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PROJECT INFORMAT1,0N AREA SCHEDULE
LOCATION: 320 BEACH AVENUE NAME COLOR AREA
ATLANTIC BEACH, FLORIDA 32233 LOT AREA 6,648 sq ft.
AREA: LEVEL 1 CONDITIONED SPACE: 11605 SF
LEVEL 2 CONDITIONED S L PACE: 11955 SF MAIN STRUCTURE Eu= 2,227 sq ft.
POOL COPING F 83 sq ft.
TOTAL CONDITIONED SPACE: 3)560 SF DRIVE / WALKWAYS 1 ,000 sq ft.
GARAGE: 585 SF TOTAL IMPERVIOUS SQ FTG 31310 SQ FT
TOTAL BUILDING AREA: 4) 145 SF TOTAL LOT COVERAGE % 49.79%
133. 63 NOTE:
20 -011 92'-1 0 7/8" z 201- 85/8 A FOUNPATION SURVEY
SHALL BE PERFORMEP ANP
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Area 10
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COPYZI(��JT 2015 A.D. LINDLEY TOLE511P-T PE-A)1(�N, INC. ALL P-4�]T-5 NO PAP-T Of T-IJI-L) \\IOP-V- MAY E5E- U-5F- P. IZI-P12-OPUCE-D, PI-5TI2-IE5UT[-P, P6PI-4YI-P 012- OT�IEZVI-51- COMMUNICATE I) IN ANY FOIZM 012- E5Y ANY ME AN-A) \VlTflOUT P12-1012- VIZITTEN CON-�LNT OF LINDLEY TOLE511ZT I I
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TINFORMATION
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LOCATION: 320 BEACH AVENUE
ATLANTIC BEACH, FLORIDA 32233
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AREA: LEVEL 1 CONDITIONED SPACE: 11605 SF
LEVEL 2 CONDITIONED SPACE: 1 ,955 SF
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TOTAL CONDITIONED SPACE: 31560 SF
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GARAGE: 585 SF
TOTAL BUILDING AREA: 41145 SF
133. 63'
NOTE:
SILT FENCE _ SILT FENCE -
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SHALL BE PERFORMED AND
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SHALL BE ON THE SITE
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INSPECTOR'S USE PRIOR TO
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ROLL OFF DUMPSTER ALTERNATIVELY, ALL
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LI, I WELL AS CAN B E DETERMINED FROM THE
FLOOD INSURANC E
RATE MAP No. 1203100409, RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY FLORIDA.
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REVISED JUNE 3 2013 FOR DUVAL COUNTY,
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PACM PALM 14. - "C` 4 WOOD FENCE
14
(132.20' FIELD) PACM PALM PALM PALM
THIRD STREET I
40' RIGHT OF WAY
NOTES: PAVED PUBLIC ROAD N�\v
1. THIS IS A BOUNDARY SURVEY WITH TREE LOCATION.
2. NORTH PROTRACTED CITY MAP. i--iOMC
3. INTERIOR ANGLES ARE AS FOLLOWS:
A: 90'00'00" AREA SCHEDULE 32-0B: 88'25'47" NAME COLOR AREA /
C: 91'34'13° LO T WAIN R, 8,648 sq R. v �Eac�l ave
D: 90'0000" MAIN-STRUCTURE .-_- ^..,^ 2.247 sq ft.
4. NO BUILDING RESTRICTION LINES PER PLAT. CONCRETE AREAS 1,166 sq a.
TOTAL IMPERVIOUS 50 FTG _3,413 SQ FT ATL4MTtG l�/L.taCfl ��
TOTAL LOT COVERAGE'F, 51.34'/. NORTH 32233
THE PROPERTY SHOWN HEREON APPEARS TO SC ALE: 1�� = 10'
LIE IN FLOOD ZONE "X" (AREA OUTSIDE OF ORIGINAL
THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WERvIOL6
WELL AS CAN BE DETERMINED FROM THE LOT 1, BLOCK 25, SUBDIVISION "A" ATLANTIC BEACH AS CALCL�A ION
FLOOD INSURANCE RATE MAP No. 12031C0409, RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT T
REVISED JUNE 3 2013 FOR DUVAL COUNTY, PUBLIC RECORDS OF DUVAL COUNTY FLORIDA.
FLORIDA. �1TL-
COPY12414206AD
LT'bLIlY TOLBc.RT Qr-4<I NC. ALL WJOIT6 21s.5tz2V1_D.No P4RT of TA5\V024 MAY BL U. D.2r;P ZORCLP.PV)TQeuI oI.SPL.AYG.D o2 oTLL2v/u)L coW4Ac4Tc D N ANY FoR9 o2 by ANY WANs\\ATLOUT P2102\vRfTTLN CON--z-NT of LNDLEY ToLe 2T 1211 15 r1 NC.
BUILDER:
Bosco
SUBDIVISION:
LOT NUMBER:
320 Beach Ave.
MODEL:
Custom
FILE COPY DESIGNED/CHECKED:
EAC/DB
TRUETRUSS
A DM3IION OF
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ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX
TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE 00 03-12-2015
, FL, 32224-904.821.52
I
GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3X2 AND 4x2 PARALLEL CHORD TRUSSES
Trusses are not marked in any way to identify the Los trusses no estin marcados de nini mode qua RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS mwwAs DE LA-rNsTALAa6N DE LOS TRUSSES RESTRICC16N YARRIOSTRE PARA TRUSSES DE CUERDASPARALELAS 3X.2Y4X2
e I� I
frequency or location of temporary lateral restraint identifiquelafrecuencia olocaleaddri derestricci6rilateral 10' fln)or onal bracing Repeat iliagonal bracing
and diagonal bracing.Follow the recommendations y arriostre diagonal temporates.Use las recromendardones, (S)
DONT overload the crane. 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.4)Set next 4 • Refer to 15'(4.6 ni every 15 truss spaces 30'
for handling,installing and temporary restraining de manejo instali restriccicin y arrhostre temporal de NO sobrecargue la gr6a. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCS]l for more % 1 m)max.
and bracing of trusses.Refer to SCSI,-Guide to los trusses,i el folleto BCSJ_-Gufa de Buena Pi bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information.
Good Practice for Handling Installing,Restraining para el Mi Installacidn,Restricci6n v Arriostre de los (S) NEVER use banding to lift a bundle. trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see
below).7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen BCSJi
&Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Meta NUNCA use las ataduras Para levantar on paquete. para mos informaci6n.
Trusses*-*for more detailed information. Para information ni dertallacia. A single lift point may be used for bundles of 1)Instate los arriostres de Berra.2)Instate el prini truss y ate seguramente at arriostre de
Berra.3)Instate los pr6ximos 4 trusses con restriction lateral temporal de miernbro corto i
Truss Design Drawings may specify locations of Los dibujos de disefic,de los trusses puteden espectficar top chord pitch trusses up to 45'(13.7 m)and Apply diagonal brace to v rt
abajoi 4)Instate el arriostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre c
permanent lateral restraint or reinforcement for las localizadones de restriction lateral permathente o parallel chord trusses up to 30'(9.1 l webs at end of cantilever n at
individual truss members. Refer to the BCSI- refurerzo en IDS miembros individuates del truss. Vea la diagonal Para los planos de los mienabi sechundai Para estabilice los primerce;cinco trusses
pejo resumen BCS1-B3***Para mos intormarci6n. El Use at least two lift points for bundles of top A bearing locations. All lateral
B3***for more information.All other permanent h �M WARNING Do not over load supporting i abajo).6)Instate la restriction lateral temporal y arriostre diagonal Para la coherda inferior restraints
entes son la chord pitch trusses up to 60'(18.3 ri and paral- structure with truss bundle. i abajo).7)Repita este procedimiento en grupos de cuatro trusses hasta clue todos los lapped at least tw�trusses.
bracing design is the responsibility of the building resto de los disefios,de arnbstries,perman To
designer. responsabifidad del disei del edihoo. lei chord trusses up to 45'(13.7 m).Use at least trusses esth�n instali p chord temporarvi-teral restraint spacing shall be 101(3 rn)Rx.mlx.for 3x2 chords
three lift points for bundles of top chord pitch 1ADVERTENCIA!No sobrecargue[a and 15'(4.6 ni o.c.for 4x2 chords.
trusses>60'(18.3m)and parallel chord trusses estructura apoi con el paquete de • Refer to BCSI-B2*-*for more information.
>45'(13.7 m). trusses. Vea el resumen BCSI-B2***para mos informaci6n. INSTALLING CION'�"�"
A WARNING The consequences of improper
7Ij P.,ne,
handling,erecting,installing,restraining Puede usar un solo lugarde levantar para pa- RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
2 Place truss bundles in stable position. Tolerances for Out-of-Plane. Max.Bow
cluetes de trusses de la cuerda superior hasta 45' Truss Length
and bracing can result in a collapse of the ia pi RESTRIC47.16NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES Toterancias Para Fuera-de-Plano.
structure,or worse,serious personal injury y trusses de cuendars parratelas de 30'o menos. Puse paquetes de trusses en or, 3/4" 175-7---
or death. Use par to menos dos puntos de levantar con estable. This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Length Max,Bow D150 D(ft.) (19 mm) (3.8 m)
grupos de trusses de cuerda superior indirrada (PCTs).See top of next column for temporary restraint and bracing of PCTs. .............. 1/4" 1. 718" 14.6'
1ADVERTENCIA!El resultado de on maineyo, hasta 60'y trusses de cuerdas paratelas hasta Este m6todo de restriction y arriostre es Para todo trusses excepto trusses de cueroas parraletasMax Bow Length (6 mm) (0.3 rm (22 mm) (4.5 m)
levantarniento,instaii restriction y arrisotre 45'Use Pon to menos dos puni de levantar con grupos de trusses de cuerda superior inctinada t T. 16.7'
incorrecto puede ser la carida de la estructura 0 (PC7s)3x2 y 4x2.Vea[a parte superior de la columnar Para la restriction y arriostre temporal de PCTs. Max.Bow 1/2" 2'
mas de 60'y trusses de cuerdas parratelas mas de 45� (13 mm) (0.6 rm (25 Thin) (5.1 M)
U
auln peor,heridi o muertos. __ . 3/4" 3' 1-1/8" 18.81
1)TOP CHORD-CUERDA SUPERIOR Z�Length (29 mm) 1 (5.7 rm
Plumb (19 mm) (0.9 IT)
AW,,TTM5,1 Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES ca
pan Wzh� V 4' 1-1/4" 20.8'
p
line
banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDZVIDUALES FA Tolerances for (32 Turn) (6.3 rm
damaging trusses and prevent injury.Wear cf�"3t�i sipaclarRiEint W*O�A'5'e'i 0q, Sti 25 Tom) (1.2 m)
personal protective equipment for the eyes, Up to 30' Out-of-Plumb. 1-1/4" 5,M) 1-3/8" 22.9'
feet,hands and head when working with Using a single pick-point at the peak can damage the truss. (9.1 m) 10'(3 ri o.c.max. Toterandas Para D15o max (32 murm_(1.5 (3 (7.0 rm
trusses. El use de on solo lugar en el pito Para levantar puede 60'or less Fuera-de-Plomada. 1-1/2" 61 1-1/2"
hater dafic,at truss. 30'(9.1 IT)- 8'(2.4 m)D.C.max. (38 ma). (1.8 rm (36 min (7.6 rm
ffag'?TaX Utilice cautela at guitar las ataduras 45'(13.7 m) 1-3/4" 7' 1-3/4" 29.2'
45'(13.7 m)- CONSTRUCTION LOADING .(45 minn) (2.1 m) (45 mm) B.9 rm
o los,pedazos de metal de sogretar Para evitar di a AO-1 44 6'(1.8 m)D.C.max. CARGA DE CONSTRUCC16N 2" '33.3'
los trusses y prevenir la herida personal. Lleve Actor /2 60'(18.3 m)
el equipo protectivo personal Para clos,pies, truss length 60'(18.3 IT)- DO NOT proceed with construction until all lateral (51 mm) (2i.4 m) (51-m) (10 1 m)
manes y cabeza curando trabaja can trusses. AQUM0,D H Use ga=�U Utilice Tagline 4'(1.2 m)o.c.max.
TRUSSES UP TO 30'(9.1 m)
80'(24.4 rl restraint and bracing is securely and properly in place.
.sfpecjal care in cuicado especial en TRUSSES HASTA 10 PIES g
cl
windy weather or dias ventosos o cerca NO Proceda con la construcci6n hastaue todas las restric- ")for M
near power lines de cables eleictricos,o -Consult a Registered Design Professional for trusses longer than 60'(18.3 m). clones laterales y los arriostres esters colocadi en forma Material Height
o'(3 M) "Consulte a on Professional Regristrado de Diseilo Para t
and airports. de aeropuertos. L Locate Spreader bar IAftadh trusses ma� apropiada y Segura.
'.c.max. de 60 pies.
Speed., I above or stifflo Gypsum Board 12"(305 mm)
To.- e.1in mid-height Z�_ Z See BCSI-B2***for TCTLR options (S) Do NOT exceed maximum stack heights.Refer to BCSI-84*** Plywood or OSB 16"(406 m.)
for more information.
Vea el BCSY-82***Para las options de TCTLR..
12 t NO exceda las alturas miximas de moni i el resumen Asphalt Shingles 2 bundles
Spreader bar r bar
a in �1 I 5;L 8CSI-B4***Para ings informaci6n.
for truss TagifincD spfat"'length Spreader b Refer to BCSI-33***for Concrete Block 8"(203 mm)
Gable End Frame restraint/bracing/
TRUSSES UP TO 60'(13.3 m) 3/4tr a
TRUSSES H I STA 60 PIES Tagin.- us
Clay Tile 3-4 tiles high
HANDLING TRUSSES UP TO AND OVER 0{10.3.) reinforcement information.
TRUSSES HASTAY SOORE 60 PIES Para information sobre restricci6nl
ti TCTLR
top chord temporary lateral restraint arriostrelrefuerzo Para Armazones
MANEJO Hold each truss in position with the erection equipment until -H3
,ti0 0 is installed and the truss is fastened to the bearing points. Hastiales vea el resumen BCSI or (S) NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs.
• Avoid lateral bending. Note:Ground bracing not shown for clarity.
Evite la Flexion lateral. Use proper rig- Use equipo apropiado Sostenga cada truss an posici6n con equipo de gr6a hasta que la restriction lateral temporal de la, Truss attachment NUNCA apile los,materiales cerca de on pica,a Centro de la lui en
ging and hoisting Para levantar e cuerda superior este instalado y el truss est6 asegurado en los soportes. Repeat diagonal braces for each set of 4 trusses. required atsupports) cantilevers o aleros.
The contractor is responsible for equipment. improvisar. Rei los arriscitres diagonates Para cada grupo de 4 trusses. Section A-A (S) DO NOT overload small groups or single trusses.
properly receiving,unloading and storing INSTALLATION OF SINGLE TRUSSES BY HAND 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS NO sobrecargue pecluefice;grupos o trusses individuates.
the trusses at the job5ite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES Z Place loads over as many trusses as possible.
smooth surface to prevent damage. POR LA MANO LATERAL RESTRAINT&DIAGONAL BRACING ARE Coloque las cargos sobre tantos,trusses comic,sea posible.
El contratista i to responsabiliciad de VERY IMPORTANT
recibir,descargar y almacenar adecuadamente Trusses 20' Trusses 30' Position loads over load bearing walls.
los trusses en la obra.Descargue los trusses en (6.1 m)or (9.1 m)or f TRICCZON LATERAL Y EL ARRIOSTRE DIAGONAL Coloque las cargras sobre las Paredes soportantes.
la Berra)iso Para prevertir el dorso. -
less,support less,support at SON MUY.TMPORTANTESI ulayulial CLR splice reinforcement ALTERATIONS-ALTERACIONES
near peak. quarter points. bracing
Soporte Soporte de Trus 2x CLR Refer to BCSI-B5.*** Truss bracing not shown for clarity.
cerca al icelos cuarto Vear e/resumen BCSI-B5.
/Os trusses Trusses up to 20. de tramo los, Trusses up to 30' Web members
ae,20 pies o (6.1 M) trusses de 30 (9.1 M)
(S) DO NOT cut,alter,or drill any structural member of a truss unless
(S) DO NOT store NO almacene menos. pies o menos. Trusses hasta 30 pies Z specifically permitted by the truss design drawing.
Trusses hasta 20 pies
unbraced Bundles verticalmente los
gwy_ NO Corte,altere o perforre nini mierribro estructural de on truss,
Vim_k%.t-�
A a menos que este especificamente permitido en el d7i del disei o
IRA upright. trusses sueltos. TEMPORARY RESTRAINT & BRACING
Trusses may be unloaded directly on the ground Bottom del truss.
at the time of delivery or stored temporarily in Minimum 2'2x Scab block
contact with the ground after delivery.If trusses RESTRICCION YARRIOSTRE TEMPORAL chordsTrusses that have been overloaded during construction or altered without the Truss Man-
are to be stored for more than one week,place centered over splice.Attach
0 Diagonal braces to CLR with minimum 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void.
blocking of sufficient height beneath the stack Refer to BCSI-B2***for more information. Top Chord Temporary every 10 truss spaces (0.135x3.5")nails each side
of trusses at 8'(2.4 m)to 10'(3 m)on-center Vea el resumen 6CSIB2***Para nil informa Lateral Restraint 20'(6.1 ni max. of splice or as specified by the Trusses clue se han sobrecargado durante la construction o han sido alteradi sin la autor-
(O.C.). ci6n. (TCTLR) 10'(3 m)-15'(4.6 111)max.. Building Designer. izaci6n previa del isabricante de Trusses,pueden hater nulo y sin efecto la garantar firritadar del
Locate ground braces for first truss directly in line 2x4 min. Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses.
Los trusses pueden ser descargados direcamente r tial
en el suelo en aquel memento de entrega o with all rows of top chord temporary lateral restraint chord lateral restraint not shown for clarity.
almacenados temporalmente en contacto con el table in the next column). Z711,", It the Component Manufacturer for more information or consult a Registered Design Professional for assistance.
suelo dei de entregal.Si los trusses estai 3)BOTTOM CHORD-CUERDA INFERIOR I v7w ah lo,of this document,visit st,cindustry.com/lol.
V1__
uardados Para m4s de una semani ponga Coloque los,arriostres de tierria,Para el primer Truss
9 Lateral Restraints-2x4xl2'or Member NOTE:Tih�e trus;marl6facturdr and'i disigner rely on the presumption that the contractor and crane operator(if applicable)are
bloqueando de alturar suticiente dei de la pila No almaicene en berry truss directamente en linear con cada una de las Brace first greater lapped over two trusses professionals with the capability to and the work they have agreed to do on any given project.If the contractor believes it needs
de los;trusses a 8 hasta 10 pies en Centro(o.c.). (S) DO NOT tore on t7las de resi lateral temporal de la cuerda �901 assistance in some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures
For trusses stored for more than one week,cover uneven ground. desigual. superior(veal la tabla en la pi columna). truss or CLR splice reinforce- Z' Note:Some chord outlined in this dcument are intended toeriscre that the overall construction techniques employed will put the trusses into place SAFELY.
securely Trent. and web members These recommendations for handling,insi restraining and bracing trusses are based upon the collective experience of leading
personnel involved with truss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented
bundles to protect from the environment. (S) DO NOT walk on unlaraced trusses. before Bottom not shown for
- Z>Z only as a GUIDE for use by a qualified building designer or contractor,Its not intended that these recommendations be interpreted as
t f chord clarity. superior to the building designer's design specification for handling,installing,restraining and bracing trusses and it does not preclude the
Para trusses guardados or mvis de una semana, NO camine en trusses sueltos. 0"is use of other equivalent methods for restraining/bracing and providing stability for the walls,columns,floors,roofs and all the interrelated
cubra los paquetes Para protegerlos del ambiente. /��EZtiinnal structural building components as determined by the contractor.Thus,SECA and TPI expressly disclaim any responsibility for damages
DO NOT stand on truss overhangs until t arising from the use,application,or reliance on the recommendations and information contained herein.
