1733 Atlantic Beach Dr new house dwgs HOMES
SUBDIVISION:
Atlantic Beach Country Club
LOT NUMBER:
30
947"
MODEL:
-Oi 1Lq Anastasia Custom
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APE)�TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE FL,32224-904.821.5200
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GENERAL NOTES NOT" GENERALES )ISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
R WOMENDACIONES PARA LEVANTAR PAQUETES VE TRUSSES RESTRICC16N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
Trusses are not marked in any way to identify the Los trusses no estin marcadds de ning6n modo que Lm mmms oE LA iNsrALAcift DE LOS 10-(3 m)or Diagonal bracing Repeat diagonal bracing
H
frequency or location of temporary lateral restraint identifique la frecuencia o locafizaci6n de restriccOn lateral IR DON'T overload the crane.
and diagonal bracing.Follow the recommendations y arriostre diagonal temporales.Use las recomendacidnes I Z JL)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 INNMI Refer to 15'(4.6 m)* every 15 truss spaces 301
for handling,installing and temporary restraining de manejo,Instalad6n,restriccl6n y arriostre temporal de NO sobrecargue la gr6a. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7***for more (9 1 in)max.
bracing(see below).5 Install web member plane diagonal bracing to stabilize the first five information.
and bracing of trusses.Refer to 0051 Buena EVER use banding to lift a bundle.
GUidg_t�L los trusses.Vea el folleto Guia de Pr4cdca IN trusses(see below).6?Install bottom chord temporary lateral restraint and diagonal bracing(see
Good Practice for Handlina.Installing.Restraining para el Mao4lo,Instalaci6n,Restricci6n�Arriostre de los below).7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen BCSI-B7***
&Bracmno of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Metal*** NUNCA use las ataduras para levantar un paquete.
11usses***for more detailed information. para informaci6n m6s detallada. 1)Instale los arnostres de tierra.2)Instale el primero truss y ate seguramente al arriostre de tierra. para mAs informaci6n.
J
R/ A single lift point may be used for bundles of 3)Instale los pr6ximos 4 trusses con restriccOn lateral temporal de miembro corto(vea abajo).4)
<2o.c.,typ.
Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar top chord pitch trusses up to 45'(13.7 m)and Instale el arridstre diagonal de la cuerda superior(vea abajo).5)Instale arriostre diagonal para los Apply diagonal brace to vertical
permanent lateral restraint or reinforcement for las localizaciones de restriccibn lateral permanente o parallel chord trusses up to 30'(9.1 m). pianos de los miembros secundarios para estabilice los primeros cinco trusses(vea abaJo).6)Instale webs at end of cantilever and a
individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss. Vea la Use at least two lift points for bundles of top la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior(vea abajo).7)Repita 6ste
procedimiento en grupos de cuatro trusses hasta que todos los trusses est6n instalados. bearing locations. All lateral restraints
B3***for more information.All other permanent hoja resumen para m6s informaci6n. El chord pitch trusses up to 60'(18.3 m)and paral- WARNING Do not over load supporting lapped at least two trusses.
bracing design is the responsibility of the building resto de los diseflos de arriostres permanentes son la lei chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. VrOMMI Refer to BCSI-B2***for more information. *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords
designer. responsabilidad del disefiador del edificlo. three lift points for bundles of top chord pitch JADVERTENCZ4!No sobrecargue la Vea el resbmen BCSI-82***para mhs informaci6n. and 15'(4.6 m)o.c.for 42 chords.
trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de
>45'(13.7 m). RESTRAINrBRACING FOR ALL PLANES OF TRUSSES
WARNING The consequences of improper trusses. RESTRICC16NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES INSTALLING - INSrALACION
�X Puede usar un solo lugar de levantar para pa-
Place truss bundles in stable position.
handling,erecting,installing,restraining Max.Bow Truss Length
y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en una posici6n
quetes de trusses de la cuerda superior hasta 45' Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber.Attach Tolerances for Dut-of-Plane,
to each truss with at least 2-10d(0.128x3"),2-12d(0.1280.25")or 2-16d(0.1310.5")nails. Tolerancias para Fuera-de-Plano. R11
and bracing can result in a collapse of the 121 ±1011",!
structure,or worse,serious personal injury or Use por lo menos dos puntos de levantar con estable. La madera 2x4 clasificada,por estr6s es la madera minima utilizada para restricci6n lateral y arriostramiento di- Max.Bow D/50 ID(ft.) 3/4" 12.5'
death. (19 mm) (3.8 m)
grupos de trusses de cuerda superior inclinada agonal.A tarlas a cada braguero con al min imo 2 da vos 1 Od(O.128x3'9,12d(0.128x3.25'9 o 1 6d(0,131 x3.5). Length---P- -
1/4" 1. 7/8" 14.6'
JADVERTENCIA!El resultadd de un manejo, hasta 60'y trusses de cuerdas paralelas hasta t I R
vl� I This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (6 mm) (0.3 m) (22 mm) (4.5 m)
Bow Length
levantanniento,instalaci6n,restricci6n y arrisotre 45'Use por lo menos dos puntas de levantar con grupos de trusses de cuerda superior inclinada (PCTs).See top of next column for temporary restraint and bracing of PCTS. M 1/2" 2' 167
incorrecto puede ser la caida de la estructura 0 mas de 60'y trusses de cuerdas paralelas mas de 45' Este m6todo de restriccOn y arriostre es para todo trusses excepto trusses de cuerdas paralelas PCT Max.Bow (13 mm) (0.6 m) (25 MITI) (5.1 m)
ai�n peor,heridds o muertos. (PCTs)3x2 y 4x2.Vea la parte superior de la columna para la restriccOn y arriostre temporaide s. ...... .... 3/4" 3' 1-1/8" 18.8'
MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES Length i
Q�MM Exercise care when remov- 0 Plumb (19 MITI) (0-9 m) (29 mm) (5.7 m)
RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES 1)TOP CHORD-CUERDA SUPERZOR i line ill 4� 1-1/4" 20.8'
'Oel�l
ing banding and handling trusses to avoid
Tolerances for (25 mm) (1.2 m) (32 mm) (6.3 IT)
damaging trusses and prevent injury.Wear 130 Out-of-Plumb. 1-1/4" 51 1-3/8" 22.9'
personal protective equipment for the eyes, 400- EMMI Using a single pick-point at the peak can damage the truss. Tolerancias para (32 mm) (11.5 m) (35 mm) (7.0 IT)
D/5o max
feet,hands and head when working with El uso de un solo lugar en el pico para levantar puede Up to 30' '.0 1-1/2" 6- 25.0'
60'or less 10'(3 m)ox max Fuera-de-Plorriada.
trusses. hacer dai5o al truss. (9.1 m) (38 mm) (1.8 IT) 8 mm) (7.6 m)
ff(Q�ML�U Utilice cautela al quitar las ataduras 30'(9.1 m)- 1-3/4" 7' 1-3/4" 29.2'
(2.1 m) (45 mm) (8.9 M)
o los pedazos de metal de sujetar para,evitar 45'(13.7 m) 8'(2.4 m)o.c.max. CONSTRUCTION LOADING (45 mm)I
2" �8' 2" 'a33.3'
dafio a los trusses y prevenir la herida personal. Approx.1/2-0, 45'(13.7 m)- 6'(1.8 m)o.c.max. CARGA DE CONSTRUCC16N (r)i mm) - (51 mm) (10.1 M)
Lleve el equipo protectivo personal para f truss length I
OJOS' CA' UM(OH Use ffr,�ZWYM�U Utillice Tagline 60'(18.3 m) (S) DO NOT proceed with construction until all lateral
pies,manos y cabeza cuando trabaja con TRUSSES UP TO 3&(9.1 m)
1.41,
special care in cuidado especial en TRUSSES HASTA 30 PIES 4'(1.2 m)o.c.max.
trusses. 60'(18.3 m)- restraint and bracing is securely and properly in place. *OWN
windy weather or dias ventosos o cerca 80'(24.4 m)* 'A
NO proceda con la construccOn hasta que todas las,est_ Amid
near power lines de cables el6ctricos o Locate Spreader bar Attach *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). ciones laterales y los arriostres est6n colocadds en forma Material Height
and airports. de aeropuertos. 10'(3 m) *Consulte a un Professional Registrado de Diseflo para trusses mis de 60 pies. apropiada y Segura.
- preader bar above or stiffback O.C.max. Gypsum Board 12"(305 mm)
1 Loe In mid-height See BCSI-B2***for TCTLR options. (S) DO NOT exceed maximum stack heights.Refer to BCSI-B4***
Pe-in
_.Q Vea el BCS1-iB2***para las opciones de T7LR. for more information. Plywood or OSB 16"(406 mm)
Spreader bar Spreader bar 1/2 to ----1� NO exceda las alturas mhximas de mont6n.Vea el resumen Asphalt Shingles 2 bundles
Tag ne 2/3 truss length Spreader bar 2/3to Refer to BCSI-B3*** BCSI-B4***para m6s informaci6n. Concrete Block 8"(203 mm)
for truss TRUSSES UP TO 60'(18.3 m) 3/4 truss length for Gable End Frame restraint/bracing/ 3-4 tiles high
TRUSSES HASTA 60 PIES Tagline A
TRUSSES UP TO AND OVER 60'(18.3 m) reinforcement information. Clay Tile
TRUSSES HASTAYSOBRE 60 PIES Para informaci6n sobre restriccOnI TCTLR
MANEIO
HANDLING
v Hold each truss in position with the erection equipment until top chord temporary lateral restraint arriostrelrefuerzo Para Armazones
4to E Hastiales vea el resumen BCSI-63***
Avoid lateral bending. is installed and the truss is fastened to the bearing points. (S) NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs.
Evite la 17exi6n lateral. Sastenga cada truss en posici6n con equipo de gr6a hasta que la restricci6n lateral temporal de la Note:Ground bracing not shown for clarity.. 10"or NUNCA apile los matenales cerca de un pica,a Centro de la luz,en
uf_� Use proper rig- Use equipo apropiadd Truss attachment
FATr07M The contractor is responsible for prop- ging and hoisting para levantar e cuerda superior est6 instalado y el truss est6 asegurado en los soportes. Repeat diagonal braces for each set of 4 trusses. required at support s) cantilevers o-aleros.
erly receiving,unloading and storing the trusses equipment. improvisar Repita los arrisoltres diagonales Para cada grupo de 4 trusses. Section A-A
at the jobsite.Unload trusses to smooth surface INSTALLATION OF SINGLE TRUSSES BY HAND 2)WEB MEMBER PLANE-PLANO DE LOS MZEMBROS SECUNDARZOS' (S) DO NOT overload small groups or single trusses.
to prevent damage. NO sobrecargue pequefios grupos;o trusses individuales.
RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES
El contratista dene la responsabilidad de ALL]
WIDIVIDUALES POR LA MANO LATERAL RESTRAINT&DIAGONAL BRACING ARE Place loads over as many trusses as possible.
ir,descargar y almacenar adecuadamente
recib VERY IMPORTANT Coloque las cargas sobre tantos trusses corrio sea posible.
los trusses en la obra.Descargue los trusses en
Trusses 20' Trusses 30' Position loads over load bearing walls.
la tierra fiso,para prevenir el dafio. (6.1 m)or (9.1 m)or iLA RESTRZCCZON LATERAL Y EL ARRZOSTRE DZAGONAL Coloque,las cargas sobre las paredes soportantes.
AN less,support less,support at SON MUY ZMPORTANTES! Diagonal
near peak. quarter points. bracing QLR splice reinforcement ALTERATIONS-ALTERACIONES
Truss Member
Soporte Soporte de 2x CLR FT57M Refer to BCSI-85.*** Truss bracing not shown for clarity.
cerca al pico /05 cuartos
Vea el resumen BCSI-B5.
los trusses 411 Trusses up to 20' -IN. de tramo los Trusses up to 30' -0. Web members-i SIMON PENN
de 20 pies o (6.1 m) trusses de 30 (9.1 M) DO NOT cut,alter,or drill any structural member of a truss unless
(S)DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies specifically permitted by the truss design drawing.
unbraced bundles verticalmente los NO corte,altere o perfore ning6n mierribro estructural de un
upright. trusses sueltos. A truss,
Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING a menos que est6 especfficamente permitido en el dibujo del disefio
at the time of delivery or stored temporarily in Bottom del truss.
contact with the ground after delivery.If trusses Minimum 2'2x Scab block
RESrRICCION Y ARRIOS`TRE TEMPORAL chords
are to be stored for more than one week,place centered over splice.Attach Trusses that have been overloaded during construction or altered without the Truss Man-
blocking of sufficient height beneath the stack Diagonal braces to CLR with minimum 8-1-
of trusses at 8'(2.4 m)to 10'(3 m)on-center EMMI Refer to 113CSJ-B2--*for more information. 40 /Top Chord Temporary every 10 truss spaces (0.1354.511)nails each side ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void.
(D.C.). Vea el resumen BCS1-B2***para mis informac16n. Lateral Restraint 20'(6.1 m)max. of splice or as specified by the Trusses que se han sobrecargadd durante la construcci6n o han sido alterados sin la autor-
10'(3 m)-15'(4.6 m)max. Building Designer. . .I
(TCTLR) izacion previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitada del
Los trusses pueden ser-descargados directamente 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.
en el sueld en aquel,momento de entrega o A
almacenados temporalmente en contacto con el with all rows of top chord temporary lateral restraint chord lateral restraint not shown for clarity. -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance.
suelo despu6s do entrega.Si los trusses estarzin (see table in the next column). :5 2o.c.,wp. 3)BOTTOM CHORD-CUERDA INFERZOR To view a non-printing PDF of this document,visit sbcindustry.com/bl,
guardados para mis de Una semana,ponga Coloque los arriostres de tierra para el primer I . , � : Truss
bloqueando de altura sufidente detrds de la pila truss directamente en lfnea con cada una de las Lateral Restraints-2x4xl2'or Member NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator(if applicable)are
Brace first greater lapped over two trusses professionals with the capability to undertake 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.). DO NOT store on NO almacene en tierra filas de restricci6n lateral temporal de la cuerda =901, a sistance in some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures
truss or CLR splice reinforce- Note:Some chord ostlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY.
For trusses stored for more than one week,cover uneven ground. desigual. superior(vea la tabla en la pr6xima columna).
bundles to protect from the environment. securely ment. and web members These recommendations for handling,installing,restraining and bracing trusses are based upon the collective experience of leading
pe sonnel involved with truss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented
DO NOT walk on unbraced trusses. before Bottom not shown for onrly as a GUIDE for use by a qualified building designer or contractor.It is not intended that these recommendations be interpreted as
Para trusses guardados por m6s de una semana, erection of chords clarity. superiorto the building designer's design specification for handling,installing,restraining and bracing trusses and itdoes not preclude the
cubra los paquetes para�rotegerlos del ambiente. NO camine en trusses sueltos. additional use of other equivalent methods for restraining/bracing and providing stability for the walls,columns,floors,roofs and all the interrelated
structural building components as determined by the contractor.Thus,SBCA and TPI expressly disclaim any responsibility for damages
Refert;BCK*fouAbre detailed information (S) DO NOT stand on truss overhangs until trusses. arising from the use,application,or reliance on the recommendations and information contained herein.
pe D an�K and jobsite storage Of Structural Sheathing has been applied to
trusses. the truss and overhangs. Diagonal braces every 10 SBC*-
Vea el folleto 6CS1***para#iformaci6tymis detal- NO se pare en voladizos cerchas hasta truss spaces 20'(6.1 m)max.
lada sobre el manejo y almacegp d,�Ios trusses Revestimiento estructural ha sido aplicado EBEL=W" WOOD TRUSS COUNCIL TRUSS PLATE INSTITUTE
en hrea de trabajo. a la armadura y voladizos. 10'(3 m)-15'(4.6 max. 6300 Enterprise Lane-Madison,WI 53719 218 N.Lee St.,Ste.312-Alexandria,VA 22314
608-274-4849 sbcinclustry.com 703-683-1010 tpinst.org
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NOTES
1. POORS ANP WINDOWS ARE AFFROXI'MATE
REFER TO MF"5
FIN15HEI) SIZE5, (_7
5PECIFICATION5 FOF-, ROUGH OF'ENfNG5 FF,[OR
TO FRAMING
2. SCREEN LANAI
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1ESS 150��EKN FIRE' LACE
4. GAS VEN1
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ON 16',X15"X60`h 13A'SE 4x4 7' J. 14 4t_011 12712"TAFEREI)COLUMN 6. TREX I)ECr,,[NG AT FFONT 12ORCH
F.T.FIOST FOR 13EARING' 1 ON 5ASE 4x4
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5ILL O!Y-6'AFF ( .51ILL CZZ 2'-6'AFF 5ILL CY)ill"-6"AFF 5ILL 0 4ii-O"AFF 5HOWER
SILL 0 4�-U'AFF 5 WH A!C Budnick Residence
CEPAR
L(XJVF?,F_I)
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64 2�10"
31-011 .1 2
4'-U' +
dn
Floor Plan
71-131' -61 0-1111 91-91,
23'-4" >=
1733 Atlantic Beach Drive
Eq Atlantic Beach, Fl. 32233
Duct Sized per ASHRAE standards 0
Friction Loss =
Static Drawn By Sheet
ARJ
Total CFMs Z30 FLOOK FLAN. 0 CL
Date
Duct Sizes shown in Area X Length C/) 02-02-2016
mum"
Scale
TEL
NOTE TO FP\AMEF\ 1/411 = 1 1-0
C CFM on Drawing EXTERIOR WALLS INSET 1/211 FROM 5LA[3 E[)GE
of
Plan Anastasia-Custom
MECMNIC/�L EQUIF'MENT NOTES:
SQ. F-G. CALCULATIONS Written eJh-1v_n5i(-,uq_ 5h;ill h�ive precc&rice ovc�,r 5t�,*
515 F[3C-P\,5,j2.5.2: PUCTS IN GARAGE SHALL 5E MIN 26 Coitractoro:,511,011 VV-IfY-1�-ij- �r:,re.5pori5Vc for �jnJ
2, -OMli
LIVING GAGE E�EET !5TEEL WITH NO OPENINC-15 1NT0 GARA(37E " I .1on-,of
GARAGE 559 ALLOWEP. mloirtlici,3-c Floricu rle.5iol,Inc.herety rewrve,._� c�-,rnrtion
(:3 192 copyhoht.-:5 or.her copyneht-5 iri ir'id i6fas.
r3 FORCH
Fb(,-R, ��305.1.1: MIN 4" CLEARANCE REQUIREP AROUNP Thc5e, (Ic5ign-ond Oc-a!5 ,�irertot:i:-1.)L -opt-,J or .,harq;d ir -Arly
LANAI 262 ALL SIP15 OF MECHANICAL EQUIPMENT AND rr,�nnnr or torm wh:i, rior irc,thrw'�o 17e, tr),;n1v t1mr?i
pfart'.�,wittiout f-IrFt oo.-airiing the eyprc!5�5,writ-tc-i fron-"
TOTAL COVEREP 5522 COM FANT-5, INCLLJPIN(---; PUCTS, W1 TH THE TOTAL WIPTH Nor'�ht,-a-�r-Floriela Inc.
