 150 115 1250 1.4 MM SYP " 2, MEL M-31
ALL MEMBERS OVER 10'-0" MUST BE 5YP " 1
ALL MEMFOERS OVER 14'-0" MUST BE 5YP 01 DENSE, MEL -21, OR 5YP SELECT STRUCTURAL
SUBMIT LUMBER ORDER TO ARCHITECT PRIOR TO FINAL ORDER. ORDER SHALL INDICATE
5PECIE5, GRADE, AND MILL. INDICATE WHICH ITEMS ARE FOR WHICH MEMEBERS.
U!8 IALL NAILS SHALL BE CEMENT COATED OR ANNULAR RING TYPE.
W15 EVERY ROOF TRUSS, ROOF RAFTER, FLOOR TRU55, FLOOR JOIST
AND CEILING JOIST SHALL BE CONNECTED AT EACH END TO ITS
BEARING MEMBER WITH A SIMPSON TYPE CONNECTOR (MINIMUM
SIZE H3, UNLESS NOTED OTHERWISE)
Wlo EVERY LOAD BEARING STUD PACK COLUMN SHALL BE CONNECTED TO THE FLOOR
SLAB WITH A 5IMP50N HD5A AND ITS RECOMMENDED BOLTS,
AND TO THE SUPPORTED MEMBER ABOVE WITH ANOTHER 51MP50N
TYPE CONNECTOR AS INDICATED ON THE DRAWINGS. IF NONE
DETAILED FOR ANY CERTAIN CONDITION THE CONTRACTOR SHALL
PROVIDE A M5TA24 STRAP TEMPORARILY AND NOTIFY THE ARCHITECT
FOR FINAL SELECTION.
Wil
GABLE END WALLS AND INDICATED SHEAR WALL AT EXTERIOR WALLS ARE
DESIGNED A5 SHEAR WALLS AND MUST BE SHEATHED WITH APA PS -I APPROVED
MIN 15/32" CDX 24/Iro EXTERIOR GRADE PLYWOOD OR 055, THE EDGE$ OF ALL
PLYWOOD OR 065 SHALL HAVE A MINIMUM OF 2X4 MEMBER BACKING (BOTH HORZ
AND VERT JOINTS). THE EDGES SHALL BE NAILED WITH 10cl NAILS AT 3" OC AND
THE FIELD SHALL BE NAILED WITH 10d NAILS AT 4" OC MAX. THE ROOF DECK 15
DESIGNED TO RESIST LATERAL FORCES BY ACTING AS A DIAPHRAGM. IT SHALL
BE APA 23/32" CDX EXTERIOR GRADE PLYWOOD OR 055 AND SHALL HAVE THE
NAILING PATTERN PER DETAIL 2 ON SHEET $401.
W12 ALL LOADING BEARING WOOD FRAME WALLS SHALL BE SECURED TO THE SLAB WITH
gra"O X 8" EMBED ANCHOR 5OLT5 AT 32" OC WITH OVERSIZED WASHER$
W13 ALL CONNECTORS IN CONTACT WITH PT LUMBER TREATED WITH ACQ OR COOPER AZOLE
SHALL BE P05T HOT DIPPED GALVANIZED OR STAINLESS STEEL. THIS INCLUDES
NAIL$, BOLTS, SCREWS, 51MP50N CONNECTORS OR SIMILAR.