Refer to SCSI***for more detailed information Structural I Sheathing has been applied to
pertaining to handling and jobsite storage ofthe truss and overhangs.
trusses. Diagonal braces every 10
NO se pare en volactizos cerchas hasta aces 20'(6.1 m)max. TRUSS PLATE INSTITUTE
Vea el folleto BCSJl Para informacichr mis dertal- Revestimiento estructural ha sido aplicardo M[iTr1rr1QL
lada sobre el marejo y almacenardo de los trusses 6300 Enterprise Lane--Madison,WI 53719 218 N.Lee St.,Ste.312-Alexandria,VA 22314
en area de trabalo. a la armadurar y voladizos. 10'(3 m)-15'(4.6 m)max. 608/27+,1849-sboandustry.com 703/683-1010-trafinstorg
BIWARNUi 131205
ri
BUILDER:
Bosco
SUBDIVISION:
LOT NUMBER:
320 Beach Ave.
MODEL:
Ail
FILE UUF Custom
DESIGNED/CHECKED:
EAC/DB
1R L' 1AVJJ
ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING A DWMON OF
TYtUEHOUS
I-5'4"4—I 23'8"8 I 14' I 8'7"8 i 11'11"8 I 28'11"2
O N
LU O N M d' N O n W W O Q> O r �_ N_ M M_ M_ M M_ M V V V V to M M_ M _M (D (D (O [2 (2 (R (D (p (p r O O O O MO
N O O O O O O O O O O O _ _ _ _ _ _ 41
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N N � M �
D� N Additional instructions
T 28 z J--h accompanying this drawing,
2'3" H uzs- including BCSI-B1, should be
T29 used in conjunction with the
TU2 2 co co N H U26- architectural and
U)
j= I plans during nstallartionural
J J 9 {
BCSI-131 has not been
43/4't2"
N ShI ed to the site with the
tD PP3) !4"x = x x x x x =(4 x x x x = = components shown on this
page, please contact Apex
2 1 3/4'x 11 4" ° ° Technology for a free copy.
NN
X� M�Q MR M� T� M&D Z�, � 5� 5�,D MM Permanent bracing for the
building, including bracing to
X5'4"4— 23'8"8 347' 16'10"12 12'0"6 I resist wind, seismic, or other
92'6"14 I lateral forces, and permanent
bracing for all structural
elements, is the responsibility
• t �c�la iiia " "�"" of the Engine f Record for
vv( building
IJ 4 Reis.eod p,��-
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4 Irt�brrrs n designer RP1I ZTI
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 03-04-2015
0
GENERAL NOTES
ALL-THREAD NOTES MASONRY NOTES Q
1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING �
1• CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARI G CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530)AND THE "SPECIFICATIONS FOR m
EDITION,ACI, NDS,APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. MASONRY STRUCTURES" (ACI 530.1)OF THE AMERICAN CONCRETE INSTITUTE.
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2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 2 CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE ! O >
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90,TYPE N-II o
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL
COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT Z
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SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) AND HEAD JOINTS SHALL BE USED.
CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) z o
THIS JOB ONLY. DETAILS SHALL GOVERN CONS U
OTHERWISE ON THE PLANS. C.PLACE CORNER RODS 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE a O
D. PLACE ALL OTHER RODS. MAXIMUM AGGREGATE SIZE SHALL BE%"GRADED TO PRODUCE FINE GROUT IN CONFORMANCE
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5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES.
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE
ASSUMING 2000PSF SOIL CAPACITY. REINFORCING IN CELLS.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
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6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND '
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WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN I
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6"-TYPICAL WALLS, MONOLITHIC FOOTING PLACE UNTIL THE STRUCTURE IS COMPLETE.
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CONCRETE NOTES 7"-EXTERIOR WALLS,STEMWALL FOOTING
8"-MASONRY WALLS 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND W
SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM Z
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 7• ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN
A82,SPACED AT 16"O.C.VERTICAL MAX.
2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8".
THEIR RESPECTIVE DETAILS ON THIS SHEET.
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". 8• USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 8• WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM
CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 9 WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITAT ONS, IT IS MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL
MIL VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 0
OVER A 6 ACCEPTABLE TO
PRIOR TO POURING. OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2"
9• ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN
ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP.
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY U
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS.
FEET BELOW THE BOTTOM OF THE 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM ce)
H A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND c4
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FOOTING. OF THE ROD WITH REINFORCEMENT. ~ W W Cf)
AND 5/S5 FOR STRAPPING ALTERNATIVES.
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. z 2 WW LL
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6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 0 NOTES v 0
WHICHEVER IS GREATER. f�rr11
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER V
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7. CORNER REINFORCEMENT SHALL BE LAPPED 25". EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. Q W m U
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; Cq Cq z
8.1. 3 FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 2• MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITT-D TO THE
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8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS RE:
8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
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REINFORCEMENT. HILT[ HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL.
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9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS U
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. E 0
ACCORDANCE WITH APPLICABLE SAFETY LAWS. O
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 m
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. PSI AND TENSILE STRENGTH OF 2,300 PSI.
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
STEMWALL MUST BE FILLED. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
FRAMING NOTES 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
2 10 FLORIDA BUILDING INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIA SUCH AS o
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 0 � N
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LAITANCE, DUST, DIRT,AND OIL. ' 1'
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CONSTRUCTION. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE k
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. MANUFAC
TUBER'"FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE ` ❑ Q ❑
YEARS EXPERIENCE INTHE'VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE PROJECT.y.A'NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PR POSAL TO
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. DO:THE WORK.
L WOOD DIRECTLY EXPOSED TO CONCRETE, EATHING NOTES �a.,
4. AL MASONRY OR SOIL SHALL BE PRESSURE S H W
TREATED.
FOR WALL SHEATHING:
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN
7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. O
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RINGS iANK NAILS
AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.0 - Z
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS FOR ROOF SHEATHING:
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN $ U J
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD.
9
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
RECORD, THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS D E TO FIELD W
LENGTH PER THE DETAILS. CONDITIONS, BLOCK PANELS AT 12"O.C.
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED FOR FLOOR DECKING: W
BELOW:
1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AN NOT LESS
THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD.
8d=0.131"x 2-1/2" 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND '
" MINIMUM 3/4'THICKNESS.
10d=0.148 x3
12d=0.148"x 3-1/4"
16d=0.162"x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET. 0)N
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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LOAD TABLE U LLC O 8
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LIVE LOAD: 20.0 PSF N N
DEAD LOAD: 7.0 PSF m ='
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CEILING:
LIVE LOAD: 10.0 PSF a) 2 to o
X N N
LIVE LOAD-STORAGE: 30.0 PSF
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DEAD LOAD: N o
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FLOOR: COMPONENT AND CLADDING
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LIVE LOAD: 40.0 PSF i O
DEAD LOAD: 15.0 PSF DESIGN PRESSURES
DECK LIVE LOAD: 50.0 PSF
EFFECTIVE END ZONES, PSF
INTERIOR ZONES, ;� �~y�
PSF
AREA, SF aa'���rr :c r .`•p s}
WIND LOADS:
WIND SPEED: 130 MPH
EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 h s
IMPORTANCE: 1.0p g
BUILDING CATEGORY: II 20-50 22.9 -28.8 22.9 -25.3 �*
ENCLOSED BUILDING: p �
INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 ` � �'AV
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COEFFICIENT: 0.18 �^
ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9
Sheet No. 17
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1 OF 6
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulfing,Inc.
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NOTES:
1. IF PIERS EXIST, PIERS TO BE CONSTRUCTED WITH 12"x12"MASONRY
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BLOCK,WITH(1)#4 VERTICAL REINFORCEMEN1 AND CELLS FILLED WITH
2500 psi CONCRETE. REINFORCEMENT TO BE EMBEDDED INTO FOOTING 6"
MIN. PIER FOOTING IS 18"x18"x12"DEEP WITH ( )#4 BARS EACH WAY.
2 OF 6
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
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TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. --3 O
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ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
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_ -- Z SEE DETAILS FOR FASTENERS U �_ U) U
A (2)2x6 1:1 2 OC �!
/A z
U Q m
D EZ S3.01 I SHEET NUMBER W W U
DETAIL NUMBER �- O Z
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$5 SHEAR WALL DESIGNATION � �'`� J
III I ,
a ! PORCH/GLULAM BEAM m Q
O
S3.0 („)
1
INTERIOR BEARING WALL
S3.o1 22 23 IO
S3.02 S3.02 m
O 1-STORY THREADED ROD
f�VIRST LEV L WALL PLAN
- � 2-STORY THREADED ROD
INDICATES GLAZING CLASSIFIED AS END ZONE. u�
C:)
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
N
STRUCTURE WILL BE CLASSIFIED AS INTERIOR 3 - � >
ZONE.SEE"COMPONENT AND CLADDING DESIGN p s p a�C7 o
PRESSURES,"ON COVER SHEET. U Q
_ I WALL BRACING LOCATION
14 15 17
S3.02 S3.02 TS3O2
J O
J
15 16 J
S3.02 S3.02 0 � VERIFY OR PLACE STUD GROUP UNDER BEAM/TRUSS BEARING.
o O O O O NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. LL
A A (9 uo.__ o0__0C) C, C, 0_ (9 FG17_____ U- FASTEN BEAM TO STUD GROUP WITH (2)MSTA24. FASTEN STUD
r----- ---- - - ------------ F 16--_---� q 1-=--------- --------_--- A-- ----- GROUP TO FOOTING WITH LTT20B.USE 10d NAILS IN ALL HOLES.IF J O N N N N N N N N N N N N o M M M !i I1 Yy Yy YY YY YY Yy YY F2I BM10 00 00 o O 0 ; II �---- _ _F24 11 ! N N N N N N N N N N N N o N M M M M c1 M N N THREADED ROD (S WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED.
O O O O O O O O O �' O O O , 11 I I I I I I I I I I I -- 1j O r r r r r r r r r r rrC9 0 0 ��___ SII ' u w w tt w w ti l>_ w__ ti___U- w Il- ti u --u-__ U--_ w _tl __w IL0 0 0 --� It --- --- -- -sII_ _-- _ _---0 0 w IIII - -_ _- '_____-==_=-=----= ==-
� G7
Q �
ca 0
1 4 4
S3.01 S3.02 1 S3.02 1 o W
S3.01 S3.01 0 W
20'-6" - - -- - - - - -- - - -- -- - - - - - - - - - - - - - r o
7'-61" 12'-11 „ g�_g��
4 42 BM4 BM4
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BM2 z 0
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BM3 oa: 2x No.2 SYR UNO. O
ESTUD MATERIAL: 2x No.2 SPF, UNO.
HEADERS: W
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE
UNO. FASTEN HEADER LUMBER TOGETHER USING 2 ROWS OF 16d 0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 70 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o
Z HEADER NOTATION IS:
10
U) O NUMBER OF PLIES IN HEADER d°' NUMBER OF KING STUDS W
N
(2),M,2:1
OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER )
SHEAR WALLS: O
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, 0vJr:'
R
®w4J`��yOW7L-�LORr.-,t
,
UW~M
ARE NOTED ON THE PLAN. C14
zWw -=YNU_®t�Wa.o
j
LLSW -#/S# SHEARWALL LOCATION O SEE DETAILS FOR FASTENERS O jT_
2 Q
4 STUDS, MSTA24 V` Q :
EACH STUD. BM1 SHEET NUMBER WWBM2 0 QDETAIL NUMBER
'-1A, SHEAR WALL DESIGNATION" 12 6 STUDS, MSTA24
20'-6" 4 EACH STUD. J
- - - - - - - - - - - - - - ---- - - - - - PORCH/GLULAMBEAM Cal Q
BBMS3.02 O
U
0 17, 441„ 14'-221 INTERIOR BEARING WALL nO
31'-64" 1-STORY THREADED ROD
SECOND EVEL WALL PLAN FN
2-STORY THREADED ROD
14 1 0, INDICATES GLAZING CLASSIFIED AS END ZONE. ,
NALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR � 326 Y 'oc9 as oZONE.SEE COMPONENT AND CLADDING DESIGN cg
S3.02 m o
3.0aoT01/T26 , N COVER SHEET.
ONLYONLY
26 24 25 SIM 24 24 WALL BRACING LOCATIONS3.02 S3.02 S3.02 S3.02 S3.02 S3.02 S3.02 S3.02 S3.02 T23/G02
U.
GE01 T21 O
N O CS cIC0 WW . omo0 M VERIFY OR PLACE STUD GROUP UNDER BEAM/TRUSS BEARING.C14 O O O O O O O O O O
- r N NEQUALS Y, MIN 2 STUDS.-
a �
7/16"OSB ROOF DECK FASTENED TO I ( ROOF SHEATHINGI ROOF SHEATHING STUD OR SPH BOTTOM PLATE WITH H3 Q
FRAMING WITH 8d RING SHANKS AT 6"O.C.
ON EDGE AND 12"O.C. IN FIELD. EDGE OF ALL THREAD EDGE OF ALL THREAD
m c�
WASHER MUST BE WITHIN 3" WASHER MUST BE WITHIN 3" ROOF TRUSSES FASTEN BRACE TO BOTTOM PLATE ti
OF THE HEADER KING STUD, OF THE HEADER KING STUD, ( WITH (2)SDS25412 SCREWS. o W w
TYP BOTH SIDES OF OPENING. I I I I TYP BOTH SIDES OF OPENING.
o
1 1 1 1 FLOOR DECKING o
TRUSS TO TOP PLATE WITH SDWC15600 OR II ROOF TRUSSES ( ROOF TRUSSES HEADER,TYP. SEE PLANS Q
H2.5A FOR TRUSSES UP TO 600 LBS. �— - `-
UPLIFT. USE(2)SDWC15600 OR(2)H2.5A —' FOR SIZE, PLIES,AND 2x12 No.2 SYP BLOCKING AT 12" Z
WITH (10)8d NAILS EACH FOR UPLIFTS i HEADER,TYP. SEE PLANS — HEADER,TYP.SEE PLANS NUMBER OF KINGS AND O.C. FASTEN TO LEDGERS WITH a� o
LESS THAN 1200 LBS. FOR SIZE, PLIES,AND FOR SIZE, PLIES,AND CRIPPLES. LUS210. E
NUMBER OF KINGS AND U
CRIPPLES.
T!7:
NUMBER OF KINGS AND 2X12 LEDGER. - �
(2)2x6 NO.2 SYP TOP PLATE FASTENED I CRIPPLES. i o a O
v
WITH (2)ROWS 10d AT 16"O.C. FLOOR TRUSSES BY OTHERS oI w �
STAGGERED. MINIMUM 24"LAP WITH (12)
10d IN LAP. CRIPPLES TO HEADER WITH j
FASTEN 7/16"OSB W/8d @ 6"O.C.ON 12'O.C. IN FIELD. MSTA18 WITH (6)10d IN HEADER, I 5 SHEAR WALL BASE-
(8) 10d IN CRIPPLE 1 3/4"= V-0"
2X6 SPF STUDS AT 16"O.C.
W o
2X6 No.2 SYP BOTTOM PLATE FASTENED TO KING STUDS&CRIPPLES:(6) KING STUDS&CRIPPLES:(6) KING STUDS&CRIPPLES:(6)16d
16d BETWEEN ADJACENT z o
2X6 No.2 SYP BAND BOARD WITH 10d NAILS 16d BETWEEN ADJACENT BETWEEN ADJACENT KING STUD
AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. KING STUDS AND CRIPPLES. KING STUDS AND CRIPPLES. AND CRIPPLES. TRUSSES OR aO_i
3/4" PLYWOOD FLOOR DECKING FASTENED CONVENTIONAL FRAMING w zo
TO TRUSSES WITH 8d NAILS AT 6"O.C.ON FASTEN BRACE TO WALL WITH 16d
EDGE, 12"O.C. IN FIELD. NAILS.
' � 1
T
2x4 No.2 SYP BLOCKING AT 12"O.C.
FLOOR TRUSS SYSTEM BY OTHERS. ALL CRIPPLES AND STUDS TO FASTEN TO BOTTOM CHORD OF
BOTTOM PLATE WITH SPH. 1 TRUSSES WITH (3)10d NAILS. O
BOTTOM PLATE TO FLOOR TRUSS
WITH SDWC15400. 6 WALL BRACING DETAIL
(2)2x6 NO.2 SYP TOP PLATE FASTENED fl b '° , a> ° FLOOR TRUSS SYSTEM BY 3/4"= 1'-0" M
STAGGERED. MINIMUM 24"LAP WITH (12)
WITH (2)ROWS 10d AT 16"O.C. •, ' ° ° OTHERS.
N
I I FLOOR TRUSSES BY OTHERS
- - FIRST LEVEL WALL FRAMING z W
M
W10d IN LAP.
ALL THREAD CONNECTORS.SEE TYPICAL HEADER FRAMING DETAIL 02 LL
ALL-THREAD , INSTALLATION 1/2"= 1'-0" O
SPECF IONSSPACING ANDj
U
EMBEDMENT.
2x4 LATERAL AND DIAGONAL TRUSS V U W
BRACING AT 24"O.C.. FASTEN EACH z U Q Op
NOTES HEADER FRAMING DETAIL
FASTEN 7/16"OSB W/8d @ 6"O.C.ON 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO CC3 )) TYPICAL TYP I CAL HEADER DETAIL — O N BEAM; END WITH (3) 10d TOE-NAILS. W m U
EDGES, 12"O.C. IN FIELD. ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP 1/2"= 1'-O" 1/2"= 1'-0" s �" O Z
PLATE.
A M
NOTES
J
1. I OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO m
Q
2X6 SPF STUDS AT 16"O.C. ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES,KINGS OR TOP � `T r. O
P TE. FLOOR TRUSS SYSTEM BY OTHERS. V
2X6 NO.2 SYP PT BOTTOM PLATE.APPLY O
1/2"ANCHOR BOLTS AT EACH SIDE OF
° m
BOTTOM PLATE SPLICES.
=1 I I I_I
SEE WALL SECTION FOR DETAILS.
=1 111-1 1I-
a I I= -I I
VIII 11111, 11 SEE FOUNDATION PLAN FOR FOOTING
i1111iiil�Ili11111iI��Ill,;.li' SPECIFICATIONS.
f-7TRUSS BRACING AT WALL T
N
3/4"= 1'-0" .Q 0 (9 a c9
_ I
TYPICAL TWO—STORY SECTIONSW
i I 1 SEE TABLE BELOVV FOR SHEAR (
1/2" 1'-0" WALL HOLD DO NS.SHEAR
= WALL ANCHORS TO BE WITHIN
3"OF DOUBLES UD GROUP.
3"x3"SQ WASHER AT TOP OF
THREADED ROD HOLD DOWN.
