780 PARADISE LANE (OREVISIONS B Y)
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54
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S-2 S-2 S-2 S_'2
POST, TYPICAL.
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4'-3 5-6" 9'-5
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11101 ^7 11 /3�\ f ri EMBEDDED IN WALL FTG. EA. OF
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3 GARAGE OPENING SEE 4/S-3. TYP.. U- 4t.
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S �2 SEE 3/S-lA FOR GARAGE
4 PORTAL FRAME DETAIL
L -1 S-1
S-2 EACH END (TYP.)
4" CONCRETE SLAB w/ i - --- _lj
FIDERMESH 0 1.5 LBS/CU.YD. i F _TF__`l
OF CONCRETE OR 6x6 Wl .4xWl.4 I I� I )I i rl�i
BOX COLUMN,
14L IV
WWF ON 6MIL VAPOR BARRIER
IN PREPARED GRADE.--\ --cr) SEE 12/S-3
1,�t�2 (2 PLACES)
r2 It
L
---------------------------
DRILL & EPDXY #4 @ 18" O.C.
& BEND DOWN INTO STAIR.
CONIC. STAIRS 0
s-2 SECONDARY POUR cn
<
#4@ 18" O.C. LJ
r DOWELS BEND
8" CMU STEMWALL w// INTO STAIRS. >
0
FOUNDATION PLAN #5 VERT. HOOKED INTO ll�
FOOTING 0 40" O.C: 4" MIN.
SCALE: 3/16" l'-O"
BEND 2'-0" INTO SLAB
(TYP]) GRADF Z
2-#5 CONT,
IN TYP. FTG a
SEE 1 /s-�� ''
.-A
TYPICAL FTG LJ Cn
WIDTH, SEE
EXTEND TYPICAL FOOTING 0
1/S-2. AT STAIRS & PROVIDE <
#4@ 18" O.C. E,W. r)",
SECTION <
a_
\11L ji SCALE: 3/4 � l'-O"
GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING gUPLIFTCONNECTORSCHEDULE ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER
MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION UaM TRUSS CONNECTIONS SHOWN ON PLAN SHALL LTT20B (SIMPSON) BESTCON HOMES
THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. TRUSS UPLIFT (LBS) SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL '/,00 A307 THREADED WOOD BEAM OR TRUSS QHD1 (QUICK-TIE) SUBDIVISION
RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: TRIBUTARY INTERIOR EDGE STRIP TODOUBLE (1)H8 OR (2)H3 < 745 CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR '/4" QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) PARADISE PRESERVE
DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, BASIC WIND SPEED 120 MPH 2)H8 < 1490 SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTER11OR BEARING LOT UNIT BLOCK
ECT., SEE ARCHITECTURAL PLAN, ARCHITECTURAL PLAN SHOWN AREA (sf) ZONE a =3j-6fp TOP PLATE 2�MTSII 2 < 2000 CONFLICTS THROUGH TRUSS. WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUD WALL 0 16" O.C. QHD2 (QUICK-TIE)
IMPORTANCE FACTOR 1.00 QR 2HTS20 < 2900 ONLY ROOF BRIG. WALLS w/o RODS SHALL BE 44
HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 24.0 FT 10 +45.1 -48.0 +45.1 -56.8 HEADER (2)HTS20+(2)H8 < 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9/S-2. LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S-2 FOR TYPICAL AN(CHOR Sw# SHEARWALL SEGMENT, SEE SCHEID. 6. HTT22 (SIMPSON) CUSTOMER PLAN NAME
ROOF PITCH 6/12 INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH
(D FOOTING SCHEDULE BUILDING CATEGORY 11 50 +41.5 -48.7 +41.5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS 714�11� STEP, SEE ARCHITECTURAL PLANS PINE KEY
TYPE LENGTH WIDTH DEPTH BOTTOM BARS EXPOSURE CATEGORY c MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN 0 HD8A (SIMPSON) DESIGN/DRAWN
V-0), ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.� +40.0 -46.5 BM#3 HEADER SEE DETAIL 1/S-lA ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPIMIG PER SW#(PERF) PERFORATED SHEARWALL SEGMENT LAP/MRG
F2,0 2'-0 2'-0" 3-#5 EA� WAY BOT. INTERNAL PRESSURE COEFFICIENT .18 SCHEDULE 3 FOR IN TERI OR/EXTERI OR ROOF BEARING WALLS IN ILIEU OF THE
F2.5 2'-6" 2'-6 3-#5 EA. WAY BOT. 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF SEE TABLE ABOVE ANCHORING SYSTEM SPECIFIED ABOVE. BRACE GABLE END PER 17/S-3 oj� PA51 (SIMPSON) CHECKED
EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL LAP
F3.0 3,-0" '31_op� V-01p 3-#5 EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES. THREADED ROD SYMBOLS, PER 3/S-3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS.
2. LIP'4EAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS DATE
F3.5 3'-6 3'-6 l'-0" 4-#5 EA, WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE PERMISSIBLE.
F4.0 4'-Oj' 41-Of' 1 I-Opp 4-#5 EA. WAY BOT. TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY WOOD PANEL SHEATHING SCHEDULE SHEARWALL SCHEDULE 12,13.04
FROM THE EXTERIOR WALL SURFACE. SCALE
4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS.
0 HEADER, STUD, & BEARING WALL SCHEDULE FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PQRCHES V," CDX PLYWOOD OB CDX PLYWOOD OR 7/16" 3/4" T&G PLWWOOD FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE BELOW OR SPECIAL SEE PLAN
HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-11/8" SPF STUD GRADE OR SPF #2 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHING, NAIL OSO SHEATHING NAILED wl DECK. GLUE AND NAIL wl HOLDDOWN AS INDICATED ON PLAN. PROVIDE DBL. STUD AT EA. END OF JOB No.
I- " THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE BOX COLUMN FOUNDATION (1)LTT208 (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON @ 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF
(2)2x6 4 4 1 1 FLOOR STUD SIZE AND SPACING S'TRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END SDlQa_ T0 FI�ST
(2)2x8 6'-4" 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING Is HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. EDGE & FIELD
(2)2xl 0 8'-4" 1 3 SECOND FLOOR 2x6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 (@ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING W/ (3) CS16 OR APPROVED EQUIVILANT. SHEET
(2)2xl2 10'-4" 2 3 - SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS LABE NAJHNG & END ANCHORAGE OF SHEARWAL
SEE PLAN 16P-4pf 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% UTERIOR BEARING WALLS INT. SHEARWALL O.C. WITHIN 4'-0" OF ROOF' (FOR NAILING @ SPECIAL swl: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD
I - E3'y U SING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND Y SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE 1/2"x6" Ig SHEARWALLS, SEE SCHEID, ANCHOR- 5/,,"0 ROD QIR (2)'/2"0 RODS QE (2) '/," QUICK-TIES
1. TYPICAL HEADER SYP #2 U.O.N. ON PLAN, 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2 DORECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO THE THREADED RODS w/ 2x2x/a" PLATE WASHER EDGE). 6. FOR SHEARWALL SW2: USE SWI NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS
2, JACK AND KING STUDS SPF#2, 2. PLATES IN CONTACT wl CONIC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03,
J. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3, BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED @ 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/,"0 RODS OR (2) 3/," QUICK-TIES
3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING, THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE 6" O.C. FIELD
4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE, 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TA13LE. A SPECIFIC "DESIGN LOAD RATING." NQ FURTHER REQUQTION I ANCHOR- w/ '/2"0 ROD OR '/," QUICK-TIE
5 PROVIDE (2)2xl2 SYP#2 HEADER @ GARAGE U,O,N, ON PLAN, ARE ALLOWE GARAGE HEADER JACK STUDS 2)MSTA24 EXAMINE ALL SECTIONS DETAILS FOR SPECIAL NAILING & BLOCKING; CONDITIONS.
790 �mvv_ ldk�_
rREVISIONS BY
(3)2x4 SPF#2 POST
BOTH ENDS LVL HEADER.
F sw-3- 1, SW-3 sw-3
K
4x4 P.T, SYP#2 sw=" W-3 SW-3 s w SW-3
----------- tY I c�'§A P' P E
xr t F
J
POST, TYPICAL. 1 (2)2xl 2 1
i _(13
(2)2x4 SPF#2
PROVIDE 2-PLY LVL POST BOTH END�
A
u�
BEAM WITHIN FLOOR OF TRUSS F7.
I SEE 3/S-lA FOR GARAGE
S� 'TEM TO MATCH FLOOR
----------
I Ln PORTAL FRAME DETAIL
_j r'I — \_——— I I
EPTH TO SUPPORT SW I I L' LL_
j
> EACH END (TYP.)
OVE. FASTEN EA. END 7
(n In
POST TO
PER DETAIL 2/S-lA. I (/�I V)
-il f MATC 41ll
<1 H .1
m QfI ly-
PROVIDE \BLOCKING BCT'WEEN'__
DD EACH TRU-S9 FOR ATTAC'H' !mE'NT
< x
p -()-r�'ROOF--DECKif-(TYP.--,-'-ENTIRE
LLJ .......
(2)2 4 PF#2 POST u� (3)2x4 SPF#2 PO§T�--_�-
ID, H OF BLDG. i2
U) 11 1 -1,
TH-ts F BM#2. S _lv_ i L71 BOTH ENDS OF B \1 0
t
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T,
W-3
'§A
rK
7:1
EN OF P
0 _L_==M-_ATC POST
BM#1
BOVE, ........ x
3
LEDGER, SEE DETA T-3.
'J& IL 1U7 Lo
2r=�'L I I I LEFaR, SEE DETA L I (D 0)
FE=A�Qfl I !I C Lo
/121 MN
POST TO (3)2x6 SPF 2 6x6 SYP#2 POST C) Lu 0 Lo
MATCH POST7 #
ABOVE. (3)2x4- SPF 2__ POST POST BOTH ENDS V__ THIS POINT OF BM#l . C)
T is END OF B M#,3. OF (2)13/4"xl 4" o
Mi `AW:=T, �RIE LVL -------�_lj NOTE: *BM #* INDICATES BEAM F__ D < L >� Al
�\7 o co
PER TRUSS PACKAGE, DESIGNED
o <
L _j
L - -_=vNPx4 SPF 2 BY DELEGATED ENGINEER.
\c I I SW-3 -4-- � o" U
V) 0 -q? 9
POST BOTH �END 0 �_
0) 0) 5r
OF TR S F 1p: o
BOX COLUMN, SECOND FLOOR SHEARWALL FRAMING PLAN- 00
S-3 SCALE: 3/16" = l'-O"
SEE 12/
x
(2 PLACES)
PLAN NOTES:
1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS.
2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME
2 2xl NOTE: *BM #* INDICATES BEAM POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL
L
PER TRUSS PACKAGE, DESIGNED
BY DELEGATED ENGINEER. POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22,
U.O.N. ON SHEET S-1.
1 sw-3 sw-3 SW-3 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH
L_:� BEARING END OF SUPPORTED MEMBER.
ALL EXTERIOR WALLS AT 4) X MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS
THIS LEVEL ARE CONSTRUCTED AND OTHER SPECIAL CONDITIONS. ADDIT]IONAL RODS FOR GENERAL UPLIFT ARE REQUIRED,
OF 2x6 WALL FRAMING. SEE SCHEDULE 4.
FIRST FLOOR SHEARWALL FRAMING PLAN- 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FIR.AMED BY PRE-ENG. ROOF TRUSSES.
SCALE: 3/16" = l'-O"
PLAN NOTES: r
1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ON ROOF FRAMING MEMBERS.
2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT
ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS
ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUIILT-UP POST CONSISTING OF (3)2x
SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEM BEAM TO POST (OR HEADER) WITH 0
(2)HTS20, FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED
IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS cn
WITHIN 6" OF THE SUPPORT POST. Li
-3) SEE DETAIL 13 & 14/S-,3 FOR ATTACHMENT OF INTERIOR S)HEARWALL TO FLOOR & ROOF
TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINIATE BETWEEN TRUSSES. >
4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL, DIRECTLY BENEATH 0
BEARING END OF SUPPORTED MEMBER.