OF THE IINCI-05ING-) SPACE 13EING2 /�T LEA5T 12" WIDEP,
THAN Ti-� FURNACE OR AIR HANDLEK
-Er
o Rowir�, mouNi ) MECHANICAL UNITS SHALL 13E 12627 San lose Blvd
ANGHOR�1) IN ACCORDANCE WITH F5C-F,,, SECTION
Suite 702
ortheast jacksonviRe FL 32223
a
Florida Desivi,Inc 904.260.3319
H
O�AFF Ic
X.-
r ,,M, -v,
T
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS
Building Code STUCCO AND DIRECTLY DTT2Z (8)Y4"xl Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN
1h MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY WI 8d (NOTES 2,3) CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAWNG PLAN
Florida Building and Residential Codes,5 Edition(2014) 0 z ADHERED STONE Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR
w = COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED AT ST-3A....................1ST LEVEL ROOF FRAMING PLAN
Code for Design Loads uj (NOTE 6)
UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRA M�ING PLAN(IF APPLICABLE)
ANSIIASCE 7-10 x �
ul = (NOTES 2,3) 5/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
ROOF LOADING'...............................................Cd=1.25 U) MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W1 8d ST-5.......................TYPICAL WALL SECTION SHEET
_j ALL OTHER VENEER ST-6......................SECTIONS AND DETAILS
TOP CHORD LIVE LOAD..................................20 PSF _j COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2X4 BLOCKING IS HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS,
a- (NOTE 8) (NOTES 2,3) 1/8"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
TOP CHORD DEAD LOAD....................... .........7 PSF REQUIRED AT UNSUPPORTED PANEL EDGES.
BOTTOM CHORD LIVE LOAD LEGEND
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 (20)SDS Y4"x 3" SCREWS IN STUD GROUP
ATTICS WITHOUT STORAGE....................... 10 PSF TILE ROOF PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES ND 7/8"DIA.x1 2"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13)10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHEROPTION PROVIDED IS AN EQUAL 0
0z -
Lu (NOTE 7) ALTERNATIVE FOR THE APPLICATION SHOWN C) U_
(NON-CONCURRENT) a 8"O.C. IN THE FIELD LINO UNLESS NOTED OTHERWISE C14
BOTTOM CHORD DEAD LOAD........................5 PSF U_ (38)16d SINKERS INTO STUDS ON PLAN OR DETAIL
0 w SHINGLE AND METAL ROOF MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 (WET EMBED) HTS20/HTS20 0 1)1 Od x 1 Y2"IN TRUSS/RAFTER EOR ENGINEER OF RECORD
0 x 0 LONG DIMENSION PERPENDICULAR TO SUPPORTS W1 8d RING (11)1 Od x 1 Y2"IN TOP PLATE AND/OR STUD To:
z (NOTE 9) EW EACH WAY C114 C
WIND LOADING.................................................Cd=1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B (10)10d x 1 Y2"IN STUDS OSB ORIENTED STRAND BOARD OR 0 M
ASCE 7-10,3S GUST........................................130 MPH FLOOR DECK SHEATHING: 23/32"T&G OSB OR PLYWOOD W/1 Od COMMON: 6"O.0 AT PANEL EDGES, 12" HA4/H2.5T (5)8d x 1 Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL 0
BASIC WIND SPEED O.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE
EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. 1 0) 0)
BUILDING CATEGORY..................................... 11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12)16d COMMON& %"x 7"DRILL&EPDXY (5)1 Od I Y2"IN TRUSS SPF SPRUCE-PINE-FUR C:
PORCH CEILING BOARD SHEATHING: HA8/H8 x CONT CONTINUOUS
ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)1 Od x 1 1/2"IN PLATE O.C. ON CENTER E
INTERNAL PRESSURE COEFF........................0.18 04
MIN�/16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL Wt 8d COMMON: T' LSL 1.55E TIMBERSTRAND LSL EN INEERED LUMBER, 1 3/4"WIDE, UNO.
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (12)16d COMMON& %"x 7"DRILL&EPDXY (9)10d x 1 Y2"IN STUD (3 1/2"WIDE LSL BEAMS RE EQUIVALENT TO 2-PLY 1 3/4"BEAM)
(12"EMBED AT GARAGE DOOR RETURNS) TSP LL
(NOTE 8) (6)1 Od x 1 Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINE RED LUMBER, 1 3/4"WIDE
FLOOR LOADING..............................................Cd=1-00 NOTES: 12"'O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). 7�j. HU48, HUC48, (14)16d COMMON IN HEADER PSL 2.OE PARRALLAM PSL ENGINE RED LUMBER,3 1/2"WIDE, LINO. LL IN
TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12)10d x I Y2"IN STUD QTA QUICKTIE AQUA,SEE TABLE 6 UPLIFT ANCHORS Lj 0
TOP CHORD DEAD LOAD................................10 PSF QTB QUICKTIE BLUE,SEE TABLE 6: PLIFT ANCHORS _j LO
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANKNAILS. (0.148"x3"LONG). HU410, HUC410, QTG QUICKTIE GREEN,SEE TABLE :UPLIFT ANCHORS _j (I)
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. (18)16d COMMON IN HEADER (6)1 Od COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE1 6:UPLIFT ANCHORS
BOTTOM CHORD DEAD LOAD........................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (10)10d COMMON IN BEAM DSP -
S HUC210-2 (8)10d COMMON IN STUD/HEADER z
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENT% OF INTERIOR ROOF LOAD RFARINIWAI L,SPECIFICATIONS 0
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4)SDS Y4"x I Y2" SCREWS IN TRUSS/IRAFTER QGT 0 8)1 Od x 1 Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR OUTLINED ON TYPICAL WALL JECTIONS, DETAIL SHEETS
TOP CHORD LIVE LOAD................................ ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO ELP (4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WIT 4 NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Cn -0
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE S Y2"ANCHOR @ 8--0"O.C. (UNO ON FRAMING PLAN OR SW
BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 1-5/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICA L (26)16d SINKER IN WALL FRAMING SPECIFICATIONS)
LGT3 QGT2 (30)16d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR
E
BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS AL_OW, (12)SDS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD B AM
MAXIMUM FLOOR TRUSS SPACING..............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER 11 1 1 1 Cq
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: 0
DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALL4UT "t
2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. A w
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, '5/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 3. QUICK-TIE SUBSTITUTION(INSTALLED W1 POWERS AC100 TEAL OR GOLD EPDXY): D 0
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. & QTB=DTT2Z, LTT20B STUD COLUMN KEYNOTE CALI OUT
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOU D 9 QTG=HTT4 NUMBER OF STUDS BELOW BE NM/GIRDER TRUSS. STUDS
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL * QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SlZf AND GRADE, UNO.
OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS co w
TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. Cl) Ld _w*_ 0
TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. ADDITIONAL CLARITY FOR TH LOCATION OF THE STUD COLUMN
TL MAX 3/4"
NOTES 1,2,3 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z BOTTOM OF STUD COLUMN C NECTION
WOOD I JOISTS............................................... LL/480 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. *1 ST LEVEL STUD COLUMN: H LDDOWN REQUIRED AT BASE OF COLUMN
TL/240 BEARING CONDITION STUCCO FINISH-Uno FLEXIBLE FINISH-L/120 TABLE 8: SPECIFIED SHEARWALLS OR QT-REQUIRED FROM TO PLATE TO SLAB.
TL MAX Y211 &STUD TYPE WALL HEIGHT WALL HEIGHT 0 2ND LEVEL STUD COLUMN: RAPPING REQUIRED FROM 2ND LEVEL
NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 COLUMN TO 1 ST LEVEL STU /HEADER/BEAM OR QT-REQUIRED FROM z
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD - - END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO S B.
FBC 1605.3.1.1. >_ HEADER STRAPPING KEYNOT CALLOUT
j 2x4 NO.2 SPF SW TYPE CONNECTION
z
NUMBER OF STRAPS CONNEC NG HEADER TO JACK STUD C0
0 (2)2x4 NO.2 SPF - - - SWI,SW2,SW3,SW4 QTB/QTO
U_
0 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. PE OF STRAP CONNECTING EADER TO JACK STUD
TABLE 1 : COMPONENTAND 0 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24 1 "It x a
2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) W W Z 1 0
DTT2Z KI JACK GROUP BOTTOM C NECTION IL r 4 a
24 DSP. 0 Z M W
CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 *1ST EL STUD GROUP: HO DOWN REQUIRED AT BASE OF STUD GROUP 0 W L < Z
ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. ILI
LL r
2ND L TUD COLUMN:S PPING REQUIRED FROM 2ND LEVEL STUD le 1- 0 a W 113
2x4 SPF STUD (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) El w 0 j
a 0 Z 13
WINDOWS AND DOORS GROUPT LEVEL STUD, EADER/BEAM. Lo J M w 0 M 0:
4 a. a z w j Fa _5 z z 0
EFFECTIVE ZONE DESIGNATION Z 2x4 NO.2 SPF (2)ADDITIONAL WALL STUDS REQ. FOR QTO NUMBER OF HOLDDOWNS/ST S AT BASE OF KING/JACK GROUP w ILI M < a < 0 W LL
0
(2)2x4 NO.2 SPF W > j3 C) E3
U_ 0 a]
IZ-Interior Zone(psfl EZ-End Zone(pso END STUD GROUPS W W CI WWWWLM
WIND AREA 0 _j z 0 CL W J a -
0 U_ 2x6 SPF STUD 24 24 24 24 24* 24 24 24 24 24* W I- x I`- >- ILI Z 0
ft2 +24.61 -32.95 w HEADER F Q 0 10 a. z
0-20 +24.61 -26.70 11 SW TYPE NUMBER OF STUDS MOIL >- wwPwjMI3ZE3
2x6 NO.2 SPF I I z w w I,. - W W
2 24 24 24 24 24 24 24 24 24 24 (2)2x10-1 2 NUMBER OF KING STUDS EACFWIDE OF OPENING w 4 0. 1- < 19 ED 3: W w a) M rj
21 -50 ft +23.42 -25.51 +23.42 -30.58 NOTES: I I I N SW1,SW2,SW3 2 1 ILI 0 w �- x I w 0
SW# z
100 ft2 1. STUD SPAC I I III I SW4 3 Cf) 0 4 0 WM 0 Z LL I a W -3
51 +22.01 -24.09 +22.01 -27.74 OVE ARE THE MAX#AUk III I- NUMBER OF JACK STUD SIDE OF OPENING 4 Z Z 0
INGS AB 1,4,WQUIRED ACCORDING TO STUD HEIGHT AND TYPE,UNLESS NOTED OTHERWISE ON
ft2 PLAN. 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP OW 0: L6 - 0 X I _j <
SIZE OF HEADER(ALL HEADE w 3: 1,1
101 -200 +20.91 -23.00 +20.91 -25.56 1 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. REQUIREMENT. 0 BE NO.2 SYP in 1z W 00 - :) ILI
I I I UNLESS DESIGNATED AS WSP) F3 < 0: cjozwwzwo < xw
3. (-)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE it Z < xw0Qi._ 0 - jL, 0z
DOUBLED, FASTEN STUDS PER FRAMING-NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOC ATIONS. z f- -
VINYL SOFFIT MAX PRESSURE(pso +23.5 -30.74 END STUDS CONNECTION(NOTES 5,6,7) NUMBER Qj� LIES IN HEADER w rx aw P -,;, < pww_ M5
1 ST LEVEL 2ND LEVEL STRAPPING ULJ wwz x < My < Ix L
wM < wwx �- 0Ujw - z
SEE FRAMING PLAN TABLE 4: NAIL S'#0w_ ttGEND TABLE 5: FASTENERS IN SW TYPE Z w wMxzz -, f- zwww -
(IF QT-NOT APPLICABLE) ENGINEERED LUMBER H FRAMING I- z
GARAGE DOOR PRESSURE NOTES 1,2,3,4 A HOLD DOWN 11111111111114-ell,44 I KEYNOTE CALLOUT z< 0 [L El 0 < W 0
MS36/CS16/MSTA36 0 Vi WZ LMwM -Jmzzl -
PRESSURE TREATED LUMBER Swi QTB OR DTT2Z 1 (2)91/2"LSL-1/2 NUMBER OF KING STUDS EACVSIMOF OPENING Z zU0 < -' z - M< IX -
1[-DIAMETER LENGT W W W _j M z 3:
SW2 QTG OR HTT4 (2)MS36/CS 1 6/MSTA36 z I - W :l (nw < w �- fl
NUMBER OF JACK STUDS EAC SIDE OF OPENING < W - 0 0WMF- LjWjWW0 =
MMON SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 1 < z >- zj � 0zw _ Q �. < L
FASTENER TYPE
PRESERVATIVE HDQ8 -HEADER MATERIAL (ALL HEAD S TO BE�PESIGNATED AS LSL,LVL, PSL, OR SYS42) I- I Z PF- C3 0 01 13 w ILI
8d RT19GSHAN 0.113" 8 SW4
I I 1 1 (4)MS36/CS16/MSTA36
ACZA STANDARD CARBON STEEL Z u 4 0 Z <
1 Od x 1-Y2" 0.148" DEPTH OF HEADER 0 w 0 j
il I I I I I I e% 0 E3�_ Z_ Ei M w 4 0 1- z 0 0
10d 0.131" T SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NQIE_7) NUMBER OF PLIES IN HEADER 3/4"WIDE U NO) _j
END ZONE KEY MAP 1 Od COMMON 0.148" 3w FASTENERS REQUIRED. SWTYPE MAX ANCHOR SPACING ILL
END ZONE:END ZONES SHALL BE TAKEN 12d COMMON 0.148" 3-Y4" CONNECTORS MUST HAVE PRE-ENGINEERED TRUSSES & I-JOISTS z SHEET NO.:
AS THE 1 ST 4.0'PER IRC FIGURE R301.2(7) SW1,SW2 DIA.@ 24"O.C. OR Y2"DIA.@ 24"0.C. 0
16d SINKER 0.148" 3-Y4" ALL OTHER FIT(NOTE 2) Z-MAX,G120 OR TRIPLE ZI1 C 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIP/E THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL - ST-1
(INCLUDING ACQ& MCQ) COATED FINISH. S.W3 DIA.@ 16"O.C. OR Y2"DIA.@ 24"0.C. BE DESIGNED UNDER THE SUPERVISION OF A RE TERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP
16d COMMON 0.162" 3-)j7 ALL FASTENERS MUST BE OT SW4 DIA.@ 12"O.C. OR Y2"DIA.@ 1�"O.C� I
DRAWINGS SHALL BE PREPARED IN ACCORDANC TH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD STRUCTURAL
NOTES: DIPPED GALVANIZED. NOTES: FOR APPROVAL PRIOR TO FABRICATION. DESIGN ITERIA IS LOCATED ON SHEET STA OF THE PLAN SET. TEMPORARY 0
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL BE THE RESPONSIBILITY OF THE NTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS 0- SPECIFICATIONS
2, COMMON V11RE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF COMPLETE. w
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO M, CH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION 0 JOB NO.:
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING.PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHO HERE. RS0593
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRU TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT
RAL PLAN THEM UNDER SIGN AND SEAL WITH THE TRUSS S P DRAWINGS. SUBDIVISION:
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTU
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRESSURE 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY TH NGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL,HOWEVER THIS APPLICATION MUST 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR IS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS 0 Atlantic Beach
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN 9 HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE DISREGARDED. _j
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. * 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IIST LEVEL STUD GROUP TO SLAB WITHHOLD 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECI ED ON THE TYPICAL WALL SECTION SHEET. U_ Country Club
DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR P S DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND <
........................... 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,UNO. SUBMITTED TO THE ENGINEER OF RECORD FOR PROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN LOT NO.:
TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET.
NOTES 1,2,3,4,5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z 30
ONCRETE/ CONCRETE AND FOUNDATION NOTES HEADER FRAMING >_ FLOOR PLAN:
SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MIN. EDGE DISANCE 1. ALL HEADER JACK AND KING STUDS SHALL BE FA ENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 ..O.C. 0
EMBEDMENT MONOLITHIC S_AB CMU__] 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. Anastasia-Custom
OTA(QUIICK TE 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL ERS AND HAVE THE FOLLOWING REQUIREMENTS:
(K� ONE STORY 3. ALL REINFORCING STEEL#3 AND BIGGER SHALC BE ASTMI A615 GRADE 40 DEFORMED BARS(UNO).
I Z DESIGNED:
4.0 Ff 1� )r WIRE ROPE-8 STUD 2%ll/23/411 910 LB. 1 2 Y411 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL SHEATHING TO MATCH SPECIFICATION FOR ERIOR WALLS,SEE TABLE 2.
1 FLOOR (TYP), S�ENDZONE STORY 2w x 2w x 3V WSH 0 TOP PLT REENTRANT CORNERS. ATTACH TO ALL FRAMING MEMBERS(KING D,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)Wt 8d COMMON @ 3"O.C.
DESIGNATION FAI Two EITHER TOP OR BOTTOM PLY OF DBL TOP P E MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE JH/CCS
w
t5l), ONE STORY QTIB(QUICK TIE 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLA
in WIRE ROPE-8 STUD 4$1/411 1,527 LB. 1 2 Y411 AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. NO.2 SPF HEADER SILL INSTALLED ABOVE NING Wt(1)CRIPPLE STUD AT EACH END REVIEWED:
TWO STORY 2Y4"x 2Y4w x)VV WA Q TOP PLT SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN 9 WALL SHEATHING ABOVE OPENING MUS E CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION x
101 REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER B W OR SILL PLATE ABOVE OPENING w DBIVI
rf%'IN QTG(QUICK 71E CL
Q%V ONE STORY 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE 0 HE FOLLOWING(NO CONNECTION REQUIRED FOR
WRE ROPE- STUD 411/4" 2,839 LB. 2 Y411 2 %411 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH REVISIONS DATE
4 2 OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HE RS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE):
TWO STORY 3w x 3w x N07 WS FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT
Wks PLT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTORS RESPONSIBILITY TO CONFIRM THESE 9 HTS16W/(10)10dx1-Ye@16'O.C.
ONE STORY OTO(QUICK 71E * MIN 18 GA.COIL STRARWIRAPPED OVER T PLT W/MIN(5)10d x 1-Y2"INTO EACH SIDE OF HEADER OR
ASSUMPTIONS.