7/16"OSB FASTE14ED TO
FRAMING W/8d AS SHOWN IN
THE TABLE BELO
1=1112X6 No.2 SYP BOTTOM PLATE
SW _ (2)MSTMl36, (8)1/4"X2-1/4" FASTENED TO 2X4 No.2 SYP BAND
TAPCONS�IN WALL, (14)10d W
BOARD WITH 10d NAILS AT 3"O.C.ON 0
G� HEADER KING ST DS ARE _ _ _ _ NAILS. EDGE, 12"O.C. IN FIELD.
ACCPETABLE AS SHEAR WALL _
END STUDS = -F 1 - —_ — _ —- - ' LVL TO WALL WITH (2)HTS30C V
HEADER KING STUDS ARE = I = _ _
/
ACCPETABLE AS SHEAR
WALL END STUDS
= t' I (2)2x6 NO.2 SYP TOP PLATE FASTENED
I = I = �.
INSTALL DOUBLE STUD GROUP ", r — — — — WITH (2)ROWS 10d AT 16"O.C.
INSTALL DOUBLE STUD GROUP AT AT EACH END OF SHEAR WALL. I I = _ I _ STAGGERED. MINIMUM 24"LAP WITH
EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, _ - - -
LVL TOC U: HUC410, (18) (12)10d IN LAP.
USE(4)STUDS. LVL TO WALL CONNECTION - _ 1/4"X2-1/4 TAPCONS IN BLOCK, %$"ALL THREAD CONNECTORS.SEE
7/16"OSB FASTENED TO FRAMING WITH (2)MSTA24 = _ - - (10)10d NAILS IN LVL. ALL-THREAD NOTES FOR INSTALLATION
1/2 ANCHOR BOLTSAT 24"O.C. SPECIFICATIONS, SPACING AND
W/8d AT 3"O.C.ON EDGE,6"O.C.IN I BETWEEN SHEAR WALL ENDS. _ � 6"X16"CMU WALL WITH
EMBEDMENT.
FIELD BETWEEN DOUBLE STUD I EMBED 8"MINIMUMAND USE 3" — BARS AS SHOWN IUN FLOOR
GROUPS. p p SQUARE WASHERS. PLAN
p 2x6 SPF STUDS AT 16"O.C. co C14
D p D p 4 I C ��
4 , p° FASTEN 7/16"OSB W/8d @ 6"O.C.ON
EDGES, 12"O.C. IN FIELD. ��- a 0
W m
LVL TO WALL WITH (2)HTS30C 2x6 NO.2 SYP PT BOTTOM PLATE. 0 .20
FASTEN DOUBLE STUD GROUP TO APPLY 1/2"ANCHOR BOLTS AT EACH U w LL
�+ �+ (2)2x6 N0.2 SYP TOP PLATE SIDE OF BOTTOM PLATE SPLICES.
BEAM PER THE SHEARWALL SHEARWALL SCHEDULE
SCHEDULE. O N
%"ALL THREAD CONNECTORS. 02 FINISHED
SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE AND EMBED -
DESIGNATION 8d NAILS ANCHOR -1 ! °� GRADE LL
I DEPTH z c fn
' •+ V
—I i— — X
T� SW 3"O.C. 1/2"ROD 1/2", 12"DEEP 1 1 (_-.� I I- m o
2X12 BLOCKING AT 12"O.C. U) o r-
/ SW2 2"O.C. HDU8-SDS2.5 7/8", 12" - o
/ \ / ' (2)SW ' 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" 2X6 No.2 SYP BOTTOM PLATE FASTENED TO ( _I i • - ! ( N Y N
\ \ / % / \
2X4 No.2 SYP BAND BOARD WITH 10d NAILS nco
(2)SW2 ' 2"O.C. (2)HDU11-SDS2.5 (2)7/8", 12"
AT 3"O.C. ON EDGE, 12"O.C. IN FIELD.
— 1 1 I I I I I—I r�an8or. e
- - -- - - - - \-- - - --_ 2X12 LEDGER FASTENED TO
TRUSSES WITH SDS25300 AT 6"O.C. NOTES
1 "(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 09
O 2 HTS30C AS SHOWN. Baa e9 ••• do,
2. 5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WAS IF �9 ;� '•
SHOWN ON THE FRAMING PLAN. P O RTA L B DETAIL
- li
(2)2x6 N0.2 SYP TOP PLATE FASTENED 3/4' - 1'-0'
SHEARWALL SCHEDULE 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE WITH(2)ROWS 10d AT 16"O.G.STAGGERED.
FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELO MINIMUM 24"LAP WITH (12)10d IN LAP.
OPENINGS. G
2 MSTA24 TO TRUSS %$' °•, RID g�<t,
O ALL THREAD CONNECTORS.SEE A
ALL
NOTES FOR INSTALLATION ! �•�°`'� ®®®�
GIRDER.BLOCK GIRDER �+ cs '°
SHEARWALL EDGE SPACING 8d SHEARWALL ANCHOR SIZE AND FOR FULL STRAP NAILING. SPECIFICATIONS, SPACING AND ct o°k ARTN ft,®P�
DESIGNATION NAILS ANCHOR EMBED DEPTH . SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE
TABLE
BLE FOR EDGE SPACING. EMBEDMENT.
1/2", FASTENED
SW 3"O.G. 1/2"ROD BOTTOM OF BEAM PORTAL A DETAIL SHEAR WALL ASSEMBLY DETAIL 10 3/4" 1'-0"
1/2"= 1'-°" Sheet Nv.
9 =
$ SHEAR WALL ASSEMBLY DETAIL
tS3 , 01
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document with5 OF 6
out written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
o c�
EL
SW
m �
--- I " w
2x6 SPF STUDS AT 16"O.C. FASTEN TO BOTTOM o
- ----7A 7/T - —I HEADER KING STUDS ARE PLATE WITH SPH AT 32"O.C. o
ACCPETABLE AS SHEAR 2x4 SPF STUDS AT 16"O.C. FASTEN TO BOTTOM
I Z I WALL END STUDS PLATE WITH SPH AT 32"O.C. u; Z
2x6 No.2 SYP BOTTOM PLATE FASTENED TO
TRUSS W -
WITH 15 CS 16,9 ON FLOOR TRUSS,6 ON Z
_ - \Vi- - _ -_�`I 6 2x4 No.2 SYP BOTTOM PLATE FASTENED TO w
115;a BOTTOM PLATE. FILL ALL HOLES WITH 10d NAILS. a: W
INSTALL DOUBLE STUD GROUP AT TRUSS WITH 15' CS-16,9"ON FLOOR TRUSS,6"ON -
2X4 BLOCKING.SEE WALL BRACING Z o 0
DETAIL. ,
EACH END OF SHEAR WALL. BOTTOM PLATE. FILL ALL HOLES WITH 10d NAILS.
i
1 o a_ O
7/16"OSB FASTENED TO FRAMING 3/4"PLYWOOD FLOOR DECKING FASTENED TO w
3/4"PLYWOOD FLOOR DECKING FASTENED TO w
TOP PLATE TO KING STUD W/8d AT 3"O.C.ON EDGE,6"O.C. IN TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, 12" o 0
CONNECTION: (2)SIMPSON SPH WITH - FIELD BETWEEN DOUBLE STUD TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, 12"
I O.C. IN FIELD. O.C. IN FIELD.
(12) 10dX1-1/2"COMMONS AT EACH GROUPS.
END OF HEADER. T FLOOR SYSTEM AT 24"O.C. FASTEN TO WALL /— FLOOR SYSTEM AT 24"O.G. FASTEN TO WALL
GARAGE DOOR HEADER. SEE' BELOW WITH H2.5A,ALL HOLES FILLED WITH 10d BELOW WITH H2.5A,ALL HOLES FILLED WITH 10d Un
NAILS.
FRAMING PLANS FOR SIZE AND PLIES. NAILS.- 1
FASTEN ADJACENT STUDS W/,(2) (2)2x6 NO.2 SYP TOP PLATE FASTENED WITH (2) BEAM HEADER.SEE PLAN. W �
i( } ROWS 10d AT 16' O.C.STAGGERED.MINIMUM 24 Q
ROWS 10d COMMON NAILS 8"O.C., !! o
°�r LAP WITH (12) 10d IN LAP. Z
STAGGERED.FASTEN 7/16"OSB TO FASTEN DOUBLE STUD GROUP TO
EXTERIOR OF RETURNS&ABOVE BEAM PER THE SHEARWALL %"ALL THREAD CONNECTORS.SEE ALL-THREAD > °
DOOR W/8d @ 3"O.C.ON EDGE, 12" SCHEDULE. NOTES SPECIFICATIONS,OSHEET FOR SPACING AND EMBEDMENT. CANTILEVER WALL SECTION
� Z
O.C. IN FIELD.
(2)MSTAM24 FOR GARAGE HEADER
CRIPPLES. (9)10d NAILS, (5) 1/4"X2-1/4" -,
TAPCONS INTO STEMWALUMONO. IN - \- --- - -i-/
t - 2X12 BLOCKING AT 12"O.C.LIEU OF MSTAM, IT IS ACCEPTABLE TOUSE AN EMBEDDEDPA51. \\. , 14 CANTILEVER WALL SECTION
3/4 V-0" �-0
GARAGE SLAB ----��r/- -- - wr--- -- 2X12 LEDGER FASTENED TO U
TRUSSES WITH SDS25300 AT 6"O.C.
M
D - ID ° ° -I! FINISH GRADE STUD TO LVL WITH MSTA36 AT 32"O.C. C14III-11° 2x6 BorroM c�i
PLATE z W W J
11 O
SHEARWALL SC EDULE f 3/4 PLYWOOD O LL
CRIPPLE SUPPORT FOR BM4. FASTEN TO DECKING. U fA U
2X6 WALL STUDS MSTA24, EACH BAND BOARD WITH (1)MSTA24 PER CRIPPLE. Ur U IQ
FACE. 2X6 BOTTOM
PORTAL C/GARAGE HEADER SHEARWALL EDGE SPACING 8d SHEAR ALL ANCHOR SIZE AND 3/4"PLYWOOD z U Q in
DESIGNATION NAILS ANCHOR EMBED DEPTH / 2X6 BOTTOM 3/4"PLYWOOD PLATE III
12 r PLATE DECKING. N HD5B -� DECKING. FLOOR TRUSS. 0- m I--
1/2"= 1'-0" SEE PLAN. -� (n M Q
SW 3"O.C. 1/2"ROD 1/2", FASTENED AT J
BOTTOM OF BEAM
S
LUS210-2 LUS210-3 5/8" T
FG08
Q
2X12 BAND FG07
CTHA422HEAR WALL ASS MBLY DETAIL013 1/2"= 1'-0" (3)2X12 BEAM M5(2)2X12 BEAM 2X12 BAND WITH HU212-3
LUC21
HU212-2 LUC210 BEYOND SECTION m
BM6 BM5 20 3/4"= 1'-0"
9 SECTION
18 SECTION 3/4 10
o
N
-3'-9" 8'-1 3/4" m C�:7 20 ui A
2x4 SPF STUDS AT 16"O.C. FASTEN TO BOTTOM
2x4 SPF STUDS AT 16"O.C. FASTEN TO BOTTOM
� - _
PLATE WITH SPH AT 32"O.C. PLATE WITH SPH AT 32"O.C. I t.. BM5
2x4 No.2 SYP BOTTOM PLATE FASTENED TO
2x4 No.2 SYP BOTTOM PLATE FASTENED TO i
TRUSS WITH 15"CS-16,9"ON FLOOR TRUSS,6"ON
TRUSS WITH 15"CS-16, 9"ON FLOOR TRUSS,6"ON ry �
BOTTOM PLATE. FILL ALL HOLES WITH 10d AILS. , , , , - , • • -
BOTTOM PLATE. FILL ALL HOLES WITH 10d NAILS. _ BM5 :• o•
6"CMU FIREPLACE. '=M
BM6 •. -. (2)2X6 -. •. -. •.
3/4"PLYWOOD FLOOR DECKING FASTENED O T
OP PLATE
3/4"PLYWOOD FLOOR DECKING FASTENED TO LVL -
TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, 12" F14, BEYOND _ •; ;;;
. . . .
WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN . . . . . . . .
O.C. IN FIELD. - - - - - --- - - --- - ,; -
FIELD. - -- -- --�_ ----- - --- --_ _
r - - ---_ _ °- °• (2)2X6 TOP PLATE
FLOOR SYSTEM AT 24"O.C. FASTEN TO WALL I / �` \ / ! W
I 0
BM9. SEE TABLE. 5w-1 P, BELOW WITH H2.5A,ALL HOLES FILLED WITH 10d I I ; \\\\ gM11 / \�\�
NAILS. i ! / \ / _ (2) MSTC28I (4)MSTC28
BM10. NOTCH AROUND BM9.NOTCH IS 5-1/2"MAX. (2)2x6 NO.2 SYP TOP PLATE FASTENED WITH(2) I / \\\ /,' �,\
NOTCH SHOULD BE CUT AS TIGHT AS POSSIBLE ROWS 10d AT 16"O.C.STAGGERED. MINIMUM24" ( / \ / _ _ (2)MTA24 '•° :::: (2)MSTC28
LAP WITH (12)10dINLAP. � — sY< — __ --- _ - • - • • z
/ \
AROUND BM9.
(8}2x6 STUD PACK.
WINDOW. SEE ARCHITECTURAL. F %"ALL THREAD CONNECTORS.SEE ALL-THREAD
(4)2x6 STUD PACK. .�
STEN PER
A
NOTES ON COVER SHEET FOR INSTALLATIONHU410, NAILED. - -
MANUFACTURER'S SPECIFICATIONS. HU410 NAILED (3)2x6 STUD PACK.AND TAPCONED. _ (4)2x6 STUD PACK.
SPECIFICATIONS, SPACING AND EMBEDMENT. BM5 _
LL
CANTILEVER WALL SECTION BEAM SUPPORT CANTILEVER WALL SECTION
CANTILEVER WALL SECTION CANTILEVER WALL SECTION 21 3/4 - 1'-0"
1 1 1/2"= 1'-0" 3/4"= 1 r-0..
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NOTCH.SEE TRUSS LAYOUT to -0 cqo
AND SHOP DRAWINGS. ROOF TRUSS WITH BUILT IN " '_
NOTCH. SEE TRUSS LAYOUT CRIPPLE SUPPORT N Y N
ROOF TRUSS. 2X6 WALL STUDS. FASTEN TO BAND ) : : Y�.a
AND SHOP DRAWINGS. SEE PLAN. /-MSTA24, EACH FACE. FOR BM4 WITH MSTA24 AT 32 O.C. ) �;�+_¢' U, cin -1° rn
2X6 BOTTOM 3/4"PLYWOOD s
PLATE 2X6 BOTTOM A ;
DECKING. 3/4' PLYWOOD i�� • 9c
J PLATE /� m.:� ,. ' . •°'��`ti
/ DECKING. 5� �o•°
ROOF TRUSS.
®.
SEE PLAN. 2X12 BAND
LUS210-2 FLOOR TRUSS. 2X12 BAND .®off
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LUS210-3 �- FLOOR TRUSS. .
SEE LAYOUT. � •, ,� � ,; �,
SEE LAYOUT. °
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2X12 JOIST ���` *51 L��
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LUS210 AT 16"O.C. THA422 GEOFF Y ER,P-.593
LUS210 Cs4 7-fs
LUS210 LUS210 �w
RAISED BEAM. RAISED BEAM. BM6
RAISED BEAM.SEE PLAN. BM5 Sheet No.
SEE PLAN. SEE PLAN
SECTION SECTION
24 ROOF SECTION W-31OOF SECTION 26 SECON LEVEL ROOF PLAN 27 3/4"= 1'-0" 28 3/4"= 1'-0"
3/4 11-010 - 1 0 3/4 - 1-0 S3 , 02
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulhrg,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
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ARCHITECTURAL
INDEX OF DRAWINGS AS01 F(SUNDATION DIAGRAM A13 BUILDING SECTIONS
A14 INTERIOR ELEVATIONS
AS02 FRAMING DIAGRAM
A15 INTERIOR ELEVATIONS
AOO MATERIALS AND SPECIFICATIONS A16 INTERIOR ELEVATIONS
NS
A01 S TE DIAGRAM A17 INTERIOR ELEVATIO
A18 ATIONS
A02 FLOOR PLAN LEVEL 1 INTERIOR ELEV
A03 FLOOR PLAN LEVEL 2 A19 WALL SECTIONS
A04 DIMENSION PLAN LEVEL 1 A20 WALL SECTIONS
A05 D MENSION PLAN LEVEL 2 A21 WALL SECTIONS
A06 FINISH PLAN LEVEL 1 A22 WINDOW SCHEDULE
A07 FINISH PLAN LEVEL 2 A23 DOOR SCHEDULE
A08 RCP I SWITCHING PLAN LEVEL 1
A09 RCP / SWITCHING PLAN LEVEL 2
A10 ROOF PLAN
Al 1 EXTERIOR ELEVATIONS
Al2 BUILDING SECTIONS
SHEET
ISSUED
NOTES: ARCHITECTURAL PROJECT
r:
la",a
- 5 ISSUE OF DRAWINGS
me, �zl m — 19-201
01
'U' 'i low
THIS DR
A Lm,IAL amm
AWING(S) AND INFORMATION ARE THE PROPERTY OF WF2STUDI0 AND
CC L., NTI
ITS SUBSIDIARIES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT
BE REPRODUCED OR USED WITHOUT WRITTEN P RMISSION OF WF2STUDIO.
situd"' 320 BEACH AVENUE ATLANTIC BEACH, FL 32233
GRAPHIC SCALE
(FEET)
0 1 4 8 16
NORTH
WEST EAST
SOUTH
ARCHITECTURAL FOUNDATION NOTES:
9
1. THIS FOUNDATION PLAN IS DIAGRAMATIC IN NATURE ONLY,AND IS PROVIDED TO CONFIRM THE INTENT OF THE DESIGN WITH THE STRUCTURAL ENGINEER. AS SUCH CONFIRM ALL BEAM AND PIER
SIZING AND SPACING WITH A STRUCUTURAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJEC T SITE.
2.WHERE ELEVATIONS ARE NOT PROVIDED ON FOUNDATION PLAN, COORDINATE WITH FLOOR PLANS, SECTIONS, ELEVATIONS, DETAILS AND OTHER ARCHITECTURAL DRAWINGS FOR ELEVATION CALL
OUTS.
3. THE FOUNDATION DIAGRAM SHOWN ASSUMES A NOMINALLY FLAT SITE, VERIFY BASED ON ACTUAL CONTOURS THE F'EASABILITY OF THIS STRUCTURAL SYSTEM WITH THE STRUCTURAL ENGINEER..
4. PROVIDE VOID BOXES UNDER ALL CONCRETE GRADE BEAMS IF REQUIRED BY STRUCTURAL ENGINEER AND SOILS REPORT.
5. PLEASE NOTE THAT IT IS NORMAL TO HAVE SUPERFICIAL HAIRLINE CRACKING IN FINISH CONCRETE SURFACES. THIE IS INHERENT TO THE NATURE OF THE MATERIAL AND SHOULD BE CONSIDERED
WHEN DETERMINING WHETHER OR NOT TO LEAVE THE CONCRETE FLOORS EXPOSED. ALSO NOTE THAT IF IT IS DETEF MINED THAT THE USER WANTS ALTERNATE FLOORING MATERIALS SUCH AS TILE,
WOOD, OR CARPET IN LIEU OF EXPOSED CONCRETE, THIS WILL AFFECT VARIOUS DETAILS THROUGHOUT THE CONSTR JCTION DRAWINGS. PLEASE COORDINATE THIS MODIFICATION WITH ALL OTHER
SCOPES OF WORK PRIOR TO INSTALLATION/FABRICATION OF PROJECT.
