598 TIMBER BRIDGE LN - ARCH DRAWINGS TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
February 9,2016
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AR 96730
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C1 Cover Sheet - Index of Drawings
GN1 General Notes DETAIL NUMBER DETAIL NUMBER & AND FLR. FLOOR SQUAREINCH
LU co EQUAL FND. FOUNDATION PSL PARALLEL STRAND
> 0 --- DRAWING NUMBER DRAWING NUMBER N41i 0 C�
LU AT F.P. FIREPLACE LUMBER
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SLAB LAYOUTS BUILDING SECTION DETAIL CALL-OUT 00 C)
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ABV. ABOVE FT. FEET P.T. PRESSURE TREATED 00
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DETAIL NUMBER DETAIL NUMBER AD]. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD
3: 0
LU A1.82 Slab Layout for Coastal (Atlantic Beach)
> Ce A1.N Slab Notes, Schedules, and Details DRAWING NUMBER DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER
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LU -CENTER LINE GFI GROUND FAULT RAD. RADIUS Z
p: LU A2.82 Floor Plan and Notes for Coastal (Atlantic Beach)
U Q < A2.N Floor Plan Notes, Schedules, and Details B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR
0 -ELEVATION MARKER SPANISH TILE BD. BOARD
0- GL GLASS REINF. REINFORCING
tu- SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM
SLAB RECESS BOTT. BOTTOM
R.O. ROUGH OPENING
EXTERIOR ELEVATIONS 7�7 SIDING BR. BRICK
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LU U_ HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL
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0 < A5.1.82 Rear &Side Elevations and Roof Slope Plan for Coastal (Atlantic Beach) INTERIOR WALL (NON-BEARING) STUCCO FINISH CALC. CALCULATIONS HGT. / HT. HEIGHT
ne A5.2.82 Exterior Elevation Details for Coastal (Atlantic Beach) C.I. CONTROL JOINT HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET
0 CMU MASONRY WALL EARTH CL CENTER LINE
CY- U_ SGL SINGLE
L LU CLG CEILING
0 0 GABLE END WALL INSULATION
0- _j Cmu CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET
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0 0 0- Building Sections for Coastal (Atlantic Beach) DROPPED SOFFIT PRE-CAST LINTEL/ HEADER COL. COLUMN
SL. SLIDER
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m LU
< X SPECS SPECIFICATIONS
CY- CONC. CONCRETE KS KNEE SPACE
P-1 LU S. PROFFITT
U_ (D CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR
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U�O LAV LAVATORY STD. STANDARD
Ce En DB. DOOR BELL
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LU LDRY LAUNDRY STL. STEEL
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< > DECO. DECORATIVE 22X34 SCALE AS NOTED
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DIA. DIAMETER
LU U) MAX MAXIMUM TEMP. TEMPERED
Q U) DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE
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u, 4 U EN Electrical Schedules & Notes DOOR MIL. MILLIMETER T.0.B.B. TOP OF BOND BEAM
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S� 0 D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM
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LU Ca U DW DISHWASHER MLDG. MOLDING TYP. TYPICAL
STANDARD NOTES & DETAILS
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LU M U) DRAWING M.P.H� MILES PER HOUR
D3 Standard Notes & Details
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>_ D8 Standard Notes & Details
ca ca LU E.E. EACH END
N.T.S. NOT TO SCALE OTHERWISE
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21- = -% LU EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO
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LU U F- ENCL. ENCLOSURE
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W.W.M. WELDED WIRE MESH
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Uj ABBREVIATION FULL NAME ELEVATION CODE
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PROJECT NAME
SINGLE FAMILY RESIDENCE GROUP R3 WIL. WILLIAMSBURG 07
PRO. PROVINCIAL 08
cz� < ATLANTIC BEACH
LU ONE: STORY FRAME BUILDING TYPE: V - B
CHA. CHATEAU 09
HERITAGE
LU DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II VER. VERSAILLES 10
< LU CLA. CLASSIC 18
U) LU 5TH EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 DUVAL COUNTY
U_ Ln MED. MEDITERRANEAN 19
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LO 0 TBINUMBER 170
HER. HERITAGE 22
Ln 0 F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B CMN. CIMMARON 28
U r2 CFT. CRAFTSMAN 31 MODEL
;% F.B.C. 5TH EDITION (2014) ENERGY
CD
Ln Ce Uj ENCLOSED BUILDING MSN. MISSION 30
F- 6- m: ANASTASIA
2E CONSERVATIJON SCL. SPANISH COLONIAL 32
110 LU INTERNAL PRESSURE COEF. +. 18/-. 18
,--I m: ;m BOR. BORDEAUX 33
C) LU < ELEVATION NAME
LU U_ BRO. BROUGHAM 39 LIJ
C�4 (D U F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS & DOORS SEE FLOOR D"