VARE ROPE-8 STUD 6'1/6" 4,455 LB. 311 311 * FASTEN TRUSS DIREM- Y TO HEADER W/M OR HTS W/(14)10d x 1-Y2"(OR EQUAL APPROVED BY E
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FASTEN ALL HEADERS TO 10,W STUDS W11TH(3) TOE NAILS PER SIDE. OR).
TWO STORY 3n x 3"x%e WAS is TOP PLT
SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER RECORD.
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS w
NOTES: EAtftOR GOLD EP CONDITION EXISTS. 117% ORIENTE HEADER REQUIREMENTS z
1. POWERS AC1 00 T S'.MH BE USED FOR ALL QT ANCHORAGE. 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR TABLE 9: PLAN"161
2. REFER TO FRAMING fff-ES THIS SH FO INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK.
0
3. QUICK TIES SHOWN(�j FRAIANG PLAN AT LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH FINISH-U360 FLEXIBLE FINISH-U180 w
TYPICAL WALL SECT16N FOR ADwnowL IR QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11'
4. ADDITIONAL STUD REMAREMENTS PERWA CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT
9 EXTERIOR 2x4 WALLS:
z
FRAMING NOTES -
-QTB1QTG MUST PAW(2)STUDS WWHIN OT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING GREATER THAN 48"UP TO 75- (NOTE 3) (2)2x4 (2)2x4
SPLICES,NO ADD'ff1ONAL STIES ARE D) 1. POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR 9 0)
-OTO MUST HAVE(2)STUDS INSTALLED SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE X16"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL z GREATER THAN 75"UP TO I 11 (2)2x6- (3)2x4 D
e EXTERIOR 2x6 WALL& THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 13: GREATER THAN 111" EE FLOOR PLAN SEE FLOOR PLAN JOB COPY
-NO ADDITIONAL STUDS REWIRED AT Q LOCATIONS. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE
GREATER THAN 48"UP TO 75- (NOTE 3) (3)2x4 (2)2x4
-QTO MUST HAVE(2�STUDS INSTALLED WE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. (1) THIS PLAN MUST BE
5.REFER TO APPROVED PRODUCT APPRCIVAL NTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. w
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 0 GREATER THAN 76"UP TO 111" (2)M- (2)2x6-
0
2304.91. a ON JOB SITE FOR LL
4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. GREATER THAN 111" EE FLOOR PLAN SEE FLOOR PLAN
J
5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROW W/MIN(6)10d TOE ILS,EACH END. EACH INSPECTION co RUCTURAL
6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED.
2. WINDOWS WITH INTERMEIXATE JACK STUDS MA E TREATED AS SEPARATE OPENINGS. RING
7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. >
3. FOR OPENING WIDTHS LEft THAN 48-,A SINGLE PLATE IS SUFFICIENT.
8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS.
4
4. FOR PLATE HEIGHTS ABOVE 1 V,SEE FLOOR P FOR PLANK-ORIENTED HEADER REQUIREUEUT.- 0,,
9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL �wl
HEADERS DESIGNATED WITH AN ASTERISK R UIRE MIN 2x6 WALL FRAMING. PUANC9
5. FIEVIEWED FOR CODE COM
STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN,UNO.
CITY OF ATLANTIC J3EACH -yo;
SEE PERIMTS FOR ADDffIONAL
REOUIREMENTS AND CONDMONS
REVIEWED
D
F
R
F
5 L
L
MSTA24
0
AMUM
t8
0 TOP
0
P,.B.,00..71457
QT ENGINEERING 02-15-2016
GENERAL FOUNDATION NOTES
4"CONCRETE SLAB W/ NO 4 OR NO 5 @18"O.C. 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
OR 4"CONCRETE SLAB W/9"BEND @ BOTTOM DRIVEWAY SLAB OR A 4"CONCRETE SLAB W/ 0'-0"A.F.F. A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
6x6 W1.4 x W1.4 WWF W/6x6 W1.4 x WIA PAVERS,SEE ARCH SLAB W/THICKENED 6x6 W1.4 x W1.4 WWF U-BLOCK W/ EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
FIBERMESH WWF OR FIBERMESH VARIEST I EDGE PER PLAN OR FIBER MESH (BEYONDI (1)#5 CONT AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF
8"MIN 8"CM U CHAIR BLOCK W/ 4"FLOATING CONCRETE LU
cc. . 1 1 1 - . 4.-:1 . � 1, . I XW1.4 MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
4 (1)#5 CONT. SLAB W/6x6 W1.4 E2
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
8"MIN TOP OF SLAB
28"MAX WWF OR FIBERMESH >
----- ---------- U) OD 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
z LLI
Nz// 28"MAX
u,v/ 1>
C/) z
v/ NN/ NN/ 'IN XN N, N
x/NN/ / >\)//
I SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
�'x co FINISH
N`< \<'N'
�/\,,N\12"MINX, N. N, LU
00 D FOUNDATION WORK MAY BE REQUIRED.
Ni.
x
0 GRADE
N�W"
VAPOR BARRIER
'Nx 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
,�,\12"MINX \X/ x\,X, /� �1
X
X N N
X ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL co
NX 4.
X .,x
N/
VAPOR BARRIER 7,
VAPOR BARRIER
N
X
N\N\ CV)
NN, / / �N - 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
<
NN SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS.
61f OPT. EXTENSION IN BRICK \�///yz\ < \�� I
\//1\\//, I N, \ IN #4 OR#5 VERT REINFORCING K
X NN-N, STEMWALL BEYOND AND #4 OR#5 VERT -x
FOOTING TO BEAR ON 6fl OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRA
UP TO 3 COURSES: 72"O.C. 1< 1
NT
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN CONCRETE FTG,SEE PLAN REINFORCING @ CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET _j
I\X/ I _� .a
4 TO 5 COURSES: 48"O.C. \,/
12"UNDER 1 STORY WALL N/ MAX 72"O.C. 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO LL
12"UNDER 1 STORY WALL WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5
RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO Cq
ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE N\ In
WITH(2)#4 OR(2)#5 CONT & FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL v.:
BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL 06 410 7 C4 C
FOOTING BELOW GRARAGE DOOR. 14
16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT z OR CU
N,
N,
N,
N,
X N,
WITH(3)#4 OR(2)#5 CONT GARAGE ENTRY CML1 STEMWALL SECTION ADDITIONAL#4 OR#5 IN FOOTING TO BEAR ON FIRM CONTROL JOINT (CJ) NOTES: Cn
GARAGE EXT WALL CURB SECTION I FOOTING TO BEAR ON FIRM BRICK LEDGE UNDISTURBED SOIL ADDITIONAL#4 OR#5 CD
9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK UNDISTURBED SOIL IN BRICK LEDGE 1. TIMING 0)
MONOLITHIC FOOTING SECTION 5 FILLING BEHIND A STEM WAL L, PARTICULARLY WHEN IT IS OVER 4 1
IF GROUND ADJACENT TO FTG SLOPES DOWN - 4"OPT BRICK LEDGE VERT REINFORCEMENT TO * CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE q4t
AND AWAY FROM STRUCTURE STEEPER THAN COURSES HIGH. SHOULD TI-�IS CONDITION EXIST, RECOMMENDATIONS VERTICAL REINFORCEMENT NOTED ON FND PLAN HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING C4 E
4"CONCRETE SLAB W1 MAY BE OBTAINED FROM TH E ENGINEER OF RECORD. TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. C4 (D
V-0"VERTICALLY PER 3'-0"HORIZONTALLY, 6x6 WlA x W1.4 WWF OR 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 04
CONTRACTOR HAS TWO CHOICES: CAST-IN-PLACE FOOTING SPECS 0 CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE LL
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE FIBERMESH ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CAST-IN-PLACE FOOTING SPECS 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING.
0'-0"A.F.F. 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT
OF EOR TO PREVENT EROSION OF SOIL. MV SEE ARCH. 4"CONCRETE SLAB W/ 2-STORY: 10"x 20"W1(3)#4 OR(2)#5 CONT 2-STORY: 10"x 20"W1(3)#4 OR(2)#5 CONT 2. DEPTH UL
------- CD
2. USE STEMWALL FOOTING 4 DWGS.
6x6 W1.4 x W1.4 WWF OR THE CUT SHOULD BE AT LEAST 1 DEEP, BUT NOT MORE THAN I Y4"DEEP. L0
4.
4 -i
FIBERMESH
3. SEALING _j
01-011 A.F. CMU STEMWALL SECTION (1)
I . . __0 -6-d
6x6-W1.4 x W1.4 WWF SEE ARCH. CMU STEMWALL SECTION > .5
(2)#4 OR(2)#5 CONTINUOUS OR FIBERMESH THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC
--- ' DWGS. 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTO�WHEN BACK z
------ 2 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN 1T1S OVER 4 ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. 0
-4 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 V)
------------- --------- COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
4 v
8"MIN COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS
-d MAY BE OBTAINED FROM THE ENGINEER OF RECORD. FOUNDATION KEYNOTES:
Id . . I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 0
\N�/,x N VAPOR BARRIER
K N�/N < 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTIWS ONLY. EPDXY
�\Ox V_ 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
12"UNDER I STORY WALL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS!
;�NCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
4. 8"x8"THICKE
WITH(2#4 OR(2)#5 CONT NED 8 8"x8"DEEP THICKENED EDGE cli CU
FTG AT STEP-DOWN,
W/(l)#4 CONT
16"UNDER 2 STORY WALL SEE PLAN VAPOR BARRIER
VAPOR BARRIER
1611 WITH(3#4 OR(2#5 CONT Uj
12"DEEP FTG W1#4 @ 12" EW 0
CURB STEP S'="CTION UNDER BOX COLUMN, FTG TO BE
BEARING CURB STEP SECTION PROJECTED MIN 6"AS SHOWN
3 BEARING WALL FOOTING SECTION 6 4
16"SQX12"DEEP FTG W/
94'-911 (3#4 EW
0
471-2" 36-01' 24"SQx2O"DEEP FTG W/
(3)#4 EW
321-101" 2'-611
2 2 7@-l" 51-61' 231-511 30"SQx20"DEEP FTG W/ CL
-910
(4)#4 EW z
0
36"SQx20"DEEP FTG W/
(4#4 EW
CO
FF 48"SQX24"DEEP FTG W/ L0
(5)"EW,T&B IV x a z 10
I%- W W < . 0
qT a. z w
< 0 . 0: 111
r%_ a W LL < z
w w 0
El L3 _j -
SIM NO SLAB L0 CO C 0 10- z 0 w a
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TYPICAL REINFORCING
W W D W w L6
�D BARS AT THICKENED Z a. w w Z 0
FOOTING,SEE PLAN 0) 00111a. Z wpw �jmo � p
STEPS TO GRADE co z Ix 0 a. >- M w I- - W W
LU 4 12. �_ < m 3: www M
TO BE PROVIDED 0 w 0 E3
PER BUILDER M IN 24"LONG#4 OR#5 w I.- w I w z Z < LL
BAR SET AT MID-DEPTH Z 111 "3 0
PAVERS BY BUILDER, OF SLAB,TYP ALL 0 '- 0 Z u. IL 0 1 0
Cl) < Z �- ZWLL x
(3 w 0: - 0 _j5 < w
SLAB REQUIRED RE-ENTRANT CORNERS w a. I w
W 00 w
BO BELOW PAVEB$_1 0? Z < I w
C3 w w 0
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C11 z < xw 0 0
z 1- 7 p w
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HOUSE SLAB M (9z >. LLMwM3@zz1 _
STEPS TO G DE Z z 0 M - �_ �
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TO BE PR(V LLJ Wz -jl - W :) (nW < jXI`- E3
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C*4 U? PER BUILDER
RE-ENTRANT CORNER DETAIL I._ �- Izp_ 0zw(3 W �- M
Z E3 < E El ry 0 1 w Z
21-611 6-2" 5-611 91-3#1 A11- 91-311 (RECOMMENDED) OWZ3� - j �- 13
3-4- 'ci < � 61 0 -1
0 , 01�- a. w 4 0 1.. Z El 0
PLAN VIEW, DETAIL TYPICAL @ ALL
T, _j
RE-ENTRANT CORNERS U_
z SHEET NO.:
0
ST-2
FOUNDATION
SIM NO SLAB 0
PLAN
ZL 9 0-
0 JOB NO.:
F
RS0593
NOTE 6 NOTE 6
vt <
!9 SUBDIVISION:
0? ZD o Atlantic Beach
u- Country Club
F_ LOT NO.:
__j
z 30
> FLOOR PLAN:
STEPS PROVIDED 0
PER BUILDER
ce) 0 Anastasia-Custom
17- 0
Z DESIGNED:
F_ __1
JH/CCS
01-211 C14 U.1
16-31' REVIEWED:
181-112, T_r 91-911 1 _11-1 1 41-10" 2 22'-1 0"
-------- x DBM
LU
F- 4- - - - - - -4
REVISIONS DATE
bo
00
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Cl)
(&48"O.C. %,ktt�8 UCTIURAL
COPY I ,
JOB
-011 llo,q
2 41-0" 21-61'
1.
r
THIS PLAN MUST BE
' 'f
71-6111 12'-101"
2 31-01' 2 ON JOB SITE FOR
120-71f 23-5"
51Y4r
EACH INSPECTION
94'-9"
x
LU
of 11019
r1a MthMy,P.E.
1 /4
FOUNDATION PLAN
Fd F U
8"MIN -Z
1>
X
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X
X
X
P.E. No.71457
QT ENGINEERING
02-15-2016
FRAMING KEYNOTES
4x4 NO.2 SYP FIT POST NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
CONTINUOUS TO ROOF
....................................-------------------------------------------------------------.............................................................................----
.................
BEAM ABOVE,(3)TOTAL 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS.
............... ............. x- . ..........
...... ..............
................. =1 A
2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS
WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO
SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL
SHEET.
Ist
NOTES
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
Cte)
1. FLASHING&WATERPROOFING ARE OUTSIDE
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM C)
OF STRUCTURAL ENGINEERS SCOPE&SHALL
CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C.
BE DESIGNED&SUPPLIED BY BUILDER
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR
2. BUILDER TO SUBMIT SHOP DRAWINGS OF
DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. (y)
•2x12 NO.2 SYP PT LEDGER tit PROPOSED HANDRAIL CONSTRUCTION FOR
CD
•FASTEN TO SOLID FILLED CMU APPROVAL BY EOR PRIOR TO CONSTRUCTION 4. PORCH BEAM FRAMING NOTES U_
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FDN WALL W/(2)ROWS Y2"0 x
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6"EMBED DRILL&EPDXY OR
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V-:
EXPANSION ANCHORS NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT C
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................
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PORCH BEAM TO TOP PLT W/MS24, MTS 12,OR MSTA24. CN E
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CN
JOIST TO LEDGER W/LU210
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV.
RIP TO ESTABLISH SLOPE PER U_
BUILDER PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
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6. HIGH UPLIFT WALL:INSTALL QTB @ MAX 48"O.C., REQUIRED
AT THIS SECTION ONLY
. ............
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0
......................------------------------ ........................................................................... ............ 7. PLANK ORIENTED HEADER FRAMING
A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35
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to
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WIND LOAD(PSF): WIND L0jkD(PSF):
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LOT NO.:
THERE ARE NO ALTERNATIVE$
TO THE SPECIFIED GARAGE :'
...............................
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...........
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............ ..........
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WSP H 7D7R7-07/27] ........................... .................................
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REVISIONS
DATE
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JOB COPY 0,
THIS PLAN MUST BE
ON JOB SITE FOR
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FIRST LEVEL STRUCTJPAL FRAMING PLAN 1 A EACH INSPECTION
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QT ENGINEERING P.E. No.'71457
02-15-2016
ROOF FPLAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MAUNFACTURED SHEAR PANEL
* INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
e SHEAR PANEL TO SWDBL TOP PLTW1 10d @ 3"O.C.
9 FLOOR DECK TO SHEAR PANELW1 10d @ 3"O.C.
2. TYPICAL BEARING BLOCK (JI
9 BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH
DIMENSION OF TRUSS MEMBER. C)
e ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS (N
BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. N
CY)
3. LEDGER FRAMING NOTES:
CD
9 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX
24"O.C.SPACING) LO
* ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED V-:
C%j CU
LOCATIONS ON PLAN 00
0
* SEE TABLE 3 ON SHEET ST-l/Sl FOR FASTENER 14,
PROTECTION AGAINST CORROSION a
* IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 0) 0)
---- -------------- 947" --------------------------------- --------
ERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
04
04
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
W
0_1 04
----------- --------------- ---
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ROOF FRAMING LEDGER:
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2x8....................(6)12d COMMON
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PT 2xl 2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
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4. OVERFRAMING NOTES
ALL RAFTERS TO BE MIN.2x6 NO.2 SYP 24"O.C.MAX.
........................................... ...... ....
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................................................ ALL"SLEEPERS TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.
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------- S"TO EACH TRUSSIRAFTERW/(3)16d
It.................................................... ......................... ..................................-----------------
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.............
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............
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0 3 ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
............................. .............
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FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
oil RAFTER WHERE APPLICABLE W1(5)10d COMMONS MIN.
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..........................................................
J03 SUBDIVISION:
............... ............... ---------
............................. .......... ............................................................ ........... ....... ..... .................. ............. ............. ...................... ................... .................... ..........
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T. 30
FLOOR PLAN:
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MTS12
—H o:l ffS 0 S� 2)Hit= 0 Anastasia-Custom
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..................
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.......... .................
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F_ F- F- F- F_
REVIEWED:
................................................... ............................................. ................................................................ ................. ...................................... ......................................................................................... ............................................................ ................................................. ............................................................................. ............................ ................................................................................................................................................................................................................................................ ............................................ ..................... - ------------------- .......-------------------- ............................................................................................................................................................................................................................................................................... ................................... ......................................................................................................... ...........................................
TRUSSES ARE DESIGNED TO CANTILEVER @ x
THIS LOCATION NO BEAM REQUIRED LU DBM
CL
< REVISIONS DATE
.......... .............. ...........
............... ......... ..................................................... C�...................................... .... ............... ....................... ...................................... ............................................................................................... ------------ 12'9" - ............................................. . . ............................. ............ ... ........................ ........... .................
.....................................
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w
z
0
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JOB COPY
THIS PLAN MUST BE z
co
ON JOB SITE FOR 0
EACH INSPECTION
U_
RUSS ENGINEERING NOTES:
C0
CTURAL
J�ING
UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN AL
0
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
TO THE TYPICAL WALL SECTION SHEET.
ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING .
L
2900# DRAG LOAD APPLIED TO TRUSS T07
FIRST LEVEL ROOF FIRAMING PLAN 1 /4 3100# DRAG LOAD APPLIED TO TRUSS T1 2
7000# DRAG LOAD APPLIED TO TRUSS T26D UJI
I t7�
P�E. No.71457
QT ENGINEERING 02 15-2016
TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT RE COMMENDED QUICK TIE PLACEMENT PROCEDURE
TIGHT BETWEEN TRUSSES,(3)10d QT CONTINUOUS FROM 2ND (2)MS241MSTA24 OR
TOP PLATE W/H4A OR
TLOK06, UNO ON ROOF COMMON TOE-NAILS @ EACH END 1 . PLAC:: QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT 0 S_AB QTA TO HEADER
FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BELOW
BLOCKING, %"BETWEEN TOP OF
WOOD PANEL AND CENTER OF
x LOCA ED DIRECTLY OVER STUD COLUMN.
FASTENERS
2. PLAC QT's WITHIN 3" OF BEARING WALL END STUDS.
Uj oo
TRUSS OR RAFTER TO TOP PLATE W/HA4 Uj CY)
3. PLAC :-: QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT
OR TLOK06, UNO ON ROOF FRAMING PLAN
LU
(1) MININ�AL UPLIFT WALLS
Ss 2x6 x 6'LONG NO.2 SYP ...... ..........
EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRU 4. PLAC= QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. CY)
SPANS OF 20 FEET OR LESS.QTA @ MAX 48 O.C. OVERHANG RAFTER
FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x6 NO.2 SYP OVERHANG C:)
RAFTER SCABBED TO 5. QTOARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED LL
ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 1 Od @ AL 0
TYPICAL TYPICAL N -
TYPICAL LO
ON SHEET STA FOR TYPICAL INSTALLATION. 6"O.C.,STAGGERED; U.NO. TRUSS TOP CHORD w/MIN HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I I ISPACING UNO
1 (16)10d COMMON NAILS til'' SPACING UNO SPACING UN01 I I
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11 r
PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON 00 0 CU
STA FOR TYPICAL INSTALLATION EMBE�DMENT 4 0)
CD
101/ SHEET TRUSS OR RAFTER TO TOP TYPICAL QTA @ MAX 0)
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W1 HA4 OR TLOK06, UNO 48"O.C., MIN(1)PER I
WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN 10,
11 ALTE�RNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS SHEARWALL 04
(QTA REQUIRED FOR 04
ALT. WALL SECTION AT ROOF SW
WALL SECTION AT ROOF 1 . GABLO: WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES Sw ROOF LOAD BEARING C**4
RAISED HEEL CONDITION M
STANDARD HEEL CONDITION WALLS ONLY) U_
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8:
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SPECI IED SHEARWALLS, SHEET ST-1 . U_ CN
C)
LO
2. TRUS( SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY
STUD SPACING PER
BE EX' ENDED TO 8FT O.C., PROVIDED A HA41S INSTALLED FROM TOP PLATE TO STUD
TABLE 3:MAXIMUM H_ z
FASTEN BOTTOM PLATE TO GABLE
4 0
EXTERIOR WALL STUD 7 -T_
SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT i U)
Cl)
FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. -CABLE CONTINUOUS _Ie -0
FROM 2ND LEVEL 0
INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 w
3. EXTEF ]OR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE dh DBL TOP PLT TO <
ON PLAN Kr
7 7 7 7-77=7 77 7 SHOVVN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER SLAB
C%j CU
777 0
7 TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1.
7\ w
TYPICAL: BOTTOM PLATE (D
TO RIBBON BOARD W1 1 Od FLOOR TRUSS
lo COMMON @ 6"O.C. BY OTHERS
GA LE FLOOR 2ND FLOOR END 0
STUDS TO 1ST
TRUSS BY OTHERS HEADER TO TOP PLATE ... ........ ........ ..... ... ........... Cn 1441
CONTINUOUS 2x4 CONNECTION PER HEADER FLOOR HEADER W1
e I - (2)MS36/(2)CS 18
RIBBON BOARD FRAMING NOTE 3 ON ST-1. w
2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 WITH(9)10d EACH
O.C. DIAGONAL BRACE TO FLOOR o
>" I NOTE 1 &2 END OR QTA 0
WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE Wt(3)1 Od lo n TYPICAL
COMMON TOE-NAILS AT EACH END.
U --I-IIISPACINGUNO
FASTEN GABLE TRUSS TO DBL TOP TYPICAL OTA @ MAX
48"O.C., MIN(1)PER
PLATE Wt 8d COMMON @ 6"O.C.,UNO
AIL SHEARWALL
(QTA REQUIRED FOR z
11sw I ROOFLOAD 0
WALL SECTION AT FLOOR
ALT. WALL SECTION AT FLOOR
PERPENDICULAR FLOOR TRUSS CONDITION BEARING WALLS
PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT ONLY)
(THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPAaNG IS GREATER C0
THAN OPENING 7-ADDITIONAL STUDS LO
WIDTH,PRESERVE REQ. IF QTO,SEE lt x 0 Z 1 0
TYP I IF UFT TABLE 6:QUICK TIE W W 0
:",1.0T SPACING AND DO IL E3 z 0: IX
BOTTO ANCHORS SHEET 5 to
CAB -,j1OT INSTALL QT M PLATE 0 w 1.6 < z
LL 0 CW3 V �- a w 0
9ACH SIDE OF ANCHORS @ 24" ST-1 wo z El aj -
GABLE END TRUSS Ill 1) Z M a
OPENING(U.N.O.ON O.C. MAX zwq :� 6womm
i z z 0
-?LAN) - 0M < M < 3wLL
ww
M > 0 E3
w w W DIT
48"O.C. EXCEPT AT SHEAR WALLS. SEE 0 a. w 0 w w a a a
TYPICAL BOTTOM PLATE ANCHOR @ MAX TLOK06 @ 32"O.C. z w IX I- a
TABLE 8:,SHEET STA-(8"EMBED INTO (1) a a al jL z W W Z
..... ......... ....... M 0
w 10 a. >. w
co
STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER z cc a)
1 < am wwm �- 6ww
EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAMMUM C0111NER INSTALLATION W < I- 111wo da
wl�
w 0
EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90*&4V CORNERS) z
Cf)
0 < 0w0ZLLMQ1 _30
4 ZI- z Lx ,
SPACING.ROOF AND
W w
FLOOR BEARING. 2x WOOD STUD WALL
1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR a: w a. I
wri 00 3 w
CD M < 1ro z
(2)2x TOP PLATE OVERLAPPINC PLATES. ww m0 < 1w
SHEARWALL OVER HEADER SHEARWALL < xlw_ 20 �_ 0 _ 1 0z
2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP z
4 P w m
QUICK TIE TO FOUNDATION LLJ M - ow, �- z
<4 N
-q W t., 4k IL
PLATE OVERUkPS THE LOWER TOP PLATE. W WqjZ X 166 z
CL14M
3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE Z WM < WW1F- 0Y �JW ' ww .
10 TYPICAL UPLIFT AN INSTALLATION FOR Z w JU I" it z z J m
EACH SIDE OF CORNER If vi JL >- 7'Ck (3 M 5 6 a � w A
4 SECOND FLOOR WALLS AND SHEARWALLS 0 Mi LZMWEM306z � E
\\1�1777 A ADDnIONAL Z 6 � 94EIZ
w 1 _ W3 bw < m �_ a
NOTES ANCHIORS PER wK0 aw (9 1- w U
1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING -r < z >- zj � 0WX _ QF. < L
NOTE 4 ON ST-1. r_ F- jZpI._ jZwj3 W �_ E
ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). Z E3 OMOI WOZ5
dw < �_ J �_Vilzo
2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL 4EAD ELEVATION o 1: r.3P _z3--� Mw < 0 �- _ 00
2"DIA.x 6"LONG TITEN HD &
IN POWERS AC1 00 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y INSTALLATION AT GABLE WALL _j
SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS
LL
ST BE USED IN STEMWALL FOUNDATIONS.
z SHEET NO.:
NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT
3 0
CENTERED NUT EPDXY OVERSPILL ST-5
3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/4',OTHERWISE. FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE 7/8"DIA HOLE T DIA HOLE DIA HaE 1"DIA HOLE
CENTERED r--V HEX CENTER X"HEX NUT
QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. INTOPPLAT x 20 OV STEEL WASHER IN TOP PLATE 2 CENTERED HEX NUT QUICK TIE
Jrx2.V4-x Y8-1 IN TOP PLATE E--\ 3"x 3"x 3/16"STEEL 8 P.T.2x BOTTOM PLATE
WASHER WASHER TYPICAL WALL
31'x 3"x%s"STEEL IN TOP PLAT
WALL SECTION AT FOUNDATION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 2x TOP PLATE 2K TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE MIN EDGE DISTANCE 0
SECTION
EXTERIOR LOAD BEARING WALL
INTERIOR LOAD BEARING WALL 11" 0 JOB NO.:
13%8�11 J~M& EXTERIOR E
-DGE
13/4"DIA PLAN VIEW RS0593
TYPICAL WALL SECTIONS PLAN VIEW P116 VIEW WA*IIER PLANVIEW WASHER OF CONCRE.I E
(5)1 Od TO HEX NUT 3 HEX NUT w/I DIA PLAN VIEW HEX NUT w/1 D SUBDIVISION:
TOP PLATE Y2 -/8
7/8"DIA HOLE %"DIA HOLE
HOW WASHER I"DIA HOLE WASHER -11'QUICK TIE
CENTERED 211 x 211 x Y8"STEEL WWkSHER CENTERED x Ye"STEM CENTOWD 8
311 x 3" EPDXY OVERSPILL 0 Atlantic Beach
LS 18 STRAP IN TOP PLATE- IN TOP PLATE IN TOP PILATIE X�416#1 STEEL CENTERED 3"x 3"X 3/16"STEEL _j
FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE TW PLATE WASHER - IN TOP PLATE WASHER DIA HOLE IN P.T.2x BOTTOM PLATE u- Country Club
GIRDER)W/10d COMMON @ 6"O.C.,UNO. (5)1 Od TO (2)2x TOP PLATE (2)2x TOP PLATE 2 M PLATE
STUD LOT NO.:
WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL 7
PANEL SHEATHING REQUIREMETNIS ON SHEET ST-1 FOR EXTERIOR QUICK TIE z 30
WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 8 �EMBEDMENT
%"QUICK TIE: Ys"QUICK TIE %',QUICK TIE Y4 5/ ,Q STEEL SWEDGE >_
SHEATHING FOR INTERIOR WALLS. Y2"QUI(C*K-TIE 4"QUICK TIE V QUICK TIE 1 UICK TIE
16
STEEL SWEDGE CABLE TO STEEL SWEDGE STEEL CABLE TO STEEL SWEDGE CABLE TO .9 FLOOR PLAN:
ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER OR FOUNDATION FOUNDATION FOUNDATION CONCRETE 0 Anastasia-Custom
GIRDER FOUNDATION 0
TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ION MIN 2500 psi ELEVATION Z DESIGNED:
El VA71ION ELEVATION
TO BEAWGIRDER BELOW WITH MS36(OR CS1 8)
JH/CCS
a'A Oln TOP PLATE CONNECT= 12 QTB 3118 TOP P 3T *6 M41 TOP PLATE CONNECTION 4 QTO(SM 6")-TOP PLATE CONNECTION 5 U.1
W/(18)10d COMMON @ 32"O.C.
KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO QTA(118w) BOTTOM PLATE CONNECTI)N REVIEWED:
BEAM/GIRDER BELOW WITH MS36(OR CS1 8)WITH
3 EPDXY OVERSPLIL E w
(18)1 Od COMMON. STM TO TOP PLATE CONNECTION 3,QUICIF -0 OVERSPILL Vie"QUICK TIE PDXY OVERSPILL DBM
SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAMIGIRDER TM MTAIL IS INTENDED TO BE USED FOR STUD TO TOP i-6 TIE 1-,N\ I P.T.2x BGrM PLATE Y4' #ICK TIE I P.T.2)(BOTTO -,.--P.T.2x BOTTOM PLATE
B E LOW WITH(2)MS36(OR CS 18)WITH(18)1 Od COMMON M Pu*v I SIDE VIEW FRONT VIEW FRONT VIEW REVISIONS DATE
EACH. PILATE CONNECTIONS AT THE END OF SHEARWALLS AS L4w F DWANCE EDGE DISTAN
WYMILASAN ALTERNATE STUD TO TOP PLATE
MIN EDGE DISTANCE
NOTES: TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED
1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNE=ON WHEN QTA IS NOT FEASIBLE OR AS AN
WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. 3
ca
TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). VAiEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDG -�/PLAN VIEW EXTERIOR JWE
4 EXTERIOR EDGE V
OTHERS OF CONCRET E PLAN PLAN VIEW
3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD NS MUST BE INSTALLED ON THE SAME FACE OF CONCItETE It 0
OF CONCRETE
LLJ
EACH SIDE OF OPENING. AS THE 1LS1 8. z
1 5/1 QUICK TIE Q
31 Y4" K TIE
16'QUICI I TIE PDXY OVERSPILL
SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXYQWERSPLL OVERSPILL V DIA HOLE IN 20* 0
DiA HO P.T.2x BOTTOM PLATE
E IN P-t:219 BOTTOM PLATE 9/1611 HOLEIN P.T.2x BOTTOM PLME 130TTOM PLATE
BOTTOM BO PLATE w
1-1/20
ovvv OR OR
3 0 vvv
FF�
GRFAIER G <
QUICK TIE 1/4' 114" z
3,, Y2"QUICK
QUICK TIE NT
TYPICAL WALL SECTION NOTES: --EMBEDMENT SWEL SWEDGE -EMBEDMENT
1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x NO.2 SYP FASTENED W/(2)R 10d @ 8" O.C. STAGGERED (UNO). STEEL SWE E STEEL E
r OPY 0
MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACIN NEEDED.
CONCRETE
_&,, -[,,.L
2. 1 ST AND 2N D FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENE CIITIES. CON TL _OK06
FOUNDATION
J1 ftA MUST BE
FOI ON
TRUSSES, TYPICAL. MIN 2500 psi
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND
L MIN psi
-TYPICAL METAL CONNECTORS AT GIRDE D SHEAR WALLS INVATION ELIEVATIO ON JOB ITE FOR
4. SEE PLAN FOR ADDITIONAL NON ELEVATION TL K06 TRUSS TO, DOUBLE
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPL BELOW WINDOWSILL BLOCK
EACH IN PECTION
61, CO
WZBOTTOM PLATE QTG(114") 80 QT0(SMNM BOTMN PLATE CONNECTION T P PLATE CONNECTION
OWNECTION
V, rN ERI(4,G.
%
L UICK TIE NECTION D*AILS 04i#
REVIWED FOR C COMPLI CE
0
OF AT NT1 SEA
PERMIT FOR A IT10 L
REG REME SAND C 01 ONS
R*mEWED B DAT
?t
x
two
UJI
(L
T
\i�4
<
Derek B. Murray,P.E.
P.E. No.71457
QT ENGINEERING
117, 02-15-2016
16"MAX (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
2x NO 2 SYP NAILER FASTENED 7 Y4'#FvM OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. 2x4 NO.2 SYP NAILER TO APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE BOTTOM CHORD OF TRUSS I I I I I I I I
TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH W/10d COMMON @ 3"O.C. CONTINUOUS LATERAL RESTRAINT
BETWEEN TRUSS TOP CHORDS W/ OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d (CLR). QUANTITY AND LOCATION
(3)10d COMMONS EACH END ROOF DECK-\ 2x4 SYP OUTRIGGER @ 24"O.C. COMMON TOE-NAILS. DEFINED BY TRUSS SHOP DRAWING.
- - - - - - x CLIP TO GABLE TOP CHORD WITH TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD
(1)H2.5T w/(10)8d x 1-
CY)
2x4 NO.2 SYP BLOCKING BETWEEN X C)
7/16"OSB SHEATHING FASTENED
OUTLOOKERS. FASTEN EACH 0 FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" CN
BLOCK TO ROOF DECK WITH 8d FASTEN TOP PLATE TO EACH OTHER WITH(2)ROWS OF(4)10d 0 O.C.AND TO DOUBLE TOP PLATE N
COMMON @ 3"O.C. 0 W/8d COMMON @ 3"O.C. A :D TO
OTHER WITH(2)ROWS OF(4)10d COMMON BETWEEN EACH STUD EITHER IF LATERAL RESTRAINT MUST BE CY)
FASTEN 2x6 NO.2 SYP COMMON BETWEEN EACH STUD FASTEN TOP PLATE TO EACH SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 _j
DIAGONAL BRACE TO GABLE TRUSS OTHER WITH(2)ROWS OF(4)1 Od DO SO WITH OVERLAPPING BRACES 0 LL
BLOCKING w/(6) LIKE THIS(TYP EVERYWHERE
04
10d COMMONS 7/16"OSB ATTACHED TO STUDS 7/16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD LO
WITH MINIMUM 8d COMMON @ 3 WITH MINIMUM 8d COMMON @ 3" V_� C:
2x6 NO.2 SYP DIAGONAL BRACE, O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C.IN FIELD. 7/16"OSB ATTACHED TO STUDS C14 CU
WALL SHEATHING PER PLAN WITH MINIMUM 8d COMMON @ 3" ro
SEE PLAN OF TION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 0
UP TO 8FT SINGLE 2X6 ONLY CD
UP TO 20 FT,2x6 W/2x6 T-BRACE L OR T BRACE VERTICAL TRUSSES NEEDING BRACING 0) 0)
INTERIOR SHEARWALL DETAIL C:
REINFORCEMENT PER 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS IN 1;
TRUSS ENGINEERING BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. CN E
C4
FASTEN 2x6 NO.2 SYP"T-BRACE" 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CN
TO DIAGONAL BRACE w/10d THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED LATERAL BRACING - MULTIPLE TRUSSES 00 LL
COMMONS @ 3"O.C. ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). _j -
N 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LL.
8'-0"OR AS SHOWN ON PLA CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS ui LO
_j C:,
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. -1 W
BRACE @ 48"O.C. FASTENED
TO EACH TRUSS w/(3)10d
2x4x8'-O"NO.2 SYP LATERAL 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO).
COMMON ROOF DECK 5. DESIGNED PER BCSI-133,2007. z N
N -4N,
0 U)
TRUSSES PA IALLEL TO WALL: ROOF TRUSS
FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN 2x4 SPF(MIN) N MLER FASTENED OR RAFTER C/)
FROM DIAGONAL BRACE TO TOP PLATE TODBLTOPPL W110d@3119O.C.