6. DIMENSIONS, LOCATIONS,AND QUANTITIES OF INTERIOR PIERS AND GRADE BEAMS WILL VARY BASED ON STRUCTURAL ENGINEERS REVIEW. CONSULT ENGINEER LICENSED IN THE JURISDICTION OF
THE PROJECT LOCATION FOR FINAL STRUCTURAL DESIGN.
7. COORDINATE LOCATION OF SLAB RECESS WITH OTHER DRAWINGS IN THESE CONSTRUCTION DOCUMENTS TO VERIFY EXACT LOCATION REQUIRED PRIOR TO INSTALLATION.
92'-B8"
000,
I
11'-118" 11'-58" 11'-58" 11'-58" 11'-58" 11'-58" 11'-58" 11'-118"
s '
100
J� - - - - - - - - - - -1 - - - - - - - - - - - - i- - � - - - - -I -�r- - - - - - - i - - - - - - - - - - - - � - - - - - - - - - -1 F- - - - -�
III I I I I ; I I I I
f y f I I I III III I I PROVIDE 2" RECESS
NOTE: COORDINATE I TYP.AT DOOR AND
I III I I I I RECESS LOCATIONS WITH I I I I
WINDOW OPENINGS.
FLOOR PLAN, DIMENSION =r I I I STRUCTURAL SLAB DESIGNED BY I I I I I COORDINATE WITH
III I I I PLAN AND INTERIOR STRUCTURAL ENGINEER. I I DOOR AND WINDOW
PROVIDE 2" RECESS I SLOPE TO I I I I I ELEVATIONS. REPORT I I PROVIDE VOID CARTONS UNDER I I SCHEDULES.
TYP.AT DOOR AND I_ DRAIN I I DISCREPANCIES TO I SLAB IF REQUIRED BY
I 11 - I I I I I I I III I I II
I ® I I I I I I I A CH TECT
HITECT PRIOR TO I ISTRUCTURAL ENGINEER ORWINDOW OPENINGS. 2„ INSTALLATION. GEOTECHNICAL REPORT. ( I
I INTERIOR CONCRETE PIER. II II 2COORDINATE WITH I
SIZE AND LOCATIONS BY
DOOR AND WINDOW
- I III _ ISI ISI ISI ISI ISI
SCHEDULES. I STRUCTURAL ENGINEER
SLOPE TO , —I SLOPE TO I I I I I I I I I AND GEOTECHNICAL I I g
I
DRAIN
DRAIN I ) I I I j I I I I REPORT I I
I ' I� III I I I I I I ' I II
�i ..... . ..._ ..... _ A. o
�� ... .. . ..... _...._ �► '
_. _.. . ._.. ... . .... ........ .. �..�....... __ _ __. ..._. .__... .......... �... _... 3„ ih ` ..... .. N
] I I I I I I I I I VERIFY REQUIREMENTS
II
STRUCTURALFOR FOOTING
I@ FIREPLACE W/ I I I
N,-
5' 3"
I I 5'-2„ —9 I I I STRUCTURAL ENGINEER
<
� 4
I
III
IIII 1I`! IIII IIIII(IIIIIII IIIIIIISIIIII f IIIIIII IIII
IIIIII IIIIIII IIIIIII IL `_J— -- --
- - - - - - - - -
r
SLOPE TO PROVIDE 3" RECESS IN SLAB
DRAIN TO ALLOW FOR SHOWER
PAN AND DRAIN
INSTALLATION, THICKEN
SLAB AS REQUIRED TO
SLOPE GARAGE MIN. 1/8" I j I jMAINTAIN 6"OVERALL SLAB
THICKNESS AT RECESS.FT. TO DRAIN 2 J IIIII
N
I III i Ijl III III III I � I I
I III ISI III ISI III II I I
L— - - - - - - - - - - --I �-- - - - - - - - - - - - - -� - - - -j L - - - - - - - - -� = - - - - - - - - - J L- - - - - - - - - - - - - � �- - - - - - - - - - - -� L - - -
� � � X11
1 3 1 I
2„ 2-1 f
I I
j I i I I NOTE: COORDINATE RECESS
f PROVIDE 2" RECESS TYP.AT I --k I LOCATIONS WITH FLOOR PLAN, I
DOOR AND WINDOW i DIMENSION PLAN AND INTERIOR
OPENINGS. COORDINATE ELEVATIONS. REPORT
WITH DOOR AND WINDOW DISCREPANCIES TO ARCHITECT
SCHEDULES. PRIOR TO INSTALLATION.
1 FOUNDATION DIAGRAM
'i SCALE: 4" = 1'-0"
`I
1
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
\� ,. � , .a, \ \�\1 akmAIN" , �o _ _ FOUNDATION DIAGRAM
THIS DRAWINGS SND INFORMATION ARE THE PROPERTY OE WF2STUD10 AND ,\,, , uu ;\ � �� �,, � .� 01 19 2015 ISSUE OF DRAWINGS
\� o,� 11,&H
\N ift MEN
\',a \\\\\\\\\Nial
ITS SUBSIDIARIES. THE DRAWINGS OR INFORMATION DEPICTED SHALL NOT v�v,�� llk-
� � W
D WITHOUT WRITTEN PERMISSION OF WF2STUDIO.
BE REPRODUCED OR USED ., 320 BEACH AVENUE ATLANTIC BEACH, FL 32233
\\
GRAPHIC SCALE
(FEET)
0 1 4 8 16
NORTH
WEST EAST
ARCHITECTURAL FRAMING DIAGRAM NOTES:
. DESIGN IS BASED ON A 21" OVERALL ROOF TRUSS DEPTH AT LEVEL 1 ROOF TRUSSES WITH SECOND STORY ABOVE.. PLEASE NOTIFY
SOUTH
ARCHITECT IF ADDITIONAL DEPTH IS REQUIRED DUE TO PROJECT LOCATION PRIOR TO TRUSS FABRICATION AND INSTALLATION.
2. DUE TO VARYING LIVE AND DEAD LOAD AND SEISMIC REQUIREMENTS IN DIFFERENT PROJECT LOCATIONS WE CANNOT PROVIDE SIZING FOR
STRUCTURAL MEMBERS. AS SUCH FRAMING SHOWN IS DIAGRAMATIC IN NATURE ONLY. ALL CONNECTIONS AND MEMBER SIZING Z HALL BE
DESIGNED BY STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT SITE.
3. PROVIDE LEAVE OUTS IN ALL TRUSS AS REQUIRED TO "THREAD" BEAMS THROUGH TRUSSES AT ALL FULL HEIGHT OPENINGS.
4. PROVIDE LEAVE OUTS IN TRUSSES AS REQUIRED TO RUN ALL MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS, COORDINATE VVITH MEP
TRADES PRIOR TO FABRICATION AND INSTALLATION OF TRUSSES.
5. INSTALL RIM BOARD TYPICAL AT THE PERIMETER OF ALL TRUSSES.
6. SLOPE TOP CHORDS OF TRUSSES AND VARY HEIGHT OF TRUSSES AS REQUIRED TO SLOPES INDICATED ON ROOF PLAN. AS ANA TERNATE
THE CONTRACTOR MAY INSTALL ALL TRUSSES WITH A FLAT TOP CHORD AND ACHIEVE THE REQUIRED ROOF SLOPE USING TAPERED INSULATION.
COORDINATE PREFERED METHOD WITH TRUSS MANUFACTURER PRIOR TO FABRICATION/INSTALLATION.
7. INSTALL ROOF DECKING AS REQUIRED TO CONFORM WITH ALL REGULATORY CODES HAVING JURISDICTION OVER PROJECT SITE.
8. PROVIDE SOLID WOOD BLOCKING AS REQUIRED AT ALL DOOR AND WINDOW OPENINGS, ETC. (@ ROOF FRAMING)
LEAVEOUT IN TRUSS FOR STRUCTURAL LEAVEOUT IN TRUSS FOR STRUCTURAL
MEMBER PER ENGINEER MEMBER PER ENGINEER
NOTE REDUCE HEIGHT el
OF TRUSSES BY 2"AT ALL SOLID=COLUMN NOTE REDUCE HEIGHT
EXTERIOR DECKS
SUPPORT, TYPICAL IN �ic� OF TRUSSES BY 2"AT ALL
HATCH = LOAD BEARING CANTILEVER r CANTILEVER
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...................
ACCOMODATE 3" DEPRESSION IN
CANTILEVER TRUSSES FOR SHOWER PAN
COORDINATE WITH DIMENSION PLAN
LEAVEOUT IN TRUSS FOR STRUCTURAL MEMBER PER ENGINEER
*041 CONTINUOUS BEAM SPAN
VERIFY WITH STRUCTURAL ENGINEER
1 ARCHITECTURAL FRAMING
DIAGRAM L 2 SCALE: 411 = 11-011
_NOTES: ARCHITECTURAL PROJECT
ISSUED SHEET
THIS DRAWINGS) AND INFORMATION ARE THE PROPERTY OF WF2STUD10 ANDMA
" ,a ass \„"� ,
\� \\\• aps \\\ � �� \ \ o a \tmw, FRA
ITS SUBSIDIARIES. THE DRAWINGS OR INFORMATION .� � .:,,• � ,\ 01 19-2015 ISSUE OF DR MING DIAGRAM LEVEL 2
DEPICTED GS
DRAWING(S) DEPI SHALE NOT �\ , o \ ,\\\ � � � � � � �� �� �\„ AWIN
REPRODUCEDBE OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO. �`� � ME � a . o �� r�
l
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GRAPHIC SCALE
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iiiii
ARCHITECTURAL FRAMING DIAGRAM NOTES:
0 1 4 8 16
1. DESIGN IS BASED ON A 21" OVERALL ROOF TRUSS DEPTH AT LEVEL 1 ROOF TRUSSES WITH SECOND STORY ABOVE.. PLEASE NOTIFY
ARCHITECT IF ADDITIONAL DEPTH IS REQUIRED DUE TO PROJECT LOCATION PRIOR TO TRUSS FABRICATION AND INSTALLATION.
NORTH
2. DUE TO VARYING LIVE AND DEAD LOAD AND SEISMIC REQUIREMENTS IN DIFFERENT PROJECT LOCATIONS WE CANNOT PROVIDE SIZING FOR
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DESIGNED BY STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT SITE.
WEST EAST
i
3. PROVIDE LEAVE OUTS IN ALL TRUSS AS REQUIRED TO "THREAD" BEAMS THROUGH TRUSSES AT ALL FULL HEIGHT OPENINGS.
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SOUTH
TRADES PRIOR TO FABRICATION AND INSTALLATION OF TRUSSES.
5. INSTALL RIM BOARD TYPICAL AT THE PERIMETER OF ALL TRUSSES.
j I
6. SLOPE TOP CHORDS OF TRUSSES AND VARY HEIGHT OF TRUSSES AS REQUIRED TO SLOPES INDICATED ON ROOF PLAN. AS AN ALTERNATE
THE CONTRACTOR MAY INSTALL ALL TRUSSES WITH A FLAT TOP CHORD AND ACHIEVE THE REQUIRED ROOF SLOPE USING TAPERED INSULATION.
COORDINATE PREFERED METHOD WITH TRUSS MANUFACTURER PRIOR TO FABRICATION/INSTALLATION.
7. INSTALL ROOF DECKING AS REQUIRED TO CONFORM WITH ALL REGULATORY CODES HAVING JURISDICTION OVER PROJECT SITE.
8. PROVIDE SOLID WOOD BLOCKING AS REQUIRED AT ALL DOOR AND WINDOW OPENINGS, ETC. (@ ROOF FRAMING) ':
r5.
Y,
y;t
CONTINUOUS BEAM SPAN CONTINUOUS BEAM SPAN
VERIFY WITH STRUCTURAL ENGINEER VERIFY WITH STRUCTURAL ENGINEER
10
100
LEAVEOUT IN TRUSS FOR STRUCTURAL LEAVEOUT IN TRUSS FOR STRUCTURAL LEAVEOUT IN TRUSS FOR STRUCTURAL LEAVEOUT IN TRUSS FOR STRUCTURAL
MEMBER PER ENGINEER MEMBER PER ENGINEER MEMBER PER ENGINEER MEMBER PER ENGINEER
..
oe 00,
40
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LEAVEOUT IN TRUSS FOR STRUCTURAL LEAVEOUT,IN TRUSS FOR STRUCTURAL LEAVEOUT IN TRUSS FOR STRUCTURAL
MEMBER PER ENGINEER MEMBER PER ENGINEER MEMBER PER ENGINEER
LEAVEOUT IN TRUSS FOR STRUCTURAL MEMBER PER ENGINEER
40
CONTINUOUS BEAM SPAN CONTINUOUS BEAM SPAN
VERIFY WITH STRUCTURAL ENGINEER VERIFY WITH STRUCTURAL ENGINEER
t
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1 ARCHITECTURAL FRAMING
DIAGRAM ROOF LEVEL
SCALE: 4" —°°
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ITS SUBSIDIARIES. THE DRAWINGS) OR INFORMATION DEPICTED SHALL NOTIN
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BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO.
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APPLIANCE/FIXTURE SCHEDULE MATERIALS
ITEM# DESCRIPTION LANDSCAPE/HARDSCAPE COUNTERTOPS THERMAL INSULATION INTERIOR PAINT(PT01)
01 FREEZER
02 REFRIGERATOR DESIGN AND LAYOUT FOR HARDSCAPE AND LANDSCAPE INCLUDING THE KITCHEN ISLAND: MATERIAL: PRATT AND LAMBERT
POOL IS NOT IN THE SCOPE OF THESE DOCUMENTS AND SHALL BE PROVIDED TO BE DETERMINED ICYNENE OPEN CELLED FOAM INSULATION COLOR: SEED PEARL
03 DISHWASHER BY OTHERS. FINISH: PER LOCATION AS FOLLOWS...
04 SINK MASTER SUITE COUNTERTOP: WALLS:AS REQUIRED BY CODE
05 KITCHEN FAUCET MASONRY FIRE PLACE O BE DETERMINED CEILINGS:AS REQUIRED BY CODE ALL SPACES UNLESS EXCEPT SERVICE SPACES AND BATHROOMS
DEFINED BELOW-
06 DOUBLE OVEN INSTALL MASONRY FIREPLACE TO COMPLY WITH ALL REGULATORY CODES ATH COUNTERTOPS OTHER THAN MASTER SUITE: NOTES: LEVEL 5 SMOOTH WALL FINISH
07 TOILET HAVING JURISDICTION AT THE PROJECT LOCATION O BE DETERMINED 1. ENCAPSULATE ALL WOOD FRAMING TO PROVIDE CONTINUOUS LINE OF SHEEN: SATIN
INSULATION AT CEILING.
08 LAVATORY COORDINATE WITH THE FOLLOWING VENT-FREE UNITS: LAUNDRY/PANTRY: 2. DO NOT INSULATE PERIMETER OVERHANGS ABOVE NON-CONDITIONED BATHROOMS:
09 BATH FAUCETO BE DETERMINED SPACES UNLESS NOTED OTHERWISE IN SET. INSTEAD PROVIDE CONTINUOUS LEVEL 5 SMOOTH WALL FINISH
LEVEL 1 -SPARK MODERN FIRES 4'VU THRU VENT FREE UNIT SOFFIT VENTS ALONG ALL PERIMETER SOFFIT OVERHANGS AS DESCRIBED SHEEN: SEMIGLOSS
10 RAINHEAD SHOWER LEVEL 2-SPARK MODERN FIRES 4'OUTDOOR FIRE RIBBON-VENT FREE ELSEWHERE IN MATERIAL NOTES.
11 SHOWER CONTROLS ROOF MEMBRANE 3. INSULATE GARAGE SERVICE AREAS:
STONE VENEER(ST01) ALL UTILITY ROOMS
12 LAVATORYLOCATION: ALL ROOFS ACCOUSTICAL INSULATION LEVEL 4 LIGHT ORANGE PEEL FINISH
13 BATH FAUCET MATERIAL: TO BE DETERMINED SHEEN: SATIN
ATERIAL: 4 PLY MODIFIED BITUMEN ROOFING SYSTEM WITH GRANULAR CAP INSTALL FULL CAVITY INTERIOR SOUND BATTS AT ALL WALLS REQUIRING
14 WASHER LOCATIONS: S3 HEET. ACOUSTICAL PRIVACY. COORDINATE WALLS REQUIRING ACCOUSTICAL PAINTED DOORS AND FRAMES:
15 DRYER PER PLANS AND ELEVATIONS INSULATION WITH OWNER PRIOR TO CLOSING IN WALLS. FINISH: SMOOTH
NOTES: SHEEN: SEMIGLOSS
16 BATH TUB NOTES: . RELIEF NOZZLES MAY BE INSTALLED IN ROOF MEMBRANE AT SUB
17 TUB CONTROLS 1.PROVIDE DRYSTACK EFFECT BY POINTING MORTAR JOINTS CONTRACTORS DISCRETION, IF SUCH VENTS ARE REQUIRED COORDINATE EXTERIOR FELT APPLICATION NOTE:
PRODUCT TO BE USED WITH ARCHITECT. PLEASE CONSULT WITH LOCAL DEPENDING ON SURFACES (IE WOOD, METAL, GYPSUM BOARD ETC.)
18 WALL SHOWER HEAD WALL FRAMING ROOFING CONSULTANT TO DETERMINE IF REQUIRED OR CONTACT INSTALL BUILDING VAPOR BARRIER TYPICAL OVER ALL EXTERIOR SHEATHING PAINT/PRIMER TYPE WILL VARY, REFER TO MANUFACTURERS
19 SHOWER CONTROLS ARCHITECT. TO FULLY COMPLY WITH OR EXCEED LOCAL AND INTERNATIONAL BUILDING TECHNICAL INFORMATION TO DETERMINE TYPE OF PAINT/PRIMER FOR
20 COOKTOP REFER TO PARTITION SCHEDULE FOR WALL FRAMING MEMBER SIZES AT 2. IT IS RECOMENDED PRIOR TO MODIFIED BITUMEN ROOF INSTALLATION CODES AND LOCAL REGULATORY CODE REQUIREMENTS. INSTALL FELT EACH INTERIOR APPLICATION.
VARIOUS LOCATIONS. PROVIDE IN WALL BLOCKING AS REQUIRED FOR ALL HAT THE CONTRACTOR INSTALL A PEEL AND STICK ICE AND WATER SHIELD HORIZONTALLY, LAP SHEETS BY 6"TYPICAL TO ALLOW FOR WATER
WALLS TO SUPPORT FIXTURES, ACCESSORIES,AND APPLIANCES. INSTALL COMPATIBLE WITH TORCH DOWN ROOF APPLICATIONS ON THE ENTIRE ROOF RESISTANCE. INSTALL (2) LAYERS OF BUILDING FELT AT ALL LOCATIONS TO INTERIOR FINISH ACCESSORIES
PRESSURE TREATED BOTTOM PLATES AT ALL LOCATIONS WHERE FRAMING IS SURFACE AS A SECONDARY WATERPROOF MEMBRANE. RECEIVE STUCCO.
IN CONTACT WITH THE CONCRETE SLAB. INSTALL FELT STRIP BELOW 3. INSTALL ROOF MEMBRANE TO MEET ALL LOCAL REGULATORY AND CODE TYPICAL WALL BASE: 1" FRY REGLET ALUMINUM BASE WALL REVEAL,
BOTTOM PLATES, TYPICAL AT LEVEL 1. REQUIREMENTS HAVING JURISDICTION AT THE PROJECT LOCATION. PERIMETER GLAZING SYSTEMS CONFIRM FINISH PRIOR TO ORDERING.
