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Generol Notes
VERIFY ALL DIMEN51ON5
COt4DITION5.
ALL DIMEN51ON5 ARE Mt
TO FACE OF BLOCK, FACI
UNI
FRA#AING MEM5ER5
OTHIEW5! NOTED,
ALL INEW FLUM51NG FIXTU
TIU!� LIGHTING FIXTURE5,
CA19NETKY. APPLIANCE5 ,
FLOOR COVERING5 TO 51
5ELf.CTED AND AFFROVEI
OWMER5 5A5ED ON
CONTRACTOR PROVIDED
ALLOWANCE5.
HVAC 5Y5TEM REOUIREIV
291-211 DETEP
BE 1) WINED BY OTHE
W-411 10" 4147
25'-2' 41-011 111-411 2'-&n 41-2" 5TK4UCTURAL 5Y5TEM5
134"12 41-ON REOVIREMENT5 TO BE DE
285;a.h. 585&�f1xdW 285 s.h. 4 DMRMINED BY OTHER!
DEVIGNER A55UME5 NO
Cq FOF�, ERKOR5 OR OM15511
PAT0 5UJILDING PLAN5. CONTF,)
VEKCIFY THAT 5COPE OF V
3OG8 -7 MEJ!T5 ALL APPLICABLE C
creen Joor xi CQ
tL- 41 SCREENED PORCH b
m - PRIOR TO COMMENCEME
PATIO 2 1 concrete
:3 wofkK.
2 t - 1 2 X
U
3 +5RAST
1 10 2
30 12'ste
C\J G"riser Jown CQ
4. Wriser
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Gor-a� Joo
13 0 X, C,
+
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3wmt=e r;me I
+
1 ,30X 70
>
TER
DINING ROOM C
MASTER DINING ROOM "01
om
15FDROOM 1 81-01,wall plate I carpet
1 10 1 1 2
x 0 X 2
<A
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E)W,
LL
1/2 wall nutch heseht AW 11mL mw—
of new openineq aill
A*C
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n
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------- N 13 ox 0 refm
o ------- IN — — — — — — C\J Gabinet
floor over floor over
A closet ofmlf and roal Revision/issue
dose T 12 - -J----
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21-4" k 3'-8N ON I I
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FLA. VE5IGN BUILD,
0
0
-n( I - (4 11 G39 BEACH BLVD.
LIVING ROOM
LIVING ROOM cl) 41�04 JACK.\50NVILLE 5EAC
IT WT (904) 219-227G
A 14 Ar
UP
GARAGE
GARAGE
Firm Norm* Cmd AddreSe
Ivortion5 of hou5e omitted for clarity pportion5 of house omitteed for clarity DE51GNED BY KELLY
5 GUIANA DRIVE
PONTIE VEDRA 5EAC
-G3 54
(904) 233
Project NO" and AWrow
N FW KITCHEN f LOOK PLAN
EX15TI NG f LOOK PLAN RINER KITCHEN
-011
5CALE 114U 1 1-011 5CALE 114 1 new walls 302 OCEANWALK Df
ATLANTIC BEACH, I'L
EYISTING NEW fLOC
Shoot
2011 -0047
sow I—
OF
-)R v
REVIJKVVEP F( -,0DF
xANT1
Or 1,AANTI
EE eERMITS FOR AD 1 0
REQUIREMIENTs AND coND
REVIEWEDBY. DATF,
General Notev
VERIFY ALL DIMEN51ONt6 AND
2e4a fixed 28G8 operal7le 28G8 fixed CONDITION5.
I 01-al glaeo door glass r0oor glass door
ALL DIMEN51ON5 ARE MEA5U"D
new opemino tz dining room TO FACE OF BLOCK, FACE OF
2850 mmdow 2850 window FRAMING MEMDER5 - UNLI!55
OTHERWSIE NOTED.
ALL NEW FLUM51NG FIOURE5,
in TILE, LIGHTING FIXTURM
CA51NETRY, APPLIANCt5 AND
5850 fixeJ lime* FLOOR, COVERING5 TO BE
5ELECT!D AND APPRO\VffD BY
OWNER5 5ASIED ON
CONTRACTOR ?ROVID9D
ALLOWANCF-5.
new Wselvsf,d to HVAC ,5Y5TEM REQUIFMM�NT5 TO
III match existing BE DETERMINED 1.5Y- OTIHER5.
5TRUCTURAL 5YSTEM,115I 4
REQUIREMENT5 TO BE IDE51GNED
me#Wseboif,4 to 4 DETERMINED 13Y OTH�R5-
INTERIOR ELEVATION A motch existing INTERIOR EU!"VATION 5 DF-51GNER A55UME5 NiO LIABILITY
It 1-011 5CALff I-4/211 1-011 FOR ERROR5 OR OM06101\15 IN
5CALE 1/2 1 BUILDING PLAN5. CONTRACTOR TO
VERIFY THAT 5COPE Of WORK
MEET5 ALL APPLICA51-I! CODE5
PRIOR TO COMMENCEMENT OF
WORK.
mew W004
r cabinetry
2838 window door on-1
corner
wl trim
cal�lmet
new
2850(3) win ow hallway to laundry
21'adjustsWe wl trim surrOunci r
TV to be now vomw Sm am gorsge
glass door an
shelving ai�ove PWOC41 hem calpinstry cormar op�imet
wall*Von
in
jIsAWasher
dry
now 1paselp rel .10
match exist
1811 fixed shelvm-1
new
NO. Revision/issuo Date
mat
-SIC
existing ppntry 400re t o be replaced 7
Un*ml Contraftr
-Arl L I N ELEVATION f LA. DE51GN BUILD, INC.
N1 5MELVING D " ? INTERIOR ELI::'VATION C I G39 BEACH BLVD.
5CALE 1/211 1-011 5CALE 1/211 1 1-011 5CALE 1/211 1 I-QiI JACK5ONVILLIf BEACH, ft
(904) 219-227G
FAX (904) 24G-82,40
Now— Ftrm Nam and Address
DE51GNED BY KELL:Y ROWAN
5 GUANA DRIVE
PONTE VEDRA BEACH, ft
(904) 233-G354
h d
3ra"venbWtiom hood 3G"ventilaw 00 -11G"ventilation hood
3G"ventilatiom hodO 3 G"gas cooktop Pro*t Nam and Address
SGII Ve 000wor 3G"gas coo" 3 61,gas cooktop,
ral-oh
RINER KITCHEN
302 OCFANWALK PRIVE5.
0000 00 ATLANTIC BEACH, FL
mew wood
calpinetry
_,wood,caLlinetry receptacle
—..-wood cat"matly
end panels wood ambinetry end pamolo INTERIOR ELEVATIONS
end PSM06
j shoot
2011 -0047
.AND ELffVATION A 15LAND ELEVATION E3 15LAND ELEVATION C 15LANU ELEVATION D 12/8/ 1 1 A- 2
::To it I–Of] 5CALE 1/21f 1 1-011 5CALE 1/211 1 1-011 SICALE 1/211 [-()It 1 /211— 11-011 OF 3 5HEET5
5CTIL,E 1/2
(;,*nerol Notes
VER.IFY ALL-'DIMEN51ON5 AND
CONDITIONO.
ALL DIMENOION5 AKE MEA5UR!(
TO FACE OF BLOCK, FACE OF
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FAN, FOR, ERROfK5 OR OM155ION5 IN
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ELECTRICAL LAYOUT PROVIDED FOR tj I PRUOR TO COMMENCE MENT OF
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TO VERIFY SELECTION AND PLACEMENT OF
ALL ELECTRICAL EQUIPMENT. -------tip�
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IENERAL: WOOD: GENERAL DESIGN CRITERIA
THIS DOCUMENT, ALONtG WITH ASSOCIATED DOCUMENTS, IS AN A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: PANEL S P4AN G CODE _F2007 FBC - RESIDENTIA
INSTRUMENT OF ENGINIEER'S SERVICE FOR THE EXCLUSIVE USE ATTHE o 2x RAFTERS/BEAMS/JOISTS-#2 SYP 19%MOISTURE [BUILDIN
PROJECT TITLED HEREINI.- INFORMATION DERIVED FROM THIS CONTENT WINO-BORNE DEBRIS CLASSIFICATION *r----------r-----------
DOCUMENT, AND/011 A§15OCIATED DOCUMENTS, MAY NOT BE USED o I-JOISTS PROVIDED BY TRUSAOIST OR EQUIVALENI-t I F_ -1-::: I I 1 -1 1
WIND DESIGN CRITERIA
FOR OTHER WORK(S) Ok PROJECT(S) WITHOUT THE EXPRESS WRITTEN o ENGINEERED BEAMS PROVIDED BY TRUSAOIST Olk IN GOD
PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. EQUIVALENT
DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE, PLATES- #2 SYP 19%MOISTURE CONTENT NOTE: THIS 5TRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS -PESIGN GUIDE ASCE 7-05
7/16" APA OR
UNLESS UPDATED TO CUIRRENT CODES AND PRACTICES APPLICABLE AT STUDS-SEE STRUCTURAL PLAN, 19%MOISTURE QONTENT 7/16" APA OR -JED OPENINGS SHALL MEET THE REQUIREMENTS OF
AREA. GLAZ_
TECO RATED IND SPEED 120 mph (3 sec. gust)
THAT TIME. B. ALL NAILS SHALL BE "COMMON" UNLESS NOTED OTHERWISE. z TECO RATED THE LARGE MISSILE TEST OF AN APPROVED IMPACT RESISTING PLYWOOD.
DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING C. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL NAILIMS OR x PLYWOOD. STANDAIRD OR ASTM E 1996 AND ASTM E 1886, SSTD 12, 1EXPOSURE CATEGORY C
CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING SCREWING SHALL BE AS INDICATED IN THE CODES REFERENCED
_j 2 ANSI/DASMA 115 (FOR GARAGE DOORS) OR TAS 201, 202, AND
CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO ABOVE. ALL SHEATHING MUST BE NAILED OR SCREWED AS W BUILDING TYPE ENCLOSED
DESIGNATED AND ADHESIVES SHALL NOT BE USED IN PLNCE OF z 203 OR AAWA 506. GLAZED OPENINGS MAY BE PROTECTED -1---I- _j 1.
RESPONSIBILITY FOR THE--- PROJECTS COMPLIANCE WITH PORTIONS OF < rA`N A
THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. NAILING. USING WOOID STRUCTURAL PANELS AS DETAILED ON THIS PAGE. 13UILDING CATEGORY 11
DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. REFFER TO OPENINGS IIN SUNROOMS, BALCONIES, OR ENCLOSED PORCHES
IMPORTANCE FACTOR 1.0
DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOfGUE FOR ARE NOT RLEQUIRED TO BE PROTECTED PROVIDED THE SPACES
THIS OFFICE IMMEDIATEALY. ADDITIONAL INFORMATION. ALTERNATE CONNECTORS*/ ARE SEPARATED FROM THE BUILDING INTERIOR BY A WALL AND TOPOGRAPHY FLAT
THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE USED IN LIEU ALL OPEMINGS IN THE SEPARATING WALL ARE PROTECTED.
NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND OF SPECIFIED COMPONENTS. IMEAN ROOF HEIGHT I < 20
L___l---I- _j I L_
LOCATIONS PROVIDED By OTHERS. THIS OFFICE IS NOT RESPONSIBLE E. ALL EXTERIOR WALLS TO BE SHEATHED WITH APA OR TECO RATED L----- --- L----------L----------
FOR THE ACCURACY OF IINFORMATION PROVIDED BY OR DERIVED SHEATHING AS DESIGNATED.
FROM OTHER SOURCES. F. ENGINEERED COMPONENTS (TRUSSES, I-JOISTS, ETC.)SHALL BE A co SOLID SAWN MEMBER DESIGN CRITERIA
CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND 7-6" MAX
PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED INSTRUCTIONS. USE L.L. D.L. L.L.A T.L-A
COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL G. REFER TO THE TRUSS MANUFACTURER'S SPECIFICATION$; FOR: FASTENER TYPE PANELSPAN 3" MIN. 3" MIN. ROOF 20 L/240 L/180
SYSTEM OR APPROVAL #Y A DELEGATE ENGINEER LICENSED IN THE 1. TRUSS TO TRUSS CONNECTIONS. FSPAN < 2' 2'<SPAN <4' 4'<SPAN< 6' 6'<SPAN <8'
STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE 2. TRUSS PLY CONNECTIONS. I '10,i
#8 WOOD SCREWS 3.611 1611 81' FLOOR (ROOMS) 40 15 L/360 L/240
ENGINEER OF RECORD. Jf4 ADDITION, COMPONENTS NOT 3. REQUIRED PERMANENT TRUSS MEMBER BRACING 10 1 911 ----------
SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE LOCATIONS AND CONNECTIONS. PANELS ORIENTED WITH S' F#10 WOOD SCREWS 1611 1611 12" PANELS ORIENTED WAITH STRENGTH FLOOR (DECKS) 40 15 L/360 L/2-40
RESPONSIBILITY OF THE f NGINEER OF RECORD. REQUIRED AXIS HORIZONTAI 1/4" LAG SCREWS 1611 16" 1611 16lf AXIS HORIZ(_)jNTAL FLOOR (BALCONIES) 60 15 L/360 L/2-40
COMPONENTS BELIEVE[) TO BE STRUCTURAL IN NATURE SHOULD BE
BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE ATTIC CEILING (STORAGE) 20 5 L/3 60 L/240
PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE EXTERIOR WALL EXTERIOR WALL - ATTIC CEILING (NO STORAGE) 10 5 L/360 L/2-40
STATE OF FLORIDA. SHEATHING SHEATHING
ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM WALL (BRITTLE FINISH) L/240
MANUFACTURER OR DESIGNER.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WALL (FLEXIBLE FINISH) L/120
AT THE JOB SITE PRIOR TO COMMENCING WORK. EXTERIOR FINISH, EXTERIOR FINISH,
THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,ARE THE CORROSION/DECAY RESISTANCE: 2x WALL SEE ARCH. PLANS. 2x WALL SEE ARCH. PLANS.
PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR A. ALL STRUCtUMIAOEMBERS OF WOOD OR STRUCTURAL STUDS 2" MIN. STUDS 2" MIN. TRUSS MEMBER DESIGN CRITERIA
REPRODUCED WITHOU-r EXPRESSED WRITTEN CONSENT OF THE COMPOSITE I_Uf�B ER EXPOSED TO WEATHER OR IN DIREV tl r CUT WASHER
CT WASHER BASED
ENGINEER OF RECORD. GROUND CONTACT JDEC4(/.BALCONY BOARDS,JOISTS, POSTS, ETC.) WING NUT. L.L. T,.L. ul
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATED MEMBER L.L. D.L.
INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO FOR THE SPECIFIC APPLICATION. BORATE-TREATED WOOD SHALL 1/4"W4"
ANY SIMILAR SITUATIOr4 ELSEWHERE IN THE WORK EXCEPT WHERE A NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED 11-0 BOLT.
DIFFERENT DETAIL IS SHOWN- WEATHER OR IN DIRECT GROUND CONTACT UNLESS SPEICIFICALLY ROOF TOP CHORD 20 L/240 L/180
IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE RATED BY THE MAN UFACTU RER/TREATER AS ADEQUATE--- FOR THE ROOF BOTTOM CHORD 10 a,b 5 L/240 L/180
ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE USE. ;?A 0
BUILDING AND ITS COMPONENT PARTS DURING ERECTION. B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH PERMANENTLY 7/16" APA PERMANENTLY 7/16" APA OR TECO FLOOR TOP CHORD 40 1 10 L/360 L/ <
TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE INSTALLED TAPCON OR TECO INSTALLED SSW RATED PLYWOOD. FLOOR BOTTOM CHORD 0 5 L/360 L/240
ALL TEMPORARY BRACfNG THAT IS REQUIRED DURING CONSTRUCTION TREATED TO RESIST DECAY. SG's (OR EQUIV.) RATED SAMMY's (OR EQUIV.) _L111 �z I
TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER SPACED ACCORDING PLYWOOD. SPACED ACCORDING a. NEED TO BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE
STRUCTURE IS IN PLACE, BRACING SHOWN ON THE STRUCTURAL TO CHART w/M IN. 2" TO CHART w/MIN. 2" LOAD REQUIREMENTS. L
DRAWINGS IS FOR THE WMPLETED STRUCTURE ONLY. OR IN CONTACT WITH CORROSIVE MATERIALS (ACO. CA-18, CBA-E, EMBEDMENT INTO EMBEDMENT INTO b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR J
ETC.)SHALL BE Z-MAX COATED, HOT DIPPED GALVANIZElb,
STAINLESS STEEL OR OTHERWISE RATED BYTHE MANUFACTURER WALL STUD. OPTION 1 WALL STUD. OPTIOE] MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND ai < ,
DUNDATION: FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, ORI
I GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOW
APPLICATION OF ANY MATERIAL TREATED WITH A PRESSAJRE OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET::
THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT PRESERVATIVE CONTAINING AMPRONIA SHALL REQUIRE-THE DETAIL A THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR z
STANDARDS, RECOMMENIf)ED DESIGN SOIL PARAMETERS, AND EXCLUSIVE USE OF STAINLESS! ASTENERS AND lie
ACCEPTED ENGINEERING IDESIGN PROCEDURES AND IS BASED ON THE rH THE PLYWOCPD SHUTTER ATTACHMENT(PERMANENT)OPTIONS FRAMED OPENING.