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C3 F.B.C. 5TH EDITION (2014) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES REN. RENAISSANCE 40 FILE COPY V) ALL
LU VIE. VIENNA 41
NATIONAL ELECTRIC CODE 2011 (NFPA 70) 0
THIS DRAWING AND DESIGN IS VALID TUS. TUSCAN 44
20, -- -- -,dW. -
- N.F.P.A. 1012014 CLS. CALAIS 46
FOR 12 MONTHS AFTER THE DATE IT RZOEWED F*R CODE COMPLIANCE <
U_ '7; 3: V I SHEET NUMBER
�) "a' CAR. CAROLINA 48
LU ASCE 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE CM OF ATLAWIC MCH I
ITV. ITALIAN VILLA 58 4
1. NN KOM FOR ADDITIONAL
FENA RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 AM CONDITIONS
tJ 23 FJJANM
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< U F- 0 ERIAL NUMBER 1014.1
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TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION DPAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF D?N7 OF CERPF?ITIPN BELOW.
WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE �,-� '?
� u IN`
U AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, L.- 2,U
a SECTION R318 PROTECTION AGAINST TER14ITES SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE OF I
PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE
co
(g)u_j OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED.
0 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND
ce 3
F__4 SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS,
ce ca DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
0 TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL
u DEPARTMENT OF AGRICULTURE AND CONS JMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE
PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. MANUEL GONZALEZ,AIA
NOTE: AR 96730
METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR.
OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT
C) APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY
;E REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY
0 2) PRESSURE TREATED LUMBER THAT F AS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD.
1-1 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. In
Ln NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION
m Ln E-u OF THESE WALLS.
0 �j! = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS cu
Lu ce
Ln Lu 0 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX.
n CL ce ill
STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 1(
ce- m kn
0 uj
U-
tz CAST IN PLACE CONCRETE FIELD REPAIR NOTES O/C WITH SINGLE TOP AND BOTTOM PLATE.
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND C�$
Lu cx� GLASS BLOCK 6,
a- 3:: A SLUMP OF 5" 1. MISSED "I" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/21, DIA. EPDXY ANCHORS 711
MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS
0 WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS
" Lu < 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO
Lu ca i RECOMMENDATIONS, SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS.
> 0 ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS.
Lu rn U
0 Lu 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT, DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE
0 AND CONTAIN AT LEAST ONE CROSS WIRE VVITHIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION 00
;z -4;4 1?
< PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS, ASSURE 0 1" to 00
APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH
0 3: 0 THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND
Lu POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE
Cie USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO Ej
E� Lu 2_4 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH
0 > 0 MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND.
Lu 5. HORIZONTAL FOOTING BARS SHALL BE 13ENT 25" AROUND CORNERS OR CORNER BARS WITH A El
i:G 0 1:�-, 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF
U) 0 25" LAP SHALL BE PROVIDED.
THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO C)
Lu 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO
W-14 Z
4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON
7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL
c.Y- Lu PLYWOOD PANELS.
u Ln LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY
0 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL)OINTS TO BE LAPPED MIN. 6" AND 11 "N
!�! m U) BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW, IF GIRDER TRUSS CONNECTIONS ARE MISSE
ru SEALED UNDER SLAB ON GRADE. D CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS.
CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION.
9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 k6 X W1.4 X W1.4 WELDED WIRE MESH PLACED tft"
OUTDOOR KITCHENS
;m AT MID DEPTH ON 6 MIL. VAPOR BARRIER DN 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH "N" -,!�
uj Lu STRUCTURAL DESIGN CRITERIA
< MAY BE USED ILO WWM, WHEN FIBER MES I MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE.