INSTALL DOUBLE TOP PLATES TYPICAL AT ALL LOAD BEARING WALLS. INTERIOR PAINTED DOORS:4" FRY REGLET REVEAL AT HEAD AND JAMB,
ALUMINUM STOREFRONT
BETWEEN ALL TRUSSES INSTALL CLOSURE- " EXTERIOR SHEATHING WITH LASHINGS ANODIZED BRONZE PAINTED TO MATCH WALL SURFACE
F IXTU REAP P L IAN C E NOTES TOP AND BOTTOM BLOCKING TO FORM PERIMETER TO RECEIVE THERMAL PROVIDE STOREFRONT SYSTEM THAT CAN PROVIDE A COMPLETE PACKAGE WALLS SCHEDULED TO RECEIVE LEVEL 4 PAINT FINISH: FLUSH WOOD
INSULATION. LASHINGS AT ROOFS INCLUDING ALL OPERABLE AND FIXED STOREFRONT WINDOWS AND DOORS BASE OR 1 REVEAL.
USE 2009 INTERNATION RESIDENTIAL CODE FRAMING STANDARDS OR LOCAL AS NOTED IN THE DOOR SCHEDULE. STOREFRONT SYSTEM SHALL MEET ALL
1.TO BE DETERMINED BASED ON OWNER SELECTIONS STANDARD HAVING JURISDICTION AT PROJECT LOCATION,WHICHEVER IS EXTERIOR PAINT(PT02)
MORE STRINGENT. SIZE ALL LOAD BEARING WALLS AS REQUIRED FOR DEAD 2 GAUGE PAINT GRIP METAL FLASHINGS TYPICAL SIZE REQUIREMENTS AS WELL AS LOCAL REGULATORY CODE
2. INSTALL ALL IN WALL BLOCKING AS REQUIRED TO SUPPORT ALL AND LIVE LOAD REQUIREMENTS BASED ON CODES HAVING JURISDICTION AT I STALL AT THE FOLLOWING LOCATIONS: REQUIREMENTS INCLUDING BUT NOT NECESARILY LIMITED TO WIND LOADING FLAT ROOFS:
FIXTURES AND APPLIANCES THE PROJECT LOCATION. PERIMETER ROOF EDGE BELOW ROOF MEMBRANE- PAINT TO MATCH AND STRUCTURAL REQUIREMENTS HAVING JURISDICTION AT THE PROJECT DIRECT TO METAL PAINT/PRIMER(SHOP PAINTED AND PRIMED)AT ALL
ADJACENT STUCCO OR WOOD SURFACE. SITE. FLASHINGS EXPOSED TO PUBLIC VIEW
WOOD FLOORING (WOOD 01) ASE OF WALLS- INSTALL OVER EXTERIOR SHEATHING INSTALL PEEL AND SEE FLASHINGS CATEGORY
TICK ICE AND WATER SHIELD OVER TOP EDGE OF FLASHING GLASS EXTERIOR RAILINGS
WOOD FLOOR(USE ONLY QUARTER SAWN MATERIAL) SEALERS
BATHROOM ACCESSORIES NOTES SPECIES: SOLID 3/4"X 4"CLEAR MAPLE
THROUGH WALL FLASHINGS INSTALL CLEAR TEMPERED GLASS AT ALL PERIMETER EXTERIOR GUARD
RAILS.SIZE PER REGULATORY REQUIRMENTS HAVING JURISDICTION AT THE WOOD SEALER(CS01)
4 GAUGE METAL FLASHINGS PROJECT SITE.
INSTALL CORK EXPANSION MATERIAL STAINED TO MATCH FLOOR FINISH USED FOR PUNCHED OPENINGS AT HEAD CONDITION
1. REFER TO INTERIOR ELEVATIONS FOR ALL BATHROOM ACCESSORIES TYPICAL AT ALL PERIMETER WALLS. MATERIAL: WATER BASED CLEAR SEALER PER INSTALLER'S
HERE EXPOSED TO PUBLIC VIEW INSTALL PAINT GRIP FLASHING PAINTED INSTALL GLASS PANELS INTO CONTINOUS ALUMINUM SHOE MOULDING
LOCATIONS. RECOMMENDATIONS
SEALER: STREET SHOE 275 SATIN FINISH 2 PART SYSTEM
2. PRODUCTS TO BE DETERMINED BASED ON OWNER SELECTIONS. O MATCH ADJACENT MATERIAL SURFACE. FINISH: MATTE
INSTALL END DAM FLASHING AT ALL EXTERIOR JAMB OPENINGS. SHOE MOULDING: JULIUS BLUM 4"ALUMINUM SHOE MOULDING
3. INSTALL BLOCKING AS REQUIRED TO SUPPORT ALL WALL HUNG - -. LOCATION: WOOD FLOORS
ACCESSORIES. INSTALLATION: INSTALL PER MANUFACTURERS RECOMENDATIONS LASHING GENERAL NOTES STUCCO SIDING NOTE: INSTALL PER MANUFACTURERS RECOMENDATIONS
WOOD SIDING 1. INSTALL 6" MINIMUM PEEL AND STICK MEMBRANE STRIPS OVER ALL WOOD SEALER(CS02)
WALLS:a"-1" PORTLAND CEMENT INTEGRAL COLOR PLASTER WITH
LASHING MEMBERS. AT FLAT ROOF APPLICATIONS INSTALL MEMBRANE ELASTOMERIC TOP COAT 3 PART SYSTEM INSTALLED OVER METAL LATHE.
3 s ( ) MATERIAL: WATER BASED CLEAR SEALER PER INSTALLER'S
MATERIAL:a SHIP IPE WOOD SIDING INSTALLED OVER a PRESSURE COMPATIBLE WITH TORCH DOWN MODIFIED BITUMEN ROOF.
TREATED WOOD SLEEPERS PLACED VERTICALLY AT 18"O C TYPICAL �YPRIOR .ALL FLASHINGS EXPOSED TO PUBLIC VIEW SHALL BE PAINTED TO MATCH RECOMMENDATIONS
TO INSTALLATION OF WOOD SLEEPERS INSTALL VERTICALPEEL AND STICK HE WALL SURFACE DIRECTLY ADJACENT TO THE FLASHING.ALL PAINT SOFFITTS:$' SKIM COAT INSTALLED DIRECTLY OVER EXTERIOR SHEATHING. FINISH: CLEAR
ICE AND WATER SHIELD STRIPS;AS A BACKER FOR EACH SLEEPER. LOCATION: MILLWORK MW01
.. �.,� ._ LASHING SHALL BE SHOP PRIMED AND PAINTED WITH A PAINT SPECIALLY WALL CONTROL JOINTS: INSTALL FRY REGLET"V" STYLE CONTROL JOINTS, NOTE: INSTALL PER MANUFACTURERS RECOMENDATIONS
DESIGNED FOR DIRECT TO METAL APPLICATIONS. COORINDATE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION IF
FASTENERS: FASTEN IPE SIDING WITH TRIMTITE STAINLESS STEEL ALL EXTERIOR OPENINGS SHALL RECEIVE GLAZING TAPE AROUND ALL -
FASTENERS. PRE DRILL ALL FASTENER HOLES AND COUNTER SINK THROUGH WALL FLASHINGS AND END DAMS. PROPOSED. WOOD SEALER(CS03)
FASTENERS INTO WOOD. CONSULT WITH WATERPROOFING CONSULTANT FAMILIAR WITH LOCAL FASCIA CONTROL JOINTS: COORDINATE LOCATIONS WITH ARCHITECT PRIOR MATERIAL: WOODCRAFT WATERLOX ORIGINAL AND MARINE SEALER
CONDITIONS AT PROJECT SITE TO FINALIZE ALL WATERPROOFING AND TO INSTALLATION. PRODUCTS
FINISH: CLEAR UV RESISTANT SEALER AS RECOMMENDED BY IPE SUPPLIER. 'LASHING DETAILS. =`FINISH: CLEAR
PRIOR TO INSTALLATION PARE CLEAN ALL SURFACES TO RECEIVE STAIN WITH FINISH: SMOOTH TROWELED TOP COAT LOCATION: EXTERIOR IPE WOOD (OR OTHER WOOD MATERIAL IF
2 APPLICATIONS OF ACETONE.`" I TERIOR SHEATHING CHANGED), ENTRY DOOR
LOCATION:AS NOTED ON EXTERIOR ELEVATIONS INTERIOR WALLS DRY LOCATIONS: 1/2" GYPSUM BOARD COLOR: NATURAL WHITE `; NOTE: INSTALL PER MANUFACTURERS RECOMENDATIONS
?'~ I TERIOR WALLS WET LOCATIONS: 1/2"GREEN BOARD
MISCELLANEOUS MOLDINGS:
INTERIOR WOOD DOORS
,,. I TERIOR CEILINGS DRY LOCATIONS: 1/2"GYPSUM BOARD CONCRETE FLOOR FINISH (SC01)
ALTERNATES PAINT GRADE SOLID CORE DO R AND FRAMES I TERIOR CEILINGS WET LOCATIONS:8" GREEN BOARD OUTSIDE CORNERS: INSTALL FRY REGLET OUTSIDE CORNER MOLDING. A
DOORS: PAINT GRADE BIRCH DOOR SLABS SOLID CORE OTE: AT SHOWER SURROUNDS INSTALL 4" HARDI TILE BACKER AT ALL WALL BASE OF WALL: INSTALL FRY REGLET J MOLDING. MATERIAL: DIAMOND POLISH CONCRETE FLOOR FINISH
1. TO BE REVIEWED AND CONFIRMED WITH THE OWNER. FINISH: PT01 SEMIGLOSS FINISH SURFACES ., (100,200,400,80,1500 GRIT RESINS)WITH LITHIUM DENSIFIER AND GUARD
FRAMES: SOLID STOCK POPLAR SOFFIT VENTS: INSTALL 4" CONTINUOUS SOFFITT VENT, TYPICAL AT ALL APPLICATION
FINISH: CLEAR
FRAME FINISH: PT01 SEMIGLOSS FINISH EXTERIOR SHEATHING EXTERIOR OVERHANGS. LOCATION: EXPOSED CONCRETE FLOORS
NOTE: PAINT TO MATCH PEARL SEED WALL COLOR INOTE; INSTALL PER MANUFACTURERS RECOMENDATIONS
LOCATIONS: SEE INTERIOR ELEVATIONS AND DOOR SCHEDULE INSTALL 5/8" DENS GLASS GOLD AT ALL EXTERIOR WALLS, FASCIAS AND WALL TO SOFFIT INTERSECTION: INSTALL FRY REGLET J MOLD,AND ALLOW '
'OFFITTS JOINT CAULK JOINT TO MATCH PLASTER FINISH.
MILLWORK DOORS AND FRAMES CERAMIC/PORCELAIN TILE
DOORS: MATCH TO MILLWORK MW01 FRY REGLET INSTALLATION:
FINISH: CS02 INSTALL PER MANUFACTURERS RECOMENDATIONS, INSTALL STUCCO TO TILE01
FRAMES: MATCH MILLWORK WITHIN 2" OF GRADE TYPICAL, UNLESS NOTED OTHERWISE ON PLANS.
FRAME FINISH: CS02 '°
LOCATIONS: SEE INTERIOR ELEVATIONS AND DOOR SCHEDULE MATERIAL: TO BE DETERMINED
LOCATION: MASTER SUITE WALLS AND SHOWER FLOOR
MILLWORK
TILE 02
(MW01) MATERIAL: TO BE DETERMINED
DISCLAIMER SPECIES: TO BE DETERMINED
LOCATION: BATH SHOWER SURROUNDS AT ALL BATHS EXCEPT
FINISH: SEALER AS SPECIFIED ELSEWHERE MASTER
LOCATIONS: TILE 03
Architects, Engineers, Signatures, Seals, Plan Stamps, and Local Codes PER PLANS AND INTERIOR ELEVATIONS.
MATERIAL: TO BE DETERMINED
The house plans you are purchasing do not have an architectural or
engineering signature, seal and/or stamp. Consult your local building (MW02) LOCATION: KITCHEN BACKSPLASH
official who can tell you if a review of your plan by a licensed architect or SPECIES: PAINT GRADE
TILE 04
engineer is required prior to submission of a building permit. All plans are FINISH: MATCH TO PT01 SEMIGLOSS FINISH
MATERIAL: TO BE DETERMINED
designed to meet building codes in effect at the time and place they were LOCATION: LEVEL 2 EXTERIOR PORCHES
LOCATIONS:
drawn. Because of the great differences in geography and climate ALL MILLWORK LOCATIONS NOT SPECIFIED AS MW01
i
throughout the United States and Canada, each state, county, and PER PLANS AND SPECIFICATIONS
MECHANICAL, ELECTRICAL,AND PLUMBING SYSTEMS
municipality has its own building codes, zone requirements, ordinances,
and building regulations. Your plan may need to be modified to comply ENTRY DOOR
BY OTHERS
with local requirements. In addition, you may need to obtain permits or CUSTOM IPE WOOD CLAD PIVOT DOOR WITH STEEL INTERNAL FRAME AND SEE REFLECTED CEILING PLAN FOR DIFFUSER LOCATIONS AND NOTES.
inspections from local governments before and in the course of RECESSED TOP AND BOTTOM PIVOT HINGES. COORDINATE FABRICATION
construction. We authorize the use of the plans on the express condition WITH QUALIFIED MILLWORK CRAFTSMAN.
that you consult a local licensed architect or engineer of your choice prior FINISH: SEALER AS SPECIFIED ELSEWHERE
to beginning construction, and strictly comply with all local building
codes, zoning requirements, and other applicable laws, regulations,
ordinances, and requirements. Notice: Plans for homes to be built in
Nevada must be redrawn by a Nevada-registered professional. Consult
your local building official for more information on this subject.
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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GRAPHIC SCALE
PROJECT (FEET)INFORMATION
LOCATION: 320 BEACH AVENUE 0 1 4 8 16
ATLANTIC BEACH, FLORIDA 32233 NORTH
AREA: LEVEL 1 CONDITIONED SPACE: 11605 SF
LEVEL 2 CONDITIONED SPACE: 17955 SF WEST EAST
TOTAL CONDITIONED SPACE: 3,560 SF SOUTH
GARAGE: 585 SF
TOTAL BUILDING AREA: 41145 SF
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132.30' /
THIRD STREET
1 SITE DIAGRAM
SCALE: 16 = 1'-0"
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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\, 1 1 �m u� 320 BEACH AVENUE ATLANTIC BEACH FL 32233 AO
GRAPHIC SCALE
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NORTH
PLAN NOTES: PARTITION TYPES: PARTITION NOTES
1. PLANS ARE DESIGNED BY 2006 INTERNATION BUILDING CODES 4. COORDINATE INSTALLATION OF APPLIANCES AND FIXTURES WITH SUB WEST EAST
STANDARDS. VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS CONTRACTOR TRADES BASED ON OWNER SELECTIONS. INSTALL ALL2" GYPSUM BOARD, 2X4 FRAMING,2" GYPSUM BOARD. PARTITION TYPE"A" 1. INSTALL BUILDING FELT TYPICAL OVER ALL EXTERIOR SHEATHING. (2)
HAVING JURISDICTION OVER THE PROJECT SITE PRIOR TO FIXTURES AND APPLIANCES PER MANUFACTURERS RECOMENDATIONS. A APPLIES TO ALL INTERIOR WALLS UNLESS NOTED OTHERWISE. LAYERS AT STUCCO WALLS.
CONSTRUCTION. CONTACT ARCHITECT PRIOR TO INSTALLATION IF OWNER SUBSTITUTIONS
AFFECT DESIGN. 2. INSTALL THERMAL INSULATION IN ALL WALLS AND CEILINGS ADJACENT SOUTH
2. FOR LIABILITY PURPOSES WE CANNOT INCORPORATE MASONRY 2 GYPSUM BOARD, 2X4 FRAMING,-!" CEMENT BOARD,8"TILE. TYPICAL AT TO CONDITIONED INTERIOR SPACES INCLUDING THE GARAGE.
FIREPLACES INTO OUR CONSTRUCTION DOCUMENTS. CONSULT WITH A 5. INSTALL INWALL BLOCKING AS REQUIRED FOR L FIXTURES, B ALL SHOWER SURROUNDS.
QUALIFIED MASONRY FIREPLACE CONTRACTOR WF2STUDIO AND ITS APPLIANCES AND ACCESSORIES AS REQUIRED TO SUPPORT SAID ITEM. 3. INSTALL ACCOUSTICAL INSULATION IN ALL INTERIOR WALLS REQUIRING
SUBSIDIARIES SHALL NOT BE RESPONSIBLE FOR MASONRY FIREPLACE ACCOUSTICAL PRIVACY. LEGEND
DESIGN AND INSTALLATION. -16. FINISH FLOOR NOTED ON PLANS IS A BENCHMARK ELEVATION FOR C GYPSUM BOARD, 2X6 FRAMING,2 GYPSUM BOARD.
REFERENCE PURPOSES ONLY AND DOES NOT CORRESPOND TO 4. REFER TO MATERIAL NOTES FOR ADDITIONAL INFORMATION ON c� ELEVATION
3. CONSULT WITH ENGINEER FAMILIAR WITH ALL DESIGN CRITERIA ABSOLUTE ELEVATION ABOVE SEA LEVEL. $" TILE(-"'TILE PLUS-" SETTING BED), a"CEMENT BOARD , 2X4 FRAMING,4" MATERIALS DESCRIBED ABOVE INCLUDING MATERIAL TYPES USED IN WET
HAVING JURISDICTION AT PROJECT SITE INCLUDING BUT NOT D CEMENT BOARD,8"TILE ("'TILE PLUS$" SETTING BED). TYPICAL AT ALL AND DRY LOCATIONS THROUGHOUT PROJECT. Q INDICATOR
NECESARILY LIMITED TO WIND LOADING, DEAD AND LIVE LOADING,AND SHOWER SURROUNDS.
SEISMIC REQUIREMENTS AT THE PROPOSED PROJECT LOCATION TO 5. INTERIOR PARTITIONS ARE TYPE A UNLESS NOTED OTHERWISE. 02A14 SECTION CUT
DETERMINE IF ADDITIONAL DESIGN IS REQUIRED BASED ON PROJECT 1" PORTLAND CEMENT PLASTER,2" EXTERIOR DENSGLASS SHEATHING, 2X6 INDICATOR
LOCATION PRIOR TO CONSTRUCTION. El FRAMING,2" GYPSUM BOARD. PARTITION TYPE"El"APPLIES TO ALL 6. EXTERIOR WALLS ARE TYPE E1 UNLESS NOTED OTHERWISE.
EXTERIOR WALLS UNLESS NOTED OTHERWISE. APPLIANCE/FIXTURE
4" IPE SHIPLAP SIDING,2" IPE SLEEPERS AT 24"O.C.,2INDICATOR
' EXTERIOR +03 EZ DENSGLASS SHEATHING, 2X6 FRAMING,2" GYPSUM BOARD. NOTE: INTERIOR ELEVATION
INSTALL STRIPS OF GRACE ICE AND WATER SHIELD BENEATH ALL INDICATOR
WOOD SLEEPERS.