BEST INFORMATION AVA4LABLE AT THE TIME OF COMPLETION. THE CONNECTORS. THE USE OF ANY MATERIALTREATED WIT *j% * THE BOTTOM CHORD PITCH IS<2/12. Z
DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE k BOTTOM CHORDS SHALL BE DESIGNM fbR THE GREATER OF
USE OF STAINLESS STEEL FASTENERS AND CONNECTORS.. PLYWOOD WINDOW PROTECTION DETAIL ED
FROM SUBSURFACE CONIPITIONS SUCH AS THE HEAVING OF EXPANSIVE ACTUAL IMPOSED DEAD LOAD OR 10 psf, UMFORMLY DISTRIBUTif
SOIL OR DECOMPOSITIO14 OF SUBSURFACE ORGANIC MATTER. D. STAINLESS STEEL AND ZINC-PLATED (7-NW, HDG, ETC.) OVER THE ENTIRE SPAN. w L
SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED FASTENERS AND CONNECTORS MAY NQT BE COMBINEDi�. USE
ONLY SS FASTENERS WITH SS CONNIE USE ONLY
GEOTECHNICAL ENGINEEIRING FIRM MAYBE USED AT THE DISCRETION INC L
ZINC-PLATED FASTENERS WITH ZI YN-TElll$ONNECTQIiRS.
OF THE BUILDING CONTKACTOR AND/OR BUILDING OFFICIAL AND ALL E. REGULAR INSPECTION AND MAINTEN).NCE4 WOOD, COMPONENT & CLADDING PRESSURES
THIS OFFICE FOR REVIEW. IN THE ABSENCE OF
FINDINGS REPORTED TO 1 00
A GEOTECHNICAL ENGINEERS REPORT,THE E.O.R. DOES NOT ACCEPT WOOD-BASED AND METAL PRODUCTS US D I A tA A A A A
R9WDOOR NOTE:
CE CONDITIONS WHICH MAY LEAD TO OR OTHER CORROSIVE ENVIRONF%�ENTS OR APPLICATIONS IS ROOFS : 0/12 - 2/12
LIABILITY FOR SUBSURFA 0 A END ZONE INMENSION, SEE FIR
-TIC DAMAGE TO THE STRUCTURE. SHEETS.
STRUCTURAL OR AESTHE, NECESSARY FOR CONTINUED, LONG-TERM SATISFA(CTORY I
-EXPANSIVE SOIL WITH AN PERFORMANCE. 3 11 113 EN I NG SIZE OR d) T
DESIGN HAS BEEN BASED ON A NON A A A 0 APPLY INTERIOPR ZONE o/c NAIL SPACING TtBUTARY AREA IN
ALLOWABLE SOIL BEARINI(G CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf -- 7 (SEE FIR SHEET4 TO ZONES I&2. QU 1 0 <
L 1) T 4) :::] ARE FEET
(LEVEL BACK SLOPE). NO)TIFY THE ENGINEER OF RECORD AND CEASE T 0 APPLY END ZOWE o/c NAIL SPACING(SEE N H N H N H
CONSTRUCTION IF ADVEOSE OR OTHERWISE NON-CONFORMING 2 � \ 2 FIR SHEETS)TO 7AONE 3. 0-20 13.6 33.4 13.6 56.0 13.6 84..2
CONDITIONS ARE FOUND TO EXIST. 21-50 2.7 32.5 12.7 50.3 LL M E
2 1> 2 0 ZONES SHOWN APPLY TO THE ZONES 1 12.7 701.-1
MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR SHOWN IN THEADJACENT COMPONENT 51-100 lik 1 31.4 116 42.7 1 11.6 56.3
5 SHALL BE 2500 psi @ 28 DAYS. \11...
i t 36.2 1 10.7 36..2
FOUNDATION AND SLAB- MASONRY: AND CLADDINQ IROOF PRESSURES. OVER 100 j 10.7 1 30.5 1 10.7
ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7.
BACKFILL ADJACENT TO 5-OUNDATION WALLS SHALL NOT BE PLACED A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH AU
UNTIL THE WALLS HAVESUFFICIENT STRENGTH AND HAVE BEEN
530/ASCE 5/TMS 402 MASONRY BUILDING CODE. ROOFS : 3/12 - 6/12
ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOILLOW
TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED NING SIZE OR
THROUGHOUT CONSTRUICTION TO PREVENT MOVEMENT OF LOAD-BEARING CONCRETE MASONRY UNITS,TYPE 1, GRADE N-1, TR UTARY AREA IN
NORMAL WEIGHT, WITH A MINIMUM COMPRESSION STIRENGTH OF
RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM UARE FEET
2000 psi (Fm=1500 psi). W H N H N (4
COMPLETION. IT IS THE WSPONSIBILITY OF THE CONTRACTOR TO -NI 9
C. MORTAR SHALL CONFORM TO ASTIM C270 AND BE OF TYIPE S. A A 0-20 19.2 30.5 19.2 53.1 19.2 78$..ro
ADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO
MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE D. GROUT WHEN SPECIFIED,SHALL CONFORM TO ASTM CX,76 WITH 21-50 17.5 29.7 17.5 48.9 17.5 7Z..9
OF ACTION TO TAKE IN OCDER TO PROVIDE ADEQUATE TEMPORARY MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi�. GROUT 51-100 15.3 28.6 15.3 43.2 15.3 6-1.,3 c.0.A.
SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11".. 41 7 WAL
BRACING/SHORING, COWTACT THE ENGINEER OF RECORD FOR '10VER 100 13.6 1 27.7 13.6 39�O 1 13.6 6tk GREEN COVE
ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENIN14GS PER FL. 32
STRUCTURAL PLANS UNLESS NOTED OTHERWISE. TEL: 904.'9
FOOTINGS SHALL BEAR UIPON UNDISTURBED SOIL OR UPON SOIL l> FAX: 9 0 4.,'
F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20".
COMPACTED TO A DENSITY OF MIN. 95%o OF MODIFIED PROCTOR v ROOFS : 7/12 - 12/12
G. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" 1 1 1 1
MAXIMUM DRY DENSITY(ASTM-D 1557) FOR A DEPTH OF AT LEAST 0/c VIERTICALLY. U2,
TWO FEET(T) BELOW T14E BOTTOM OF THE FOOTING. REINFORCING WIRE SHALL CONFORM TO ASTM A82 ANDASTM 0 NING SIZE OR
ALL CONCRETE SLABS ONI GRADE SHALL BE THE THICKNESS AS A167 TYPE 304. 2 2 TRI TARY AREA IN d) REVIS
L ------L___ /_ UARE FEET W H N N 0
INDICATED ON THE DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE A A a A
1 1 3
3 0-20 30.5 33.4 30.5 39.0 30.5 390.-0
VAPOR BARRIER. SUCH 5LABS SHALL BE REINFORCED WITH 6x6
Wl.4xl.4 WWM LAPPED g3" AT EDGES AND ENDS IN CONFORMANCE 21-50 29.7 31.7 29.7 29.7 3-1.4
WITH ASTM-A 185, OR FJIBER MESH REINFORCEMENT SHALC BE USED HIP ROOF 51-100 28.6 29.4 28.6 28.6 1 35,1
WITH THE MINIMUM 2" jFIBER LENGTH AT(1) LB/YD COMPLYING WITH GABLE ROOF ROOF ZONES VER 100 1
ASTM-C 116. 27.7 1 27.7 27.7 27.7 35A
FILL UNDER CONCRETE SILABS SHALL BE CLEAN SAND FREE OF DEBRIS
NOTE:
AND OTHER DELETERIOU'S MATERIAL. FILL SHALL BE COMPACTED TO A STEEL: & A END ZONE INIMENSION, SEE Fk WALL PRESSURES JOB NL
DENSITY OF AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY
SHEETS.