F-1 C
LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE
C:) FBCR 2010 R506.2.5). C 04
40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR
UJ RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED El
F- = 10. WHEN THREE OR MORE BARS ARE REQ'D., THE BARS SHALL BE HELD IN PLACE AND GRILLS OR COOKTOPS.
C) ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF
ce 40 PSF
0 STAIRS ANCHORAGE
U_ REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH:
LU
0 __j 20 PSF
0 a_ ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM.
U Ce In
Lu 0 U) SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF
j:e u 21 CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL
< C)e 0 BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE
a_ STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING
m 0 cn 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY
m ADDITIONAL CROSS- REINFORCING TIED T FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED
m: LU
ce ct� WHERE PERMITTED SHALL BE THE FOLLOWI�G MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT
Lj 1-4 Lu
U- CO DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 34 INCH AND
2� 0 FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA, OR 25" MIN. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA H SHALL BE CHECKED BY
0 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
ce ch FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO.
Lu Ce ALL REINFORCING BARS ASTM A615-60 60,000 PSI A. BARLEY
LU TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN
0- ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI
>- ce WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF 3/8 INCH IN DIAMETER. SCALE
2;-- Lu
ED < > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS
--1 0 --1 -
j _1 I- CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI
0 < 1. HOLLOW LOAD BEARING UNITS SHALL B - NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F.
1.- 0 = TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI).
L U-i UNITS: DURING CONSTRUCTION
0 U) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. H.V.A.C. NOTES
0 ce, STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD SHEET DATE
d 0 3. COARSE GROUT SHALL CONFORM TO AS M C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE:
kn t5 STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
Lu AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION
o ce 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO
8� 0 WITH COARSE GROUT.
>- Q FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE
Lu ca U 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C.
FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24)
MAXIMUM SPACING OF 192 BAR DIAMETERS, REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL.
Lu M U)
(n 0 OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB ELECTRICAL NOTES
Lu 6. REINFORCING STEEL SHALL BE LAPPED A, MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE)
ca Lu THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK.
ca m: OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.OE U.N.O. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTIS ATTENTION PRIOR
in W BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP
Lu < 7. GROUT STOPS SHALL BE PROVIDED BELO WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK, DO NOT SCALE ELECTRICAL DRAWINGS,
-N U-1 OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF SET REVISION INFO
FELT PAPER AS A STOP IS PROHIBITED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
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ce, Lu 7P. SHALL BE CONTINUOUS AND SHALL LAP A PIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES.
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V) WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO
Fa- d 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION
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(D Lu 0 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD GENERAL
LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.
u FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2
Lu
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WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS.
< LU 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF
Lu -> u
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2-W PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
ULU) < TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12
Lu V) < (n I
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0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED.
U-j
af AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST,CORROSION. FOR EXAMPLE1 ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL
ce < ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS, ALL
0 Lu DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR
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u-i m 0 OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR )
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< =) 0 Lu STRUCTURAL STEEL
U U) Lu ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL
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2-- 0 uj GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTP1 A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS.
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STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND
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M LU < FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL
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uj WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER
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5 IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF, IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS.
=3 L< C21 m: INSTALL SOFFITS PER FBCR R703.1.3 AND R616.
u DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE
Lu CD Lu
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PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY OF
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MANUEL GONZALEZ,AIA
FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. AR 96730
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. ...... .....
ca ... ...
c e- 2;-,
.............
. ..... ac
0 Ui --j p__4
2
LL.
2L
`2 �_4 A
r- 0 G) G) I*-
-),L FLASHING
ui ce
.............. ... DO NOT FLASH
Lu < OVER BOTTOM
Lu = CD ........... CORNER
............
> F-- 0 NAILING FLANGE
PATCH U
Lu
Lu ...........
0
...............
z
F- .......... 00 El
N DTES:
C-4
0
1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE <�
Lu
ce- ........... in 0
(MIN. 6" WIDE). CONFORMING TO AAMA 771-07
Lu
0 > 0 FLASHING
FLASHING
...........
2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF
..........
F-
WINDOW SILL PLATE.
LU e-,
... ..........
NOTES:
< Z7. . l:w'.*'.'x".".'.*';'.*
Lu 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS.