2x4 SPF(MIN)
CONTINUOUS LATERAL RESTRAINT WEB
GABLE TRUSS TO TOP CHORD CONNECTION TRUSSES PERIPEND CULAR TO WALL: BLOCKING _j6"MAX j6"MAX a6"MAX BRACE SUBSTITUTE C4 CC
2x4 SPF(MIN)BLOCKING BETWEEN EACH 0
A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO WEB MEMBER SPECIFIED ALTERNATE BRACING 41 2:
PLATEw/10d COMMONS @ 8"O.C. TO DBL TOP PL T W1 Od @ 4"O.C. BEAM w/10d @ 4"O.C. LLJ
2x6 FRAMED EXTERIOR ri SIZE CLR TORL SCAB -0
B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLAN 2x4 1 ROW 2x4 (1)2x4 D 0
w/(8)10d COMMONS @ 48"O.C. TRUSS TO BEAM W/ T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4-
OR THICKER CDX HA4 OR TLOK06 WEB W/1 Od AT 6"0.C. 2x6 1 ROW 2x4 (1)2x6
OR OSB FASTENED TO 2x6 OWS 2x6 (2)2x4-
D
TRUSSES,RAFTERS 2x8 1 ROW 2x6 (1)2x8 0
2x WALL FRAMING OR BLOCKING W18d 2x8 2 ROWS 2x6 (2)2x6* J1 0
GABLE ANGLE BRACING DETAIL (W/ HGA10) COMMONS @ 3"EDGE, PORCH BEAM L-BRACE FASTENED TO
131 1) MAX.TRUSS SPACING=24"O.C. 12"FIELD. WEB W/1 Od AT 6!'0.C.
2) OUTLOOKERS,BLOCKING&CLIPS MAY BE OMITTED FROM PORCH BEAM TO POST: SINGLE TRUSS BRACING
OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE WOOD STRUCTURAL (1)MSTA24 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
ABU POST BASE ANCHOR RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE z
TRUSSES W/12"OR LESS OVERHANGS. SHEATHING POST TO SLAB:
1 OR DTT2Z SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED.
(UNLESS NOTED OTHERWISE) WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR
TYPICAL PORCH SHEATHING DETAIL IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. D
MAX REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND 0)
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES a6'MAX j6" 6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. LO
UNLESS NOTED OTHERWISE. It x 0 z 10
PERMANENT WEB BRACING W W M < - 0
a. rj 0 Z M 0: 0i
< 0 w 0 W L' < z
LL W V F- in W 0
z ' Do - 0i
LO WO F- ZOMOWUMM
TRUSS TO TOP PLATE J M
;; ?- M a z W j z Z 0
PER TYPICAL WALL w w M M 3 w
SECTION, U.N.O. > 06 �- Oamxj3
KING AND JACK STUDS z WW 0 wWWWLW _ QW
10 IL W
S., PER ENGINEERING jPER ARCH. DRAWINGS 0 111 a. zmliii- >- wzL_ 0
IV wpwJ1110ko
h Cj) Z a a. >-
W W
GARAGE DOOR BUCKIJAMB NAILED w d 19 (a w W w
rj
w 0 W 3: W 0 Z
TO STUDS W/(2)16d COMMON OR CRIPPLE STUD AT EACH j M w 1- 0: z
CO 0
W 0
12d CC NAILS @ 16"O.C. 0 4 1 0 Z L M a
END OF HEADER SILL, z 7 w LL - M X I
AS SHOWN w b. - w %aw - 64M
OMW 1 00 3 w
j3 < qwpz
WEATHER STRIPPING/STOP < C3 W w w z M 0 <
Zz xt- 20PO - 1 0z
LU Q W -7 W M X
'6 GARAGE DOOR LL
PER ARCH. DRAWINGS LU w w z x 4 r3 < a: Z
w ix w 1 00 3
F------ X NO.2 SPF HEADER SILL Z 7w w & wzz3ii.- zMww
-7 1- Z
7 -77777 - V 7 7 7 7 = 1 >- z< 0 - _ M000 < wn
----------- EDGE NAIL SHEATHING",/ 0 E9 a wz >. LwwM3@zz1 !�
36"LONG SPF SCAB W/(20)1 Od TO @ 3"O.C. IN HATCHED Z z - m< M
w M z Z
CORNER STUD ONLY WHEN HOLD AREA SHOWN AND MAX 36.5"R.O. LU W W :3 W W 4 M I- E3
W � 00woI.- i. yMWu _
DOWNS ARE SPECIFIED ON PLAN. 2x6 SYP GOAL POST ATTACHED ANY VERTICAL PANEL, < j < z >" zj < 0wM _ Q Ii.. < L
BREAKS ABOVE Ii._ �- 1zpIii._ v3zwQ wiiiii
2x-SPF CORNER STUDS TO STUDS W1(2)ROWS OF 3-y2" NOTE: Z04 - OR01 WQZ .<
'bi OF SPECIFIED DECK SCREWS FOR WINDOW OPENING IF 0 W M
GALV DECK SCREWS @ 12"O.C. IN D D z I E3 El
GOAL POST ATTACHMENT,THE GARAGE ANY ARE PRESENT "k, 0 a 6 M< Vi I- K
DOOR SUPPLIER MAY SPECIFY A FASTENING U) _j
ALTERNATE CORNER DETAIL -i Li
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, z SHEET NO.:
SPECIFICATIONS THE GOAL POST. 0 ST-6
STRUCTURAL
GARAGE DOOR JAMB DETAIL
0
DETAILS
0 JOB NO.:
RS0593
SUBDIVISION:
TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4.NO.2 SYP BLOCKING BETWEEN 0 Atlantic Beach
BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH
(3)10d EACH END BLOCK TO ROOF DECK W/8d LL Country Club
FASTEN 2x4 NO.2 SYP DIAGONAL COMMON @ 3"O.C. QTB OR DiTi
OOF DECK LOT NO.:
BRACE TO BLOCKING W/(6)1 Od 0 C)
2x4SYP OUTRIGGER @ 24-O.C. WSP HEADER DETAILS
N z 30
CLIP TO GABLE TOP CHORD W/ LEVATION VIEW)
x (1)N2.5T W/(10)8d x I-1"
2 N WE: EXTERIOR WOOD STRUCTURAL PANEL WALL FLOOR PLAN:
0
GAILE TRUSS 24"LONG 2x4 NO.2 SYP SCAB C )VIERING SERVES AS HEADER OVER OPENING AS 0 Anastasia-Custom
APPLIED TO GABLE VERTICAL JACK AND KING STUDS. SHEATH FRONT FACE INDICATED ON PLAN _j
F_ - 7 OR BLOCKING BETWEEN SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT 0
-DESIGNED:
TRUSS WEBS W/1 Od AT 3"O.C. 3"ON EDGE,12"IN FIELD.
-Z 3:
JH/CCS
CORNER STUDS. to to
2x6 NO 2 SYP DIAGONAL BRACE x w
04 04 REVIEWED:
OPTIONAL QTB IN LIEU OF ABU OR x
FASTEN(1)SIMPSON HGA10 BRACE LU DBIVI
EACH JACK ST5D TO DTT2Z,CONTRACTOR TO VERIFY MIN
2x6 NO 2 SYP DIAGONAL BRACE CONNECTOR FROM TO EACH I PLAN VIEW
(SEE PLAN FOR LENGTH) DIAGONAL BRACE TO GABLE HEADER WITH MSTA24. (2)VERTICAL#4 OR#5 REINFORCING TOTAL NUMBER OF JAC SHEATH FRONT FACE REVISIONS DATE
AND KING STUDS SHALL B ONLY WITH 8d
UP TO 8FT SINGLE 2x6 ONLY VERTICAUSCAB BARS EXTEND FROM FOOTING UP
INTO CONCRETE CURB W/OPTIONAL PE IFIED ON P COMMON AT 3"ON
UP To 20 FT,2x6 W/2x6 T-BRACE EDGE, 12"IN FIELD
QUICK TIE
is DBL 2x4 NO.2 SYP FASTENED TO
INTERIOR FACE OF GABLE TRUSS DOWN OPTION IN LIEU OFABU66: EACH JACK STUD T4
FASTEN 2x6 NO.2 SYP FOR GABLE BRACE HEADER WITH MSTA
"T-BRACE"TO DIAGONAL INSTALLATION. LOCATE MEMBER NOTCH STUDS 18"MAX FROM BOTTOM LLJ
BRACE W/1 Od @ 3"O.C. PLATE(MAX(1)KING STUD SPECIFIED ON 2x6 JACKIKING STUD HOLD DOWN OPTION z
2
4
8'-0"OF S SHOWN ON PLAN OPPOSITE LOWER ROOF DECK. SIMPSON ABU66 POST- PLAN MAY BE NOTCHED) % IN LIEU OF ABU66:
FASTEN 1 ST PLY OF 2X4 TO EACH -BASE. 0. *INSTALL ONE OF THE FOLLOWING HOLD NAILED TOGETHER w/(� *NOTCH STUDS 18"MAX 0
GABLE VERTICAL MEMBER W/(3) ROWS 10d COMMON @ 8
DOWNS: O.C.STAGGEREE FROM BOTTOM PLATE LU
0 DTT2Z W/12"LONG x Y2"0 DRILL AND (MAX(1)KING STUD
FASTEN 2ND PLY TO 1ST PLY W/
10d
%"xl2"EMBED. DRILILAND-\ EPDXY ANCHOR SPECIFIED ON PLAN MAY
ee QTB
1 Od @ 6"O.C. EPDXY ALL THREAD ANCHOR.
SIMPSON ABU66 POS BE NOTCHED) z
z \-Y2"HOLD BACK OF FRAMING INSTALL DTT2Z W/12" Cl)
BAS LONG x Y2"DIA DRILL AND
-TOR FROM _j ONLY IF SPECIFIED ON
FASTEN, 1)SIMPSON HGAI0 BRACE CONNE, ROOF DECK NAILERIBLOCKING ARCHITECTURAL DRAWINGS. EPDXY ANCHOR 0
r D DIAGONAL BRJ,('FE TO GABLE VE 3 TICAUSCAB FASTENED TO JACK W/(3)1 Od 0 .0
10" M 0
TOE-NAILS 0. > p
C� b
0 Cn M
.......... z z X C. 0 <
2 0 CO
\--PRE-M URED ca �; M TF, CTURAL
z
C14 C-4 Cn Cn Z 0
>_ 1%
JACK J�RING
0,
MO
�14
ELEVATION VIEW M
M
0
Cn
GABLE ANGLE BRACING DETAIL AT JACK TRUS$ES -4 wn
B4 ELEVATION VIEW
1) MAX.TRUSS SPACING=24"O.C. x 12"EMBED. DRIL x 12"EMBED. DRILL 0 w<
APG PORTION OF DETAIL FOR AND EPDXY ALL LL�
2) OUTLOOKERS,BLOCKING&CLIPS MAY BE OMITTED FROM OVERH AND EPDXY A
NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. GARiAGE RETURN THREAD ANCHO THREAD ANCHOR M
X
G2
3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEER143 NOT SHOWN FOR CLARITY. LU
GARAGE RETURN a- Di�elq
M,wii(iy,P.E.
G4 No.71457
QT ENGINEERING
02-15-2016
NOTES
I. POOKS ANP WINPOWS AKE APPROXIMATE
FINISHEP SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
TO FRAMING
2. SCREEN LANAI
941-811 3. FAINTEP T&G CLG IN KITCHEN ANP CAFE
111-711 32-10" 21-611 7'-C�" 5'-77"' 231-411 4. GAS VENTLESS ISOKEKN FIREPLACE
12"X12"TAPERED COLUMN 61-611 201-511 5. FKEFLUME3 WIS LOOP
ON lb"X15"X60"h[3A5E 4x4 71-511 91-000 4'-011 6. PREFLUME3 LNI)KYSINK
P.T.POST FOP,DEARING 14 12"X12"TAPERED COLUMN 7. PLUG MOULPING UNPEK KITCHEN CA[35.
I ON 15"X18"X60"h 13A5E 4x4 b. TKEX PECKING AT FRONT FOKCH
GAS 3056 5H 3056 SH P.T.POST FOR DEARING
42"h WALL W/CAP STUD SILL 9 2'-6"AFF SILL Ca Z-6 AFF 9. PAVERS AT LANAI
_t
GAS
FUTURE
STUD
VENTED HOOP 11. GAS PACKAGE W/ 4- PROFS
0 15OKERN 12. TANKLESS GAS WH
PKEFLUM13 VENTLESS GAS
SINK FOR FUTURE FIREPLACE 13. GARAGE SVC. POOR
1 11,511
SUMMER KITCHEN
U_ 14. RELOCATE FAMILY ROOM WINPOWS TO
U_
< < PINING
= I
PINING
L C\J 0 QQ 15. RELOCATE GARAGE WINPOW TO E3E1) #3
SCKEEN 14'-5"X 1010" QQ 16. APPT'L WINPOW IN 13E[) #2
10'CLG. Fo
K C H
L/�NAI 81-011 X 211-b" 17. FKEPLUM[3 SINK AT LANAI FOR FUTURE
12'-0"X 16-8" 10'-1�'FL.HT. SUMMER KITCHEN
10'-1 J'PL.HT. 4111 Qi TREX DECKING 18. OUTPOOK SHOWER AT GARAGE
(b
PAVERS FAMILY o�5(V
0)
CIO -1
1�
0
F\1 0 0 M C)
191-111,X 191-61, N\ N..
10'CLG. 611
<
FOYEK
181-011 10'CLG.
21-111 CJ uJ 21-611
81-61 C, 12'
-911 -411
41 81 1
2'-2j"
e 2'-54 V
10 o
REVISIONS
QQ
IN ol C\J 10 21-411L 2'-0 91-011 91-011 21-011
H
SILL 9 2'-6"AFF
C�
lo '6 STUI)Y
10 CLG.
U� IGI-211 X(51-011 -OP DOOR
UJ 8P OVERHEAD L
908�)OVEKHE\D DOOR
H.E3.
OVER 42"h WALL 10'CLG. 5-SH 204P SH I
CAFE E3ARTOP 0z
U_ -011
< 91-011 X 71-811 TU I SILL 0 4' tF
10'GLG. LNORY
11 n 1) 1
FAINTED T&G
DROOM
10'CLG.
cla V
r\ITCHEN CO
H.13. C\J 0) SINK P/W W PREPLUMD
01-41,X 111-81,
W/DISFI. L__J I LNPRY SINK I V K SIDE
10'CLG. 23'-2"
rAINT% C�
81-011 CLG. PKT.
V T�p 21-01 41-011 1 1 51-611 5'-610' 4,-0" LL
LL
T) 0 6-10" <
COOKTOP W/ Iq
< Q'D
10'CLG. < mICRO Unno Q�b CIQ
1)13 L. 2 8P DC
U_
(S) U_ < ' OVENS 04- 10'CLG. Nn
< ... ------------------
- -------- 0 DOOR 15 13/5"MIN. me
A IPC9
OHC C) OHC 5-SH (1, CQ SOLID CORE OR 20
0
0 AF\AGE *1d With Confidence
C\3 x MINUTE FIRE RATED But
MIRR ROD&SHELF PATH #Z M 22'-4"X 23'-0''
5-SH C� (SELF CLOSING-7)
ROD&SHELF I — .-1 10'-1�'PL.HT.
(90
LINEN q, z: 414 Old Hard Road, Suite 502
C\J
< Fleming Island, Florida 32003
_U <
L
x
<
OWNEK'S OWNE WIC I= L
7------ LU Office: (904) 264-6553
CS 0 :j�
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DATH wic 7 C5 Eu 2 — <
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01 <
MPRP GLS 111110,
14'-l"X 17-0" 9 L. ASS _J
5E) #3
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10'CLG. (9 ENCL.OVER P
n LL_ 41 DED #2 11-011 UJ J AIRHANDLER UNIT LOCATED IN ATTIC SPACE dmn)
n W 5� (U
n U 50"h WALL Plop&SHELF 131-01,X 1 -:,:WItHIN 6'OF ATTIC ACCE55 -SOLID FLOORING
UJ < 3[4" 41- < C\j Lot 30
4-- 7 '�D Ln 12-7 X 121-211 10'CLG. LU 2 WITH NO OF35TRUCTIONS WITHIN 30"OF APPLIANCE
L (�Li I
10'CLG. < ACCE55 PANEL
<
C-1
C,
LL IN 14"XI-511 DATH #5
10'CLG. I Im U_ U Atlantic Beach
0 0z NICHE !:Z i n
ER UJ Q6 1O'CLG.
WIC
0 CC)
QQ -I i
10'CLG. C) 1 -1 Q0
C, UJ
to 3056 SH-EGRESS
C\ CS
J Country Club
< J SILL 9 2'-6"AFF
ROP&SHELF E
0 )OM I R R J y8p
(B 3056 5H-EGRESS
SVC.DR.
4 SILL 0 2'-6"AFF
204-0 51-1-TMPRD 5"2b FIXED TRANS. GAS TANKLE55 �656 SH-EGRFSS 305�5H-EGRESS 204"5H-TMPRP.
SILL 9 4�-G'AFF SILL Ca 5'-6"AFF STUD GAS WH SILL 0 2'-6"AFF SILL @ 2'-6"AFF SILL 0 4'-0"AFF OUTDOOR
AIC SHOWER
COMP. EDAR Budnick Residence
LOUVERED
ENCL05URE
2'-3" 61-711 31-Of? 41-411 51-511 210" 71-011 21-1011 91-011
J
141-711 71-511 21-411 91-911 B COPY
Floor Plan
581,511 121-811 2,3'-4" THI PLAN MUST BE,
941-811 JOB SITE FOR 1733 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
EACH INSPECTI
FL00F\ FL/ N Drawn By Sheet
REVIEWED FOR CODE COMPLIANCE AIRJ
CITY OF ATLANTIC BEACH Date
NOTE TO Ff\'AMEP\: SEE pERMffS FOR ADDITIOM 02-02-2016
RSWREMENTS MD CAMI)ITIONS
EXTERIOR WALLS INSET 1/2" FROM 5LA[3 EI)GE Scale
31-011 171-611 1/4 1-011
REmM W;. Pi of
an
-Custom
Anastasia
41161 4"d 4"d MEC NICAL EQUII'MENT NOTES:
SQ. FTG. CALCULATIONS
Written dirnerl5i0n5 5hall have,
LIVING 2,3 1,3 F13C-K�- .5.2: PUCTS IN GARAGE SHALL E3E MIN 26 Coritractor5 5hall verify and be m5l)OM501C for clirneri!5ior15 and
GARAGE 559 GAGE 5 ET STEEL WITH NO OPENINGS INTO GARAGE condition5 of the job.
PORCH 192 Northea5t Florida Pe5iqn,Inc.hereby re5crve,5 iti5 cornrrion law
copyright5 and other copyright5 in thc!5c p1ari5,de5iqr15 and idea5.