5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS.
M
EXTEND HEADER 4P-0" W
(2) SIMPSON MSTI60 STRAPS, TO FAR SIDE 0 cj:�
EACH END, CONTINUOUS DOWN OF WALL.
OPPOSITE FACE ABOVE AND
BELOW BOTTOM OF HEADER.
M Lj
5/8" THREADED ROD, SEE
SCHEDULE 6 ON S-1. NAIL ENTIRE CORNER cn
ZONE AT 3" O.C. m —
BOTH WAYS. 0
WALL SHEATHING, <
EA�CH SIDE.
PORTION TO BE
REMOVED. 0:�
NAIL EN'TIRF CORNER <
ZONE AT 3" O.C.
BOTH WAYS.
(4)2x4 MIN. CORNER SHEATHING
(SINGLE PIECE) DETAIL
(4)2x- STUDS, SEE TOMER
DETAIL A-A FOR CI'S
(2) SIMPSON HD5A, CONFIGURATION. 5/,,"0 THREADED r BESTCON HOMES
wl 2-34"0 THRU BOLTS. SUBDIVISION
ROD. PA51 STRAP, SEE PARADISE PRESERVE
2-PLY 16" LVL, SIMPSON HTT22 WITH 5/s" DETAIL 4/S-,3. LOT UNIT BLOCK
SEE PLAN. BOLT BETWEEN CONNECTORS. 2-PLY LVL DET 44
SIMPSON DSP STUD TIE SIMPSON HD8A WITH A-A CUSTOMER PLAN NAME
DBL. TOP PLATE. P ATE EACH SIDE OF HTT22. ATTACH (1)HTS20 3-7/80 A307 THRU BOLTS EDGES NAILED NAILS @ 3" O.C. PINE KEY
FROM BEAM TO POST w/ 8d NAILS AT AT EACH STUD. DESIGN/DRAWN
3" O.C. TO EACH LAP/MRG
STUD THROUGHOUT DETAIL A- A CHECKED
LAP
jjj PORTAL.
DATE
ATTACH (1)HTS20 SYP#2 DOUBLE PA51 STRAP AT 12.13.04
FROM BEAM TO POST TOP PLATE 5/8"0 A307 THREADED ROD. /- GARAGE DOOR SCALE
OPENING, SEE 4/S-3 SEE PLAN
DRILL & EPDXY, 8" EMBED INTO JOB NO.
\- HEADER, SEE PLAN. BUILT-UP POST, SEE_�J�_LLL MONOLITHIC SLAB FOOTING
PLAN FOR ATTACHMENT (23/4 " MIN, EDGE DISTANCE. SHEET
AT FOUNDATION.
HD8A LVL CONN . ( 2— PLY) rT"� GARAGE DOOR PORTAL FRAME
HD5A/HTT22 LVL CONN . ( 2— PLY) r2 ��IA SCALE: 3/4" = l'-O" S -- I A
SCALE: N.T.S. SCALE: N.T.S. SHEET 2 OF 4
WALL STUDS AND SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM PROVIDE ANCHORS PER 9OXED COLUMN, :C 8" C\J Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS B
SEE SCHEDULES 2, 5 & 6. OF STUDS, SEE SCHEDULE 3. OMIT (9 SCHEID. 3 ON S-1 @ FND SEE 12/S-3. 1� Design in accordance with requirements of the Florida As an alternate to the threaded rod anchors Y)
AT BOX FRAME THAT IS Building Code 2001. specified within these documents, the contractor
SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM -1 'lox Z ; �J
UPLIFT CONNECTOR AT TOP AND BOTTOM Dead loads: (actual) Live loads: (uniform)
SEE SCHEDULE 3 ON S-1 -\ 1 #5 CONTINUOUS, PROVIDE OF STUDS, SEE SCHEDULE 3. OMIT @ STRAPPED TO BEAM ABOVE. Floor 13.5 psf Floor 40.0 psf may choose to install Quick-Tie (TM) Wire Rope
...... 0 M (QT) as fabricated by Quick-Tie Products, Inc.
S WALL STUDS AND SHEATHING, I 1 11 Roof 13.5 psf Roof 16.0 psf (T.C.L.L.)
AND DETAIL 8/ -2. CORNER BARS (TYPICAL) I THREADED ROD ANCHOR SYSTEM <-- Attic 10.0 psf (B.C.L.L) 1/2" rods shall be replaced with '/4" OT & 5/a"
SEE SCHEDULES 2, 5 AND 6. .....4 1#5 CONTINUOUS, PROVIDE _J
I" BPI V) (see paragraph 6 below for reduction of load combo) rods shall be replaced with 3/," QT, U.O.N.
AT WALLS 4'-Q" HIGH, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) DETA Quick-Tie (TM) products shall be installed by a
- SLA I IL AA N
PROVIDE TEMPORARY B ON GRADE, SEE SCHEDULE 3 ON S-1 2. Deflection criteria: factory trained and licenced installer. V,11 &
4 Roof framing live load L/240 total load L/180
EXTERIOR GRADE 0- Ckf SEE PLAN. Floor framing live load L/480 total load L/360
BRACING UNTIL 7 DAYS SEE PLAN, CON T. BRICK LEDGE AND DETAIL 8/S 2. 4 SLAB ON GRADE QT's shall have minimum allowable capacities of
AFTER SLAB IS POURED. (AT BRICK ONLY) Ld "7- 2850# and 6540#. respectively. QT wire rope
I
SEE GENERAL STRUCTURAL 4 04 .4 SLAB ON GRADE, OR SLAB ON GRADE, < 3. Lateral loads: shall be pretensioned to eliminte the
A - L 8" THICKENED SLAB (UNLESS
16 bi constructional strecth inherent to all helicolly-laid
NOTES 11 , 12 & 13 C I D >� / . SEE PLAN. SEE PLAN AND ARCH. bi INDICATED AS A LARGER FOOTING Wind design per FBC 2001, section 1606,2 wires and strands. The pretensioning forces LL
< 4 4 V) See sheet S-1 for Lateral Load specs.