0� Lu 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2
Lu 0 CONFORMING TO AAMA 711-07 4 INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED
CL
tu- 0� z BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07
...........
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
>
u.j m LLJ
3. MECHANICALLY FASTEN AS NECESSARY 0
< ..............
C)e PRE-CAST SILL El C)
C)
LU LL_
(EXT�-2
< (ExT__,� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL TYPICAL WINDOW FLASHING DETAIL
NOTE: CLEAN OFF
0 (EXT-2) ANY DEBRIS
U- N.T.S. (EXT"l) �3 N.T.S.
0 Lu OPTION - A STUCCO RAKE JOINT AT WINDOW BEFORE APPLYING
0 il. _j ANY SEALANTS.
U ce cn — a
Lu C) TERIOR PERIMETER CAULKING
I:e- u
ce 0
611 FLASHING OW TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED
z Lu TRUCTURE AS DESCRIBED PER AAMA 200-12
< ce_ CONT. DRIP EDGE ON CT APPROVAL
ce- ............
Lu CANT STRIP M. STRICKLAND
LL. CD ... ACROSS DOOR HEAD
z
TO DIVERT PAIN WALL PER PLAN
WALL AS
u�0 m SILL PLATE WALL PER PLAN
...........
REQUIRE
0. SWAFFORD
LU Fl- r
7
ce SCALE
............
Z Ui
SEE NOTE #2 RAIN DRIP
C13 < > REGLET 22 X 34 SCALE AS NOTED
0 - EXTERIOR
3. INSTALL BUCK. PROVIDE
< DOOR LIQUID APPLIED FLASHING 11X17 = 1/2 NOTED SCALE
M
Lu (n WALL SHEATHING
U- U) EXTERIOR OR CONTINUOUS SEALANT
0 0 ui:ej WITH WEATHER WINDOW P.T. WOOD BUCK SET IN T MASONRY SIDE OF SHEET DATE
d 0 RESISTIVE BARRIER CONTINUOUS BEAD OF BUCK PRIOR TO
�g b INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION.
CL 0 <4 ON PRODUCT APPROVAL
0 ce P NOTES: SHEET REVISION INFO
ce 0 z NOTE: 4. SEAL ALL JOINTS (BUCK
a_ >- 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) DRYWALL TO BUCK AND BUCK TO
LU CC, U CONFORMING TO AAMA 711-07
THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH
F- 0 (n -
'_' Lu M Ln DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: CONTINUOUS SEALANT.
�5'j Ln 0 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS ARE TO LKED
=) F__l z ABOVE THEM AND DOORS THAT HAVE A S:COND
< Lu Ln STORY WALL ABOVE THEM. TO WALL & WINDOW F ULKED 5. PROVIDE A LIQUID
ca Lu 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND EXT P RI ETER APPLIED FLASHING OR
ED SELF-ADHERING FLASHING
= Lu TO BUCK (INTERIOR FACE SET REVISION INFO
U) w V)
0 Ln _j LU ""'OFING AT EXTERIOR DOOR EXTERIOR WINDOW CAL WINDO TO REMAIN UNSEALED).
WATERPRO
Lu
6. INSTALL WINDOW.
B SEALANT DET
CD EXTERIOR OPENING OR BEAM rExT_-6� HEAD DRIP DETAIL. (ExT_7� HEAD DRIP DETAIL (ExT 8
ce U) >-
ce rExT-5
ce LU 3 PROVIDE A CONTINUOUS
2'_ 0 >
�3N.T.S. (EXT-5) �'�3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) (EXT-8) SEALANT TO ALL FLANGES
3: En 0 S.
OF WINDOW EXCEPT AT
U=, SILL (PROVIDE 2- MIN GAP SHEET DESCRIPTION
Ln 5
EACH END).
V) Lu in 5
Lu C) STANDARD
U
7. PROVIDE CONTINUOUS
NOTES & DETAILS
�3 CL SEALANT AT INTERIOR AND
0 < LU 0 EXTERIOR. REFER TO
Lu - > u
f_ U) < AAMA STANDARDS FOR
2w z C�3 PT WD BUCK
Lu z STUCCO ON 8" CONC BLOCK WALL INSTALLATION STEPS.