LANAI 262 F 5C-R, 05.1-1: MIN 4" CLEARANCE KEQUIREP AROUNP The5c plan5,6165ion5 and idca5 are,not to be copied or changed in any
TOTAL COVEREP 3322 ALL 5') OF MECHANICAL EQUIPMENT ANP manner or forrm what5oever,nor arc,they to be,a55ioned to any third
COMP) NTS, INCLUPING PUCTS, WITH THE TOTAL WIPTH party without f ir5t obtainino the,cxprc55 written perrni55iorl from
OF THE CLOSING SPACE 13EING AT LEAST 12" WIPER Northea5t Florida Pe!5ign,Inc.
THAN FURNACE OR AIR HANPLEK
GROUN MOUNTEE) MECHANICAL UNITS SHALL 13E
12627 San Jose Blvd
ANCHO 1) IN ACCORPANCE WITH F[3C-P\, SECTION
..........
.............
Suite 702
M130/
ortheast Jacksonville, FL 32223
Florida Demign,Inc. 904.260.3319
-LF+
n
0 T T
'P6
DOOR
NOTES
1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR
DOORS - REFER TO MANUFACTURERS
SPECIFICATIONS FOR REQUIRED SLAD RECESS
PRIOR TO POURING CONCRETE
2. GAS STU13 FOR FIREPLACE
3. PREPLUM5 W/S LOOP
4. PREPLUM13 LNPRY SINK
5. TREX DECKING AT FRONT PORCH
6. PAVERS AT LANAI
7. RECONFIGURE OWNERS 13ATH
8. GAS PACKAGE W1 4- DROPS
9. TANKLESS GAS WH
10. GARAGE SVC. DOOR
11. PREFLUME3 SINK AT LANAI FOR FUTURE
SUMMER KITHCEN
941-911
4+-5-4"' 51-611
7-1C�"
—T
F -7 -tell* F
=- ------------ -- L----------------J L------
GAS
L J IT 7JAI G STUD C\]
LL-,=JJ
PREFLUM13 STUE3
SINK FOR FUTURE
SUMMER KITCHEN
L WALL
STEM
FOUNPATION
411 THICKENEP
SLOPE EPGE
REVISIONS
co F_
PAVERS
_J
Tb
C1\]
Q0-1 F -I
4"CONC.5LAD W/FIDERME5H OF\
L J -1 6x(3xlO W.W.M.ON 6 MIL.VISQUEEN
co 4-1 n
OVER CLEAN,WELL COMFACTEP FILL
21-b" T-6" 12'-771" 51-211 81-1111 81
10�_�2" 2'4� --------- -111! 51-611 2'-1" 21-111
(S)
3 441 V I r---------------------- LMLJ
IVEKSIDE
t CE
C"i ujox L
a = LU L
L Li < C�' U-i M
K (:) W
C)
L__J ----
I I I ) 1 -1 -1 v F I—
THICKENE-1) rr------ L C'Q
EPGE 011
I
LL: I
10 . Li I -
CLZU I r_- r--4 - F
_J -n I
L4
-1 1 - Build With Confidence
11 11 1 1 1 1 G
-eia- LL------J1 1 -1 - 1— 7 H.13.
91-911 1 1 1 1 STUE31
n
f I
414 Old Hard Road, Suite 502
I L J L Cq _J
HB C-1 Fleming Island, Florida 32003
Li W EFLUM13
SINK P R
F [)/W Office: (904) 264-6553
J PISP. LNPRY SINK
------------------------ ------ LL____j Far (904)269-2729
Li L
_J_
71-911 1-1011
2
J_L --------
F� ---- __J E I
cr% /.r,-, o F _1 F Lot 30
1 Z.J 7 t- I I I I I
_J F
_J L-------------------J ------ _J L---------J
41L----------
---------- ----
r------------------ -----------------J (?0 Atlantic Beach
GAS r 1 F
STUD
EXPAN51ON JOINT(TYP) C\1
J rr THICKENEP
i L 24" C,I'i
-L WC./ Country Club
_J EPGE
L-i Li 4"GONG. L
PROVIPE SLAD
161 lit-bit 5[_A�RECE55 J
151-101,
JOR SHOWER
7
_J F-1
Budnick Residence
SLOPE SLAD
T
FOR ROLL IN r----- T1 _T_F Li
SHOWER Li
4'-7�'
A PREPLUME3
C�'
W/S LOOP
<
STEM WALL
STEM ',"A
OUNPATION Foundation Lavout
31 _V I = I
1 -1 -" I I I I OUN�).�T
--------- OUTPOOR
IZ- -7- r
L __Fr — --3- — '_ — — — — — — — — — — — I
WC SHOWER
------ ----------------------- - -------------- - ---- ---- --------- -------------- --------------- -- ------ 1733 Atlantic Beach Drive
GAS1 3P SILL Atlantic Beach, Fl. 32233
STUD TANKLES5 A/C
GAS WH 61
COMP. -011
31-911
16'_ 2 2'-T 71-411 11-611 21'-9" 2'-3 Drawn By Sheet
q /I Iq ARJ
56-9" 121-711 231-511
Date
02-02-2016
941-911
Scale 1/411 1-011
i—OUNPATION Lli YOUT
of
I'llan
Anastasia-Custom
7
NOTE: JOB COPY Written dirnen5ion5 5hall have precedence,over 5cale dirnen5ion5.
A Gontractor5 5hall verify and be roetpon!5ible for dirnen5&5 and
THIS PLAN MUST BE condition!5 of the job.
4. FOUN )ATION FLAN FOR CONCRETE FORMING ANL
Northea!5t Florida Peetion,Inc. hereby re5crvc5 itei common law
FLU i1E3ING LOCATION F\EFEF\ENCE ONLY. P\EFEP\ ON JOB SITE FOR
copyright!5 and other copyrioht5 in the5e plan5,de5ion!5 and idc,95.
Theeic plan!5,Je5iqn5 and idea5 are not to be copied or changed in any
TO ASSOCIATEP ENGINEEP\ING PRAWINGS FOR "ACH INSPECTION manneror form what5oever,nor are the to be 955ioned to any third
y
FOOTER LOCATIONS ANP PETAILS. party without f ir5t obtaining the exprc55 written permiet!5ion f rorn
Northea5t Florida Pc!5ign,Inc.
REVIEWED FOR Cq*COMP NCE
C 0 C8 H
E ER FOR DIT NAL
R OUI EME S AND ITIONG 12627 San Jose Blvd
Suite 702
REVIEWED me 11111111111111111"CATE:1111111-- P ortheast Jacksonville, Fl, 32223
Florida Design,Inc. 904.260.3319
F
_77
_J
NOTES
I. SCKEEN LANAI
2. F\ELOCATE FAMILY ROOM WINPOWS TO DINING
3. 42"h WALL W/ CAP AT LANAI
GAE3LE 5UILPING HEIGHT
I J, Ll E-IJ L-11-UL-1 LLLU_
7
116:12
�.z < 6:121
< LU PEGO 13RACKET(--Yf')
LU QZ/ I I
0 n
�_j
K]
L
FIDERGLASS
FAUX LOUVER VENT TYP.
SHINGLES(TYF)
I L--- Ej I
Li
10:12 Li
F-1
__j
Ito"
10:11-21 10
4"FRIEZE TYF.
r___j
LF
12"DANP
rTj
J 1. U...
:12 17
FITCH 5REAK
1 12
12 Ll I I I I
12 16
6
4L 10 PLATE HEIGHT
U U U U U U U U U U U 12"13ANP
C\1 U U U U
Cq
L 20"OVERHANG-7
HARPIE OF,NICHIHA W/EXPOSEP
I Li I SIPING TYP. RAFTER TAILS
6:12 (TYK)
C,�
Li L 121"X12"COLUMN ON
F1
18"Xle"X60"h 13ASE
-------=J-il 4x4 ".T.POST FOR
U CEPAR LOUVEREP
< RIPGE < MARING
U SHOWER ENCLOSURE
F1
ir
CJ
Lj
tl-� FINISHEP FLOOR
Lj 9 10"DANP +
REVISIONS
37.
IL---
W11h RAILING T,
C\j
69 0 E:�> =dM L GRAPE
6"DANDING,
13AHAMA SHUTTER -J
L =:1 C: STUCCO FINISH NICHIHA -J 2"SILL
F- 6:12 (T-yr.) j
(TYF.)
(TYP.)
10:12 0
10:12 ELEVATION
F1 U-i
NOTE: Sr'R�Y FOAM ATTIC NSULA-nON-NO YENnW-7 REQUIRED
Uz
C",
1 1 10:12 10:12
U I I I
Li
IVEFLSIDE
'JI-11L--- ---------
--------------
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<
W
CNI
6:12
6�1
<
Li
Build With Confidence
F1
U 414 Old Hard Road, Suite 502
10:12 10:12
Fleming Island, Florida 32003
611 11-411
7f Office: (904) 264-6553
N
6:12 Far (904)269-2729
GA13LE
Lot 30
F\'OOF FLAN BRACKET DET4�IL
SCALE: 115'' 1'-0" Atlantic Beach
PECO 13RACKET(TYP)
-AUX LOUYER VENT TYP. Country Club
4"FRIEZE TYP.
12
FIDERGLASS 17
SHINGLES(TYP) Budnick Residence
09
U
12"E3ANP
000' N%� LL Roof Plan/Elevations
I] L 0o, LLL U H 1733 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
L 11iLL
1 12 1 Iul I
12 6 1 .3 12 Drawn By ARJ Sheet
61 12 16 PLATE HEIGHT Date I
i I I 1 16111 02-02-2016
It
U U U U U U U U U U_ I U U U U U U U U U U U U U U
I T Scale
20"OVERHANG 1/411 = 11-011
W/EXPOSEP Plan of
RAFTER TAILS Anastasia-Custom 7
(T-yp.)
ILL11 HARDIE OR NICHIHIA
SIPING7 Typ.
Contractor5!5 a vcr yan e,re5pon5ble for dirnen5ior15 and
r 42"h WALL W/CAP 6"TRIM TYP. condition5 of the jol�.
Northea!5t Florida Pc5ign,Inc. her&y re5crve5 it5 common law
copyright!5and other copyright5 in the5c plan5,dc!5iorI5 and jje,15.
manner or form what5 over,nor are the
10"DAN� Y to�C a!55i0ne to any third
77 party without f ir5t ol�tainino the expre55 written perr i55ion from
% STUCCO FIN15H ri
(TYP.) C\j Northea5t Florida Pe5ign,Inc.
GRAPE
2" IL 6"5ANDING
(TYP.) 12"X12"COLUMN ON r"X12"COLUMN ON
16'X16"X60"h 13A5E NICHIHA
3"XI6"X6O"h 5ASE ......
4x4 P.T.POST FOR (TYP.) V-
5EARING 4x4 1".T.POST FOR
N A�ING
12627 San Jose Blvd
JOB COPY
Suite 702
.1nx111GHT SIDE ELEVATION*
ortheast
A THIS PLAN MUST BE Jacksonville, FL 32223
Florida Design,Inc.
904.260.3319
ON JOB SITE FOR
ACH INSPECTION I
NOTES
I. SCREEN LANAI
2. GARAGE SVC. [)OOR
PECO DRACKET(TYP) 3. RELOCATE GARAGE WINPOW TO 5EP #3
4. AIX)T'L WINPOW IN 13EP #2
FAUX LOUVER VENT TYF.
12
17
4"FRIEZE TYP.
idu 12"5ANI)
IFIDERGLA55
HINGLES(TYP)
61 12 ............ PLATE HEIGHT
U U U U U __U U U U U U U U U U U U U U U U U U U U U U U U U U_ U U U U U U U U U U U U U U U
20"OVERHANG
71 1 1 1 W/EXPOSEP
RAFTER TAILS
JON`%, (TYP.)
HARPIE OR NICHIHA
510ING TYP.
6"TRIM TYP.
..........
FINISHEP FLOOR REVISIONS
19'13ANP
STUCCO FINISH
% 77.7 77
(TY%. C\3
% %
% GRAPE
%
6"13ANPING
2"SILL CEPAR LOUVEREP
NICHIHA
(TYP.) ENCLOSURE
(Tyr.) SHOWER
EFT SIDE ELEVATION
IVE & SIDE
61, 11-411
Build With Confidence
414 Old Hard Road, Suite 502
Fleming Island, Flonda 32003
BRACKET DETAIL Office: (904) 264-6553
Fax: (904)269-2729
H 11 HH I H I U11-1 I H H- 11 Lot 30
FIDERGLA55 Atlantic Beach
SHINGLES(TYP)
ATTIC VENTILATION AREA CALCULATIONS 11 HIT I ' 'I H I I III
Excerpt of the 2014 Duilding Code,Kc5iclontial IIA H 1, 11 11 Country Club
RL306.1 Ventilation required.
Enclo5cd attic5 ind enclo5ed rAf ter 5pacc!5 formed where ccilin�5arc applied directly to the J -H 11 PEGO 13RACKET(TYP)
,ntilation for each 5cparatr,Cpacc by ventilating opcniM05
unclor5ide,of roof raftcr5 chall have cro55 ve
protected a0ain5t the entrance of rain or 5110W.Ventilation OPCninO5 5hall have a lea5t dimen5ion of FAUX LOUVER VENT TYK
1/16 inch(1.6 rnm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openin05 havine a lca!5t 12
dirnen5ion lareer than 1/4 inch(6.4 mm)5hall be provided with corro5ion-rc5i5tant wire,cloth 4"FRIEZE TYP.
5creenine,hardware,cloth,or 5imilar material with opcninq5 havin�a lca5t dimn5ion of 1/16 inch(1.6 10 Budnick Residence
rnrri)minimum and 1/4 inch(6.4 mm)maximum.Opcning5 in roof f ramine mcmbcr5 5hall conforyn to the
requirement5 of Section R802.1.8.Required ventilation openinq5 5hall open directly to the out!5icle .0,
air.
Exception:Attic ventilation 5hall not be required when determined not nCCC!55ary by the code official I FT I 1 10"E3ANP
I I LA 11 1
dup,to atrrio5pheric or c,limatic condition5. 12
",kill
6
H [T Elevations
PLATE HFIGHT
The minimum net free ventilatine area 5hall be,1/150 of the area of the vented 5pacc. El
R,506.2 Minimum vent area. 11 H [T
I I T I I I I I I Trrr_—II 1733 Atlantic Beach Drive
Exception:The,minimum net f ree ventilation area 5hall be 1/300 of the vented 5pace provWed one or U U U U U U U U U U U U_
U U U U U U
more of the f ollowinq conclitiori5 are,met: Atlantic Beach, Fl. 32233
20"OVERHANG_j - -------
1.In Climate Zorc5 6.7 and 8,a Cla55 I or 11 vapor retarder i5 in5talled on the,warm-in-winter 5i&of W/EXFOSFL)
RAFTER TAILS H IE OR NICHIHA
the cciline.
(TYP.) ei TYP. Drawn By Sheet
2.At lea5t 40 percent and not more.than 50 percent of the reAuired ventilatino area i5 provi&d
ARJ
vortilator5 located in the,upper portion of the attic or rafter 5pacc.Upper ventilator5 5hall L-4-,
located no more than 3 feet(914 mrri)below the ridee or hiohc5t point of the 5pace,mea5urcd Date
vertically,with the balance,of the required ventilation provided by cave or cornice vmm Where the 02-02-2016
CEPAS L EREP
location of wall or roof f ramino rncmbcr5 conf lict!5 with the in5tallation of upper vcntilator,5, -------------- INEW
MENEM= SHOWER E OSURE Scale
ridoe or hilhe!5t point of the 5p"!5hall be
in5tAllation more than 3 feet(914 mm)below the -011
permitteA 1/4 1
of
Plan
R,506.5 Vent and in5ulation c1cArance. Anastasia-Custom
Where cave or cornice vcnt5 are,in5talled,in5ulation 5hall not block the f rec,flow of air-A miril",irn of 7
a 1-inch(25 mm)5pacc!5hall be provided between the in5ulation and the roof 5hcathina,and at the -i 13AND FINISHED FLOOR
location of the vent. T. % 10
1% cl�
_)E Written clirrion5ion5 5hall have precedence over 5calc.dirnpn5io
GRAL
INN Goritractor!5 5hall verify and be re5pon5ible for dirnon5iorI5 and
12"X12"COLUMN ON 6"13ANDINIS-7 2"5ILL j L 6"TKIM TYP. condition5 of the job.
SCREEN DOOR NKHHA _/
SFRAY FOAM ATTIC INSULATION 116%WX60"h 13ASE (TYP.) STUCCO FINISH
4x4 P.T.POST FOP,13EARW (TYP-)
(TYP.) Northea5t Florida Pe5ion,Inc.hereby ro5crve5 i-r5 common law
NO VENTING KEQUIKL-v copyright5 and other copyright!5 in thc5c plan5,dc5ign5 anc i ea5.
The5e plar15,de5ign5 and iclea5 are not to be copied or changed in any
REAR-1 LEVATIONLI,
manner or form what5oovor,nor are,they to be a5!5ignod to Any third
party without f ir5t obtaining the cxprc55 written perrni55ion from
---------- Northea5t Florida Pe5iqn,Inc.
7
JOB COPY
THIS PLAN MUST BE
12627 San Jose Blvd
ON JOB SITE FOR
Suite 702
EACH INSPECTION ortheast Jacksonville, FL 32223
Florida Design,Inc. 904.260.3319
VJLL—L 111 11
NOTES
1. KITCHEN OUTLETS TO DE PLACEP HORIZONTAL ANP
381/2" AFF TO 130TTOM OF DOX
2. GAS PACKAGE W1 4- PROPS
3. TANKLESS GAS WH
4. FREPLUMD W/S LOOP
5. UNPER CAE3. ROPE LIGHTS IN KITCHEN
6. FLOOR OUTLET IN FAMILY ROOM, FIELP VERIFY
GAS LOCATION
M STUD 7. RECONFIGURE OWNERS E3ATH
FPEPICATEP OUTLET GAS
13 8. GARAGE SVC. DOOR W/ LIGHT
FOR FUTURE STUD 9. APPT'L OUTLET IN GARAGE
SUMMER KITCHEN 9 10. RECESS LIGHT AT FOYER
PREPLUMD
PREWIRE SINK q7 ? 11. [AMMER SWITCH AT PINING
FUTURE 12. (4) RECESS LIGHTS ON 3 WAY PIMMER IN
Q--_�ENTEP HOOP
FAMILY ROOM
15. (4) RECESS LIGHTS AT LANAI ON PIMMER
L 14. PEPICATEP OUTLET AT LANAI FOR FUTURE
SUMMER KITCHEN
PRE-WIRE& 15. PIMMER SWITCH AT KITCHEN RECESS LIGHTS
13RACE ONLY 16. (2) PENDANT LIGHTS OVER ISLANP
PRE-WIRE& 17. (4) RECESS LIGHTS IN OWNERS SUITE W/ PIMMER
13RACE ONLY I& RECESS LIGHT IN OWNERS DATH TOILET ROOM
Rill
19. APPT'L SCONCE LIGHT OVER VANITY IN OWNERS
x I
X*�
DATH
20. (3) RECESS LIGHTS IN OWNERS DATH
21. (4) RECESS LIGHTS IN OWNERS WIC
------------- 22. (4) RECESS LIGHTS IN DEP #2 ON PIMMER
FLOOR OUTLET
FIELP VERIFY /x\ 23. FAN LIGHT COME30 IN DATH #2 ANP 13ATH #3
LOCATION 24. APPT'L SCONCE LIGHT IN 13ATH #2
25. APPT'L RECESS LIGHT IN E3ATH #2 OVER SINK
26. (4) RECESS LIGHTS IN E3E1) 93 ON PIMMER
27. RECESS LIGHT IN LNPRY ILO STANPARD
2a. (4) RECESS LIGHTS IN STUPY ON DIMMER
29. 12NTRY LIGHT W1 JAM SWITCH
30. UNPERCAE31NET PLUG MOLPING IN KITCHEN
PRE-WIRE& I r
REVISIONS
13RACE ONLY
Uj
GAS GF1
V 0 5TU13
IRRIGATION=
GF1 n CIRCUIT
0 U I
0 GF1
V APPT'L
W 11
SINK UNDER�A PREPLUMD OUTLET
LNPRY SINK C
W015F. ROFE
LIGHTS
V (D
------------
COOKTOP W/ 0----------- -
WIN
MICRO HOOP YC-1RCU T
P13L.