DENSITY(ASTM-D 1557). FILL SHALL BE TREATED WITH TERMITE A. DETAIL, FABRICATE,AND OR ERECT STEEL ACCORDING TO AISC OPENING SIZE OR J34
POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING "SPECIFICATION FOR THE DESIGN, FABRICATION,AND ERtCTION OF 0 APPLY INTERIOPR ZONE o/c NAIL SPACING TRIBUTARY AREA IN
STRUCTURE FROM WDO",-$ MUST BE INSTALLED AT LATER DATE. STRUCTURAL STEEL BUILDINGS". (SEE FR SHEETS))TO ZONE 4. SQUARE FEET
APPLY END ZONIE 0 c NAIL SPACING(SEE N H N 0-
WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH B. STRUCTURAL STEEL SHALL BE ASTM A36,EXCEPT AS NOTIED BELOW: 0-20 33.4 36.2 33.4 44.3 SHE
COARSE GROUT OR PEA ORAVEL CONCRETE WITH THE MINIMUM * PIPE-ASTM A53,TYPE E OR S,GR.B FR SHEETS) TO;20NE 5. 1 -
COMPRESSIVE STRENGTHI OF 2500 psi AT 28 DAYS. o TUBE -ASTMI A500 0 ZONES SHOWN tAPPLY TO THE ZONES 21-50 31.9 34.8 31.9 411.4
MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS C. ALL BOLTS,ANCHOR BOLTS,AND THREADED RODS SHALL BE ASTM SHOWN IN THEADJACENT COMPONENT 51-100 30.0 32.8 30.0 1 31-19
FOLLOWS: A307 UNLESS NOTED OTHERWISE. AND CLADDING; WALL PRESSURES.,� OVER 100 28.3 31.1 28.3 1 34�8 c
• CONCRETE CAST A�6AINST EARTH - 3" D. HEX NUTS AND COUPLERS USED FOR BOLTS,ANCHOR BCOILTS,AND 0 ALL WINDOWS,,[DOORS,AND EXTERIOR
• FORMED CONCRE-TE EXPOSED TO EARTH OR WEATHER- 11/2" THREADED RODS SHALL BE LOW CARBON STEEL AND MEIFET OR 5 VENEERS SHAUL MEET OR EXCEED THE
• INTERIOR SLABS, \oVALLS- 3/4". EXCEED THE CAPACITY OF THE CORRESPONDING ASTM A-107,A36, COMPONENT AIND CLADDING PRESSURES.
GARAGE DOORS
REINFORCING STEEL SHAlLL CONFORM TO ASTMI A615 GRADE 40 SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUJIPLERS 5 _% I PRO
LONGITUDINAL REINFORCING IN WALLS AND FOOTINGS SHALL BE USED FOR HIGH STRENGTH BOLTS,ANCHOR BOLTS,AND THREADED LENGTH OF 50 ft2 & LARGER loo ft2& LAW E R ENGIjs
CONTINUOUS AT CORNEFk6 AND INTERSECTIONS. MATCHING CORNER RODS-ASTM A449 OR SIMILAR-SHALL BE HEAVY HEX Ai�TM A563 DOOR IN
BARS SHALL BE USED. MIINIMUM LAP OF REINFORCING SHALL BE 25" GRADE DH. ENDZONE
FOR#5 BARS AND 20" FOf9#4 BARS. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCQIRDANCE A #** 11
5 5 30.0 33.4 28.3 313
ALL CONCRETE OPERATIGINS, INCLUDING BUT NOT LIMITED TO MIX WITH AWS D1.1.
1 2' 30.0 34.1 28.3 31..5
DESIGN, MIXING, TRANSptORTING, PLACING, REINFORCING DETAILING OY!�N "A.
3' 30.0 34.7 28.3 31-8
U
7
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6-1
ZX
--- ---- LPE V I S
37.6
35.1
33.4
L� OB N L
J 3 4
LE
r4Y�N
AND PLACING, CURING,AqND TESTINq SHALL BE DONE IN ACCORDANCE .PKrqF4S!
4' 30.0 35.3 28.3 31.0
WITH THE REQUIREMENTS AND APPKATION OF ACI 301, "E N-r.I r,
L.L
rFl
"SPECIFICATIONS FOR STMUCTURAL rOjjCRETE". WALLS 40 51 1 30.0 36.0 28.3 32!..2
A A r
WALL ZONES
61 1 30.0 36.6 28.3 31,51 410
1 2
..IF-
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
INTERIOR ZONES END ZONES
SIZE ZONES 1 &2 ZONE 3 IN [3oO WE TRUST
8d RINGSHANK 8d RINGSHANK
EDGE FIELD EDGE FIELD
611 o/c 12" 0/c 411 o/c I 4'�o�/c
WALL SHEATHING
2x8#2 SYP LEDGER NOTE: SEE SHEAR WALL LEGEND FOR WALL
ATTACHED TO EACH SPECIFIC NAILING PATTERNS WHERE APPLICABLE
EXISTING STUD w/(7) EXISTING 2nd FLOOR EXTERIOR
.131x3" NAILS. WALL INTERIOR ZONES END ZONES
ZONE 4 ZONE 5
(1) CS16 @ BASE OF REMOVE EXISTING END TRUSS SIZE 8d COMMON 8d COMMON
EVERY OTHER STUD INSTALL 2ply 1-3/4"x16" LVL EDGE FIELD EDGE FIELD
NEW OPENING. PROVIDE
TO NEW RAISED BEAM 7/16" 6" o/c 12" o/c 6" o/c 6" o/c
TEMPORARY SUPPORT FOR WALL
BELOW.
& ROOF ABOVE, BY BUILDER. EXTERIOR STUCCO FINISH REQUIRES
INSTALL NEW 2x6 or 2X8#2 SYP SHEATHING TO BE APPLIED WITH THE LONG
DIMENSION PERPENDICULAR TO THE STUDS OR
RAFTERS ADJACENT TO EA. EXISTING
TRUSS TOP CHORD, MIN. 24" o/c. THE USE OF 15/32"SHEATHING.
ATTACH EXISTING TRUSS TOP
CHORD TO RAFTER w/(1) ROW OF
.13 1x3" NAILS @ 6" o/c STAGGERED. SHEAR WALLS
A INTERIOR ZONES END ZONES
EXISTING HEADER EXI%TING HEADER (1) H8 @ EA. NEW RAFTER TO HDR. ZONE 4 ZONE 5
si LABEL
SUPPORT POST TO SUP41PORT POST TO EXISTING FLOOR SYSTEM 8d COMMON 8d COMMON
REMAIN. STRAP HDR. REMAIN. STRAP HDR. DGjE FIELD EDGE FIELD
--------------------------------
TO POST w/(2) TO RPOST w/(2) ------ --- ---------------------------- 11 SW3 3" o/c 12" o/c 3" o/c 6" o/c
MSTA24's w/LTT20B @ ---------- ---------- 1 11 " o/c
MS�-,A24's w/LTT20B @ SW4 4" o/c 12" o/c 4" o/c 6" o/c
BASE. B A S4 E. EXISTING HEADER TO REMAIN PORTION OF EXISTING EXTERIOik SW6 6" o/c 12" o/c 6" o/c 6" o/c
(FULL SPAN, CORNER TO CORNER) WALL TO BE REMOVED PER PLA.)N.
2x4#2 SPF PLATE ATTACHED EXISTING TRUSS BOTTOM
TO EXISTING HEADER w/ CHORD &WEBS TO BE WINDOW SILL/HEAD U
.13.10" NAILS @ 6" o/c. REMOVED.
ATTACHMENT
B Z
OPENING WIDTH ATTACHMENT
z
0-7' (4) .131x3"TOENAILS
RAISEID BM. @ NEW 7'-11' (6) .131x3"TOENAILS 0
OPENING PER A/Sl WALL SHEATHING 2x4#2 SPF STUDS @ 16"o/c
PER SCHEDULE w/(2) KING STUDS @ EA. IV-16' 1 (2) A34's
I ------------ ----- -------- OPENING.