Lu U) W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL
U=) AIN. 30" OVERLAP. ALTERNATE PROJECT NAME
nOK BAR DIRECTION (SEE CHART
< TKIM WALL PER PLAN NOTE: CLEAN OFF
0 Lu ANY DEBRIS
ig: �� BEFORE APPLYING
s LE
1:9 um 9 ANY SEALANTS.
< p ca
HEIGHT FOUND
U) Lu KI
Lu SIZE (W x D) b
LOT/BLOCK
WI S TO BE INSTALLED
L'u 0
0- 01-01T to 41-off 21-0"x l'-4" (2) #5's CONT. 56"o.c.
0 m 0 PER 200-12
m 0 41. 41-111 to 61-01, 21-6"x 11-411 (3) #51s CONT. 48"o.c. TBI NUMBER
0
u 0 61-111 to 81-011 31-21'x V-4" (4) #5's CONT.1 32"o.c. LF�AS MODEL
T
6 HING STEP OR
< EA) a
a CONTINUOUS
0 :' ag GRADE
Lu FLASHI FLASHING
ALL
_T I
Lu
2: Lu G 6" PAST
Lu LL < I I
El I I ELEVATION NAME
(D LU u- DGE OF ROOF ROOF PER PLAN
2w I I I
Lu 0 PAVERS AT LANAI
ALL
'd I AREAS, TYP. PLAN VIEW
< ------L
Lu
F- u
0
z
AND SHEET NUMBER
LU �_ -rypiCAL ROO TO
CUD
L NTINFO TYPICAL CMU
F- u=3
R WALL FLASHII�\IIIG DETAIL
b og 2: IVACY WALL (STE (ExT
W CO W rEXT-4 WINDOW FLASHING DETAIL D3
t5j b-4 � _j ��j SCALE: 3/4" = l'-O" N.T.S. D3 N.T.S. (EXT-4)
-- __j U- (EXT-9) (EXT-11)
0 0 u-
u 0 ERIAL NUMBER 1009
TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICrED ON THIS
ROOFING PER CONTRACT ON (2) DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
u LAYERS OF 7/16" SHEATHING 44� 'c
(CONTRACTOR TO PROVIDE PRODUCT
APPROVAL FOR ROOFING SYSTEM) SEE PLAN
LU
0 2 X 6 W/ 2" DIA.
673
ROUND VENT @
ca
O.C.
24
00
METAL DRIP MANUEL GO"N'ZALEZ,AIA
EDGE AR 96730
CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA
ZW- LL_
0
CEILING INSULATION
(SEE ENERGY CALCS.)
2X6 RAFTER TAIL
SOFFIT LEGEND N.T.S. 11 O.C.
2� @ 24 1/2" RIGID GYPSUM BOARD
0
DBL. 2x SYP. WD. 5u
tN 05 01- 3/8" CEMENTITIOUS
ce TOP PLATE con a�
SOFFIT
00
2x SYP. #2 WD. STUDS w "2
0 Lu
U- FINISH MATERIAL in' @ 16" O.C., TYP.
0 rz hh
PER ELEVATION
u.j
0- WALL INSULATION
9 1 X 6 HEAD TRIM (SEE ENERGY CALCS.)
LU co
> 0 0
Lu r-n 2x SYP. #2 WD. HEADER
Lu
-SEE SCHEDULE
0 0 00
SCHEDULED WINDOW
Lu BACKER ROD to
C.J� Ln (SEE FLOOR PLAN) E3 <=
> 11
J Lu 2_4 AND SEALANT ���WINDOW ATTACHMENT F-41
0 > 0 El
COMPLIANT W/ FBC-R c*0
5/4" SILL l:Lq 0 4
Ln 19.