W14 ALL EXTERIOR WALL LUMBER SHALL BE SYP 01 OR BETTER AND WITH A MC LESS
THAN 190. SPF, SPRUCE, FIR, AND OTHERS SPECIES ETC ARE NOT ACCEPTABLE FOR
EXTERIOR WORK IN THE 139 MPH ZONE UNLESS APPROVED IN WRITING BY THE
ARCHITECT
W15 ` I �I,
ALL PT 6X6 AND 6Xro SHALL BE 5YP 01
I 1 15C, NOTE5
1 ALL WIND LOAD CALCULATIONS ARE BASED ON AN ENCLOSED
STRUCTURE ANY BREECH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS,
DOORS, GARAGE DOORS, ETC. SHALL COMPROMISE THE STRUCTURAL INTEGRITY
2 ALL DOOR AND WINDOWS OPENINGS SHALL BE INSTALLED PER MANUFACTURES
RECOMMENDATIONS
3 ALL SHEAR WALLS MUST TRANSFER LOAD6 TO FLOOR JOISTS OR FOUNDATION
4 DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALL5 AND/OR SIDE WALL$
5 TRU5SE5 MUST BE CAPABLE OF OF TRANSFERRING LATERAL LOADS TO BEARING WALLS
6 TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED FOR UPLIFT REQUIREMENTS
1 ALL WINDOWS AND DOORS SHALL COMPLY WITH FBC 160 MPH WIND LOAD REQUIREMENTS
8 PROVIDE FIREBLOCKING PER 2014 FBG AND 2014 FRBC.
ALL FLOOR JOIST AND FLOOR TRUSS SPACES SHALL 13E FIREBLOCKED
TO ANY ATTIC SPACE, WHETHER SHOWN ON THE DRAWINGS OR NOT
C1
ALL CONCRETE SHALL BE MIN 2500 P51 AT 28 DAYS MINIMUM
CS
CONTRACT SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, C13
ROOF BOTTOM CHORD W10 STORAGE
10 P5F
ROOF BOTTOM CHORD UJ/ STORAGE
INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER
G2
ALL CONCRETE $HALL HAVE A SLUMP OF 4" PLUS OR MINU6 I", AND HAVE
SECOND FLOOR PARTITION LOAD
TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS.
SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58
100 PSF LIVE 10 PSF DEAD
SLAB ON GRADE
100 PSF
TIMBER FRAME LIVE LOADS
C9
PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS C14
C3
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF
1.33
OF BEAMS AND AT SLAB EDGES.
40 PSF
ACI 301 CHAPTER 3, METHOD I OR 2.
10 P5F
Ciro
CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY
C4
ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, A5TM A-615
TO SUPPORT REINFORCING STEEL.
GRADE 60.
GII
THE FOLLOWING MINIMUM CONCETE COVER SHALL BE PROVIDED FOR REINFORCING:
C5
WELDED WIRE FABRIC SHALL CONFORM TO ATSM A-185. UJU1F SHALL BE LAPPED
C15
AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8".
3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH "IS BARS
C6
ALL CONCRTE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
1.5" CONCRETE EXPOSED TO EARTH OR WEATHER 05 BARS AND SMALLER
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 315 LATEST EDITION, AND
1.5" CONCEETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301
FOR THE PRIMARY REINFORCEMENT, TIES, 5TIRUP5, AND
SPIRALS IN BEAMS AND COLUMNS
C1
ALL REINFORCING DETAILS SHALL CONFORM TO THE "MANUAL OF STANDARD
PRACTICE FOR DETIALING REINFORCED CONCRETE STRUCTURE" AGI 315 LATEST
EDITION, UNLESS DETAIL OTHERWISE ON THE DRAWINGS
C12
HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 2'4" AROUND CORNERS OR
CORNER 5AR5 WITH 25" LAP $HALL BE PROVIDED
MASON�'Y NOfi��
MASONRY CONSTRUCTION SHALE. CONFORM TO ACI 5TAN0'�F;-D
BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY
STRUCTURES (ACI 531)
CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90
(F'M=1500 P51)
MORTAR SHALL COMPLY WITH A5TM C210, TYPE M OR 5.
FLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.
ALL MASONRY CROSS WE55 SHALL BE FULLY BEDDED IN
MORTAR AROUND CELLS TO BE GROUTED.
THE MINIMUM CONTINUOUS UNOE35TRUCTED CELL AREA IN CELLS
TO RECEIVE GROUT MUST NOT BE LESS THAN 3" X 311.
MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT
PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS
WHICH ARE TO BE GROUTED.
REINFORCE WALL$ WITH TRUSS TYPE (ASTM A-62,13 GAGE
WIiRE) REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS
Q 16" OC UNO, MEASURED VERTICALLY. PLACE PER
MANUFACTURER'S INSTRUCTIONS, LAP ALL HORIZONTAL
JOINT REINFORCING A MIN OF 8".
WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BI* FILLED
WITH GROUT OF A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS. GROUT SLUMP SHALL BE NO LE55
5".
GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED
IN LIFTS NOT TO EXCEDD EIGHT FEET IN HEIGTH, AND SHALL
BE CONSOLIDATED AT THE TIME OF POURING BY RODDING OR
VIBRATING,
PROVIDE CLEAN-OUT AT THE BASE OF EACH FILLED CELL
TO ALLOW VISUAL INSPECTION OF COMPLETE GROUT
PENETRATION.
VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF
1/2" TO THE INSIDE FACE. VERTICAL BAR LAP SHALL EQUAL
48 X BAR DIAMETER (25" MIN FOR 05'6) VERTICAL REIN-
FORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY
SUPPORTED AGAINST D15PACEMENT AT INTERVALS NOT TO EXCEED
192 X BAR DIAMETER WITH A MAXIMUM OF 101.
GROUT PLACEMENT STOPPED FOR (1) ONE HOUR OR MORE
SHOULD BE STOPPED 1 1/2" BELOW THE TOP OF MASONRY
UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING.
SEE FOUNDATION PLANS FOR ALL VERTICAL REINFORCING. ALL
VERTICAL REINFORCING TO EXTEND INTO THE UPPERMOST BOND
BEAM.
ALL TEMPORARY BRACING AND SHORING OF WALL$ TO PROVIDE
STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR
ALL MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL
CONFORM TO ALL REQUIREMENTS OF "5PECIFIGATIOI',I5 FOR
MASONRY STRUCTURES (ACI -ASCE 530.0".
THE STRUCTURAL SYSTEM 15 PE51GN ON THE FOLLOWLING LOADS
PER THE 2010 FBC
ROOF DEAD LOAD
16 PSF
ROOF LIVE LOAD
20 PSF
ROOF BOTTOM CHORD W10 STORAGE
10 P5F
ROOF BOTTOM CHORD UJ/ STORAGE
30 P5F
SECOND FLOOR DEAD LOAD
15 PSF
SECOND FLOOR PARTITION LOAD
5 PSF
SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
STAIRS
100 PSF LIVE 10 PSF DEAD
SLAB ON GRADE
100 PSF
TIMBER FRAME LIVE LOADS
21 PSF
WIND LOAD V ULT
139 MPH REGION
WIND LOAD USE FACTOR
1.33
DECK LIVE LOAD
40 PSF
DECK DEAD LOAD
10 P5F
ALL SPLICES SHALL BE 40 BAR DIAMETER MINMUM (25" FOR 05,
35" FOR "1)
FIELD BENT STEEL IS ACCEPTABLE PROVIDED:
I. BARS ARE TO BENT COLD,
2. INSIDE DIAMETER OF BEND SHALL NOT BE LE55 THAN 9, BAR
DIAMETERS
3. PARTIALLY EMBEDDED REINFORCEMENT SHALL NOT BE FIELD
BENT. BARS NEEDING BENDING TO ALIGN WITH FILLED CELL$
MAY BE BENT AT A MAXIMUM SLOPE OF I HORZ TO 6 VERTICAL,
ALL WOF4< SHALL CONFORM TO CONCRETE SECTIONS OF THE 2010 FBC
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PROD N0.:11-064
DATE: 1-22-18
THESN DRAWINCS AM COPY-
RICHTBD DY NDNSIGN
MANACNMNNT. LLC, 2017
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THS USB OF
THNSB DOCUMENTS TO TIM
ORIGINAL SITE OR PURPOSE FOR
WHICH TIINY WERN PRNPARND.
REPRODUCTIONS, CIOANCBS, OR
ASSIGNMENTS AM STRICTLY
PROHIBITED.
DRAWN: AE
CHECK: AE
> NEW 5HEET
l\_', " � " , j
LAYOUT AND ROUTINC-c OF UNDERGROUND SANITARY LINES, ABOVE
GRADE SANITARY LINES, ABOVE GRADE VENT LINES, ABOVE C;RADE
SUPPLY LINES AND ALL OTHER CONFIGURATION OF ANY AND ALL
PLUMPING -i PIPING IS THE RESPONSIBILITY OF THE MASTER PLUMGER
SECURING THE PLUMPINC, PERMIT. PROVIDF AS PUILT DRAWINGS TO
THE OWNER AT COMPLETION Or PROJECT.