F--------- --------------------- ---- ------- 9 HEADERS
+- (42:6-1/21 �w
EXISTING SLAB
2x4#2 SYP P.T. SHOE
@
/NEW BM. TO 3ply #OF PLIES LNUMBER OF KING M
PLATE ATTACHED TO
F 26�OST FOUNDATION W/1/411
#2�Pf x3'
NOMINAL SIZE OF STUDS EACH SIDE
W/HTT5 @ IBASE. TAPCONS @ 12"0/c. HEADER (#2 SYP) (RAISED HDR IF
NUMBER OF JACK LABELED "RSD". z
z
STUDS EACH SIDE
IL
-WOW-w
En z
N
STUD WALL LEGEND
j I
BEARING WALL.
-j
F
USE 2K#2 SPF 2x4#2 SPF @ 16" o/c.
STUD SUPPORTS 0
H lill
MIN. SECTION A/S1 2x4#2 SPF @ 12" o/c. L9 ci
2x6#2 SPF @ 16" o/c.
SCALE: 1/2"=f-0` 0
————/71 r- T_ 4 z
2x6#2 SPF @ 12" o/c.
r N z
F I I /11 \ = OTHER, SEE PLAN
r--- 0 >
r------- 1 11 F_
IL� U
Al
L END-ZONES
LL m LL
L----- ---
CORNERS IDENTIFIED& t--- T-O"
</ mummmmill _j
_0�_ DIMENSIONED INDICATE
L-----4 4z�l 1 1 1 WALLS SEGMENTS WHERE
F FIRST NEW VAULTED END-ZONE PRESSURES SHALL
9
------I L_J_ RAFTER 0
I F =IF====:g APPLY TO COMPONENTS & I
r------I I III IF---- It 1)
CLADDING. ALL OTHER AREAS 0
-----41 1 MAY USE INTERIOR-ZONE MIMI
I I III Pr
J�L _= `:�_, I I 2x4 OUTLOOKERS @ 24"
_= _!�j' I LE PRESSURES FOR
------I I L---- ------- o/c, SEE BALLOON COMPONENTS &CLADDING.
r I I m_j I—
L FRAME DETAIL L/FRD. li� I I P� yl
4 1 P0111011111
___a lop
L -------
#26B94
41 7 WALNUT ST.
SLOPING 2ply 2x6#2 SYP GREEN CEtVE SPRINGS,
4--------------------------------- ------------------------------------ TOP PLATE ATTACHED W/ FL :32043
TEL: 904.2B4. 1 738
1-18s @ 32" o/c TO STUD 'NOTE! FAX: 9[34.2B4.7963
OR HDR BELOW. EXISTING GABLE TRUSS
& HDR. BELOW TO BE
BALLOON] FRAME VAULTED WALL w/2x6 REMOVED. REV151ONS
#2 SPF STUDS @ 16" o/c.
AT OpLQNING(S) USE (2) 2x8 HDR w/(1)
JACK& (2)i IKINGS. ATTACH EA. KING STUD
& EVERY OITHER WALL STUD TO TOP PLATE
w/(1) H8 &t TO SHOW PLATE w/(1) SPH6).
2x6#2 SYP P.T. SHOE PLATE EXISTING SLAB JOB NUMBER
ANTTACHED TO FOUNDATION W/
SJIUBBIES @ 24" o/c. SEE DETAIL J 34 5B
6/TDD FOR OPTIONS. SHEET
s
SECTION B/Si
SCALE: 1/2"=V-0" RRdJECT
ENE31NEER
MLnrR;z
FRAMING PLAN -PFZ0FkI1t4AL:-
SCALE : 1/4"=V-0" F I L-LiCrZ_NSE NO.
1 c)
NAIL ROOF/FLOOR NAIL ROOF/FLOOR NAIL ROOF/FLOOR
SHEATHING TO TOP SHEATHING TO TOP SHEATHING TO TOP 211 2"t 211r:
CHORD OF TRUSS w/8d
(ROOF) OR 10d (FLOOR) CHORD OF TRUSS w/8d CHORD OF TRUSS w/8d 1 5/8'�
tf (ROOF) OR 10d (FLOOR) (ROOF) OR 10d(FLOOR) �q 811 ROOF SYSTEM ROOF SYSTEM
NAILS @ 3" o/c.
2 1/2"
NAILS @ 3" o/c. NAILS @ 3" o/c.
2x#2 SYP CONTINUOUS ENGINEERED =4" ROOF SHEATHING
ENGINEERED FROM TOP PLATE OF TRUSS (ROOF OR ENGINEERED TRUSS (SEE FR SHEETS)
ATTACH EACH BRACE 7/16" THICK(MIN.) op 0 ROOF SHEATHING IN GOD
TRUSS (ROOF SHEATHED-WALLTO FLOOR). (ROOF OR FLOOR). SHEATHING w/3"O/c 8d (SEE FR SHEETS)
OR FLOOR). ADJACENT TRUSS. 2x TO TOP/SILL PLATE w/ 2" 15/8"
(4) .13lx3" NAILS. 2x4#2 SYP NAILER NAILING. BLOCK ALL 11/2"
MUST MATCH OR EXCEED ATTACH EACH UNSUPPORTED PANEL APPLY"EDGE" APPLY "EDGE" ------
LENGTH OF BRACE TO EACH ATTACHED TO TRUSS EDGES w/2x BLOCKING. (1) ROW OF 10d (1) ROW OF 10d (3) ROWS OF 10d NAILING TO NAILING TO
NAILTRUSS, TRUSS BOTTOM 2x4#2 SPF LEDGER NAILS @ 6" o/c @ 4" TOP PLATE TOP PLATE TOP pLAITE
SHEATHED-WALL. ATTACHED TO TRUSS BOTTOM CHORD w/ NAILS C IDA LOWER TOP TOP PLATE LOWER TOP
BOTTOM CHORD .13lx3" NAILS @ 3" o/c. ATTACH SHEATHING TO STAGGERED, STAG(�iERED, I NAILS @ 8" o/c, PLATE. ADD (1) PLATE. ADD (1) KTOP F
TO 2x BLOCKING NAIL 2x BLOCKING TO TOP CHORD w/(3) w/(4) .131x3" NAILS @ ATTACH SHEATHING TO WITHIN 3/4" OF 1/4" of F PLATE STAGGERED AS ADDITIONAL ADDITIONAL
I LS .13lx3" TOENAILS. EACH INTERSECTING TOP PLATE'S W/8d SHOWN, EA PLY.
w/ .1310" NJAILS . PLATE w/ .13lx3" NAILS @ TRUSS MEMBER. USE NAILER W/8d CENTERLINE OF OF-,2x6. ROW OF 8d ROW OF 8d
@ 3" o/c. 311 0/c. COMMON @ 3"o/c. COMMON @ 3"o/c. 2x4 NAILS TO UPPER
2x4#2 SYP BRACES @ WHEN BOTTOM EXTERIOR WALL NAILS TO UPPER
11.25" MAX. 12" o/c ALONG WALL CHORDS ADJACENT TO 16" MAX. 2x4 r 2 x6 I r 2xg _j TOP PLATE @ 6" STUDS-SEE -INTERIORWALL TOP PLATE @ 6" EXTERIOR WALL
o/c (STAGGER INTERIOI�WALL
LENGTH. WALL ARE AT FRAMING PLAN STUDS-SEE o/c (STAGGER STUDS- SEE STUDS-§EE
DIFFERING HEIGHTS. TYPICAL CONNECTION OF ALIlL STUD COLUMNS,JACK TO KING NAILS BETWEEN FOR SIZE NAILS BETWEEN
ASSEMBLIES, CORNER posiffS, ETC. INCLUDING 2ply STUD ROWS). FRAMING PLAN ROWS). FRAMING PLAN FRAMIN(§ PLAN
MEMBERS. SEE STRUCTURAgL FRAMING PLAN FOR NUMBER FOR SIZE FOR SIZE FOR SIZE-
OPTION #1 OPTION #2 OPTION#3 OF PLIES. FASTEN WALL SHLFATHING-TO-POST W/MIN 8d's WALL SHEATHING WALL SHEATHING FLOOR SHEATHING
TRUSSF-S PARALLEL TO TRUSSES PARALLEL TO TRUSSES PARALLEL TO @ 12" o/c OR GYPSUM-TO-JPOST W/MIN 5d's @ 4"o/c. IF (SEE FR SHEETS) (SEE FR SHEETS) OVER ADHESIVE
INTERIOR, SHEATHED WALL SHEATHED WALL OR CMU INTERIOR SHEATHED WALL MORE THAN 3 PLY'S ARE USLED, CONNECT EACH OUTER PLY
WALL
TO SHEATHINIIG AS SPECIFIED.