0 �- 2x SYP. #2 WD. STUDS @ C
Lu < 1 X 6 APRON
16" O.C., TYP. R w z
EXTERIOR STRUCTURAL a�
pe Lu ,-...i�� -!!�
cQ < SHEATHING AS REQUIRED WALL INSULATION
77L
L,u 2 Ln BY FRAMING DETAILS (SEE ENERGY CALCS) -4
Lu
3: R2 WATER RESISTANT BARRIER
>- >- 'In
LU ;Z LU (2 LAYERS REQUIRED) CONNECT WALL PER
POLYETHYLENE HOUSE WRAP FRAMING DETAILS C)
00 OR APPROVED EQUAL SYSTEM
04 c1l
UJ U- _J FINISHED BASE MOULDING El
2x SILL PLATE
3/4" GYPCRETE (OPTIONAL)
o
U- 2x RIBBON FASTENED TOP OF
a- Lu TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR
02 a- --i
U C)� ca TRUSS ENGINEERING TR,SS
w C) (n
ce- u �_w
< 0 ROOFING PER CONTRACT ON (2)
000- LAYERS OF 7/16" SHEATHING
m U) I DRAWN BY
< m: LU (CONTRACTOR TO PROVIDE PRODUCT
cle <
ce APPROVAL FOR ROOFING SYSTEM) SEE PLAN >
1-4 U-j D. KRAMER
U- C13 //\\IT
;2� 0 WAINSCOT/TRANSITION CHECKED BY
0 -;- -
C" U) < 2 X 6 W/ 2" DIA.
Lu Ce 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE
Lu ROUND VENT @
0- TO FLOOR TRUSSES REQUIRED OVER GARAGE
24" O.C. SCALE
0 >- af PER TRUSS ENGINEER (SEE ENERGY CALCS)
Ce ;Z LU
co < > 22 X 34 SCALE AS NOTED
METAL DRIP
0 --J
DBL. 2x SYP. WD. TOP PLATE
EDGE
0 1 lIX17 = 1/2 NOTED SCALE
" n 1/2" RIGID GYPSUM BOARD
Lu 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR
V)
0 0 TRUSSES (VERIFY W/ TRUSS SHEET DATE
\—CEILING INSULA�ION ENGINEER FOR TRUSS LAYOUT)
(SEE ENERGY CALCS.)
elf R.) b
U,
2X6 RAFTER TAIL
0 ce 1/2" GYPSUM SHEET REVISION INFO
0 5- @ 24" O.C. 1/2" RIGID GYPSUM BOARD
WALLBOARD ON STUDS
0
LU En U DBL. 2x SYP. WD. W/ WALL INSULATION
3/8" CEMENTITIOUS
U) TOP PLATE (SEE ENERGY CALCS)
Ju M U) SOFFIT 1 X 6 HEAD TRIM
2x SYP. #2 WD. STUDS
< IV
U) 0
Lu 2-- FINISH MATERIAL @ 16" O.C., TYP.
co Lu PER ELEVATION
HEADER , SEE FRAMING
WALL INSULATION
Lu <
Lu 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) PLAN FOR SIZE AND DEPTH
SET REVISION INFO
3: U) w U)
0 (n __j
m < 2x SYP. #2 WD. HEADER
ui u SEE SCHEDULE
C2
< cn
(D ce w
M 0 >
t__4 0 BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW
3: m 0 AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN)
um) SHEET DESCRIPTION
WINDOW A17ACHMENT WINDOW ATTACHMENT
L2u,- U)
(n w 0 M 5/4" SILL COMPLIANT WITH FBC-R 5/4" SILL COMPLIANT WITH FBC-R
Lu 0
u 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON
F_ Lu
>_ E2 STANDARD
ca cx. EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION
Of-, 2_1 EXTERIOR SHEATHING TO
0 < LU 0 BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS
Lu _ > u if
F_ Ln < OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION 2x SYP. #2 WD. STUDS
1'4
< GAP BETWEEN FOUNDATION 1 @ 16" O.C., TYP. GAP BETWEEN FOUNDAT& @ 16" O.C., TYP.
Lu U) < U) AND SHEATHING AND SHEATHING
j:e LU 2x P.T. SILL PLATE 2x P.T. SILL PLATE
CL 0 PROJECT NAME
Lu WATER RESISTANT BARRIER WATER RESISTANT BARRIER
/—CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION
(2 LAYERS REQUIRED) (2 LAYERS REQUIRED)
ce < ;-w PER FRAMING DETAILS PER FRAMING DETAILS
0 POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP
0 OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE
Lu
U SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE
< n FLASHING FLASHING
�=)4 Lu FINISHED BASE MOULDING FINISHED BASE MOULDING
/-6k MAIN Ffl'�L FLOOR r6 MAIN FL111L lOOR
_"�TE_LEV@ -0'--0" LOT/BLOCK
__qq1TE_LEV 01-0"
U) Lu
E zw U-
C:) Lu Lu
0 0 TBINUMBER
m U) 0 u u
o 4" CONC SLAB W/ 4 CONC SLAB W/ MODEL
< VAPOR BARRIER VAPOR BARRIER
0 a ce T.77T.