D106 DOOR TYPE
W106 WINDOW TYPE
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Q Q Q M SPOT ELEVATION
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NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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ITS SUBSIDIARIES. THE DRAWINGS OR INFORMATION DEPICTED SHALL NOT �� �„ la �� � � ���
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FL 32233
20 BEACH AVENUE ATLANTIC BEACH ,
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GRAPHIC SCALE
(FEET)
0 1 4 8 16
NORTH
PLAN NOTES: PARTITION TYPES: PARTITION NOTES
1. PLANS ARE DESIGNED BY 2006 INTERNATION BUILDING CODES 4. COORDINATE INSTALLATION OF APPLIANCES AND FIXTURES WITH SUB WEST EAST
STANDARDS. VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS CONTRACTOR TRADES BASED ON OWNER SELECTIONS. INSTALL ALL 2" GYPSUM BOARD, 2X4 FRAMING,2"GYPSUM BOARD. PARTITION TYPE"A"
1. INSTALL BUILDING FELT TYPICAL OVER ALL EXTERIOR SHEATHING. 2
HAVING JURISDICTION OVER THE PROJECT SITE PRIOR TO FIXTURES AND APPLIANCES PER MANUFACTURERS RECOMENDATIONS. A APPLIES TO ALL INTERIOR WALLS UNLESS NOTED OTHERWISE. LAYERS AT STUCCO WALLS.
CONSTRUCTION. CONTACT ARCHITECT PRIOR TO INSTALLATION IF OWNER SUBSTITUTIONS
AFFECT DESIGN. 2. INSTALL THERMAL INSULATION IN ALL WALLS AND CEILINGS ADJACENT SOUTH
2. FOR LIABILITY PURPOSES WE CANNOT INCORPORATE MASONRY 1 1 3., TO CONDITIONED INTERIOR SPACES INCLUDING THE GARAGE.
z GYPSUM BOARD, 2X4 FRAMING,4 CEMENT BOARD,$ TILE. TYPICAL AT
FIREPLACES INTO OUR CONSTRUCTION DOCUMENTS. CONSULT WITH A 5. INSTALL INWALL BLOCKING AS REQUIRED FOR ALL FIXTURES, B ALL SHOWER SURROUNDS. 3. INSTALL
QUALIFIED MASONRY FIREPLACE CONTRACTOR WF2STUDIO AND ITS APPLIANCES AND ACCESSORIES AS REQUIRED TO SUPPORT SAID ITEM. ACCO STICAL PRIVACY. LEGEND INSULATION IN ALL INTERIOR WALLS REQUIRING LEGEND
SUBSIDIARIES SHALL NOT BE RESPONSIBLE FOR MASONRY FIREPLACE 2 GYPSUM BOARD, 2X6 FRAMING,2" GYPSUM BOARD.
DESIGN AND INSTALLATION. 6. FINISH FLOOR NOTED ON PLANS IS A BENCHMARK ELEVATION FOR C
4. REFER TO MATERIAL NOTES FOR ADDITIONAL INFORMATION ON
REFERENCE PURPOSES ONLY AND DOES NOT CORRESPOND TO 3„ ELEVATION
TILE "TILE PLUS-!" SETTING BED 'CEMENT BOARD , 2X4 FRAMING,-" MATERIALS DESCRIBED ABOVE INCLUDING MATERIAL TYPES USED IN WET Q INDICATOR
3. CONSULT WITH ENGINEER FAMILIAR WITH ALL DESIGN CRITERIA ABSOLUTE ELEVATION ABOVE SEA LEVEL. s (4 a ) 4 a
HAVING JURISDICTION AT PROJECT SITE INCLUDING BUT NOT D CEMENT BOARD,2"TILE (4"TILE PLUS$" SETTING BED). TYPICAL AT ALL AND DRY LOCATIONS THROUGHOUT PROJECT.
NECESARILY LIMITED TO WIND LOADING, DEAD AND LIVE LOADING,AND
SHOWER SURROUNDS.
SEISMIC REQUIREMENTS AT THE PROPOSED PROJECT LOCATION TO 5. INTERIOR PARTITIONS ARE TYPE A UNLESS NOTED OTHERWISE. 02A14 SECTION CUT
DETERMINE IF ADDITIONAL DESIGN IS REQUIRED BASED ON PROJECT 1" PORTLAND CEMENT PLASTER,2" EXTERIOR DENSGLASS SHEATHING, 2X6 INDICATOR
6. EXTERIOR WALLS ARE TYPE E1 UNLESS NOTED OTHERWISE.
LOCATION PRIOR TO CONSTRUCTION. E 1 FRAMING,2'GYPSUM BOARD. PARTITION TYPE"E1"APPLIES TO ALL
EXTERIOR WALLS UNLESS NOTED OTHERWISE. 0__ APPLIANCE/FIXTURE
INDICATOR
8" IPE SHIPLAP SIDING,4" IPE SLEEPERS AT 24"O.C.,2" EXTERIOR +03
E2 DENSGLASS SHEATHING, 2X6 FRAMING,2" GYPSUM BOARD. NOTE: INTERIOR ELEVATION
INSTALL STRIPS OF GRACE ICE AND WATER SHIELD BENEATH ALL INDICATOR
WOOD SLEEPERS.
D106 DOOR TYPE
ch co cy) w_—10--61 WINDOW TYPE
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W205 W204
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DOORS, MILLWORK, FIXTURES AND OTHER ITEMS NOT
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FINISH NOTES LEGEND
1. SEE SPECIFICATIONS SHEET A00 FOR FURTHER DESCRIPTIVESOUTH
INFORMATION ON MATERIAL SELECTIONS AND FLOOR FINISHES. TILE FLOOR
WOOD FLOOR SEE SHEET A00
2.WHERE FLOOR FINISH IS NOT LISTED ON FINISH PLAN, WD01 U.N.O. FOR MATERIAL
ASSUMED TO BE MATERIAL WOOD 01 AT LEVEL 2 AND CONCRETE
WITH CLEAR PENETRATING SEALER AT LEVEL 1.
CONCRETE FLOOR TILE FLOOR
3. REFER TO INTERIOR ELEVATIONS AND RCP FOR OTHER FINISH SEE SHEET A00
FOR ADDITIONAL SEE SHEET A00
DESIGNATIONS. • FOR MATERIAL
•,. INFORMATION E-+
,. . . '..
4. RECESS CONCRETE SLAB AT TILE 01 FLOOR TO ALLOW FOR
SHOWER PANS.
5. COORDINATE WITH FINAL HARDWARE SELECTIONS TO
DETERMINE IF RECESSES WILL BE REQUIRED IN FINISH
CONCRETE FLOOR.
6.ALL SHOWER SURROUNDS SHALL BE V TILE(i"TILE WITH i"
SETTING BED) AT WALLS. SHOWER FLOORS SHALL BE TILE WITH
SETTING BED SLOPED TO DRAIN. SHOWERS SHALL CONTAIN
SHOWER LINER FLASHED INTO DRAIN AND RUN SEAMLESS UP
rA WALLS. INSTALL SETTING BED OVER SHOWER LINER.
7. ALL BATHROOM FLOORS SHALL BE e'TILE UNLESS NOTED
I .
OTHERWISE. AT DOORS TO BATHROOMS INSTALL�'THRESHOLD
TRANSITION STRIP TO ALL FOR MATERIAL TRANSITION.
` 8. COORDINATE WALL FINISH MATERIAL INSTALLATION SUCH
'1 THAT ALL MATERIAL TRANSITIONS ARE FLUSH. FOR EXAMPLE
d;,
ALL SHOWER SURROUND WALL TILE SHALL BE FLUSH WITH THE
,: ADJACENT GYPSUM BOARD WALL SURFACES IN BATHROOMS.
9.ALL EXTERIOR SOFFITTS SHALL BE FLUSH WITH INTERIOR
GYPSUM BOARD CEILINGS.
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- GRAPHIC SCALE
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0 1 4 8 16
NORTH
FINISH NOTES LEGEND WEST EAST
1. SEE SPECIFICATIONS SHEET A00 FOR FURTHER DESCRIPTIVE
INFORMATION ON MATERIAL SELECTIONS AND FLOOR FINISHES.
WOOD FLOOR TILE FLOOR
2. WHERE FLOOR FINISH IS NOT LISTED ON FINISH PLAN, WD01 U.N.O. SEE SHEET A00 SOUTH
ASSUMED TO BE MATERIAL WOOD 01 AT LEVEL 2 AND CONCRETE FOR MATERIAL
WITH CLEAR PENETRATING SEALER AT LEVEL 1.
3. REFER TO INTERIOR ELEVATIONS AND RCP FOR OTHER FINISH CONCRETE FLOOR
°.a SEE SHEET A00 TILE FLOOR
DESIGNATIONS. FOR ADDITIONAL SEE SHEET A00
` INFORMATION FOR MATERIAL
4. RECESS CONCRETE SLAB AT TILE 01 FLOOR TO ALLOW FOR °
SHOWER PANS.
5. COORDINATE WITH FINAL HARDWARE SELECTIONS TO
DETERMINE IF RECESSES WILL BE REQUIRED IN FINISH
CONCRETE FLOOR.
6.ALL SHOWER SURROUNDS SHALL BE�'TILE (i"TILE WITH i"
SETTING BED) AT WALLS. SHOWER FLOORS SHALL BE TILE WITH
SETTING BED SLOPED TO DRAIN. SHOWERS SHALL CONTAIN
SHOWER LINER FLASHED INTO DRAIN AND RUN SEAMLESS UP
WALLS. INSTALL SETTING BED OVER SHOWER LINER.
7.ALL BATHROOM FLOORS SHALL BE II"TILE UNLESS NOTED
OTHERWISE. AT DOORS TO BATHROOMS INSTALL i"THRESHOLD
TRANSITION STRIP TO ALL FOR MATERIAL TRANSITION.
8. COORDINATE WALL FINISH MATERIAL INSTALLATION SUCH
THAT ALL MATERIAL TRANSITIONS ARE FLUSH. FOR EXAMPLE
ALL SHOWER SURROUND WALL TILE SHALL BE FLUSH WITH THE
ADJACENT GYPSUM BOARD WALL SURFACES IN BATHROOMS.
9.ALL EXTERIOR SOFFITTS SHALL BE FLUSH WITH INTERIOR
GYPSUM BOARD CEILINGS.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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ITS SUBSIDIARIES. THE DRAWINGS OR INFORMATION DEPICTED SHALL NOT111"g, �� �° � ��
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REFLECTED CEILING PLAN NOTES LEG ND GRAPHIC SCALE
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1. COORDINATE LOCATIONS OF TRUSSES TO WORK WITH LIGHT FIXTURE EXHAUST FAN
LOCATIONS INDICATED. O 4" IC RECESSED LUMINAIRE 4' FLORESCENT STRIP
TRIM = CLEAR ALZAK CONE BALLAST BY MANUFACTURER
2. SUPPLY AIR LOCATIONS SHOWN IN CEILING ARE SUGGESTED LOCATIONS ONLY. LAMP = 50W PAR 20 TRIM = NONE CEILING SUSPENDED SHOWER HEAD 0 1 4 8 16
COORDINATION/DESIGN OF ALL MECHANICAL, ELECTRICAL,AND PLUMBING FINISH = CLEAR/SATIN LAMP =(2) T8 FLORESCENT TUBES
SYSTEMS BY OTHERS. ALSO REFER TO INTERIOR ELEVATIONS FOR SUGGESTED FINISH = NONE
NORTH
LOCATIONS FOR ANY SIDE WALL SUPPLY AIR DIFFUSERS.
SURFACE MOUNTED � SMOKE ALARM - AS REQUIRED BY LOCAL CODE
3. FINISH CEILINGS ARE PT01 UNLESS NOTED OTHERWISE. 4" IC RECESSED LUMINAIRE
4. CEILINGS AT LEVEL 1 ARE 10'-0"ABOVE FINISH FLOOR,TYPICAL UNLESS NOTED W TRIM = CLEAR ALZAK CONE ® SUPPLY AIR WEST EAST
OTHERWISE ON PLAN. CEILINGS AT LEVEL 2 ARE 9'-0"ABOVE FINISH FLOOR, LAMP = 50W PAR 20
TYPICAL UNLESS NOTED OTHERWISE. FINISH = CLEAR/SATIN
NOTE: WATERPROOF UNIT RETURN AIR
5. SUPPLY AIR LOCATIONS NOTED AS SLOT DIFFUSERS ARE INTENDED TO BE SOUTH
CUSTOM CONTINUOUS LINEAR SLOTS WITH ALL ABOVE CEILING ELEMENTS
WITHIN SLOT WHICH ARE EXPOSED TO PUBLIC VIEW PAINTED BLACK.
6. LOCATE RETURN AIR IN INCONSPICUOUS LOCATION FOR EACH AIR
CONDITIONING ZONE. LINE UP RETURN AIR DIFFUSERS ON ADJACENT CEILING OR
WALL ELEMENTS.
SWITCH/ LIGHTING LEGEND
SW1 LIVING 110/DINING 109/KITCHEN 108 SW6 PANTRY 106 SW11 BEDROOM 2 1 SW16 STORAGE 206 SW21 BATH 210
A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
B. FILL LIGHTS KITCHEN/HALL
SW7 FLEXROOM 102 SW12 CLOSET 203 SW17 LAUNDRY 205 SW22 CLOSET 212
SW2 ENTRY 111 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. PORCH LIGHT
SW8 CLOSET 104 SW13 DECK 202 SW18 MECHANICAL 207 SW23 BEDROOM 213
SW3 KITCHEN 108 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. UNDERCABINET LIGHTS
SW9 GARAGE 101 SW14 BATH 204 SW19 BEDROOM 214 SW24 BATH 209
SW4 MUD ROOM 105 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. HALL LIGHTS B.VANITY LIC HTS
SW10 STAIR/FAMILY 208 SW15 BATH 204 SW20 DECK 215 SW25 CLOSET 211
SW5 BATH 107 A. STAIR/HALLWAY A. TOILET A. FILL LIGHTS NORTH A. FILL LIGHTS
A. FILL LIGHTS B. FLEX ROOM B. FILL LIGHTS SOUTH
B. EXHAUST FAN (NOT SHOWN)
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- REFLECTED CEILING PLAN NOTES LEGEND GRAPHIC SCALE
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LOCATIONS INDICATED. O 4" IC RECESSED LUMINAIRE 4' FLORESCENT STRIP EXHAUST FAN
TRIM = CLEAR ALZAK CONE BALLAST BY MANUFACTURER
2. SUPPLY AIR LOCATIONS SHOWN IN CEILING ARE SUGGESTED LOCATIONS ONLY. LAMP = 50W PAR 20 TRIM = NONE 0 1 4 8 16
COORDINATION/DESIGN OF ALL MECHANICAL, ELECTRICAL,AND PLUMBING FINISH = CLEAR/SATIN LAMP —(2) T8 FLORESCENT TUBES CEILING SUSPENDED SHOWER HEAD
SYSTEMS BY OTHERS. ALSO REFER TO INTERIOR ELEVATIONS FOR SUGGESTED
FINISH = NONE
LOCATIONS FOR ANY SIDE WALL SUPPLY AIR DIFFUSERS. NORTH
11 SURFACE MOUNTED � SMOKE ALARM - AS REQUIRED BY LOCAL CODE
3. FINISH CEILINGS ARE PT01 UNLESS NOTED OTHERWISE.
0 4 IC RECESSED LUMINAIRE
4. CEILINGS AT LEVEL 1 ARE 10'-0"ABOVE FINISH FLOOR, TYPICAL UNLESS NOTED W TRIM = CLEAR ALZAK CONE ® SUPPLY AIR WEST EAST
OTHERWISE ON PLAN. CEILINGS AT LEVEL 2 ARE 9'-0"ABOVE FINISH FLOOR —
LAMP — 50W PAR 20
TYPICAL UNLESS NOTED OTHERWISE. FINISH = CLEAR/SATIN
5. SUPPLY AIR LOCATIONS NOTED AS SLOT DIFFUSERS ARE INTENDED TO BE NOTE: WATERPROOF UNIT RETURN AIR SOUTH
CUSTOM CONTINUOUS LINEAR SLOTS WITH ALL ABOVE CEILING ELEMENTS
WITHIN SLOT WHICH ARE EXPOSED TO PUBLIC VIEW PAINTED BLACK.
6. LOCATE RETURN AIR IN INCONSPICUOUS LOCATION FOR EACH AIR
CONDITIONING ZONE. LINE UP RETURN AIR DIFFUSERS ON ADJACENT CEILING OR
WALL ELEMENTS.
SWITCH/ LIGHTING LEGEND
SW1 LIVING 110/DINING 109/KITCHEN 108 SW6 PANTRY 106 SW11 BEDROOM2101 SW16 STORAGE 206 SW21 BATH 210
A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
B. FILL LIGHTS KITCHEN/HALL
SW7 FLEXROOM 102 SW12 CLOSET 203 SW17 LAUNDRY 205 SW22 CLOSET 212
SW2 ENTRY 111 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. PORCH LIGHT
SW8 CLOSET 104 SW13 DECK 202 SW18 MECHANICAL 207 SW23 BEDROOM 213
SW3 KITCHEN 108 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. UNDERCABINET LIGHTS
SW9 GARAGE 101 SW14 BATH 204 SW19 BEDROOM 214 SW24 BATH 209
SW4 MUD ROOM 105 A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS A. FILL LIGHTS
A. HALL LIGHTS B.VANITY LI HTS
SW10 STAIR/FAMILY 208 SW15 BATH 204 SW20 DECK 215 SW25 CLOSET 211
SW5 BATH 107 A. STAIR/HALLWAY A. TOILET A. FILL LIGHTS NORTH A. FILL LIGHTS
A. FILL LIGHTS B. FLEX ROOM B. FILL LIGHTS SOUTH
B. EXHAUST FAN (NOT SHOWN)
— — — — — — — — — —
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — —
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ROOF PLAN NOTES:
1. ROOF MEMBRANE (FLAT ROOFS ONLY): WEST EAST
4 PLY MODIFIED BITUMEN BUILT-UP ROOFING SYSTEM WITH WHITE
GRANULAR CAP SHEET.
2. NOTE: VENT"NOZZLES" MAY ALSO BE INSTALLED INTO DECKING AND SOUTH
ROOFING INSTALLED AROUND"NOZZLES". CONSULT WITH
MANUFACTURER OF ROOF MEMBRANE SYSTEM TO SEE IF VENT NOZZLES
ARE REQUIRED.
3. PRIOR TO MODIFIED BITUMEN ROOF INSTALLATION INSTALL A
COMPATIBLE PEEL AND STICK ICE AND WATER SHIELD MEMBRANE ON
THE ENTIRE ROOF SURFACE.
4.VERIFY THE ROOF MEMBRANE SYSTEM IS INSTALLED BY A ROOF
INSTALLER CERTIFIED TO INSTALL THE ROOFING PRODUCT.
5. ENSURE ALL ROOF SURFACES MAINTAIN MINIMUM SLOPE FOR
DRAINAGE AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY
LOCAL BUILDING CODES ALONG WITH INTERNATION RESIDENTIAL CODE
REQUIREMENTS HAVING JURISDICTION OVER PROJECT LOCATION.
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STUCCO ELEVATION NOTE S
STUCCO �— 1. SEE SHEET A00 FOR ADDITIONAL INFORMATION ON MATERIALS NOTED IN ELEVATIONS.
_ _ CEILING LEVEL 2
CEILING LEVEL 2 NS. VERIFY ALL
————-_————— - ELEVATION=120'-118' � -- OPENINGS IN FIELD PRIOR TO FABRICATION/INSTALLATION
D215 " D216 2 SEE DOOR AND WINDOW SCHEDULES FOR OPENINGS INDICATED ON ELEVATIONS.