INDEX SHEATHIING--�� SHOE PLATE SHOE PLATE SHOE PLATE SHOE PLATE
k/FRD SHEATHED WALL TIE-IN DETAILS (TRUSSES PARALLEL WITH WALL) D/FRD POST CONNECTION DETAIL AS REQUIRED TO
PROVIDE FULL I"
CONTACT WITH FOUNDATION -SEE FD SHEI
ETS --Vr�
NAIL MDOF/FLOOR SHEATHING NAIL ROOF/FLOOR SHEATHING TO TOP PLATE.
TO TO TOP PLATE TOP PLATE
TOP CHORD OF TRUSS AND BLOCKING
P CHORD OF TRUSS W/
8d (ROOF) OR 10d (FLOOR) w/8d (ROOF) OR 10d (FLOOR) NAILS 1-STORY WALL SECTION
RIBBON BOARD
NA LS SPACED @ 6" o/c. SPACED @ 6" o/c.
FOR WALL AND
PROVIDE LL
A -7 7 FLOOR FULL-DEPTH 1211 WALL SHEATHING
A SHEATHING BLOCKING (MIN. 1.5"THICK) 12-11 (SEE FR SHEETS)
2
7
ATTACHMENT
BETWEENTRUSSES ABOVE T EXTERIOR WALL INTERIOW WALL
SHEAR-WALL BELOW. STUDS-SEE STUDS- §EE
IALL
Al FRAMING PLAN FRAMIN6 PLAN
ATTACH CONT.
/v_7
AE�THING ROOF OR x
FOR SIZE FOR SIZE
2x4#2 SPF T
ENGINEERED FLOOR SHEATHING TOP PLATE
ER PLAN FLOOR HORIZ. 2x4#2
HORIZ. TO 2x4 TRUSS (ROOF 2"
SPF BLOCKING
TRUSSES EDGE NAILING FIELD NAILING SIZE
BLOCKING w/ 10d
BETWEEN OR FLOOR). 2ply 2x (MATCH WALL STUD)
SIZE
FNAILS
NAILS @ 6" o/c& NAILS GRADE:
EACH TRUSS 10d COMMON 10d COMMON
Z ul
WITHIN 2" OF (3) 10d @ EACH ATTACH BLOCKING 21 23/32" 611 0/c 6" o/c NA
IL (2) ROWS OF .131x3" NAILS @ 12"o/c
TRUSS VERTICAL.
TOP OF TO TOP PLATE W/ PATTERN STAGGERED. SHOE PLATE E PLATE
HO
FULL HEIGHT TRUSS HEEL. .131x3" TOENAILS @ S
WALL 4 11 o/c IN (2) [J�P� MIN. 24- W/(24) .13-lx3" NAILS IN LAP
SHEATHING STAGGERED ROWS. 2 OR 3 PLY 1-3/4" MEMBERS FOUNDATION -SEE FD SHEETS
NOTE: THIS DETAIL APPLIES TO PER PLAN * MINIMUM OF (2) ROWS OF 124 (3-1/4") NAILS @ 12" o/c. MATCH SIZE, GRADE&QUANTITY OF ALL 2nd SHOE PLATE
TRUSSES W/ HIGH END HEELS OR (SHOE PLATE HIGH HEEL ROOF TRUSS r FLOOR TRUSS I NOTE: THIS DETAIL APPLIES TO * MINIMUM OF (3) ROWS OF 12160 (3-1/4") NAILS @ 12" o/c FOR 14" FLOOR MULTI-PLY STUD COLUMNS W/ J
VERTICAL WEBS UP TO 10' IN TO UPPER TOP TRUSSES w/ HIGH END HEELS OR AND DEEPER BEAMS. BLOCKING IN FLOOR SYSTEM AND W/Ist SIZE 2x (MATCH WALL STUD)
HEIGH1. PLATE) VERTICAL WEBS UP TO 18" IN HEIGHT. * NAILED CONNECTIONS REQUIW AN ADDITIONAL ROW OF NAILS FLOOR LEVEL STUD COLUMN, U.N.O. GRADE- #2 SYP (PT ON CONCRETE) 2-STORY WALL SECTION v
..&- r-OPTIONAL CUT SECTIONS (A) WHEN NAIL SIZE IS SMALLER lf"AN SPECIFIED ABOVE(MIN. .128"x3"). NOTE: 'fASTEN 2nd FLOOR SHOE PLATE TO RIM j
OPTION #1 OPTION #1 * NAIL FROM BOTH SIDES OF 3-1511Y MEMBERS (MRD WITH .13lx3" NAILS @ 8" o/c.
TRUSSES PERPENDICULAR TO TRUSSES PERPENDICULAR 2 PLY 3-1/2" MEMBERS AND 4PLY 10/4" MEMBERS m
S H EATH E D WALL TO SHEATHED WALL MINIMUM OF (2) ROWS OF 11121" BOLTS @ 24" o/c STAGGERED.
I IT
R WITH WALL) E/FRD BEAM CONNECTION DETAIL K/FRD TYPICAL WALL SECTIONS
I/FRD SHEATHED WALL TIE-IN DETAILS (TRUSSES PERPENDICULA
10-
Es Z
Zx8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS &TRUSS TOP 2x4#2 SYP "X" BRACING. LOCATE @ PEAK
CHORD OR BLOCKING w/(3) .13lx3" TOENAILS. AND SPACE EACH SIDE PER SCHEDULE --2x BLOCKING @ ALL ROOF SH'EA7hAIG PANEL EDGES -
BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ BELOW. "X" BRACING MUST SPAN MIN. 8' WITHIN 4'OF END,,OF GABLE. IF DISTANCE FROM SUB w
lx4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS FROM GABLE WALL AND ATTACH TO 2x4 FASTEN ALL ROOF SHEATHING TO ALL FRAMING FASCIA TO lst OUTLOOKER
ENGINEERING w/(2) 8d NAILS PER INTERSECTING TOP MEMBERS w/8d RING SHANK NAILS @ 4"o/c EXCEEDS 32", DOUBLE 10
VERT. @ MID POINT w/(3) .131x3" NAILS w CJ
CHORD. LAP SPLICES MIN. (2)TRUSSES. FROM EACH SIDE OF "X" BRACING. WITHIN 4'OF END O�GABLE RAKE. OUTLOOKER ONLY.
0
BRICK VENEER 2x4#2 SYP OUTLOOKERS
#2 SPF CRIPPLES @ 4- o/c PER MAX."X"BRACE I
MAX HEIGHT @ 24" o/c (MAX RAKE = 24o/c w/(1) H5 @
SCHEDULE BELOIN. ATTACH TO SPACING
2ply 2x(SEE ABOVEROOF EACH TO TOP CHORD OR TOP PLATE. FASTEN
RAFTER w/ (3) .13lx3" NAILS. (1) SPH @ LOWER ROOFPITCH o/cSPACING Am
PLAN FOR SIZE DECK = 12'-8". OlUTLOOKERS TO FIRST F LHEIGHTTRUSS
2x6#2 SYP TOP PLATE TO TO 4/12 8'o/c TOP CHORD w/(3) .13lx3"T ENAILS. ADD 2x N
AND SPACING) CRIPPLE MAX HT. DOUBLE END POST.
ROOF DECK BRICK VENEER TIES SHALL BE NO. 9 RAFTERS @ 4/12 TO 7/12 6'o/c BLOCKING BETWEEN ALL TLOOKERS ABOVE 0
U.S. GAGE WIRE OR NO. 22 U.S. GAGE 24" o/c. 2x4 61-311 ABOVE 7/12 4'olc TOP PLATE/CHORD TOE ILED @ 6"o/c.
x 7/8" CORRUGATED AND SHALL 2x4 w/ lx4'IT" BRACE 9'-10" N V
ELEVATIO IEW LL m
HAVE A HOOK EMBEDDED IN THE 2 4 w/2x4'IT" BRACE 1 ll'-211
MORTAR JOINT. TIES SHALL BE X ........
L6x6x5/16" 'A ACH#2 SPF'IT"BRACE TO CRIPPLE
SPACED NO MORE THAN 18 INCHES W/.1310" NAILS @ 4"o/c. "DROP TOP" BLE SLOPE TOP PLA I E
STEEL ANGLE HORIZONTALLY AND VERTICALLY AND
ATTACHED TO END TRUSS. TO MATCH ROOF
EACH 2ply POST ROOF FRAMING SHALL BE ATTACHED THROUGH THE 2x4#2 SYP BLOCKING @ "X" 2x "L" BRACE @ PITCH.