8" CMU STEMWALL w/ #4 X N k \\,� required at installaian shall equal the above listed
ON PL
AN), SHALL BE MIN. 4" U P,E
0 48" O.C. VERT. REINF. C) 4, Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning
WIDER THAN WIDTH OF BOX
46 Design as per ACI 318 latest edition
CENTERED IN WALL GROUT 4 4 strech table.
i !:!tL)EC 1 4 PO4i-:-
COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.)
ALL CELLS SOLID. FIELD
00
BEND INTO SLAB. �'-I _,�, I . Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" in footings and mesh
8" CMU STEMWALL w/ #4 @ 481) 5 3,altv��
ALT. FOOTING AT shall be centered in slab on grade. In all continuous footing provide #3 0 48" oc or rod chairs . Provide
4
O.C. VERT. REINF. CENT'D IN continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum
BUILDERS DISCRETION.
#4 DOWEL TO MATCH (3-#5 CONT. @ BRICK LEDCE) WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element, All reinforcing steel shall be placed in accordance with the typical bend
0 2-#5 CONT-� 4 diagrams and placing details of ACI standards and specifications. All reinforcing steel shall be held securely in
WALL REINFORCING. 6" 12" 1 -STORY FIELD BEND INTO SLAB. position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be
16" 2-STORY 40 bar diameters, Reinforcing steel - ASTM A615 grade 40, welded wire fabric - ASTM A185.
#4 DOWEL TO MATCH WALL REINF.
3" CLEA 20 CONTINUOUS CONCRETE 5. Foundation: Soil bearing (Design Maximum): 2500 psf
(TYP.) FOOTING w/ 2-#5 CONT. 3" CLEAR (TYP.) 2002 CONT. CONIC. FOOTING w/ 2-#5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil, the engineer shall be notified.
6. Pre-Engineered wood roof and floor trusses: Design of oil pre-engineered wood trusses shall bear the seal of
STEM WALL & FOOTI N G MONOLITHIC EDGE FOOTING r2_� STEM WALL w/ THICKENED FOOTING an engineer in the State of Florida, All trusses shall hove temporary bracing per "Commentary and
Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, 1-118-91." for their
bracing requirements, notify engineer, Provide permanent bracing per truss mfr. Shop drawings. The contractor
SCALE: 3/4" 1 '-0" (SIM. AT PORCH EDGES w/o WALL) '�,�-2 SCALE: 3/4" V-0" 1,,�-J2 SCALE: 3/4" = V-1211" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom chords and attached to
each truss with 2-8d� common nails. At end walls provide diagonals (cpproximotely 45%) to the adjacent
exterior perpendicular wall and between each line of bracing to form a zigzag pattern oil constructed of the Q
some bracing materiall. Also along exterior walls parallel to bottom chord bracing provide diagonals in the end u) "70q
WALL STUDS AND SHEATHING, WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at a maximum spacing of 20 feet. For wind C C14 LO
SEE SCHEDULES 2, 5 & 6. 0 LU I Lo
() a,
uplift, trusses shall be designed w/ a min. dead load condition of 5 psf top chord & 5 psf bottom chord.
UPLIFT CONNECTOR AT TOP SEE SCHEDULES 2, 5 & 6. Reactions calculated ffor the bearing points of roof trusses shall be reduced in accordance w/ FBC Section C:
1609.4.3. Specifically, attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when 0 >
WOOD PANEL SHEATHING IF SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM V) <
SILL PLATE CONNECTION, combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for all truss- V) 0 CO
U_ CO
SHEARWALL, SEE PLAN AND ---__...,, INTERIOR STUD BEARING SEE SCHEDULE 3 ON S-1 SCHEDULE 3. OMIT 0 THREADED SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT @ to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) -0 0
SCHEDULE 4. WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM C>6 (1) a) co <
AND DETAIL 8/S-2. L_ C) W C)
7. Wood Sheorwalls: Sheothing for sheorwall shall be as indicated on Schedule 5 and holddown as indicated (n a, L)
() V) 0 _LD
SIP CMU STEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwall segment per building code section 2313.2.2.
UPLIFT CONNECTOR AT TOP 1#4 CONTINUOUS, PROVIDE C5) c� -,:r
AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION, @ 48" O,C. VERT. REINF. I This SW type is desigrned as one long wall segment including the windows/door openings with a holdclown C: Cq
/-- SEE SCH17DUIE 3 (IN S-I CORNER BARS 3' EA. SIDE required only at the extreme end. 0
1, 0 -,, CL
SCHEDULE 3. OMIT @ THREADED -2. CENTERED IN WALL GROUT SLAB ON GRADE, OF RECESS. (TYPICAL) () E
AND DETAIL S/S ALL CELLS SOLID. FIELD > 0 -5
ROD ANCHOR SYSTEM < IF SEE PLAN. 8. Reinforced Masonry- D)esign per ACI 530 current edition required compressive strengths; 0- V)
BEND INTO BOND BEAM. :E - 1 51/2 Masonry walls and coliumns f'm = 1500 psi
- Reinforcing steel - ASTM A615 grade 40
SLAB ON GRADE, 0
SLAB ON GRADE, - 1 U
0/ . SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-I hollow conc. masonry units w/
4 SEE PLAN. type IS' mortar. Wall icoursing shall be running bond, stock bond shall not be used. Grout all cells containing
Z vertical reinforcement with 3000 psi peo rock conc, grout. Splices in reinforcing, where permitted, shall be
4 CD
04 48 bar diameters all (cells below finished grade shall be grouted solid. All exterior walls shall be reinforced
8" x 8" BOND BEAM
W/ 1-#5 CONT. PROVIDE full height with: #14 @ 4'-0" o.c. max,
#4 at each corner. wall ends, & wall intersections
CORNER BARS (TYPICAL)
4
I -STORY 161 Q ..4 ALT. FOOTING AT At sternwalls contruct,ed of 5 or more courses, provide horizontal joint reinforcement at 16" o.c. vertically,
2-STORY 201) 2-#5 CONT. 4. 2-#5 CONT. (every other course) unleiss noted otherwise. Lop joint reinforcing 6" minimum.