FLUM 1NG- NO-rEs
1 ALL SUPPLY PIPING SHALL BE CPUC ABOVE SLAf5 FED FROM ABOVE
ABOUNDED ALL EXISTING BELOW GRADE SUPPLY LINE AND SEAL - CAP OFF
2 ALL WASTE PIPING SHALL BE SCH 40 PVC WITH SOLVENT WELDS.
3 ALL WATER CLOSETS SHALL BE ELOGATED BOWLS.
ALL LAVATORIES ARE SELF RIMMING TYPE UNLE55 OWNER NOTIFIES OTHERWISE
ALL WATER CLOSETS AND LAYS SHALL BE PRICED FOR COLORED UNITS.
ALL FAUCETS SHALL Bar DELTA BRAND OR EQUAL UNLESS APPROVED BY OWNER OTHERWISE
4 ALL HOSE 5I55, FAUCETS AND SHOWER HEADS SHALL HAVE FLOW RE5TRICTORS
PER CODE.
S ALL WATER CL05ET5 SHALL BE WATER SAVING TYPE PER CODE Ifo GPF.
6 PRE55URE TESTS SHALL 8E FOR MINIMUM OF 4 HOURS AT 150 PSI WITH 2 PSI L055 MAX..
-f CONFIRM ALL SUPPLY LINES TO CBE CAPPED- DO NOT CAP BELOW GRADE UNLESS
BOTH ENDS OF THE LOOP ARE CAPPED
8 INSULATE ALL SUPPLY PIPING IN ROOMS THAT ARE UNCONDITIONED.
9 MIN SLOPE ON DRAIN LINES 15 1/0"/FT
10 OWNER SHALL SELECT AND APPROVE ALL FIXTURES PRIOR TO BID.
11 INCLUDE CONNECTION OF DISHWASHER AND ICE LINE IN BASE BID
FLUM51NG� FIXTURE 5GPEDULE=
ITEM
FIXTURE
DESCRIPTION
0
VITEREOUS CHINA, ELONGATED, TANK TYPE,
WC
WATER CLOSET
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SELECTION BY BUILDER
50 GALLON - INSTALL PER ALL CURRENT FE3C-P 2014 REGO
WH
WATER HEATER
SELECTION BY BUILDER
WB
WASHER BOX
WASHER CONNECTION BOX
CO
GRADE CLEANOUT
PVC
SELECTION BY OWNER
GD
GARBAGE DISP
14/MV
SHOWER HEAD 4 MV
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VALVE, ANTI -SCALD SHOWER HEAD W/ADJU5TA5LE
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FLUM51NG� PLAN
Scale: 1/4"=1'-O"
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RIGHTS RNSTRICTS THE USE OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
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THESE DRAWINGS ARE COPY-
RIGHTWD BY EDNSIGN
MANAGEMENT, W. 2017
THIS COPYRIGHT AND OTHER
RIGHTS RNSTRICTS THE USE OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
IIHICH ?TINY AERN PREP ARND.
REPRODUCTIONS, CHANGNS, OR
ASSIGNMENTS ARE STRICTLY
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DRAWN: AE
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GENERAL HVAC NOTES. ALL WORK SHALL BE IN COMPLIANCE WITH 2014 F.B.C.R 5TH ED, 2014 F.B.C.M. 5TH AND 2014 F.E.C.C. 5TH ED
1, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE,
A MIN, OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2014 F.B.C.M. SEC. (003.1.3
2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND
OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC "OR"
APPROVED TAPES THAT EXTEND NOT LESS THAN I INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART I FOR DUCT BOARD
OR UL I515, PART 1 FOR FLEX. ALL CLOSURES AND INSTALLATIONS SHALL BE INSTALLED AS PER 2014 F.M.C.M. CHAPTER 6, SEC. 603
ALL THRU-WALL, FLOOR 4 CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLA55
DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FARED. AND
ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. " DRAFT 2014 F.S.R.S. MECHANICAL VOLUME".
3. ALL REGISTERS, GRILLES 4 DIFFUSERS MUST 5F TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR
OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDE IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER.
4. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN
PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES.
5. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL F.B.G.M. 2014 CHAPTER 5, SEG, 501.4
6. ENCLOSED SUPPORT PLATFORMS SHALL 13E CONSTRUCTED IN ACCORDANCE TO F.P.G M. 2014 CHAPTER 6.
-i. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED.
"EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO MORE THAN 4 PERCENT OF FLOOR SPACE. F.B.C.M. 2014 CHAPTER 4.
S. ALL EXHAUSTED BATHROOMS, CLOSETS 4 STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD
FOR MAKE UP AIR TO 13E RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2014 CHAPTER 6, SEG. 601.4
9. NOT USED
10. NOT U5ED
11. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF SENSIBLE HEAT REMOVAL
MUST 5E EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY 5Y5TEM NOT
INSTALLED ACCORDING TO PLANS.
12. IF HVAC EQUIPMENT OTHER THAN SPECIFIED 13Y DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL
MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER.
THE HVAC DESIGNER WILL NOT BE RE5PON5I5LE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS.
13. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2014 F.B.C.-M. AND F.F3C.-E..C. 2014.
SEE GENERAL HVAC NOTES:
VERIDICAL FLOW AIR HANDLING UNIT
GENERAL HVAC DETAIL
CONDITION AREA - �� N.T.S.
ATTIC OR UNCONDITIONED AREA
ALL SUPPLY AND RETURNS MUST BE
MIN. R-8, 1 1/2" FIBERGLASS DUCT
OR FLEX IN ATTIC OR UNCOND. SPACE
IN CONDITION SPACE MIN. R-8, 1 INCH.
ROOF
SUPPLY
AIR
INTERIOR WALL
EXTERIOR WALL
REFRIGERANT LINES TO
CONDENSING UNIT
CONDENSATE LINE
R AIRRN
NATIONAL ELECTRIC CODE
WALL WALL MOUNTED DISCONNECT WALL
_ U 1A c.U.-a
G.U.-I
DISCONNECT Tj
COND. I
C.U.-2
"NATIONAL ELECTRIC CODE"
CONDITION 1) EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE OR
GROUNDED PARTS ON THE OTHER SIDE OF THE W I;4<ING SPACE,
OR EXPOSED LIVE PARTS ON HOTH SIDES EFFECTIVELY GUARDED
BY SUITAE3LE WOOD OR OTHER INSULATING MATERIALS. INSULATED
WIRE OR INSULATED 13U5-5AR5 OPERATING AT NOT OVER 300
VOLTS TO GROUND SHALL NOT 5E CON5IDER-D LIVE PARTS.
CONDITION 2) EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED
PARTS ON THE OTHER SIDE. CONCRETE, BRICK, oR TILE WALLS
SHALL SE CONSIDERED AS GROUNDED.
CONDITION 3) EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK
SPACE (NOT GUARDED AS PROVIDED IN CONDITION 1) WITH THE
s OPERATOR BETWEEN.
NOTE: MUST ALSO HAVE 30" CLEARANCE FROM THE
FRONT OF ELECTRICAL ACCESS PANEL
HVAC <E *' FLAN NOTES 4 LEGEND
I.
AHU
.............
2.
CU
O
3.
RETURN AIR DUCT
.400.0.4......
4.
SIDE WALL RETURN AIR COR TRANSFER) AIR GRILL
SWRA I
-
5.
CEILING DIFFUSER
o Iq
6.
RETURN AIR GRILL
F"a
1.
SUPPLY FLEX DUCT REINF 5PRIAL - CONNECT TO EXISTING MAIN TRUNK OR MIXING BOX
A
W�� Ga
8.
EXHUAST FAN - DUCTED TO ROOF
®
EXR
9.
MAIN TRUNK - 1=G DUCT BOARD OR REINF SPIRAL
10.
DIGITAL THERMOSTAT
QO
11.
MIXING PDX
12.
CONSTRUCT WOOD PLATFORM- VERIFY MIN SIZE WITH AHU MANF AND AC
B
13.
&x3.5 24 GA METAL DRYER DUCT TO ROOF WITH RAIN CAP
14.
VERIFY MIN CONCRETE SLAB SIZE
15.