(n C)e Lu ALL
A .
-M
LU Lu a REFER TO STRUCTURAL REFER TO STRUCTURAL
_N
C�� LU u- a < DRAWINGS FOR DRAWINGS FOR ELEVATION NAME
r�' (D U Lu u- COARSE COUNT &
Z;-, L U 0 COARSE COUNT & FOOTING SIZE
SIZE 4�
Gj 2 4_1 COASTAL
VIDED BY
Lu (PRO
>_ < (PROVIDED BY
<
OTHERS) OTHERS) _M'
u r-
;m 0
Ell (9 F-
(cne CLOU SHEET NUMBER
ra um, a uj
EXTERIOR WALL
< t5 02 TWO-STORY WALL SECTION
Uj
a a SECTION WITH WINDOW 2 D7
.-j , __j u-
1 0 R U- D7 SCALE: 3/4" = 1 -0 D7 SCALE: 3/4" 1 -0.
< u 0 PERIAL NUMBER 1009
L
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
C>
C'4 SET MIRROR 3" FROM SET MIRROR 3" ok
Z7 �4
U-) MIRROR=VANITY -5" DRYER VENT (TYPICAL)
lc� END OFF BACK SPLASH FROM INSIDE CORNER
LU
GAS PIPE (TYPICAL)
0 FOR GAS DRYER ONLY
ce-
ce co [n ol�
---------------
cn
0
u ce 0
COUNTERTOPS (D DRYER VENT (TYPICAL)
0 a� u MANUEL GONZALEZ,AIA
C.Y- ne <
36" HIGH X ct M GAS PIPE (TYPICAL) AR 96730
F__q m: Lu
cn > FOR GAS DRYER ONLY
(VANITY-5") MIRROR Lu 0
U)
OUTLET BOX I I
C) 1�-------------------------- I < �— 1/4" MIRROR DRYER VENT BOX-
o CENTER SIDEWAYS ATTACH PER MFR.
IN BACKSPLASH INSTRUCTIONS
U) 0
U) E-u 1/2" RECESS DRYER VENT BOX-
0 �! = C=l n
Lu ce F—I 1:1 FOR MIRROR ATTACH PER MFR. 5u
Ln Lu 0 INSTRUCTIONS
ce-
ca 2X4 HALF WALL
YORKTOWNIE' P.T
lmc� m . SILL PLATE P.T. SILL PLATE 00
0 Lu
j Oo
U- TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) �t
1= o C-4
0 — p
Lu 0�
CABINET
VANITY MIRROR INSTALLATION INSTRUCTIONS:
u.j 0
> o 1. MI IROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL
LU -n
0 Lu
in 0 -r Cn
2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: 00
oft.— 00
't
< CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP,
T"09
03: 0 tp
Lu NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. Ilk
> COUNTERTOP CANTILEVERS MORE THAN 10"
I Lu 21f, 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED
0 > 0 BEFO�E REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM
LENGTHS PER MANUFACTURER'S SPECIFICATIONS.
1 FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS.
F-
LU <
z
(INT DRYER VENT BOX FOR DRYER ONLY
< ;z- � ___� MASTER BATH MIRROR WOOD TRIM DETAIL (INT-3
KITCHEN HALF WALL DETAIL (,NT-2
U U) < (INT-1 D8� SCALE: 1/2" l'-O" (INT-1) (INT-3) 00
�8 SCALE: 1/2" V-0" D8 ) SCALE: 1/2' 1 -0
2
TILE OR STONE ON 1/211 COMPARE
TOLL APPROVED TILE BACKER (REFER
u.j Lu HARDI BACKER BOARD MANUFACTURER'S
�= 2: TO CONTRACT SPECIFICATIONS) PI-I El U
Cie OVER 3/4" EXT. PLYWOOD DIM OF TUB & 1�0
ci
00 ON 2X4 FRAMING. PUMP LOCATION
Lu U_ __j
__j WALL TILE
<
a
o
ce U- 2X BLOCKING BETWEEN
0- o Lu REFER TO FLOOR PLAN VARIES - SEE PLANS
0 STUDS (3 WALLS) lo
U
UJ C) VARIES BY MODEL 1 ROW OF TILE
ce U
< ce 0 VINYL LINER (3 WA ENDED 5"
0 0 a- - 2X4 @ 16" O.C.