— — . — . — . — . — . — . — . — . — . — . — - .................... 77]— --- DOOR ANDWINDOWO
ELEVATION=120'-118' y
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3. COORDINATE CONTROL JOINT LAYOUT FOR STUCCO WALLS WITH ARCHITECT IF JOINTS ARE TO
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STONE WALL
v W208 W208
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NISH FLOOR LEVEL 2 -
------ ELEVATION=111'-118"
' — ' — • — — • . . . � r---- STUCCO �
�-- STUCCO _ _ _ _ _ �CEILING LEVEL1 _----- —
_ _*EILING LEVEL1 _ — — ATION=110'-0"
— • — ' — ' - - - - - - - - - - - - - - -
LEVATION=110'-0" ----
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f\
STEELFENCE
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W101 D110 — — —
:., iy •:�
_ _ _ _ FINISH FLOOR LEVEL 1 —
_ _ _ �FINISH FLOOR LEVEL 1 ----__ — — ' — ' — ' — — ELEVATION-100'-0"
. . . . . . . . . . . . . . . . ATION=100'-0"
4 ELEVATION — EAST
3 ELEVATION — WEST
SCALE: 1" = 1'-0" SCALE:
4
STUCCO i
CEILING LEVEL 2_ —
---- ��
ELEVATICIN--120'-115"8
a
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W209
W207
W203W202 -J — — — — — — — . — . — . — . — • — . — • — • — • - - - - - . — • — • — • — • — •
— FINISH FLOOR LEVEL 2
{ ELEVATION=111'-118' r-- STUCCO--J — — — — — — — — — — — — — . — . — . — — — — — . — . — . — . — .
i
i' — — — — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — • — • — - — - — - — - — • — —
— CEILING LEVEL1— _ —— _ _ —— _.
ELEVATION=110'-0"
i
STUCCO, STONE-�
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STUCCO- � �--- STUCCO— � _"
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— . — . — . — . — .
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FINISH FLOOR LEVEL 1
ELEVATION
ELEVATION=100'-0"
2 — SOUTH
SCALE: 1 = 1'-0"
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
CEILING LEVEL 2 _ —
ELEVATION=120'-118'
f
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W204 za ;� W205
W207
FINISH FLOOR LEVEL 2 — — — —•.—•.—._
ELEVATION=111'-118,' r-- STUCCO—� STUCCO--� — — — — — — — — — — — — — — — . — . — . — . — . — . — . — . — . — . — . — . — — — — — — — — — . — . — . — . — . — .— . — . — . — . — . — . — . — .
CEILING LEVEL1
ELEVATION=110'-0"
STUCCO- STUCCO
r-- STUCCO —
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SCALE-. V-10"
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FW102FW102 - -- — • — • — • — • — • — . — . — . — . — . — . — . — . — . — . — . — . — .
FINISH FLOOR LEVEL 1
ELEVATION=100'-0"
n
ARCHITECTURAL PROJECT ISSUED SHEET
NOTES.
EXTERIOR IONS
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- - . - . - . - . - . - • - • - • - . - . - • - • - • - • - • - . - • - •
1 1
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CEILING LEVEL 2
ELEVATION=120'-11$' 1 1
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1 1
_ _ _ _ CEILING LEVEL1
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21 SECTION
SCALE: 4„ „
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1/A19 2/A19
1
1 - 1
1 I 1
1 1
` CEILING LEVEL 2
- - - - - - - - - - - • - - - - - - EL - ----
EVATION=120'-118" -- -
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_ _ _ _ _ - - - - - _
ELEVATION=111'
_ . A . _ . _ . -. _ . - . _ . - . _ . _ . _ . _ . - . _ . _ .
- - - - - _ CEILING LEVEL1
ELEVATION=110'-0"
0
1
1 1 0 o �� 1
1 I o 1
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1 SECTION
SCALE: 4" = 1'-0"
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C NOTES:
ARCHITECTURAL ROJECT ISSUED SHEET
,,r ,\ . s\\\\ gam BUILDING SECTIONS
OF WF2STUD10 AND \ , , � s, 01 19 2015 ISSUE OF DR
THIS DRAWINGS AND INFORMATION ARE THE PROPERTY � \ , ,, � , 1 ,
\ \a \ \ �\� \ \ \
ITS SUBSIDIARIES. THE DRAWINGS) OR INFORMATION DEPICTED SHALL NOT
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO. 1 20 BEACH AVENUE ATLANTIC BEACH, FL 32233
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1/A21 2/A213/A21
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — . . . . . . — - — - — - — - — - - — . — . — . — .. . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . . -
1 - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Adl--�CEILING LEVEL 2 �vz . . . . . . AkCEILING LEVEL 2 .1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATION=120'-11, ELEVATION=1 20'-1 18'
......................
2/A20
77=
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FINISH FLOOR LEVEL 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — . . . . . . . . . . . . FINISH FLOOR LEVEL 2
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATION=111'-11$ �FELEVATION=l 11'-1 lfil
CEILING LEVEL1
Ali---�CEILING LEVEL1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Adk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —
- - - - - - - - - - - - — - — - — - - - - - - - - - - - - - - - - - - - ELEVATION0"10-0 \,-FffLEVATION=l 10'-0"
.....................
.......... .......... ......................... ......................................... ...........
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FINISH FLOOR LEVEL 1
FINISH FLOOR LEVEL 1
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. . . . . . . . . . . . . . . . . . . . . . .
LF
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[,4:] SECTION :3] SECTION
SCALE: 4 =1'_p.. SCALE: 4 -011
3/A19 1/A20
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- — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - . - - - - - . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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ELEVATION=120'-1 18" ELEVATION=120'-1 1fa
Ai--\FINISH FLOOR LEVEL 2 - — - — - — - — - — - — - — - AkFINISH FLOOR LEVEL 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATION=1 1 V-1 lf"' \- 118"11
CEILING LEVEL1 CEILING LEVEL1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - -- --------- 1--
ELEVATION=1 10'-0" ELEVATION=1 10'-0"
Ai--\FINISH FLOOR LEVEL 1 . . . . . . ILNIVE�H FLOOR LEVEL 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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[:2] SECTION 1 SECTION
SCALE: -111 11-011 SCALE: ill 1'-0 "
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NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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BATH 107 SCALE: 2" = 1'-0" BATH 10 7 SCALE: 2" = 1'-0" KITCHEN 108 SCALE: 111 - 11-011 KITCHEN 108 SCALE: 2" — 1'—O"
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
��\\�� .`'...'. :� \:\'.�� ;�S C ,�\ c \ ��� .\\\\ .\ �\ .,.tee. \� :; ac
THIS DRAWINGS AND INFORMATION ARE THE PROPERTY OF WF2STUD10 AND \�� \�`� ` ��� ,� � � ���� .`� � � � o\ `\
DRAWING(S) �,, � , \ ,� )\ 01 - 19-2015INTERIOR ELEVATIONS
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ITS SUBSIDIARIES, THE DRAWINGS) OR INFORMATION DEPICTED SHALL NOT �`� ' �� o � ,
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO. \,
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. . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . .
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. . . . . . . . . . . . . .
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. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . .
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SCALE: 1 1-011
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- - - - - - - - - -
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2 INTERIOR SCALE: 2" 1'-0"3INTERIORBATH 204
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LAUNDRY205 SCALE: 2 - 1 0
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ARCHITECTURAL PROJECT ISSUED SHEET
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PROPERTY OF WF2STUD10 AND ,`3 ° 1A A`�"'
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9 INTERIOR 8 INTERIOR 7 INTERIOR INTERIOR
BEDROOM 214
SCALE: 2" = 1'-°" BEDROOM 214 SCALE: 2" = 1'-°" BATH 209 SCALE: 2" = 1'-°" BATH 210 SCALE: 2° = 1'-°"
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BATH 209 SCALE: 2" = 1'-°" BATH 210 SCALE: 2' = 1'-°" BATH 210 SCALE: 2" = 1'-°" BATH 209 SCALE: 2" = 1'-°" BATH 209 SCALE: 2" = 1'-°"
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
THIS DRAWINGS AND INFORMATION ARE THE PROPERTY OF WF2STUD10 AND \� \�� � ,, %� 01 - 19-2015INTC ) k L 111 " K„ ERIOR ELEVATIONS
�� \� � � � ,� ISSUE OF DRAWINGS
ITS SUBSIDIARIES. THE DRAWINGS OR INFORMATION DEPICTED SHALL NOT � O�� � � � � L �� � ��� KC1 �, ���
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO. \
�I�� 320 BEACH AVENUE ATLANTIC BEA����� CH, FL 32233
i
r
MODIFIED BITUMEN ROOF MODIFIED BITUMEN ROOF
MEMBRANE -MEMBRANE
TYPICAL ROOF ROOF DECKING ROOF DECKING TYPICAL ROOF
SYSTEM TRUSS DESIGN BY OTHERS TRUSS DESIGN BY OTHERS SYSTEM
T.O. RID_GE — — — — INSULATION (OVER AC SPACE — — — — — — — — — — — INSULATION — — . — . — . — . — . — . — . — . — . — . — . — • — • — • — • — — — • — . — . — . — . — • — . — • — • — — INSULATION (OVER AC SPACE)—
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ELEVATION=123'-3'-g" METAL FLASHING,TYPICAL AT METAL FLASHING,TYPICAL AT
ALL ROOF EDGES
RE
R F D E
PROVIDE RIM BOARD, PROVIDE RIM BOARD,
TYPICAL AT ALL TYPICAL AT ALL
PERIMETER TRUSSES
PERIMETER TRUSSES
TRUSS DESIGN BY
TRUSS DESIGN BY
OTHERS,TYPICAL
M
OTHERS,TYPICAL
Ai�CEILING_LEVEL2 _ _ _ _ _ _ _ — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .
ELEVATION=120'-118"
SOFFIT VENT _ _ ............ ......
SOFFIT VENT
GYPSUM BOARD
STUCCO SKIM COAT
CEILINGS,TYPICAL
- - STUCCO SKIM COAT
TYPICAL STUCCO EXTERIOR SHEATHING INTERIOR CEILINGS EXTERIOR SHEATHING TYPICAL STUCCO
SOFFITT SYSTEM WOOD FRAMING BY STRUCTURAL ALUMINUM
B SOFFITT SYSTEM
STOREFRONT WINDOW
SYSTEM,TYP. _._.._.._....._..._..._...__.... _._ _ ___.._____._..____.___.
LLSECTIONS WA L SECTION NOTESWA WOOD SIDING BEYOND
3,� _ �� DECK AS SCHEDULED 1. SEE INTE IOR ELEVATIONS FOR COMPLETE LISTING OF INTERIOR FINISHES. __ ____.__ T __________�
SCALE 4 1 0
— SUB DECK AS REQUIRED STONE VENEER BEYOND
ROOF MEMBRANE 2. IN THEE ENT OF CONFLICT BETWEEN THIS DRAWING AND INTERIOR ELEVATIONS, INTERIOR ELEVATIONS LISTING SUPERCEDES
WOOD SIDING
TAPERED INSULATION TO SLOPE THIS DRAW NG.
TO DRAIN --- WOOD SLEEPERS
WATERPROOFING 3. INSTALL INSULATION AT WALL AND CEILING CAVITIES ADJACENT TO CONDITIONED SPACES AND GARAGE ONLY. DECK AS SCHEDULED TYPICAL WOOD SIDING EXTERIOR SHEATHING
WOOD SUBFLOOR SUB DECK AS REQUIRED INSULATION
WALL SYSTEM
TRUSS, SIZE AS REQUIRED FOR ROOF MEMBRANE WOOD FRAMING
DECK INSTALLATION 4. INSTALL ERIMETER FOUNDATION INSULATION AS REQUIRED PER CODE(S) HAVING JURISDICTION OVER PROJECT LOCATION. - - " -- TAPERED INSULATION TO SLOPE GYPSUM BOARD
RUN DRAIN PIPE CONCEALED IN TO DRAIN
NEAREST WALL,TIE INTO 5. SEE ADDITIONAL NOTES ELSEWHERE IN CONSTUCTION DOCUMENTS FOR BUILDING SHELL SYSTEMS. - -- - - - - - WATERPROOFING
SANITARY WOOD SUBFLOOR
6. COORDINATE WALL, ROOF,AND FOUNDATION WATERPROOFING DETAILS WITH QUALIFIED WATERPROOFING CONTRACTOR. - -- --— - -- - — - --- --- TRUSS,SIZE AS REQUIRED FOR
DECK INSTALLATION
TOP OF GUARD RAIL
— . — . — . — . — . — . — . — . — . — . — — • — • — • — • — — - —
J,;
GLASS GUARDRAIL FINISH FLOOR, SEE GLASS GUARDRAIL FINISH FLOOR,SEE
ALUMINUM SHOE MOLDING FINISH PLAN,TYPICAL - ---- ----- -- -- ------- ALUMINUM SHOE MOLDING INISH PLAN,TYPICAL
SUB FLOOR,TYPICAL SUB FLOOR,TYPICAL
AdkFINISH FLOORL_EVEL2 _ _ _ _ _ _ _ _ _ _ _ _ _ — . — . — . — . — . — . — . — . — . — . — . — . — . — • — • — . . — . — . — ' — ' — • — ' — ' — ' — ' — ' — • — • — • — • — • — • — • — • — • — • — • — • — ' — ' — • — • — • — • — • - -
— — —
ELEVATION=111'-118" • — • — • —
STUCCO STUCCO
EXTERIOR'
SHEATHING PROVIDE RIM BOARD,
EXTERIOR
SHEATHING TYPICAL AT ALL
TYPICAL STUCCO (2)LAYERS FELT
(2)LAYERS FELT TYPICAL STUCCO PERIMETER TRUSSES
EXTERIOR WALL WOOD FRAMING WOOD FRAMING EXTERIOR WALL
SYSTEM INSULATION INSULATION SYSTEM
(@AC SPACE) TRUSS DESIGN BY
OTHERS,TYPICAL
CEILING LEVEL1
— — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .
ELEVATION=110'-0"
STUCCO SKIM COAT
TYPICAL STUCCO ---LEXTERIOR SHEATHING _-
SOFFITT SYSTEM WOOD FRAMING BY STRUCTURAL -- +
WOOD SIDING �.. '
WOOD SLEEPERS -
EXTERIOR SHEATHING y
TYPICAL WOOD SIDING INSULATION t
WALL SYSTEM WOOD FRAMINGGYPSUM BOARD
GYPSUM BOARD GYPSUM BOARD CEILING
CEILING
STONE VENEER BEYOND STUCCO
EXTERIOR
GARAGE DOOR,
SHEATHING
SEE SCHEDULE
TYPICAL STUCCO (2)LAYERS FELT
EXTERIOR WALL WOOD FRAMING
Q SYSTEM INSULATION
GYPSUM BOARD
1
EXPOSED FOUNDATION AT FOUNDATI DN STRUCTURAL FOUNDATION STRUCTURAL
GARAGE DRIVE -----DESIGN BY OTHERS,TYPICAL 7� DESIGN BY OTHERS,TYPICAL
Ali- FINISH _SLO_PE_DRIVE TO ° d e v — . — . — . — . — . — . — . — . — . — . — . . . �O
FLOOR LEVEL 1 . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .— . — . — . — . — . — . — . — .DRAI — . — . —
ELEVATION=100_-0"_ _ _ _ _ _ _ _ _ _ _ _ _ a
- 41q.
a.
4 ° °
4
d.
v
d d
d7 v
d° 4 ° d
4 ° vd .
PERSTRUCTURAL — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . . . ° — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — a . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .— . - - - . — . — . — . — . — . — . — . — .
— — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
K \�� y,\ \ \\ �� , ��� , u WALL SECTIONS
AND INFORMATION ARE THE PROPERTY OF WF2STUDIO AND �?4410ff 120\11
ll, - - AWINGS
THIS DRAWINGS) � � �,\ 01 19 2015 ISSUE OF DR
aco� \ \\\3
\\\\\\\O \ O\\Oa \\ \ 0
moll
IRON
ITS SUBSIDIARIES, THE DRAWINGS) OR INFORMATION DEPICTED SHALL NOT , \\i 1% Li Ll N L.I
TIN,
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUD10. `` L
° „. 320 BEACH AVENUE ATLANTIC BEACH, FL 32233
�s
MODIFIED BITUMEN ROOF
MODIFIED BITUMEN ROOF
MEMBRANE MEMBRANE
TYPICAL ROOF ROOF DECKING TYPICAL ROOF ROOF DECKING
SYSTEM TRUSS DESIGN BY OTHERS WALLSECTIONS - - - - - - - SYSTEM — — —TRUSS DESIGN BY OTHERS — — — — — — — — — —
..
INSULATION (OVERACSPACE) — — — — - _ — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . . — — . INSULATION
T.. . . .RIDGE _ _ _ _ _ _ — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — — — — --
ELEVATION=123'-3g' METAL FLASHING,TYPICAL AT 3,11
1 11
ALL ROOF EDGES x SCALE 4
- 1 0
PROVIDE RIM BOARD,
TYPICAL AT ALL
PERIMETER TRUSSES
TRUSS DESIGN BY
OTHERS,TYPICAL
C
EILING LEVEL — — . — . — . — . — . — . — . — . — . — . - - - . — . — . — . — . — . — . — . —. — . — — . — . — . — — . — . — . _ . — . — . — . — . — . — . — .
20'-118"
GYPSUM BOARD
GYPSUM BOARD
CEILINGS,TYPICAL AT NOTES CEILINGS,TYPICAL AT
INTERIOR CEILINGS WALLSECTION INTERIOR CEILINGS
1. SEE INTERIOR E EVATIONS FOR COMPLETE LISTING OF INTERIOR FINISHES.
2. IN THE EVENT O CONFLICT BETWEEN THIS DRAWING AND INTERIOR ELEVATIONS, INTERIOR ELEVATIONS LISTING SUPERCEDES
THIS DRAWING.
3. INSTALL INSULATION AT WALL AND CEILING CAVITIES ADJACENT TO CONDITIONED SPACES AND GARAGE ONLY. f'
4. INSTALL PERIMETER FOUNDATION INSULATION AS REQUIRED PER CODE(S) HAVING JURISDICTION OVER PROJECT LOCATION.
5. SEE ADDITIONAL NOTES ELSEWHERE IN CONSTUCTION DOCUMENTS FOR BUILDING SHELL SYSTEMS.
WOOD SIDING
WOOD SLEEPERS 6. COORDINATE WALL, ROOF,AND FOUNDATION WATERPROOFING DETAILS WITH QUALIFIED WATERPROOFING CONTRACTOR.
TYPICAL WOOD SIDING EXTERIOR SHEATHING
WALL SYSTEM INSULATION
WOOD FRAMING
GYPSUM BOARD
TOP OF GUARD RAIL
ELEVATION=115'-2$'
LOW WALL AT STAIR
LANDING, PROVIDE STEEL
TUBE SUPPORTS AT 24"O.C.
0
ih
FINISH FLOOR,SEE
FINISH FLOOR,SEE GLASS GUARDRAIL GYPSYM BOARD BEYOND
INISH PLAN,TYPICAL ALUMINUMUB PLAN,TYPICAL
SHOE MOLDING
SUB FLOOR,TYPICAL
SUB FLOOR,TYPICAL
H . . . . . . . . . . . . . . . . . . . . ..