WALL SHEATHING TO THE WALL (3) .131x3" TOENAILS @ BRACE LEG. TOENAIL TO
w/(2) 7/16"x4" STUDS. TIES SHALL BE PLACED 41 0/c M r!S". CRIPPLE TO TOP CHORD TRUSS TOP CHORDS w/(3) VERTICAL WEBS
SPECIFIED BY D GATED
LAG SCREWS. WITHIN 12" OF ALL WALL OPENINGS. 'T OR BLOCKING BELOW. .13lx3" TOENAILS. TRUSS ENGINEE G,
NOTE: FOR ROOF PITCHES GREATER THAN 7/12 (3) .13lx3" 2x4#2 SYP LATERAL BRACING WHERE APPLIC E.
TOENAILS @ WALL SHEAT G
BUT NOT moFtE THAN 12/12 SHALL HAVE w/(3) .13lx3" NAILS TO EACH
RAFTER TO 2ply INTERSECTING TRUSS BOTTOM E111111111111111111 M91
EEL PLATE STOPS WELDED TO LA"--, (SEE Fill SHE
3"x3"xl/4" STL 2x4#2 SYP CHORD AND (2) H2.5s OR(2)
ATTACH BOTT C.O.A.
THE ANGLE Air 24" o/c ALONG THE ANGLE. ROOF TRUSS VALLEY NAILER FWOOIq FRAME 1-15s TO DROP TOP GABLE END CHORD OF GA 1 417 W)
BRICK VEr4EER OVER ROOF DECK BRICK VENEER WALL ES TOP CHORDS. ATTACHED TO TRUSS. MATCH SPACING OF --- - ---- -TRUSS TO TOP LL L--- [3REEN CO
ALL "I" BRACING. 2x4#2 SYP VERTICAL BETWEEN "X" BRACE& FL a
FBCR703.7.4 I PLATE w/.131 TEL: 904
r-OC R703.7.2.1 INTERSECTING ATTACH TO TOP AND BOTTOM CHORD OF FAX: 904
kIF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP TRUSS w/(3) .13lx3" NAILS. ATTACH EACH� TOENAILS @ 6 c. 2x BALLOON
ABOVE TRUSS TOP CHORD,ADD 2x4#2 CHORDS w/(2) "X" BRACE TO VERTICAL w/(3) .131x3" NAR�S_ . EXTERIOR STU R FRAMED STUDS,
-%PF BLOCKING BETWEEN ADJACENT .13lx3" NAILS. CMU WALL,SE LAN SEE PLAN
TRUSS TOP CHORDS AND ATTACH w/(3) 111 -1 REVI !
.2 PLATFORM OR
.1, 3lx3" TOE-NAILS PER END. BALLOON FRAMED
F/FRD OVERFRAMING DETAIL G/FRD PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL
ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER lo/cm,
ATTACH SHEATHING TO TOP PLATE W/3Y
HEADER PER NAILING &TO HDR w/(2) ROWS OF 6" ac 8d NAILS. 2x4 PLANK ORIENTED
SIZE OF STEEL ANGLE NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE PLAN
BRACES @ 48"o/c.
NAIL LEAD KING SITIVD TO JOB N
L3x3xl/4 61-011 41-611 T-011 . . . . . . HEADER OR TOENAIL PER 3"o/c 8d NAILS. ATTACH TO TOP CHORDS
y : : , , * (1) MTS12 OR
L4x3xl/4 81-011 61-01' 41-611 IF> 16",ADD SCHEDULE BELOW (1) MSTA18 NO HORIZONTAi w/ (4) 10d TOENAILS)
101-0fo CRIPPLE STUDS FASTEN FLOOR DECK146
L5x3-1/2x5/16 81-011 61-011 STRAP JOINTS ALLOWED. '16
@ 16" o/c. 2x BLOCKING ;FO \�
L6x3-1/2x5/16 14#-01l 91-61 71-011 KING TO HDR ONAILING CORNER OF TO LATERAL BRACE w/�4)
3"o/c 8d NAILS*. SH
2-6x3-1/2x5/16 20f-011 121-011 91-611 ATTACH HEAD ARCH WINDO SIZE .131)0" NAILS CHIMNEYTO 10d COMMON NAILS.
TOJACKSTUD w/(2) .13lx3' RAFTER/TRUSS
2x4 (2f_Pf R PLY SH HEADE
FLU
NOTES: A�VE A LENGTH OF BEARING NOT LESS THAN 4". SCHEDULE ON NAILS/END. 2x6 (3) plER PLY 2x4#2 SYP BLOCKING TOPCHORD 2x4 DIAGONAL BRACE 0 FF
a. LINTELS SHALL H FR SHEETS. ATTACH SHEATHING TO - OR 2x4 48" O/C. ATTACH
b. LONG LEG OF ANCjII_E SHALL BE PLACED IN A VERTICAL POSITION. 2x8 (4) plER PLY BETWEEN TRUSSES
APPLY EDGE JACK STUD(S)/HEAD& BLOCKING
c. CONTACT THIS OFf ICE FOR OPENING PARAMETERS EXCEEDING THOSE SHOWN. NAILING TO SILL PLATE w/NAILING 2xlO (5) ptER PLY BELOW CHIMNEY DIAGONAL BRACE TO
I Ow. LATERAL BRACES w/(4)
WALLS w/(4) .131x3" 3N o/c 8d NAILS."-,
LEAD JACK STUD 9-1/4,, (5) pf R PLY cm,
PRESCRIBED PER WALL TOE/END NAILS AT 10d COMMON NAILS AT
ATTACH SILL TO SHEATHING SCHEDULE 9-1/2" (5FPljER PLY NO HORIZONTAL EACH END. PRC
EACH END OF JOINTS ALLOWEQ� ENG
JACKSTUD ON R SHEETS.
2x12 (6) pf R PLY BLOCKING TO TOP
2x4 PLANK ORIENTED
SCHEDULE ON 11-1/4" (6) pf R PLY CHORD OF TRUSS OR
FR SHEETS. ROOF TRUSS BRACES @ 48" o/c.
11-7/8" (6) pjER PLY RAFTER.
TOP CHORDS. ATTACH TO TOP OF
BRICK INTELS OVER OPENINGS 1411 (7) pf R PLY 3"o/c 8d NAILS. �.,
IF> 16", ADD 1611 (8) pf R PLY BOTTOM CHORD/FLAWE
FBC R703.7.3 CRIPPLE STUDS DRO' PPED HEAD W/(4) 10d NAILS. eFlI�Al"
18" (9) pf R PLY
@ 16" o/c. G
-FL, bcE
NOTE: WIN DOW(S)/DOOR(S)TO BE ATTACHED TO FRAMING MEW.BERS IN ACCORDANCE w/APPLICABLE 64,
:/FRD BRICK VENEER DETAILS H/FRD TYPICAL OPENING DETAIL MANUFACTURER'S INSTRUcrioMs- M/FRD CHIMNEY OVERFRAMING WFIll) PORCH HEA R DETAIL P/FRD FLOOR BRACING DTL
'so
SPH4/6/8's SPH4/6/8's' SPH4/6/8
o/c GENERAL NOTES
@ 32" o/c. @ 32" o/c. @ 32" (1) SPH4/6/8 @
32" o/c FROM
HOLD LTT20B TO INSIDE HOLD HTT4 TO INSIDE (1) SPH4/6/8 1. ALL EPDXY CONNECTIONS TO BE MADE WITH simpsoO "AT"
FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR @ KING STUD TOP PLATE TO (ACRYLIC TIE) 2-PART EPDXY, INSTALLED PER MANUFA(ffURER'S
WALLS ONLY). WALLS ONLY). (TOP& HDR INSTRUCTIONS.
(1-0) 16d COMMON (18) 16d x 2-1/2" BOTTOM), 2. NAIL DIAMETERS:
I
(,162) x 3-1/2" NAILS. (.162) x 2-1/2" NAILS. UNLESS 8d COMMON = .131
NOTED 16d SINKER=.148
5/8" EMBED (6"-MONO. OTHERWISE 10d COMMON =.148
1/2" x 6" EMBED 10"-STEMWALL) EPDXIED ON PLAN. 16d COMMON =.162
E-PDXI ED ATR. ATR. 3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO IN�STALLATION
(1) MTS12 @ PORCH- SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMOIV INAILS EACH
SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXP0SED
HDR TO POST,
F� H174:J UNLESS NOTED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED S�Ill
OTHERWISE ON
PLAN. I pll CONDITION
HOLD HTT5 TO INSIDE SHOWN. NOTCHED
HCKLD Hill TO INSIDE HEAIPER APPLIES.
o
FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR o
WALLS ONLY). WALLS ONLY).