V) UP WALLS 2� DRAWN BY
a Lu
< M cy-0 Lu C
ce ORNER SHELF
P-4 Lu in N
U- % SILIC LANT BETWEEN cy- 0 (1) CERAMIC CORNER M. STRICKLAND
:2� AC WET BED 0 2: SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY
0 >_ FLOOR TILE
U�o J
c LU Ce U) 0. SWAFFORD
Lr) < LL_
LU FLO 0 uj
a- 2E I i-i x 7X LDROP IN TUB x
>- ine y X P.T. THRESHOLD ce- 1 -1 2" SHOWER DRAIN 1714 SCALE
C)e :;w Lu Lu LL:
- LL: 2X4 CRIPPLES
Lu < 22 X 34 SCALE AS NOTED
z;1_7
11X17 1/2 NOTED SCALE
ca < > fit
-ji 0
0 LL_
- 00
Lu TILE AT DOOR SUPPORT UNDER
SHEET DATE
00 , PRO-SLOPE PRO-SLOPE uj ?X4 TO BE P.T.
0 THRESHOLD WHEN IN CONTACT TUB AS REQ. BY
WALL TILE
W/ CONC. MANUFACTURER'S.
LU NER SET IN SEALANT @
0- 09 ADJUSTABLE GE OVER ROOFING FELT PLAN
0 ce- SHOWER D SHEET REVISION INFO
0
0 DROP IN TUB DETAIL
Lu ca U 2" SHO IN (-FR_�33
NOTE: D8 ) SCALE: 3/4" l'-0" (FR-33)
V) 0 (D NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS
::) I.i 2-W
< ui BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS'PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION
ca Lu
co MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL.
Lu
21M, Lu SET REVISION INFO
3: ru M
0 Ln ;� Lmu SHOWER & CURB ON FRAMED OR TANDARD SHOWER SHELF LOCATION
(INT-5� S POST TIED INTO FLOOR
2� f s NT-4) D8 ) SCALE: 1/2" 1 _0 (INT-5) LOW EXTEND TO
< 0- ce co 8 SCALE: 3/4" l'-O"
0 ne Lu BO FLOOR JOISTS.
Po T
L
T
0
I
W
ED
EXIN
TT
E0 FLOO'
ND To
a 0 > Bo* FLOOR JOISTS.
P__4 0 T
3: V) 0 END POS TRATE -
g d =, U SHEET DESCRIPTION
a zLu: U) SUBFLOOR.
U) Lu 0 m
Lu 0 C IL POS STANDARD
U FACE NAIL END POS
Lu
ce BLOCKING. NOTES & DETAILS
ca 0-
0 < U-1 0 2x BLOCKING BETWEEN
u.i - > u
�__ U)
0 FLOOR TRUSS AGAINST
U-i
(n __j < END POST,
LU V) < V) AME
SE t (mn SUB FLOOR. PROJECT N
Lu
"e
"e
0 Lu
u=
Lu
0 Lu
0 r
.2 \��\ / �', LOT/BLOCK
Lu c.
X
U) U-
C)
TBINUMBER
E
Ln 0
rq m MODEL
<R U 0 F-
0 ag
(n ce U,
�- Q_ * ALL
NA
U-i
Q0 m: Lu 5:r FLOOR TRUSS.
Lu U_ ELEVATION NAME
CD 0 U u-
w 0 ALL
con- a
uj
Lu
FILE COPY t
f
a 0
m Q F- SHEET NUMBER
i m �� iu:2) Lmu
>_ Lu LU
m 0
:3:
w <
:e -34 HALF WALL TIE-IN DETAIL
D8
L j C- _j Lj_
_j 0 0 LL- N.T.S. (FR-34)
< u 1— 11 SERIAL NUMBER 1009