EXTEND .METAL DUCT FOR EXHAUST FAN 15T FLOOR TO ROOF OR THRU WALL
k4VAC NOTES
I DUCT DESIGN, AND CONFIGURATION IS FOR GENERAL LAYOUT PURPOSES
ONLY.
2 MECH. CONTRACTOR DESIGN DEPT TO SIZE UNIT(5), DUCTS, GRILLS, AND ALL OTHER COMPONENTS
3 THE MECHANICAL CONTRACTOR SHALL PREPARE FINAL SHOP DRAWINGS ON
AC DUCT SIZE AND CONFIGURATION AND SHALL SUBMIT THEM TO THE ARCHITECT FOR APPROVAL.
ALL DUCT SIZING AND CONFIGURATION SELECTION SHALL BE PER
LATEST EDITION OF ASHRE STANDARDS.
4 A/C EQUIPMENT SHALL BE RATED AS REQUIRED TO COMPLY
WITH THE ENERGY CODE.
5 ALL DUCTS SHALL F3E INSULATED PER I=BC MECH 2014 CODE MINIMUM
6 ALL T5TAT5 SHALL BE PROGRAMAPLE TYPE
I ALL A/C EQUIPMENT 5HALL HAVE MINIMUM CLEARANCE AS REQUIRED PY CODE
8 BASE PID SHALL 15E TRANI= OR CARRIER EQUPMENT/ SPLIT SYSTEM/ HEAT PUMPS OR EaUAL
9 ALL REGISTERS AND GRILLS SHALL BE WHITE OR OF COLOR TO MATCH
EXISTING WITH VOLUME DAMPERS AND OPERABLE VANES.
10 HVAC SUB TO SUBMIT FOR SEPARATE HVAC PERMIT FROM THE AHJ -PROVIDE GC AND
ARCHITECT WITH COPY OF ALL DOCS, PLANS, AND SPECIFICATIONS SUF3MITTED
�-EVAC; FLAN
DUCTS MUST BE IN COMPLIANCE WITH CHAPTER 6, 2014 F.B.C.M. SEC. 603
SUPPORTS 5 ft. MAX. DISTANCE
APPROVED HANGER WIRE
MIN. R -S, 1 1/2" FIE3ERGL455 DUCT
��. OR FLEX IN ATTIC OR UNCOND. SPACE
HANGER CHANNELL 1.5 INCH WIDE (min.)
TYPICAL DUCT TRUNK SUPPORT DETAIL
SEE GENERAL HVAC NOTE 0 2
FOR 100% CLOSURES AND INSTALLATIONS
DUCT SUPPORT INTREVALS
HORIZONTAL DUCT - 5FT.
VERTICAL DUCT - 6FT.
TYPICAL SPIN -IN FITTINCx / OR TAP COLLAR
DRAW [SAND FOR INTERIOR LINER
APPROVED HANGER WIRE MIN. R-8, 1 1/2" INSULATED FLEX
SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE
DUCT TRUNK TYPICAL DIFFUSER
IN NO CASE MATERIAL 5UPPORTINCz FLEX DUCT THAT IS IN
DIRECT CONTACT WITH IT MUST BE LESS THAN I J" INCHS WIDE
EXTERIOR LINER 5F -AL SHALL FASTEN TO DUCT TRUNK
AS PER 2014 FLORIDA F31-1ILDING CODE -MECHANICAL
NONMETALLIC DUCTS
ALL DUCT SHALL DE TESTED IN ACCORDANCE WITH UL 181
ALL DUCT SHALL SE LISTED AND LABELED AS CLASS 0 OR CLASS I
ALL DUCT SHALL 5E A MIN OF R-8 INSULATION IN UNCONDITION AREAS
5C -ale` 1/4"=I' -O"
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PROJ NO.:1-I-064
DATE: 1-22-15
THESE DRAWINGS ARE copy-
OPYRIGH'T'ED BY EDESIGN
RIGHTED
MANAGEMENT, Lt C, 2017
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE 010'
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
WHICH THEY HERE PREPARED.
HSYRODUCTIONS, CHANGES, OR
A5SIGNMEN7'S ARE STRICTLY
PROHIBITED.
DRAWN: AE
CHECK.• AE
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