(26) 16d x 2-1/2"
(1*) 1/4" x 2-1/2"
(.162) x 2-1/2" NAILS.
SDS SCREWS.
5/8" EMBED (6"-MONO.
5/8" EMBED (6"-MONO.
10"-STEMWALL) EPDXIED
1010-STEMWALL) EPDXIED
ATR.
ATIR. N
A .... ......... PORCH HDR �WOL
F HDU5 I H17 El
L----------- ----------ma SILL PLATE HOLD-DOWN
CS16's (SEE SCHEDULE) SPH4/6/8'§ @
(28" + CLEAR SPAN) @ 32" o/c IMMEDIATELY ADJACENT 32" o/c FROM
HOLD Hil TO INSIDE FROM SECOND FLOOR STUDS TO JACK/KING POST TOP PLAT5 TO
HiOLD HDU8 TO INSIDE :0
ASSEMBLY.
FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR TO HEAJDER BELOW W/(9) 10d STUDS.
WALLS ONLY). 04 WALLS ONLY). COMMON x 1-1/2" NAILS PER
END.. CENTER STRAP ON
(2-0) 1/4" x 2-1/2" CLEAR SPAN. NO NAILS
SIDS SCREWS. (20) 1/4"x 3" REQUOIRED IN CLEAR SPAN. 4/TDD TYPICAL OPENING DETAIL
SDS SCREWS.
-1/8" x 13" EMBED 7/8" x 13" EMBED ROOF BEARING WALL OVER HEADER BELOW (1) MSTA18 @ A-Av—
E-PDXI ED ATR. EPDXIED ATR. PORCH HDR TO
POST, UNLESS
(1) SPH4/6/8 @ KING STUD, NOTED OTHERWISE
UNLESS NOTED OTHERWISE ON PLAN.
HDT8 ON PLAN.
PLATED CONDITION I
SHOWN. NOTCHED
HEADER APMLIES. 0
"DROP TOP" GABLE END TRUSS. 0
HOOLD HDU11 TO INSIDE
(16) 10d COMMON
4.1 FACE OF WALL(EXTERIOR
WALLS ONLY). (.148") x 3" NAILS. -(1) SPH4/6/8 @
-12" O/C FROM TOP
(-30) 1/411 x 2-1/211 PLATE TO HDR. IF GABLE END IS BALLOON
W=*—L
"oz
5PS SCREWS. FRAMED, CONVENTIONALLY
3" MIN. STRAP TOP PLATE TO STUDS STRAP ACROSS
-----\—.4 o
v" x 15" EMBED w
EPDXIED ATR. 3/4" x 12" EMBED B PORCH HDR WALL CLORNER w/ H8s @ 32"o/c. INTERMEDIATE 1A
FLOOR SYSTEM
EPDXIED ATR.
(WHERE
APPLICABLE) W/
CS16s (28"+FLOOR
HDLI11 HGT2/3/4 SYSTEM DEPTH)W/
(11) 10d NAILS
(1) MSTAA24 @ EACH EACH END.
——————- ——————— ————— —- ATTACH BOTTOM CHORD OF
I Z11
PORCH ll TO COLUMN GABLE TRUSS TO TOP PLATE W/
HIOLD HDU14 TO INSIDE (MIN. (4 IVISTA24's PER,
(16) 1/4"0"SDS EITHER MSTA12 STRAPS @ 48"o/c
FACE OF WALL(EXTERIOR COLUMN - OR LTP4 PLATES @ 32"O/C
CREWS.
WALLS ONLY).
311 MIN.
(36) 1/4" x 2-1/2" pCIRCH POST,
c KING
WS SCREWS. (1) 28" CS16 OR MSTA24 0 PORCH HDRI, StEE PLAN.
L STUD w/1 i(q) 10d COMMON x 1-1/2" SEE PLAN.
V' x 15" EMBED 5/8" EMBED (6"-MONO. PER END, UNLESS NOTED OTHERWISE
E-PDXIED ATR.
. 1.0" STEMWALL) EPDXIED ON Pill CENTER STRAP ON
ATR.
BEAMAFLOOR SHEATHING LINE.
HDU14 VGT OPENING OVER RAISED FLOOR BEAM IL
AjBU
3" MIN.�::.
FRAMING CONNECTOR SCHEDULE (112) 16d
CLIP,TIE _07-TT—RAP FASTENERSO SPH4/6/8's QOMMON (.162
_j
H2.5 (5) 8d COMMON x 1-1/2" PER END @ 32" 0/c. 5/8" x 6" EMBED 3-1/2" NAILS. STRAP ACROSS A
INTERMEDIATE
H5 (4) 8d COMMON x 1-1/2" PER END EPDXIED ATR. //1 Ell
FLOOR SYSTEM
z A
H8 (5) lod COMMON x 1-1/2" PER END (WHERE I
MTS12 (7) 10d COMMON x 1-1/2" PER END APPLICABLE) W/
PORCH HDR @ po§T
HTS20 (12) 10d COMMON x 1-1/2" PER END C CS16's (284FLOOR
SYSTEM DEPTH)w/
(16) 16d SINKER x 3-1/4"TO TRUSS 5/TDD GABLE END TIE-DOWN DETAIL (11) 10d NAILS
(14) 16d SINKER x 3-1/4"TO PLATE/POST
EACH END.
(12) 1/4"x2-1/2" SDS SCREWS TO TRUSS
(26) 16d SINKER X 3-1/4"TO PLATE/POST
(12) 1/4"XT' SDS SCREWS TO TRUSS (1)),MSTA24 @
EACH PORCH HDR
(30) 16d SINKER x 3-1/4"TO PLATE/POST
MSTA12 (5) 10d COMMON x 1-1/2" PER END TO COLUMN (MIN.
(2)),MSTA24's PER
MSTA18 (7) 10d COMMON x 1-1/2" PER END C(:ALUMN).
MSTA24 (9) 10d COMMON x 1-1/2" PER END
MSTA36 (13) 10d COMMON x 1-1/2" PER END
MST48 (23) 16d COMMON x 3-1/2" PER END
MST60 (28) 16d COMMON x 3-1/2" PER END 1/2"W' TITEN HD
PORCH HDR, w/CUT WASHER
(6) 10d COMMON X 3"TO STUD SEE [PLAN.
SPI (4) 10d COMMON x 3"TO PLATE 1/2"W' EMBED -IN-PLACE
1/2"0" CAST
(6) 10d COMMON x 3" TO STUD PORCH POST, EPDXIED ATR W/ "J" BOLT w/NUT& CUT SILL PLATE ANCHORS
SP22 NUT&CUT WASHER (SEE SCHEDULE) @ 24"
(6) 10d COMMON x 3"TO PLATE SEE IRLAN. WASHER
(4) 10d COMMON x 1-1/2"TO STUD A O/C AND EACH SIDE OF
EACH PLATE BREAK.
SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE SPH4/6/8's @ 32"
(1) 10d COMMON x 1-1/2"TO SINGLE PLATE u L o/c FROM SHOE
(8) lod COMMON x 1-1/2"TO STUD 28" CS19 OR MSTA24 @ 32"o/c AtIBU OPTIONS PLATE TO STUDS. L
DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE W/(9) :10d COMMON X 1-1/2" (12) 16d
(2) 10d COMMON x 1-1/2"TO SINGLE PLATE PER Ell CENTER STRAP ON 5/8" x 6" EMBED (fkOMMON (.162)
(9) 10d COMMON x 1-1/2"TO STUD BEAMMLOOR SHEATHING LINE. EPDXIED ATR. X�13-1/2" NAILS.
TSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE ALIGN STRAP w/SPH ABOVE.
SPH4/6/80 (12) 10d COMMON x 1-1/2"TOTAL ly
PORCH HDR @ poST C@RNE
A34 (8) 8d COMMON x 1-1/2"TOTAL ROOF BEARING WALL OVER RAISED FLOOR BEAM D
(12) 8d COMMON x 1-1/2"TOTAL
1/TDD MEMBER CONNECTION DETAILS 2/TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PORCH HDR STRAPPING DETAILS 6/TDD SILL PLATE ANCHOR OPTIONS 7/TDD TYPICAL TIE-DOWN DETAIL