BUILDERS DISCREATION,
1-STORY 12" im or: 00 rominig shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise
CONTINUOUS CONCRETE 161F noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber
2-STORY shall be preserved with Sodium Borate (DOT-Disodium Octaborate Tetrohydrate), If however, ACID or Non-DOT
3" CLEAR 20" FOOTING W/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized. If ACZA
(TYP.) LEDGE AT BRICK ONLY. preservative is used, all attached fasteners shall be Stainless Steel.
10� Fasteners & Epoxy: Embedment of expansion bofts shall be 31/4" minimum in concrete & 5/4" in grouted
STEM WALL AT GARAGE CURB AT GARAGE masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rods
BEARING AT INTERIOR r4 or rebor dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than rebor size &
SCALE: 3/4" V-0" larger than threaded rrod size.
�2 SCALE: 3/4" = V-0" 2
SCALE: 3/411
11. Anchor bolts embedde!d in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts
shall be cleaned with a solvent such that they are free of any oily residue.
WALL STUDS 1 #5 CONT. SLAB ON GRADE, SLAB ON GRADE, 12. Bracing: Provide all temporary bracing, shoring, guying or other means to support structural elements in
UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE SEE PLAN. 1000N . SEE PLAN, place during construction.
WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM 4 4 13, Dimensions: Verify aill dimensions with architectural drawings, See architectural, mechanical, electrical and
SHEATHING, SEE 2, 5 & 6.
SCHEDULES 00 4 0 plumbing drawings for embeds. openings, sleeves. etc. Which are not shown on structural drawings.
2, 5 & 6. SEE ARCH PLAN SEE 7C/S-2 1#4 EXTENDED 3' EACH 14. Means and Methods: The structural engineer shall not have control or be responsible for construction
SILL PLATE SIDE OF RECESS. (TYPE.) means, methods. techiniques, procedures, or sequences; for the acts or omissions of the contractor, or any
CONN ECTI ON, 8 12"x12" THICKENED other persons performilng the work or for the failure of any of them to construct the work in accordance
8%8" THICKENED w/ the contract documents,
L SLAB ON SEE SCHEDULE. SEE ARCH PLAN EDGE w/ 1-#5 EDGE W/ 1-#5
52 SEE 7C/5-2 15. Shop Drawings; Shop, drawings shall be prepared and submitted to the Engineer and Architect for review for
GRADE, 'y CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components.
1 -#5 CONT., SEE PLAN. :ii:
16. Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural
51 THICKENED SLAB
PROVIDE CORNER -,/ . I I . I 'f SLAB ON TH CKENED SLAB r6B wood panel sheathing, uplift connectors, sheorwalls, headers, spacing of threaded rod anchor.
1 1 A.� 1 2 r6A
BARS (TYP.) X
GRADE,
7,
-1 SEE PLAN -2 SCALE: 3/4" V-0" SCALE: 3/4" V-0" 17. All exterior porch ceilings shall be sheathed with one of the following:
Gypsum (waterpiroof) green board. w/ 5d cooler nails 0 6" o.c. edge & field
lot--
'/4" (or greater) CD)X plywood, w/ 6d common nails @ 6" o.c, edge & field >
_J
SHOWER PAN SLOPES TO DRAIN, SEE
Z ;,;-,\ - 16 OSB, w 8d common nails @ 6 o.c. edge & field 0
�w ARCH PLAN, MAINTAIN 4" MIN. 0 SCHEDULE 'AA' SCHEDULE 'BB'
<
CONNECTOR E II.-_ I
SLAB THICKNESS. A SPH4/6 016" O.C. SPH4/6 @32" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. (stud size and species as indicated on S-1).
SHOWER PAN SLOPES TO DRAIN, SEE ARCH 2nd LVIL KING CS16 @32" O.C. CS16 032" O�_ Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of LJ
B C.
4 STUDS TO 1st the wall. Fastening shall be with 8d common wire nails @ 6" o.c. edge and field. _J
.4 4 8" CMU STEMWALL w/ #4 @ 48" O.C. VERT. PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. LVIL FRAMING. C SPH4/6 932" O.C. SPH4/6 032" O.C. < 0
19. Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural
REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE engineer are limited to the following: continuous load poth for wind uplift, wood panel sheorwalls, wall E):f 0
D
SOLID. FIELD BEND INTO CURB. PROVIDE (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE framing & req'd sheathing & headers directly supporting roof framing. Items not designed ore pre-
CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK 0 LTT20B TO 4' WIDE LTT208 TO 6' WIDE engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to-truss connections, :D
LEDGE AT BRICK ONLY. 0 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system, <
CS16 TO 4' WIDE CS16 TO 6' WIDE
STEMWALL wl SHOWER RECESS r5M MONO. EDGE W/ SHOWER RECESS PROVIDE SOLID F L(2) CS16 TO 9� WIDE (2) CS16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE :D Z <
BLDCKING BETNEEN , I QUICK-TIE (ALTERNATE)
CONNECTOR B 1 1 ALL TRUSS-TO-TRUSS Cl:� D Q:�
SCALE: 3/4" = V-0" ��2 S')CALE: 3/4" =: V-0" FLOORS. 2nd LVIL WALL STUDS TO 2' CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS 0
1 __1st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 1 2-8dxl'/2 Cn LL_