FINISHFLOORL_EVEL2— — — — . — . — . — . — . — . — . — . - - - . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . — . — . — — —
ELEVATION=111'-11$'
STUCCO
EXTERIOR
SHEATHING
TYPICAL STUCCO (2)LAYERS FELT
EXTERIOR WALL WOOD FRAMING -
SYSTEM INSULATION `S �s,l WOOD HANDRAIL
CEILINGLEVEL1 — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . - - - — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — — . — . — . — . — . — . — . — . — . — . — — — — — — = — — — — — — — — — — — . — . — . — . — . — . — . — . — . — .
A <Y
ELEVATION=110'-0"
SOFFIT VENT
STUCCO SKIM COAT ~$ WOOD HANDRAIL
TYPICAL STUCCO EXTERIOR SHEATHING
SOFFITT SYSTEM WOOD FRAMING BY STRUCTURAL
'i 11 cn
w
Q
0
C�
w
rn
do
rnI�
Uilco
co
ALUMINUM
STOREFRONT WINDOW
SYSTEM,TYP. 1
ALUMINUM REVEAL DESK MILLWORK
AT STAIR TREADS UNIT WITH CABINETS
ABOVE
I
!t
!f
- 3
1
2
FOUNDATION STRUCTURAL
DESIGN BY OTHERS,TYPICAL
F
. — . — . — . — . —
a a ° ° .
- - . — . — . — ° � d
IN SH FLOORLEVEL 1 . — . — . — . — . — . — . — . — . — — . — . — . — :° ° °d
° ° d °
. - - . ° . °
LVA ° ° ° d ° ° .cd FEETION=1 _ " a ° ° d °d
°
°
1:
°
f
4% .4
a
4
a
d — — — — — — — — — — — — — — — — — — — — — — — — — — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — .
PERSTRUCTURAL— — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . —
ARCHITECTURAL PROJECT ISSUED SHEET
NOTES.
OO\ \ \a \ \O`,,. \\\ \\ \\\N \m \ \I'momm 1111% e WALL SECTIONS
,y \ � , � � � � � � �\ 01 19 2015 ISSUE OF DRAWINGS
THE PROPERTY OF WF2STUD10 AND S w � � � � ,, l�\�
THIS DRAWINGS) AND INFORMATION ARE \ �\
amomme
\ O � �,�m `Fla OOH
SUBSIDIARIES. THE DRAWINGS OR INFORMATION DEPICTED SHALL NOT
ITS S DRAWING(S)
t y
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO. \ 11
stud' 320 BEACH AVENUE ATLANTIC BEACH, FL 32233
MODIFIED BITUMEN ROOF MODIFIED BITUMEN ROOF
MEMBRANE MEMBRANE
TYPICAL ROOF ROOF DECKING TYPICAL ROOF ROOF DECKING TYPICAL ROOF
SYSTEM TRUSS DESIGN BY OTHERS— SYSTEM F— TRUSS DESIGN BY OTHERS SYSTEM WALL SECTION S
—INSULATION (OVER AC SPACE) INSULATION(OVER AC SPACE)—
T.O. RIDGE . . . . . . . . . . . . . . . - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -
- — - — - — - — - — - — - — - — - — - — - — - — - — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ELEVATION=1 23'-218" METAL FLASHING,TYPICAL AT
ALL
FLASHING,TYPICAL AT
ALL ROOF EDGES ALL ROOF EDGES SCALE 311 — 19.011
PROVIDE RIM BOARD, PROVIDE RIM BOARD,
TYPICAL AT ALL TYPICAL AT ALL
PERIMETER TRUSSES PERIMETER TRUSSES
TRUSS DESIGN BY TRUSS DESIGN BY
OTHERS,TYPICAL OTHERS,TYPICAL
AllkCEILING LEVEL 2
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - . . . . . . . . . . . . . . . . . .
ELE_VATION=120'-11E"
SOFFIT VENT SOFFIT VENT
8 .................-------
.............
F_ STUCCO SKIM COAT ................. ............... .................. STUCCO SKIM COAT
EXTERIOR SHEATHING
TYPICAL STUCCO --tEXTERIOR SHEATHING TYPICAL STUCCO WALL SECTION N OTES
WOOD FRAMING BY STRUCTURAL SOFFITT SYSTEM
SOFFITT SYSTEM WOOD FRAMING BY STRUCTURAL CTURAL
.......... ............ ..................... .......... .............. ..........
1. SEE INTERIOR ELEVATIONS FOR COMPLETE LISTING OF INTERIOR FINISHES.
2. IN THE EVENT OF CONFLICT BETWEEN THIS DRAWING AND INTERIOR ELEVATIONS, INTERIOR ELEVATIONS LISTING SUPERCEDES
LIQUID APPLIED THIS DRAWING.
.......................
WATERPROOF
WOOD SIDING BEYOND MEMBRANE WOOD SIDING BEYOND 3. INSTALL INSULATION AT WALL AND CEILING CAVITIES ADJACENT TO CONDITIONED SPACES AND GARAGE ONLY.
................. ...........
............................... ............ STONE VENEER
CMU WALL DESIGN 4. INSTALL PERIMETER FOUNDATION INSULATION AS REQUIRED PER CODE(S) HAVING JURISDICTION OVER PROJECT LOCATION.
BY OTHERS
.................................. ...........
................................ .................. CAVITY 5. SEE ADDITIONAL NOTES ELSEWHERE IN CONSTUCTION DOCUMENTS FOR BUILDING SHELL SYSTEMS.
------ STONE VENEER
x
CMU WALL DESIGN 6. COORDINATE WALL, ROOF,AND FOUNDATION WATERPROOFING DETAILS WITH QUALIFIED WATERPROOFING CONTRACTOR.
................ ........................................
BY OTHERS
LIQUID APPLIED
WATERPROOF
.......... ..................................
................................... ............. MEMBRANE
............. ............... .........................................
WOOD SIDING
—WOOD SLEEPERS
--——--------------------------------- EXTERIOR SHEATHING
2-SIDED WOOD SIDING
Ak V71WOOD FRAMING
TOP OF GUARD RAIL .............. ............................... —EXTERIOR SHEATHING
WALL SYSTEM
ELEVATION=l 16-2 5" Al
8 WOOD SLEEPERS
L
WOOD SIDING
FIREPLACE, REFER
........................................................ ............... AOO AND CONFIRM
WITH OWNER
.......................................
...............
GLASS GUARDRAIL
ALUMINUM SHOE MOLDING- ti
........... ...........................................
................... ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
FINISH FLOOR LEVEL 2 — • — • — • — • . . - - - • — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-
. . . . . . . . . . . . . . . . .. - — - — - — - — - — - — - — - -
ELEVATION--1 1 V-1 15"
8
STUCCO—
EXTERIOR—
SHEATHING STUCCO BEYOND
TYPICAL STUCCO (2)LAYERS FELT
EXTERIOR WALL WOOD FRAMING
SYSTEM INSULATION
(@ AC SPACE)
y
CEILING LEVELl I I /t
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - - . . . . . . . . . . . ..
ELEVATION=110'-O" STUCCO SKIM COAT
TYPICAL STUCCOV EXTERIOR SHEATHING
SOFFITT SYSTEM _iWOOD FRAMING BY STRUCTURAL
V _
Izzz
LIQUID APPLIED
WATERPROOF
STUCCO
MEMBRANE
EXTERIOR
STONE VENEER SHEATHING
CMU WALL DESIGN
(2)LAYERS FELT TYPICAL STUCCO
BY OTHERS WOOD FRAMING EXTERIOR WALL
INSULATION SYSTEM
-GYPSUM BOARD
D
STONE VENEER
CMU WALL DESIGN
BY OTHERS
LIQUID APPLIED
WATERPROOF
MEMBRANE
STEELFENCEis
1
2 3
/x
FOUNDATION STRUCTURALis
DESIGN BY OTHERS,TYPICALis
AdkFINISHFLOOR LEVEL 1 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — . — . — . — . — . — . — . — . — • — • — • — • — • — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -
4.
K,IFELE�v-Af i-b- i4=_1 bFo`_ ' _ ' _ 4. . 4 -
4 - 4
4
4.. .4 CONFIRM STRUCTURAL
4 4 FOOTING/FOUNDATION
REQUIREMENTS AT
44 4 .4 FIREPLACE WITH
4. '4 ENGINEER 4
4
1 4 4
.4.
PERSTRUCTURAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . .
NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
R ImmNlWall 11 0211% 10\11b\ VlMm is iummomm WALL SECTIONS
111 ED, IN \4 b 01 - 19-2015 ISSUE OF DRAWINGS
&
Ad,
avvv° A
% \mm%
F
LAI ft
THIS DRAWING(S) AND INFORMATION ARE THE PROPERTY OF WF2STUDIO AND I\i
�\ 111,",111" A&
At, as %
L—W , 11 A
val \llo 411\0085"I'All IM \\\\A
ur%
"ll 210MA im
aa\'i
ITS SUBSIDIARIES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT &q
BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF WF2STUDIO.
Ll 320 BEACH AVENUE ATLANTIC BEACH FL 32233
WINDOW TYPE NOTES
1. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM CENTER GLAZED.
2. 1" INSULATED GLASS AT ALL FIXED GLAZING.
3. 5/8" INSULATED GLASS AT ALL SLIDING GLASS DOORS.
4. TEMPER ALL UNITS REQUIRED BY 2009 IRC AND ALL OTHER CODES HAVING JURISDICTION OVER PROJECT LOCATION.
5. STOREFRONT COLOR: MEDIUM BRONZE ANNODIZED FINISH
6. INSTALL ALL GLAZING PER MANUFACTURERS RECOMENDATIONS.
7. INSTALL END DAMS AT ALL JAMB CONDITIONS. SEE PLAN SEE PLAN SEE PLAN SEE PLAN
8. INSTALL THROUGH WALL FLASHING AT ALL HEAD AND SILL CONDITIONS lo lo
9. SILL TRACKS SHALL BE DESIGNED WITH INTEGRAL WEEPING SYSTEMS
10. INSTALL T"CAULK JOINTS AT ALL UNITS AT HEAD JAMB AND SILL LOCATIONS. 4
11. DOW CORNING 795 BRONZE SEALANT AT ALL EXTERIOR SEALANTS.
12.ALL GLASS AND ALUMINUM FRAMES UNITS SHALL COMPLY WITH WIND LOADING REQUIREMENTS APPLICABLE TO THE PROJECT LOCATION. TOP OF UARD RAIL
ELEVATI )N=114'-11 8"
NOTE:
STOREFRONT SYSTEMS ARE SHOWN OVERLAPPING SLAB EDGE BY 1"TO FLUSH WITH EXTERIOR WALL FINISH.
VERIFY WITH STOREFRONT MANUFACTURER THAT THIS INSTALLATION CAN BE ACHIEVED.
IF NOT MODIFY JAMB AND HEAD DETAILS TO ALLOW STOREFRONT TO SIT FLUSH ON THE SLAB EDGE.
NOTE:
ALL SIZES INDICATED ARE THE INTENDED ROUGH OPENING SIZES.
C ORDER D ....... ....._ .. ... ...... ......... ......... ...... ... ...- . .. ._.._ . . . ..... _. _ . ...... .. ......... ... ..... . ......... ..... .... .. ....... .... ..... ......... ....... .. . ..__ ... ......... ...... _. . _._ ...... .. ... ...... ......... . ....... ..... ..... ........ . _.. _._ ......... .. ....... ... ...... _.
CONTRACTOR SHALL VERIFY ALL OPENINGS IN FIELD PRIOR TO PLACING WINDOW PACKAGE R RAN INSTALLATION.
W207 W208 W209 W210
GUARDRAIL UNIT WITH 2" CLEAR GLASS GUARDRAIL UNIT WITH 2" CLEAR GLASS GUARDRAIL UNIT WITH 2" CLEAR GLASS GUARDRAIL UNIT WITH CLEAR GLASS
10--11� )" (3 EQUAL PANELS 11'-74" (4 EQUAL PANELS)
13'-0" (3 EQUAL PANELS) 2 13'-0" (3 EQUAL PANELS)
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NOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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DOOR SCHEDULE NOTES: HARDWARE SETS
DOOR# TYPE FRAME DOOR HJRDWARE NOTES
1. REFERENCE FLOOR PLANS AND ELEVATIONS FOR
s DIRECTION OF SWING AND SLIDE OF DOORS. SET 1 PRIVACY HANDLE SET SET 5 PASSAGE HANDLE SET
MATERIAL FINISH SIZE MATERIAL FINISH THICKNESS SIZE 3 MEDIUM DUTY HINGES 3 MEDIUM DUTY HINGES
D101 D WOOD CLEAR SEAL CUSTOM STEEL/WOOD CLEAR SEAL 3" 4-2X8-0 SET 7 CUSTOM WOOD CLAD STEEL FRAME DOOR 2. PROVIDE 2" UNDERCUT TYPICAL AT ALL INTERIOR NO THRESHOLD NO THRESHOLD
DOORS.
D102 E ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. 20-7X8-0 PER MFR. ALUM./GLASS ACCO 'DIAN DOOR WITH FIXED TRANSOM ABOVE
SET 2 GARAGE DOOR HARDWARE PER
D103 F ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. 3-8X8-0 PER MFR. ALUM./GLASS SWING DOOR WITH FIXED TRANSOM ABOVE 3. SEE DOOR DETAILS TO DETERMINE LOCATION MANUFACTURER SET 6 HEAVY DUTY CONCEALED SLIDING DOOR TRACK.
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FROM WHICH DOOR AND FRAME SIZES ARE TAKEN. HAFELE RECOMENDED MANUFACTURER
D104 A WOOD PAINTED 1" WOOD PAINTED 14" 2-6X7-0 FROM GASKETED DOOR BOTTOM
PASSAGE SET WITH BAYONETTE STYLE HANDLE
Jill WEATHER STRIPING AT HEAD AND JAMB
D105 A WOOD PAINTED 1 WOOD PAINTED 14" 2-6X7-0 SET 6 4. REFER TO DOOR SCHEDULE FOR ALL DOOR TYPES RELEASE AT JAMB
WHERE DIMENSIONS ARE NOT INDICATED TO
D106 B WOOD PAINTED 1" WOOD PAINTED 14" 2-10X7-0 ET 1 DETERMINE DOOR SLAB SIZE AT A PARTICULAR SET 3 PRIVACY HANDLE SET
D107 G ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. SEE NOTE ;PER MFR. ALUM./GLASS SLIDING DOOR W/FIXED SIDELIGHT AND TRANSOM-3 EQ. PANELS DOOR. DIMENSIONS NOTED ON DOOR TYPES 3 MEDIUM DUTY HINGES SET 7 PIVOT DOOR HARDWARE AT DOOR AND THRESHOLD
D108 B WOOD PAINTED 1" WOOD PAINTED 14" (2)2-6X7-0 SET 5 INCLUDE 4" REGLET AT HEAD AND JAMB CONDITIONS. CONCEALED DOOR SWEEP CUSTOM STEEL DOOR PULL
WEATHER STRIP HEAD AND JAMB BRUSH TYPE THRESHOLD RECESSED IN DOOR
D109 B WOOD PAINTED 1" WOOD PAINTED 14" (2)2-6X7-0 `SET 5 5. PROVIDE 4"ALUMINUM REVEAL AROUND HEADS WEATHERSTRIP AT HEAD AND SILLS
D110 B WOOD PAINTED 1" WOOD PAINTED 14" 2-10X7 -0 SET 3 AND JAMBS OF ALL DOORS. PAINT REVEAL TO SET 4 HEAVY DUTY CONCEALED SLIDING DOOR TRACK.
D111 C WOOD CLEAR SEAL 2" ALUMINUM/WOOD CLEAR SEAL PER MFR. 18-4X8-0 SET 2 GARAGE DOOR, CUSTOM CLAD EXTERIOR IF NECESARY TO MATCH WOOD SIDING MATCH ADJACENT WALL SURFACE. HAFELE RECOMENDED MANUFACTURERPRIVACY SET WITH BAYONETTE STYLE HANDLE
D201 F ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. 3-0X7-0 PER MFR. ALUM./GLASS SWING DOOR WITH FIXED TRANSOM ABOVE 6. FIELD VERIFY ALL SIZES PRIOR TO DOOR RELEASE AT JAMB
PURCHASE/ INSTALLATION TO ENSURE THEY WILL NO THRESHOLD
D202 A WOOD PAINTED 1" WOOD PAINTED 14" 3-0X7-0 s SET 4 FIT OPENINGS AS CONSTRUCTED.
D203 A WOOD PAINTED 1" WOOD PAINTED 14"2 -6X7-0 SET 4
D204 A WOOD PAINTED 1" WOOD PAINTED 14" (2)2-8X7-0 x SET 6 7. DETERMINE FINAL HARDWARE SELECTIONS PRIOR
TO INSTALLATION OF CONCRETE SLAB TO
D205 B WOOD PAINTED 1" WOOD PAINTED 14" 3-0X7-0 SET 1 DETERMINE IF FLOOR RECESSES/LEAVEOUTS ARE
D206 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7-0 ;`'` SET 5 REQUIRED.
D207 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7 0 %` SET 5 8. FINAL HARDWARE SELECTIONS BY OWNER.
D208 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7-0", SET 5 9. EXTERIOR DOORS SHALL CONFORM TO ALL
D209 B WOOD PAINTED 1" WOOD PAINTED 14" 3-0X7-O SET 1 ENERGY CODE AND WIND LOADING REQUIREMENTS
D210 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7-0 SET 1 HAVING JURISDICATION AT THE PROJECT LOCATION.
D211 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7-0, SET 1
D212 B WOOD PAINTED 1" WOOD PAINTED 14" 3-0X7-0, SET 1
D213 B WOOD PAINTED 1" WOOD PAINTED 14" 2-8X7-0;1 SET 5
D214 B WOOD PAINTED 1" WOOD PAINTED 14"
2-8X7-0 i, SET 5
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D215 H ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. 6-0X7 0 PER MFR. ALUM./GLASS SLIDING DOOR W/FIXED SIDELIGHT AND TRANSOM
D216 H ALUMINUM MED. BRZ. PER MFR. ALUM./GLASS MB/CLEAR PER MFR. 6-0X7-0 l PER MFR. ALUM./GLASS SLIDING DOOR W/FIXED SIDELIGHT AND TRANSOM
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TYPE H TYPE G TYPE F TYPE E
ALUMINUM AND GLASS SLIDING DOOR ALUMINUM AND GLASS SLIDING DOOR ALUMINUM STOREFRONT AND GLASS ALUMINUM STOREFRONT AND GLASS
UNIT WITH FIXED SIDELIGHTS AND TRANSOM UNIT WITH FIXED SIDELIGHT AND TRANSOM DOOR WITH FIXED TRANSOM UNIT ACCORDIAN DOOR SYSTEM WITH FIXED TRANSOM UNIT
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POCKET DOOR SWING DOOR PANELIZED INSULATED GARAGE DOOR CUSTOM WOOD PIVOT DOOR
SOLID CORE PAINT GRADE DOOR, PAINTED SOLID CORE PAINT GRADE DOOR, PAINTED WOOD VENEER SPECIES TO MATCH WOOD SIDING STEEL INTERNAL FRAME
SOLID STOCK POPLAR FRAME, PAINTED SOLID STOCK POPLAR FRAME, PAINTED CLEAR SEALED FINISH INSULATED CORE
2" SOLID STOCK WOOD FRAME TO MATCH DOOR. SEE WINDOW SCHEDULE FOR SIDELITES
MOTES: ARCHITECTURAL PROJECT ISSUED SHEET
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