1762 ATLANTIC BEACH DR - ARCH DRAWINGD002 TO THE BEST OF W KNOWLEDGE,THE DESIGN!DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT As OF DATE OF CEKIIFICATION BELDW.
a GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES
0
v 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND
Z' USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 24 INCHES IN RESIDENTIAL
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND S COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE
FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Ia
DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO, HE ADDITION OF GRADE.
CL WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT
WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING,
n- EQUIPMENT, ETC. eGoon
m THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. ' f
~ WINDOWS INDICATED WITH (E)OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD
OO CODE W/ RESPECT TO MIN, EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" ,
ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" '4 9673 '
SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE
TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 GENERAL NOTES '
STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND , 4,
z LLL_ SINGLE SWING EXTERIOR DOORSCONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. *
o O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB COREiED
z RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF a CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE
z O 40 PSF STEEL DOORS NOT LESS THAN 1/INCHES (35 MM)THICK OR 20 MINUTE FIRE-RATED DOORS.
Q � cn BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Ovan G. Drummond, AIA
Z En w STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399
O g = ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/
LU cC 20 PSF 2 ROWS OF 10d NAILS AT 10" C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA
to w O ATTIC WITH STORAGE ( )
a- W HABITABLE ATTICS 30 PSF AR 96730
CD SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED).
cc z 30 PSF WIND BORNE DEBRIS REGION Sang-Yub Lee, PE
O w � SLEEPING ROOMS
ILL- O 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328
p H CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE
LU p STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE W
O z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE
01,
w = m REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL w o
LU F- O PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ;, o� 00
LU ALL REINFORCING BARS ASTM A615-60 60,000 PSI 0 N- Ln
= w ALL STIRRUPS AND TIES ASTM A615-60 60 000 PSI p E- +
p O = � GYPSUM WALLBOARD �� �� �� �-�- Z � � �
z x POLYPROPYLENE FIBERS FOR SLABS ON GRAD MINIMUM 1.5 LBS. OF PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALLtt �
Q z FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE V `r N
LU CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPE "S" 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. CC j 00 ^o
w z MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED _ W O "n -i d'
O w O UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. I— in M V
En 0 STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36 000 PSI, U.N.O SHOP AND FIELD `� LD i LL
w~¢ Z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY = _
O SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. r �, Q a o o
Q U WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. SOUTHERN YELLOW PINE(19% M.C.) L„/ w v � 00
v Ly z FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB o O cu m L a
w O Q FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) GLASS BLOCK E 0 00 ¢
w z WALL SHEATHING: PLYWOOD C-C/C-D, EXTERI R OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS Q - E N
CL O1-4 VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. J < V ,
cn GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. -, n
w z z WOOD COLUMNS: PARALLAM 2.0E U.N.O.LU J _, �p 0
qt
H ce WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION O p N
0 p '21 TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH CL
LU u' � TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE
z aPROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH
O BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND.
Ow TOTAL: 40 PSF 50 PSF
STUCCO C-:
to am WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO L_
w O cn SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL ZM ,
w U Z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS.
Q W O LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD.
p O CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ; I
Q LU
WOOD FLOOR DESIGN LOADS:
cCOUTDOOR KITCHENS ; LU
I...., w TRUSSES: DEAD LOAD: 20 PSF �
v w m - ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. m
z LIVE LOAD: 40 PSF W
Z p CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THEUj
a.
TOTAL: 60 PSF
O z FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR
w Ce Q GRILLS OR COOKTOPS. `
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FOUNDATION SITE PREPARATION: ANCHORAGE
C z w / METAL AND-WIRE LATH:
ao ac 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM.
LU
_jO 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING P ESSURE OF 2,500 PSF,
2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL
p = FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE
LL_ cii OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DEN ITY, DETERMINED IN TIED BETWC-E(V SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS.
O p ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE ROTECTION. 3, METAL ANDk,WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q U Q Q
��
cC cn 1- OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST M INCH ANDce
w U 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT G OTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA1�H SHALL BE z ,- J ZW Z
O ceTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO.
°C O z 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 18" INCHES LONG HAVING A HEAD NOT LESS THANCL LU LLI
ao FAILING TO MEET THE GEOTECHNICAL ENGINEERS REQUIREME SHALL BE RECOMPACTED
= m O Y INCH IN DIAMETER.
AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTE BY THE ENGINEER.
!G: L L 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING PACITY,AND THAT THE MIRRORS
j Z \ COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY HE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F.
LU z
m 0c w H.V.A.C. NOTES
cl _jJ °� THESE PLANS_ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z
z = 0 w TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION _
w �
C:) U)_j w SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. w
U. z Fes-- TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED T.RMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE LU
ce m PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. vi ' o
LL w OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL.
z SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE i '
z O p PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SH LL BE ISSUED TO THE BUILDING ELECTRICAL NOTES
O DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
E- w = THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. La a ,
z v cn "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR HE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR
p 4 LU
� w TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND WS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. L, LU ED�
LU in z DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
LU C:> ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL-
z w NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS.
a p 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED
p -CC w OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRUr BREAKERS OR RECEPTACLES.
LU : v APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT.
z z = p 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR D tILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO
ED z PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO I
U.) � � Q THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE
�
LU = z OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH Q
LU p cn O BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.
0:� Q� ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" z
O Lu z W FROM EDGE OF OPENINGS. J
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ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED.
Uj
o w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12
w CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND
z O w SHALL LOCATE METER AND PANEL AS REQUIRED. Q
Z VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS, Z
g z p Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F.
n- En O IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM,
p z BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT LAUNDRY AND OUTDObR AREA,ALL
z LU ¢ 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED PAMPER RESISTANT RECEPTACLES. I
CD- Q O00 ce z THERE ARE NO EXCEPTIONS.
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NUMBER 1014.1
M THE BEST OF W IMWLEDGE,THE AGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLIGIBLE MINIMUM BUILDING
CDDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
—DOOR TAG July 25,2017
C DOOR SCHEDULE
U DOOR CALL-OUT
to TYPE SIZE REMARKS ,
ENTRY DOOR 3'-0" X 8'-0"
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2 O.H. METAL GARAGE DOOR 16'-0" X 7'-0" g
DOOR SELF CLOSING SOLID NOT LESS THAN
'-8" X 8'-0" 13/8"THICK OR 20-MINUTE FIRE-RATED x R 9673
y P
4 HOLLOW CORE DOOR 3'-0" X 8'-0" '
0 5 HOLLOW CORE DOOR 2'-8" X 8'-01' 4
z o6 HOLLOW CORE DOOR 2'-6" X 8'-0"
Q W-1 V) Ovan G. Drummond, AIA
Z(n w 7 HOLLOW CORE DOOR 2'-4" X 8'-0" AR 96399
O � = Manuel Gonzalez, AIA
ui a 0 8 HOLLOW CORE POCKET DOOR 3'-0" X 8'-0" AR 96730
m Sang-Yub Lee, PE
C:> W 9 HOLLOW CORE BI-PASS DOOR 5 -0 X 6 -8 72328
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