- FRAMING CONNECTOR 3. WHEN USING TWO STRAPS ON H 2.5A 10-8d HA4 9-1 Odxl '/2"
1#4 EXTENDED SINGLE PLY TRUSSES, PLACE
,3' EACH SIDE V STRAPS DIAGONALLY ACROSS DBL H3 8-8d HA4 -9-1 Odx1 '/2"
WOOD PANEL SHEATHING IF STEP, SEE ARCH. OF RECESS. 3" (TYPICAL ANCHOR DRILLED EPDXIED THREADED CONNECTOR A TOP PLATE FROM EACH OTHER. U'SE H8 8-8d -
SHEARWALL, SEE PLAN AND (TYP.) ROD ANCHOR, SEE GENERAL DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS1 2 14-1 Odx1 72 MTS12 14-1 Odxl '/2
SCHEDULE 4. NOTES AND DETAIL 2/S-3. TO WALL STUD. 4. 5/,,"0 OR 74% THREADED RODS - X 2 -
INTERIOR STUD BEARING HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED 'TO SLAB CS16 22-1 Od MS36 26-10dxl '/2"
UPLIFT CONNECTOR AT TOP FTG, PER
WALL, SEE SCHEDULE 2. FOOTING w/ 5" EMBIEDMENT. OR TO LTP4 12-8dxll/2" N LS1 2 5-1 Od x1 1/2
NUMBER OF
AND BOTTOM OF STUDS, SEE: T. MSTA24 18-1 Od MS24 18-10dxl '/2"
SHOWN). 414 " MINIMUM STUDS EA. SIDE CONNECTOR D STEM WALL w/12" EMBEDMEN
0" SCHEDULE 3, OMIT 0 THREADED 5A (NOT KING J i-
SILL PLATE CONNECTION, EMBEDMENT /SIMPSON H3 AT SAME HEADER TO JACK (SEE 8/S-2 FOR TYP. ANCHOR MSTA30 22-10d
ROD ANCHOR SYSTEM OF OPENING, SEE I I I
SEE SCHEDULE 3. 7B @ CURB SCHEDULE 2. SPACING AS CONNECTOR A HII STUD INSTALLATION & EMBEDMENT '/2"0 HTT16 (see below) QHD2 (see below)
y 7 RODS) LTT20B (see below) QHD1 (see below)
STEP, SEE ARCH, PLAN. SILL PLATE, 5. (*) INDICATES USE OF HALF Or
SLAB ON GRADE, SEE SCHEDULE 3. SLAB ON GRADE, ROUGH OPENING SEE ARCH. FASTENERS AT EACH END OF SPH4/6 10-10dxl '/2" LS1 8
-- SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR, LUS28 6-10dxl'/2" to ledger & 4-10d to truss
NUMBER OF JACK STUDS THAN 4' PROVIDE 6. (**) BEND LS18 STRAP OVER DBL. 2
a TOP PLATE FASTEN TO DBL. TOP 5 threaded -ad embedded 7" into masonry
CONNECTOR E --- EACH SIDE OF OPENING, SPH4/6 AND ANCHOR
SEE SCHEDULE 2 BOLT OR ROD ANCHOR PLATE wl 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent.
KING STUD TO STUD w/8-10d. Fngtpn to post W/ 12-16d DATE
CL 8"X16" THICKENED WITHIN 6", UNLESS
0 PROVIDE SAME EDGE FOUNDATION. SHEARWALL ANCHOR HOLDDOWN ANCHORS
01 w/ 2-#5 CONT. 3" STEP, SEE DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS r
&; DESIGN/DRAWN
"t .1 .. 'a REQUIRED FOR SHEAR NOT
0 1-STORY 16" AR HTT22 32-16d SINKERS NAILS TO POST & 54"0 A307 THREADED ROD TO FND. LAP/MRG
(4" MAX,) V y I
CH, SLAB FOOTING. SHOWN FOR CLARITY, SEE tA S PRESENT. HTT16 18-16d COMMON NAILS TO POST & 5/8"0 A.307 THREADED ROD TO FND.
2-STORY 20 EQUAL TO SLAB Z� UPLIFT CONNECTOR HD8A 3-7/,, 0 A.307 BOLTS TO POST & 7/8"0 A307 THREADED ROD TO FND, CHECKED
THICKNESS. LAP
SCHEDULE ON S-1. �- CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD TO FND.
7C @ SLAB RECESS 1 st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 7,,"0 A.307 THREADED ROD TO F N D. SHEET
LTT20B 10-16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FND.
M T TYPICAL OPENING DETAIL AND I PA51 EMBEDDED IN CONIC. FTG & ATTACH TO JACK STUDS w/16-16d COMMON NAIL.
< r7 ONO. FOOTING AT STEP - DOWN r8 YPICAL ANCHOR INSTALLATION /,--9�CONVENTIONAL STRAPPING SCHEDULE- HOLDDOWN FASTENER SCHEDULE S 2
a ��-2 SCALE: 3/4" V-0" SCALE: 3" l'-O"
_J . .....
A' G
44
,Ki'l
�-2 SCALE: N.T.S. J-2 SCALE: N.T.S. (SIMPSON QUICK-TIE)
Yo Aill"M(L
3 GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOWZDOOR GENERAL NOTES: MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST LEGEND: THREADED ROD SYMBOLS REVISIONS BY
NUT AND WASHER BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD The threaded rod anchoring system shall consist of A307 threaded rods (diameter per SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. BOTTOM OF THREADED ROD FASTENED
1 SPACING:
PER ROD NOTES NIA,'
J 0. @ Top plate splice shaIll not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost 14 z TO LOWER LEVEL OEANA OR HEADER
7_ 1 " MAX - 1 1
+ 3 the king studs and the� first threaded rod plate at the locations indicated in these documents. Above top plate, provide a Yx �HEARIWAL LI w/SIMPSON HTT22 PLACED UPSIDE
I SHEIARWALL
anchor. 3"xl/4 " thick steel washer. Fasten with a nut and allow at least 3 threads to extend
WALL STUDS & R( SPACING (Z) Provide full sheathing above windows, and above tightened nut. (typ.)This system eliminates the conventional strapping requirements THREADED ROD
SHEATHING PER nail wl 8d @ 3" OC edge & field. TERMINATES AT X TOP OF THREADED ROD TERMINATES AT
PI SCHED 4 POST BELOW of wood framed construction (i.e. stud-to-plate ties, bottom plate to foundation ties,
S C H ED. 2. 5 & C). @For rods specified on plan adjacent to wall INTERMEDIATE - UPPERMOST TOP PLATE,
GIRDER, SEE floor-to-floor straps, and header to jock stud straps) unless otherwise noted in these
. . . PLAN openings, locate rod wi'thin 3" of the king documents. LEVEL w/ NUT
THREADED ROD stud. AND WASHER. TOP OF THREADED ROD TERMINATES AT
ROD INSTALLATION:
SYSTEM PER ROD /FRAMING AT - - ------- ---------- ------L INTERMEDIATE LEVEL.