OVENS (D 0 IVEKSIDE
5 co T I I
0 -lab 'Ab
0 P.O.
r-;A A L
')'3L.
0 STUD
-- AIU till (D
I V(D
F1 I� ATTIC,
5 5)ACE
0-------------- LOCATE
TO AT C
PANEL
LIGHT Build With Confidence
N,
PRE-WIRE& L30X
DRACE ONLY
414 Old Hard Road, Suite 502
GF1 Fleming Island, Flofida 32003
--E] L-J Office: (904) 264-6553
SECURITY PREWRE& PRE-WIRE Fax.- (904)269-2729
PRE-WIRE 13RACE ONLY E3RACE ONLY
Uj
OW3E Lot 30
1 611
A A db-- A
INS Atlantic Beach
GASI
TANKLE55
STU13 N,
GA5WH
SERVICE OUTLET A/C Country Club
FOR AIC COMP. COMP.
Budnick Residence
ELECTF\ICAL FLAN
ELECTF\'ICAL' LEGEND Electrical Plan
110 1)U12LEX OUTLET(AFCI FROTEC CEILING MOUNTEI) LIGHT 1733 Atlantic Beach Drive
Q= HALF-SWITCHEP OUTLET -612ULL-CHAIN Atlantic Beach, Fl. 32233
,F1 GFI PUFLEX OUTLET (> WALL MOUNTEP LIGHT
WEATHER FROTECTEI) OUTLET (0 RECESSEL) LIGHT FIXTURE Drawn By Sheet
WP/GFI ARJ
=E)= CEILING OUTLET SFOTLIGHT --
Date 02-02-2016
El FLOOROUTLET EXHAUST FAN W1 LIGHT
Scale 1/411 11-011
220 OUTLET E] EXHAUST FAN of
Plan
Anastasia-Custofn
ELECTRICAL NOTE5 0 SFECIAL PURFOSE OUTLET FLUORESCENT FIXTURE 7
1. ELECTRICAL OUTLET HEIGHTS /�S MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE 13OX TO SWITCH ol CARRIAGE LIGHT
DE: 12"AFF (GENERAL)- KITCHEN 44"AFF-13ATHROOM 39"AFF(44"AFF WITH RAISED VANITY)-LAUNDRY
ROOM 36"AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE GENERAL PURPOSE-441, AFF- 5-WAY SWITCH 1)OU[3LE FLOOP LIGHT Written dirnen5iori5 5hall have precedence ovei-5CaIC dirnen5iori5.
KITCHEN ISLAND OUTLETS MAXIMUM OF 12"DELOW COUNTER SURFACE 0 Contractom 5hall verify and be rc5pori5ible for dimen5&5 and
2.ALL TRIM PLATES& DEVICES TO DE GANGED,WHERE POS51131-E. $4 4-WAY SWITCH FANEL E30X condition5 of the job.
3.ELECTRICAL SWITCHES TO 13E AT 42"CENTERLINE A13OVE FINISHED FLOOR. Northoa!5t Florida PC5iqn,Inc. hereby rc5crve!5 it5 common law
4.ELECTRICAL PLAN 15 INTENDED FOR 1311)PURPOSES ONLY. ALL WORK SHALL 13E DONE IN STRICT PIMMER SWITCH (D SMOKE I)ETECTOR copyriqht5 and other copyrioht5 in thc5o plan5,do5jqn5 and jdea5.
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, 13Y A LICENSED ELECTRICAL Thc5e plarl5,Jc5iqn5arld ijea5 are,not to be copied or changed in any
CONTRACTOR WHO SHALL 13E RESPONSIDLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& TELEFHONE CAR13ON MONOXVE I)ET. manner or f orm what5oever,nor are,they to be a55ignod to any third
ACCESSORIES. party without fir5t obtaining the exprc55 written perrni55ion from
5. SMOKE AND CARDON MONOXIDE DETECTORS SHALL DE IN ACCORPANCE WITH 2014 FLORIDA DUILPING CAE3LE TV Northea5t Florida Pe5ign,Inc.
COPE, SECTIONS R314 AND R�515
6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS)IN DWELLING UNIT 13RANCH CIRCUIT LOCATIONS PER F13CR' JOB COPY
E3902.12 FREWIRE & 13R\ACE
WATER CEILING FAN WITH LIGHT
7..GF15 (GROUND FAULT INTEKKUPTERS)FOF AREAS AND OUTDOOR CIRCUITS PER Ff3CR' E3902 THIS PLAN MUST BE
8.ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CFL/LEP LAMPS PER F13C EC F\404.1
92%h I I 921k r% 0 Vr r-
12627 San Jose Blvd
%a#a IL
Suite 702
EACH INSPECTION ortheast Jacksonville, FL 32223
Florida Design,Inc.
904.260.3319
.NOTES
NOTE:FOR ATTACHMENT OF 2xb OUTRIGGER
ROOF RAFTERS TO PRE-ENGINEEREP ROOF
TRUSSES,FOLLOW STRUCTURAL DRAWINGS
AND ENGINEERING SPECIFICATIONS
15#MIN.FELT FA5TENEP PEP,FE3C R905.2.7 ROOF RISF
12
FASTEN SHINGLES PER F13C R905.2.6
0513 ROOF
2x5 ROOF RAFTER SHEATHING NOTE:FOR ATTACHMENT OF 2xb OUTRIGGEK
5CA[3[3E[)TO ROT RAFTERS TO PRE-ENGINEEREP ROOF
FFE-ENGINEEREP TRUSSES,FOLLOW STRUCTURAL PRAWINGS
ROOFTKUSSE5 ANP ENGINEERING SPECIFICATIONS
2x DETWEEN 2xb ROOF RAFTER ROOF RISE
5CAI313EP TO 12
PRE-ENGINEEREP
ROOF TRUSSES
1x6 T+G SPRAY FOAM INSULATION 2x 13ETWEEN
TP PLATE HT. W1 VENTS
USS TRUSS
NICHIHA x 2 ><31
FASCIA L (2)2x6 TOP PL
3OARI) A < ATE PRIP 1x6 T+G 1x6 T+G
PRYWALL
2x6 NICHIHA x 2 PLATE HT. REVISIONS
450 4
ANGLE FLASHING HEAP FASCIA 13OARP 2x3 W/45 0
HARPIE OF,NICHIHA x x J'5EVEL
SIDING OR SHINGLES
ROUGH OF'G.HT. 450 Ix ON�'SHEATHING
FLASHING ANGLE x
PT 1x2 DEAM
2x6
FLASHING
1x12 ON PT 1x2 ON 2x4
SHEATHING
7/16"05E3
WALL SHEATHING
1x ON IVE & SIDE
HARDIF OF,NICHIHA SHEATHING
SIDING OR SHINGLES SQUARE TAPERE 1)
2x4 WOOL)COLUMN W/
9"CAP AND 12"DASE
(FAINTEP FIN15H)
SEALANT
><
:Build With Confidence
JAME3
FT 6x6 POST 414 Old Hard Road
Suite 502
Fleming Island, Flonda 32003
Office: (904) 264-6553
Far (904)269-2729
4
LA
PT 2x4 TRIM
Lot 30
SLOFEP STUG&CAP
2x6 ><- SILL
A >< Atlantic Beach
-Icq
FLASHING 2x6 STUD 0-11 2x2 OR FOAM
HARPIE OR NICHIHA (R19 INSULATION) 112"
SIDING OR SHINGLES Country Club
2X6 13A5E PLATE
VAPOR DARRIER—
5EALEP AT TOP AND
F—
[30TTOM PLATES r SLA13 STUCCO FINIS
FLASHINGJ ON 16"x 16"CJ
2x6 FT PECK
1x10 ON W/+'GAPS Budnick Residence
PTlxa TYPICAL
SLAE3 ANP 4"PORCH OFFSET
STUCCO
1x10 ON 2xb PT 2x8
FIN15H GRAPE PT WP 13EAM IJOISTS
fft Details
9 CONT.2x8 PT PLATE CRAWL
W1 ANCHOR 13OLT5 SPACE 1733 Atlantic Beach Drive
AS REM). Atlantic Beach, Fl. 32233
GRAPE
STUCCO
Drawn By ARJ Sheet
Date
02-02-2016
TYFIC/� L ONE STORY SECTION Scale 1/411 = 11-011
5CALE:3/4"=T-0" f
7
Writteridirnonelion5 5hall have precedence over 5cAle,dirnen5ion!5.
Contractom 5hall verify and be re5pon5ible,for dirnen5&5 and
JOB COPY condition5 of the job.
'13' FORCH PETAILS Northea5t Florida Pc5ion,Inc. hereby reslerve5 it5 cornrnon law
r%r-
6 THIS PLAN MUST 0c:
SCALE:3/4"=1'-0" copyright5 and other copyright5 in thc5c plan!5,de5ign5 and idca5.
The!5e plan5,cle5ign5 arid icica5 are not to be copied or chanoed in any
ON JOB SITE FOR
manner or form what5oever,nor are they to be,a55ioricd to any third
EACH INSPECTION party without f ir!5t obtaining the exprc5!5 written perrni55ion from
Northcaelt Florida De5iqn,Inc.
REM/"ED FOR
E CO 1ANCE
CI Y OF TIC A
SE PERM ADD ON
12627 San Jose Blvd
REQ REME TS AN C DITIO
Suite 702
EVIEWED ortheas Jacksonville, FL 32223
Florida Design,In 904.260.3319
NOTES
INSTALL SHINGLES OVER
----�LANGE @ HEAD VALLEY SHINGLE INSTALLATION:
FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD
Ak ROOFING OVER 15#FELT
OPT.PROVIDE LEAD VENT - r 1
BOOT WITH INTEGRAL FLANGE I OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12-PAST
G P,001: I PRE-ENG W CENTER LINE OF VALLEY.SEE MANUF WRITTEN
VENT STACK,SEE PLUMBING
S,)GG 00e INSTRUCTION FOR ADDITIONAL INSTALLATION
Go FOR SIZE&LOCATION INFORMATION
0 PREFORMED FLEXIBLE BOOT 2.DO NOT NAIL 6'MIN.FROM VALLEY CENTER LINE
FLASHING W1 INTEGRAL FLANG
TEMPORARILY FOLD-UP&
CUT WEATHER SECURE WEATHER
SET IN PLASTIC ROOF CEMENT BARRIER 0-- BARRIER(OR TUCK FLAF-
45*ANGLE
0\ INSTALL FLANGE OVER FIBERGLASS SHINGLE UNDER)@ HEAD
SHINGLE @ BASE
ROOFING OVER 15#FELT
13V
OVER 7/16"OSB OVER
PRE-ENG WD TRUSSES 71
MODIFIED T CUT IN
24"WIDE METAL VALLEY WEATHER BARRIEW-
FLASHING OVER 15#FELT
LINE OF WINDOW OPENING-
FOLD WEATHER BARRIER
AT JAMBS AND SILL
MECHANICALLY FASTEN
FANNED MG (CAP,NALS
STAPLES IF REQUIRED BY
NOTES:
APPROVED WEATHER INSTALL V WIDE
UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER SHEATHIL- SELF-ADHERING FLEXIBLE
MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD STUD WALL MEMBRANE FLASHING 0 6"TYP.
SILL
2.APPLY ROOFING CEMENT OR SELF-ADHERING EXTEND FLASHING UP
PLACE SHINGLES 3/8" FLASHING OVER FLANGE AT HEAD ONLY ALLEY FLASHING DETAIL STEP 1 STEP 2 JAMBS W MK STEP 3
VENT STACK FLASHING DETAIL
OVER EAVE&RAKE
EDGES TO PROVIDE DRIP N.T.S. I J.T.S.
EDGE
ALONG RAKES,CEMENT
SHINGLES TO UNDERLAYMENT
&EACH OTHER IN A 4"WIDTI 1 FIBERGLASS SHINGLE ROOFING OVER
OF ASPHALT PLASTIC ROOF V-T- UNDERLAYMENT
CEMENT WALL SHEATHING
INS 17ALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT
STUCCO/CV FINISH
NON-CORRODING HEAD
ASSEMBLY W/15#FELT
... GALVANIZED METAL OFF-RIDGE
MTL EAVE DRIP
OVER APPROVED WEATHER
VENT WITH BAFFLE.SET IN
TRIM 6"-7*FROM END BARRIER PLASTIC ROOF CEMENT OR AMY 3V NOM.
LAP FELT AND WEATHER CONTINUOUS BEAD OF INSTALL4W1OE
OF FIRST SHINGLE SEALANT SEALANT AT JAMBS&HEAD IWALL WINDOW PLUMB,
SELF-ADHIEMI
TRIM TABS FROM ALL BARRIER OVER VINYL OR AMY TO BACK Or- LEVEL A SQUARE PER7 MEMBRANE FLASHING
STUCCO STOP/WEEP WINDOW NAILING FLANGE IN MANUFACTURERS WRITTEN
STARTER COURSE SCREEN LINE vW PRE4n INCHED INSTRUCTIONS OVERNAILING FLAME 0
EXTEND 15#ROOFING FELT HOLES OR SLOTS JAMBS
SHINGLES UPWALL7"MIN. INSTj 6LL OFF-RIDGE
STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANGE OVER
ROOFING FELT(NAIL TO Sill GLES AT BASE
z ROOF DECK NOT WALL 7/16"OSB OVER
SHEATHING) PRE-Ell WD
CAP SHINGLE-DO NOT NAIL TRUSSES EXTEND
FLASHING MIN.1*BELOW
INSTALL WITH ROOF SILL FLEXIBLE FLASHING
CEMENT
PLACE SHINGLES CLOSE SHINGLE ROOFING ISIONS
TOGETHER BUT DO NOT— IVEN
CROWD NOTES:
ALONG RAKES,CEMENT ROOFCEMEN STEP 4 STEP 5 STEP 6
SHINGLES TO UNDERLAYMENT
1.INSTALL IN S I MC I ACCORDANCEWH
&EACH OTHER IN A 4"WIDT1l MANLFACTURERS WRITTEN INSTRLFIONS
OF ASPHALT PLASTIC ROOF
CEMENT 2.APPLY ROOFING CEMENT OR SEL�WERING
NON-CORRODING PLACE SHINGLES 318" OVER FLA14GE AT HEAD OILY
MTL EAVE DRIP OVER EAVE&RAKE FOLD WEATHER BARRIER
DOWN&TAPE DIAGONAL
EDGES TO PROVIDE DRIP OFF-RIDGE VENT FLASHI IL INSTALL C WXIE CUT&ACROSS HEAD OFe
EDGE WALL FLASHING DETAIL STUCCO SELF-ADHERING WINDOW
N.T.S. MEMBRANE F1
ftmvwum FLAIM 0
N.T.S. Hill
117 IXOM SMIZ-ADHER1110
FIRST COURSE NOMPAW FLASHING V_
MIN.BEYOND JAM SEAL WINDOW FRAME To
FLASHING INSIDE OF R.O.WITH
SEALANT AT SILL AND A
STUCCO/CV FINIM MINIMUM ir UP BOTH
--dAMS TO FORM A BACK
iL NOTE:
WALL SHEATHING ASSEMBLY 1.WINDOW*WALLATM A MIN.. DAM.SEAL EOF
FLASHING DETAll ARE FRAME WITH SEALANT OR
LAP BARRIER OVER NALING; CONSISTENT WITH ASTM2112 LOW-EXPAND114G FOAM
SYN WD SIDING OVER
4. (PROVIDE BACKER ROD
METHOD A-1 EME111T
APPROVED WEATHER FLANGE SELF-ADNERM PAENORANE WHERE REQUIRED) 1VEK4` 1DE
11-1/2"to 12-1/2" 11-1/2"to 12-1/2" BARRIER
FLASHOM ARE USED. j—
ol VINYL DRIP/WEEP SCREED
to 1-1/2" V to 1-1/2 o' LAP WEATHER BARRIER OVER 2.IT 13 THE INSTALLATION
METAL FLASHING AND SECURE CONTRACTOFIS;
0 0 WITH STARTER STRIP 5"x5"METAL FLASHING RESPONSWILITY TO VEl
0
THE COMPATIIIIIIll OF ALL
EXTEND 15#ROOFING FELT KICK-OUT PRODUCTS 91CLUDIll
FLASHING(SEE WEAMEIt
UP WALL 7"MIN.
DETAIL) F-0 0 .98
z
2 z -71 5x5 METAL FLASHING OVER IOR VIEW
ROOFING FELT(NAIL TO ROOF &DWAM ALL K%TEM"PM
DECK NOT WALL SHEATHING) ExTEND illocK-our 2- STEP 7 STEP 8 1110 Ep,9 Build with Confidence
BEYOND FASCIA UNKFACTURM Wil -10
SHINGLE NAILING
CAP SHINGLE-DO NOT NAIL
INSTALL WITH ROOF CEMENT
C1
MAY 414 Old Hard Road, Suite 502
11111LA=ADVERSELY IF NOT
SHINGLE ROOFING
ROOFING DETAILS Fleming Island Flohda 32003
ROOFCEMEN FELT UNDERLAYMENT 30
N.T.S. SHINGLEROOFING ujjice: (904) 264-6553
NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, WL DW EDGE
FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FASCIA NOTE INSTALL IK"MOUT Fax: (904)269-2729
FLASMG AT BOTTOM OF
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&WALL INTERSEC-no WATER
BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT
SEAL WINDOW FLASHING INSTALLATION DETAILS
SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUKICKOUT FLASHING DETAIL
N.T.S.