NOTES AND PLAN WA L L OPENING, @Provide an additional row of 8d nails 0 6" At all plate penetrations, provide a hole in the plate 1/4" larger than the diameter of the P
o,c. into one of the king studs adjacent to - ----1- r- -71 ------ re) g P E
LOOR 77- ------
SEE SCHED. 2 threaded rod used, While single continuous rods are preferred, couplers (Simpson CNW or F
all openings (In addition to other nailing 11 N04
SEE ARCH. @Where rod is specifie�d on plan adjacent to STRETCH TABLE P
BETWEEN RODS PER maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut ---�HEADER, I I I
equal) may be used in cases where one continuous rod is unfeasible. The rod $hall be FRAMING I In I I QUICK-TIE (TIVI) PRETENSIONING EC J�A
SILL ANCHOR INFILL ROUGH OPENING specified in schedules 3 or 4). 1 E�
installed approximately centered in hole. Rods may be slanted from true vertical by a
0
A I I S , PRE-STRETCH LENGTH STRETCH REQUIRED TO
SCHEDULE 3, girder truss or beam, locate rod within 3" of above the uppermost plate shall be secured over the washer to a snug-tight condition PHEA WA SEE PLAN I �EARWALL OF WIRE ROPE (Lc) PRETENSION WIRE ROPE
post. I tSEE iPLAl I SEE PLAN I P of
I r -I (Distance from slab to to
EPDXY ANCHORING: I I uppermost plate of wire rope) 1/4" OT 3/8" QT
At openings greater then 4'-0", attach dbl. plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). LI 7
I 1 3/, 5/8
ROD EMBEDMENT FOUNDATION, top plate to header w/SPH4/6 @ 32" o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength 1 1 1 1 97"
DEPTH PER SEE PLAN cripple studs are used attach SPH4/6 to Epoxy or approved equal, Provide a minimum edge distance (measured from centerline of 109" 7/8 3
FASTEN THREADED ROD TO ADDITIONAL ANCHOR
ROD NOTES cripples & attach cripp,le to header w/H3. J FOUNDATION /4
@When rod spacing exceeds 6'-0", provide rod to edge of slob) of 2" for 2x4 framing and 3" in 2x6 framing. (See 8/S-2 for FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHEID. 3 121 it 7/811
L an additional rod of 8d NAILS @ 6" O.C. into typical anchor installation & embedment of /, "o rods) 145" 11/811 lit
dbl. top plate. Stagger this nailing with --� THREADED ROD GENERAL NOTES rT-� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 1 Y"', 1 V2"
typical nailing. r2 (3
THREADED ROD ANCHORING SYSTEM 245" 2" 1-5/8" r—
��-3 SCALE: NTS SCALE: NTS (D
1\�J3 1 14" C:
1\�,-3) SCALE: N.T.S. 260" 21/81,
Q) CO
4" 1 V," 0 2x6 2x SYP.#2 DBL. 'TOP AT EXTERIOR WALLS, FASTEN 71) LO
- DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE 41-010 MIN.
IMAX WALL SHEATHING TO DBL. :8
C5
SEE SCHEDULE 2, I/S-3 FOR SPH4/6 ROD, NUT 1 V2" @ 2x8 V2 PLATE. FASTEN TOGETfHE 0 >
STRAP FROM GARAGE REQUIREMENTS. ROUGH MIN. HEAD OR MINIMUM & WASHER HEADER, PER w 10d COMMON NAILS 6R -IF I-IF 01 1 F -T- P PLATE w/ 8d @ 3" O.C.
OPENING SILL PLATES FASTENER E.E. SCHEDULE2 OPE ING Lun) <
4 + F, STAGGARD INTO BOTH PLATES 0 'r co
4-12 16" O.C. PROVIDE 3-10d . . < -6 -
TOE NAILS WITHIN 24" OF ANY SPLICE. :M
4#-4)1 (1)2x4 SPF #2 C,6 2 0 co <
STUDS, SEE SCHEID 3. GARAGE HEADER, COMMON NAILS EA. SIDE 2 cc,:)
SEE SCHEDULE 2. + X 7 (TYPICAL)
2-12d KING & JA FASTEN CORNER 4-
CK END FASTENER
61-4" (2)2x4 SPIT #2 (1)A34 I -- . co OF SPLICE (TYPICAL) V) 0 q)
TOE NAILS STUDS PER POST TOGETHER X NAIL FROM 0
DOOR HEADER TO JACK z.] d PER NOTES X X, XI
/F -0 -5:
THREADED ROD, 8F-4)l (3)2x4 SYP #2 1)A34+ 6-12d SCHED. 2. OTHER SIDE C14 24" MAX. EXT. WALL 0) 0) 0, C
I 'It o
TOE NAILS W/12d COMMON 47-
SEE SCHEDULE 4. ADD SIMPSON PA51 STRAP WHEN GARAGE WING (3)2x6 LVL (2)A35+ 6-12d @ 6" O.C. OF 2nd PLY.-�;/ - ------�- 6" MAX. INT. WALL
<1 12'-0�1 TOE NAILS 1 0 0 CL
WALL < 3'-6" EMBEDDED IN CONIC. FILLED 2x8 SPF T&B (2)12d 0
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS
STEM WALL, FASTEN TO KINGS w/ 18-16d N Al LS. IN TWO STORY CLEAR HEIGHT WALLS. --I EAD OR L (STAGGERED). X D Ln
wl 12d @ r8 BL TOP PLATE SPLICE DETAIL
3-2x STUDS (SEE DETAIL BELOW) it SILL PLATES D
(6)12d TOE NAILS TOP 0.C. SEE SCHEDULE E.E. (MIN) CORNER POST X a 0 0
AT CORNER. ADDED PA51 STRAP KING & & BOT. TYP) LROUGH OPN'G, SEE ARCH. �-3 SCALE: 3/4" = 1 '-0"
CONCRETE SLAB, EMBEDDED IN CONC. JACKS SHEATHING I DBIL STUD @ END OF SHEARWALL
SILL PLATE, SEE- 6 CONT. AT HEAD & SILL ER TRUSS. SEE DETAIL PT. SYP#2
FILLED STEM WALL wo
ULE 3, SEE PLAN. PER SCHED. 1 fi. cf) C� I 2x6 IF NO THREADED ROD OR ANCHOR
SCHEID WHEN GARAGE WING < GIRT/VERT 7/S-3 FOR NAILING PATTERN. --or-2x 2x4 SILL PLATE
WALL 1 -6". OR PLAN i�j JOINT. FRAMING IN 1st \OR GIRD NAILING PATTERN NAILING PATTERN BOLT IS LOCATED AS SHOWN PROVIDE \-�x
S < 3' LTP4 ON Y'INSIDE FACE. OR 2nd FLOOR OF A 1/2 "0 EXPANSION BOLT (wl 5'/4
2x SPF RIPPED
33/4" T 0 5V4 BOX BEAM BETWEEN WINDOWS EMBEDMENT) w/ 1 '/2 " PLATE WASHLH.