N.T.S. N.T.S. Lot 30
Atlantic Beach
�4
Country Club
........ ....
...........
.............
wo.-
IIWATHING
t
u n ck Residence
... ... . INSTALL DOOR PLUMB,
P . ..... LEVEL&SQUARE PER
MAMFACTURER WRITTEN
INSTRUCTIONS
...... . ...
ROOFTFU55E5
CIIIIIIIIIIIIIIIIiATHER
FOLD WEATHER
BARRIER IN AN[>-
........ ... . . AROUND JAMBS
2x4 ll OCKING REQUIff D A ........ ...
AT FIAWL JOINTS ...... Flashing Details
SET THRESHOLD*1
A BED OF SEALANT
1733 Atlantic Beach Drive
AMY SEALANT AT
CORNERS&FRONT EDGG�
OF THRESHOLD Atlantic Beach, Fl. 32233
E5A5E LAYER:
5/6'OENSGI ASS FIREGUARP SHFATHI14G S'MP 1 STEP 2 S
ATTACH WITH(2)1#lYff"W"
DR)WALL 5CR[W5
NO VENTS ARE ALIW,-V
FACEIAYER:
5/6"PFNSGI-ASS FIREGUARD 5HEATHNG NOTE:AT UNPROTECTED DOORS,BOTTOM Drawn Bv Sheet
AT I ACHED WITH I�-1�PF"G"DRYWALL 1/4th OF JAMBS SHALL BE COMPOSITE,P.T.
ARJ
SCREWS 9D 12"O.C. OR OTHER DECAY RESISTANT MATERIAL
-OFF5FT JOINTS IN 5ASE AND FACE LAYER 24�'
...... Date
INSTALLr WIDE 02-02-2016
-Awman mEmmANE ....
SELF
FRLASHIM
DOOR FRAME 11C
TE Scale
LDF5IGN 13A5ED ON GA FILE No.RC 2602 1-011
1/4
114" of
EXTM SELF-ADHERIW
Plan
MEMWVM FLASHING 1"MIN�- MIN.
INSTALL C WIDE Anastasia-Custom
1111l JAms FLAsFow
morwUNWANGMEMMl .. ... 1 1 7
PL400M OVERLAPPINCr- .. ....
DOOR FRAME 1/4" ...
6
5ECTION-(1)HOUP,FIRE PATEP(UNPEKSIPE ONLY)5OFFIT As NEEPEP
THIS f*-T At MY AF PI ICA13LE WHERE 5E FAR,�f]ON DIS I A�a OF OVERHANG 15 LESS THAN 5�AND h,"E 1 HAN 2 FROM PROPERTY LINE
"'loop written dirnei,1501`15 5hall have precedence.over 5CaIC dirneri5ion
..........
.. .... Contractom 5hall verifyand be re5pol for dirnen5iori5 and
ALTERNATE:
F\ATEP 5OFFIT A55EM[3LE5 WHICH MEET OW WM DETAILS FOR conditiori5 of the jol�.
UL STANPAKPS FOP\(1)HOUF\
F E P\ATIW�,AFE FEKMITTEP Northea5t Florida P05ion,Inc. hereby rc5crvC5 it5 Corril law
copyriqht5 and other copyright5 in thc5e.plal de5iql and idea5.
P 4 STEP
The5e plan5,de5*5 and idCa5al not to�c copied or changed in any
rnall or form what5ocver,nor are they to�e a!55iqrjed to any third
party without f ir5t ol�tainiq the expil written perrrii55ion f rorn
N Northoa5t Florida Pc5iol Inc.
'"R FLASHING TION DETAILS
JOB COPY
THIS PLAN MUST BE
12627 San Jose Blvd
ON JOB SITE FOR
............
Suite 702
EACH INSPECTION mville FL 32223
ordieast Jacks(
Florida De%llgn,Inc-
904.260.3319
71� w
2x NO 2 SYP NAILER FASTENED 7 Y4" \JJJ 16"MAX (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
BETWEEN TRUSS TOP CHORDS Wt ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS I I I I I 1 11
(3)10d COMMONS EACH END ROOF DECKL OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/10d COMMON @ 3"O.C. CONTINUOUS LATERAL RESTRAINT
r-2x4 SYP OUTRIGGER @ 24"O.C. COMMON TOE-NAILS. (CLR). QUANTITY AND LOCATION
x x - - - - - x A M CLIP TO GABLE TOP CHORD WITH TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD Of TRUSS BOTTOM CHORD DEFINED BY TRUSS SHOP DRAWING. Cn
(1)H2.5T w/(10)8d x 1-1' 1 11 11
X 2
2x4 NO.2 SYP BLOCKING BETWEEN '/16"OSB SHEATHING FASTENED ICY)
OUTLOOKERS. FASTEN EACH 0 TO NAILER W/8d COMMON @ 3" C)
BLOCK TO ROOF DECK WITH 8d FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE Cq
COMMON @ 3"O.C. OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)1 Od 0 C1q
FASTEN 2x6 NO.2 SYP COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W1 8d COMMON @ T'O.C. APPLIED TO EITHER� IF LATERAL RESTRAINT MUST BE (y)
DIAGONAL BRACE TO FASTEN TOP PLATE TO EACH SIDE OF WEBS MADE OF MORE THAN ONE PIECE,
BLOCKING w/(6) GABLE TRUSS o DO SO WITH OVERLAPPING BRACES _J
1 Od COMMONS '/16"OSB ATTACHED TO STUDS '/16"OSB ATTACHED TO STUDS OTHER WITH(2)ROWS OF(4)10d LIKE THIS(TYP EVERYWHERE; LL
2x6 NO.2 SYP DIAGONAL BRACE, WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ T' COMMON BETWEEN EACH STUD CN
U,)
WALL SHEATHING PER PLAN O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. '/16"OSB ATTACHED TO STUDS V-: C
SEE PLAN WITH MINIMUM 8d COMMON @ 3" C4 CIO
00
UP TO 8FT SINGLE 2x6 ONLY OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3
UP TO 20 FT,2x6 W/2x6 T-BRACE
L OR T BRACE VERTICAL INTERIOR SHEARWALL DETAIL TRUSSES NEEDING BRACING 0)
REINFORCEMENT PER I C
TRUSS ENGINEERING 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS It 3:
FASTEN 2x6 NO.2 SYP"T-BRACE" BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C. CN E
2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CN
TO DIAGONAL BRACE wl 10d LATERAL BRACING - MULTIPLE TRUSSES a)
COMMONS @ T'O.C. THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED U_
8'-0"OR AS SHOWN ON PLAN ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). J
r 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 1.1-
2x4x8'-O"NO.2 SYP LATERAL CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. C)
BRACE @ 48"O.C. FASTENED 61,, 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Ld L0
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. _j
TO EACH TRUSS w/(3)1 Od _j
4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO).
COMMON ROOF DECK 5. DESIGNED PER BCSI-133,2007. 5;
z
DBL TOP PLATE PER PLAN TRUSSES PARALLEL TO"ALL: ROOF TRUSS 0 U)
FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR 2x4 SPF(MIN) NAILER FASTENIED OR RAFTER
FROM DIAGONAL BRACE TO TOP PLATE TO DBL TOP PLT W/1 Od @ 3"O.C. C/)
2x4 SPF(MIN)
GABLE TRUSS TO TOP CHORD CONNECTION TRUSSES PERPENDICULAR TO WALL: BLOCKING _j6-MAX CONTINUOUS LATERAL RESTRAINT WEB
-16-MAX _LT MAX
2x4 SPF(MIN)BLOCKING BETWEEN EACH BRACE SUBSTITUTE ci CIO
A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO WEB MEMBER 0 X
PLATEw/10d COMMONS @ 8"O.C. 2x6 FRAMED EXTERIOR TO DBL TOP PLT W10d @ 4"O.C. BEAM w/1 Od @ 4"O.C. SPECIFIED ALTERNATE BRACIN v a)
WALL PER PLAN rJJJJ1_ SIZE CLR TORL SCAB ul -0
B) STRAP TRUSS TO TOP PLATE WITH MSTA12 - - - - - - - - - - - - - 2x4 1 ROW 2x4 (1)2x4 0
w/(8)10d COMMONS @ 48"O.C. 2x4 2 ROWS 2x6 (2)2x4- D >
TRUSS TO BEAM W1 T-BRACE FASTENED TO U) 0
OR THICKER CDX HA4 OR TLOK06 WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6
OR OSB FASTENED TO x 2 ROWS 2x6 (2)2x4-
TRUSSES, RAFTERS 2x8 1 ROW 2x6 (1)2x8 D
GABLE ANGLE BRACING DETAIL (W/ HGA10) 2x WALL FRAMING OR BLOCKINGW18d 2x8 2 ROWS 2x6 (2)2x6- 0
B 1 COMMONS @ 3-EDGE, PORCH BEAM L-BRACE FASTENED TO
1) MAX.TRUSS SPACING=24"O.C. 12"FIELD.
2) OUTLOOKERS,BLOCKING&CLIPS MAY BE OMITTED FROM PORCH BEAM TO POST: WEB W1 1 Od AT 6!'0.C.
OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE WOOD STRUCTURAL (1)MSTA24 SINGLE TRUSS BRACING <
TRUSSES W/12"OR LESS OVERHANGS. SHEATHING POST TO SLAB: 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL a-
ABU POST BASE ANCHOR RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE z
OR DTT2Z -I SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 0
(UNLESS NOTED OTHERWISE) WEB W/1 Od AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR r_
TYPICAL PORCH SHEATHING DETAIL IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. D
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND U)
UNLESS NOTED OTHERWISE. MAX J6-MAX �J6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. L0
q1t x 0
I,- W W Z 1 C3
PERMANENT WEB BRACING 1 . 0
a- E3 z It 0i
:3 0 W LL. Z
W w 0
E3 a -1 -
MOCIK II'" zow0womm
TRUSS TO TOP PLATE J 0! w z
PER TYPICAL WALL a. 0 -
ww OM < M < 3wLL
KING AND JACK STUDS SECTION, U.N.O. d a > a 0 C3
z
ww 0 WwwwLLwTaw
PER ENGINEERING 0 a. w w F. M 13
-1 1 1 1 i I- v jPER ARCH. DRAWINGS 0 m a. Z w Z
w j M 0
C0 ZM131L > W MMI.- - ww
GARAGE DOOR BUCK/JAMB NAILED a. 1 19 M X W
N 1%% UJ I W a] W rj Ix
TO STUDS W/(2)16d COMMON OR 1� z W 0 w 3: w 0 Z I LL
O.C. W F- X W
CO �- 1- 04010ZILM01 -' o
12d CC NAILS @ 16 LO END OF HEADER SILL, a
CRIPPLE STUD AT EACH 4 _j z
I Z '- z 1L. - nx a
AS SHOWN D 13 W w a. I %" w I It
WEATHER STRIPPING/STOP ft W 00 3 w
Eg 1 0 z w z w 0 1 1 w
E3 W 0 W
zz xI._ _ 0 �- 0 - xjL0z
GARAGE DOOR LU Fx - jow �- Z < pww_ ma
t -10�N.11 1� 1% /-L PER ARCH. DRAWINGS LU W W Z x I w r3 I M LL
z z 7 7 7 ------- ------ NO.2 SPF HEADER SILL W IX I IX W I �- Q El :3 0) Z
-7 Z w wlwzzi �- zw �_ z
36"LONG SPF SCAB W/(20)1 Od TO EDGE NAIL SHEATHING-'-' -`/ t x >. z< 0 - - M 0 a (9 1 W
- ------------- 0 M 0Z >. LLMwM3
CORNER STUD ONLY WHEN HOLD @ 3"O.C. IN HATCHED Z z 10 z
ww0 < Mz - M< M -
j I F- Z 3:
DOWNS ARE SPECIFIED ON PLAN. AREA SHOWN AND MAX 36.5"R.O. w - W3 mw < m �- u
2X6 SYP GOAL POST ATTACHED ANY VERTICAL PANEL W � 0 (DwIgI.- . XMWc3
2x-SPF CORNER STUDS TO STUDS W1(2)ROWS OF 3-y2" NOTE: BREAKS ABOVE I._ �- Izp_ jzwJ3 w
Z a I E3 it 0 x w z
GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR WINDOW OPENING IF 0 w pi x a a
GOAL POST ATTACHMENT,THE GARAGE ANY ARE PRESENT D 0 E I Z_ CIL 'M '< 'D I.- Z_ a
F-
ALTERNATE CORNER DETAIL DOOR SUPPLIER MAY SPECIFY A FASTENING U)
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK M M LL
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, z SHEET NO.:
SPECIFICATIONS THROUGH THE GOAL POST. 0 ST-6
GARAGE DOOR JAMB DETAIL STRUCTURAL
0
o- DETAILS
0 JOB NO.:
RS0593
SUBDIVISION:
TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2ANO.2 SYP BLOCKING BETWEEN
BETWEEN TRUSS TOP CHORDS W/ OUFLOOKERS. FASTEN EACH 0 Atlantic Beach
(3)10d EACH END BLOCK TO ROOF DECK W1 8d
FASTEN 2X4 NO.2 SYP DIAGONAL CCPMON @ T'O.C. QTB OR DTT2Z LI- Country Club
77-7
BRACE TO BLOCKING W1(6)1 Od -ROOF DECK
2 SYP OUTRIGGER @ 24"O.C. LOT NO.:
i- v WSP HEADER DETAILS
- - - - - - - - - - - - --- - - - - - - - - -- L TO GABLE TOP CHORD W/
z
(ELEVATION VIE" 30
(1) .5T W/0 0)8d x I-
2
24"LONG 2x4 NO.2 SYP SCAB E: EXTERIOR WOOD STRUCTURAL PANEL WALL 0 FLOOR PLAN:
GA.ILE TRUSS APPLIED TO GABLE VERTICAL ERING SERVES AS HEADER OVER OPENING AS
OR BLOCKING BETWEEN JACK AND KING STUDS. SHEATH FRONT FACE INDICATED ON PLAN 0-1 Anastasia-Custom
SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT 0
ESIGNED:
3"ON EDGE, 12"IN FIELD. -D
2x
CL
f T
V
% I - - X
2x6 NO 2 SYP DIAGONAL BRACE CORNER STUDS. JH/CCS
t�p �Q LU
IJ C14 REVIEWED:
FASTEN(1)SIMPSON HGA10 BRACE /I OPTIONAL QTB IN LIEU OF ABU OR x
2X6 NO 2 SYP DIAGONAL BRACE CONNECTOR FROM TO EACH EACH JACK STUD To w DBIVI
(SEE PLAN FOR LENGTH) I / DTT2Z,CONTRACTOR TO VERIFY MIN PLAN VIEW'
DIAGONAL BRACE TO GABLE HEADER WITH MSTA24. (2)VERTICAL#4 OR#5 REINFORCING TOTAL NUMBER OF JACk SHEATH FRONT FACE
•UP TO 8FT SINGLE 2x6 ONLY i/
•UP TO 20 FT,2x6 W1 2x6 T-BRACE VERTICAUSCAB BARS EXTEND FROM FOOTING UP AND KING STUDS SHALL B ONLY WITH 8d REVISIONS DATE
INTO CONCRETE CURB W1 OPTIONAL AS SPECIFIED ON PLA COMMON AT 3"ON
QUICK TIE EDGE, 12"IN FIELD
DBL 2x4 NO.2 SYP FASTENED TO >_
FASTEN 2x6 NO.2 SYP INTERIOR FACE OF GABLE TRUSS EACH JACK STUD�A
"T-BRACE"TO DIAGONAL FOR GABLE BRACE HOLD DOWN OPTION IN LIEU OF ABU66: HEADER WITH M L)
9 NOTCH STUDS 18"MAX FROM BOTTOM STAI
BRACE W/10d @ 3"O.C. INSTALLATION.LOCATE MEMBER w
N
FFF1
8'-0"OR AS SHOWN ON PLAN OPPOSITE LOWER ROOF DECK. PLATE(MAX(1)KING STUD SPECIFIED ON z
SIMPSON ABU66 POST PLAN MAY BE NOTCHED) 2x6 JACK/KING STUD4 7 HOLD DOWN OPTION
FASTEN 1ST PLY OF 2x4 TO EACH BASE. NAILED TOGETHER W/ IN LIEU OF ABU66:
GABLE VERTICAL MEMBER W1(3) 0 INSTALL ONE OF THE FOLLOWING HOLD i I
NOTCH STUDS 18"MAX 0
10d 0, DOWNS: ROWS 1 Od COMMON @ FROM BOTTOM PLATE LU
FASTEN 2ND PLY TO 1ST PLY Wt 0* DTT2Z W/12"LONG x Y2"0 DRILL AND O.C. STAGGERE
L _J 1 Od @ 6"O.C. 5/8"x 12"EMBED. DRILL AND EPDXY ANCHOR (MAX(1)KING STUD
EPDXY ALL THREAD ANCHOR. QTB SPECIFIED ON PLAN MAY
BE NOTCHED) z
z 1/2"HOLD BACK OF FRAMING SIMPSON ABU66 POS INSTALL DTT2Z W/12"
FASTEN ',l)SIMPSON HGA-10 BRACE CONNECTOR FROM ROOF DECK NAILER/BLOCKING ONLY IF SPECIFIED ON BA LONG 02"DIA DRILL AND D
T D DIAGONAL BRJ J,(%E TO GABLE VE R TICAUSCAB 04 ARCHITECTURAL DRAWINGS. EPDXY ANCHOR 0
FASTENED TO JACK W/(3)1 Od S1 10,
IJI TOE-NAILS M 0
0. :C C. F-
> z . -- I -
0 C/) 0 LL
z C. v <
E- UFACTURED 0 1w 0) CTURAL
STP,
JACK LISS,
C14 z 00 `E gR
cf) z ING
OL
ELEVATION VIEW _J
M
M
GABLE ANGLE BRACING DETAIL AT JACK TRUS ES 0
Cl)
B4 -4 -n .j
1) MAX.TRUSS SPACING=24"O.C. ELEVATION VIEW 0 W<
2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHAOIG PORTION OF DETAIL FOR x 12"EMBED. DRILI1 5/R"X 12"EMBED. DRILL
0
AND EPDXY ALk
-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. AND EPDXY ALL
NON GARAGE RETURN THREAD ANCHOR THREAD ANCHOR z M
-NOT SHOWN FOR CLARITY. G
3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERIIJ 2 x
UU
GARAGE RETURN 1)6iek 6.'Murray,P.E.
G4 QT ENGINEERING e'�No,.71457
02-15-2016
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