TO FIT ARCH. SINGLE STORY WALL X y I
ADD 3rd LO 11
THICKEN'ED SLAB IN TWO STORY FRAMING DEPTH REQ'D. V 2x- 1p-01i 6)
4'0 8" (2)2x-
16" MIN. EMBED. EDGE 0 GARAGE ��51IEADER ABOVE HEAD SILL FRAMING M A X L MAX. MIN, BUTT JOINT
OF PA51 IN CONIC. OPENING, SCALE: 3/4" l'-O" STRAIGHT _-I (2)2x- PROVIDE AT A DISTANCE OF NO LESS
FILLED STEMWALL. PA51 IN STEMWALL \1-1�3 THAN 6" AND NO MORE THAN 12" FROM
DBL ROD ALL BUTT JOINTS IN THE SILL PLATE.
T z SILL. PLATE BUTT JOINT DETAIL
GARAG INSTALLATION BUILT— UP MEMBER, rg
r4 E WING WALL ELEVATION ROD, NUT HEADER, PER r6
SCALE: 1/2" = 11-011 STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE,.�IlNq ��-3 SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4" = l '-O"
SLAB FOOTING SIMILAR. PER NOTES 11
GIRT & FA'TENJRS
a_ KING & JACK :R 5/S- 3
ROOF DECK, SEE 2x SPF BLOCKING < P Yt 2 x
I V-), STUDS PER -) i I I i -/ - SYP#2 CONT. FLOOR DECK, SEE FLOOR DECK, SEE
SCHEDULE 5. RIPPED TO FIT SCHED. 2. ---------- ATTACH TO DBL SCHEDULE 6. SCHEDULE 6,
WITH GAP SHOWN 10d@ 4" O.C.
TOP PLATE AND
PRE-ENGINEERED WOOD ATTACH SW SHEATHING TO
12 FASTEN OSB TO NAILER 7/1
ROOF TRUSSES @ 24" O.C., 2x SPF DIAGONAL ADJACENT TRUSS. BLOCK A L TRUSS wl 10d I DKI I I,% -?,,/,A-V/1. 1�� OSB DIA. FASTEN
SEE BLOCKING FASTENED w/(1) ROW 1 Od @ 4" 0 C TO TOP PLATE w/ (2)
SEE LEFT PANEL EDGES. NAILING TO @ 3" O.C. EDGE
DESIGNED BY OTHERS
ARCH (TYPiC L)
FOR INFO. w/(2) 12d E.E. MATCH SHEARWALL. OF 2x- MAY
ROWS 10d 4" O.C� &
HURRICANE CLIPS PER NOT SHOWN OVERHANG DBL. 2x4 NAILER wl (1)
NOTE: TRIM WALL SHEATHING TO MATCHI A I
/16" OSB DIAPHRAGM OP PLATE.
UPLIFT CONNECTOR TRUSSES WITH RADIUS WINDOW FRAME BY 1 7 PRE-ENG. WOOD--� ROW 10d @ 4" O.C.
T N
SCHEDULE 3 FASTENED TO TOP PLATE
ROOF TRUSS BO Ill 1/4 (TYPICAL)
MAX.
HEEL < 1 ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. CHORD
�T@R PLATE EL \— FLOOR FRAMING IF SHEARWALL IS
SEE ARCH RADUIS WINDOW FRAMING NED DIRECTLY
T� 0
SEE C) D _J
DBL TOP INTERIOR SHEARWALL, BENEATH FLOOR
PLATE SYP#2, SCALE: 3/4" = l '-O" SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES 'SCHEDULE. TRUSS, OMIT HORIZ.
MATCH STUD WIDTH. WALL STUDS TO TRUSS BOT. CHORD w/(2) \-TOGETHER w/ 2 ROWS OSB & EXTEND WALL 0 0
\- & SHEATHING, ROWS 10d @ 4" O.C. 4 INTERIOR Z 7/1 6 OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP (Y W
CLIP FROM DBL TOP SEE SCHED. 1/2 ANCHOR 24" MAX. CORNER FRAMING, (TYP) BOX COLUMN ALTERNAIE OF (4)10d BETWEEN SHEARWALL, BETWEEN FLOOR TRUSSES (20 SPF ALL FLANGE OF FLOOR
NON-STRUCTURAL, -E
PLATE TO STUD, SEE 2 & 6 BOLT w/ 11/2"0 HOLDDOWN INTERIOR SHEARWALL, SI- IL EACH STUD. SEE SCHEID. 5 AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. z L.LJ
SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING.
UPLIFT CONNECTOR SOFFIT SEE ARCH, WASHER CTR'D ........ FOR NAILING. <
<>X @) - 8d COMMONS 0 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. -J
SCHEDULE 3, QR THREADED ROD PER ON EA. SIDE, AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH UJ
OMIT AT THREADED �- SCHEDULE 4 OR EXTEND SHEATHING 4" MIN. EMBED. THE SILL PLATE TO SLAB ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL _J 0
ROD SYSTEM. OMIT WHEN USING VERTICALLY TO TOP (D :/- MIN. (2) STUDS UNDER bi
CONVENTIONAL OF TRUSS AS SHOWN. BEAM, UON. ATTACH w/(l)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW-2. AT SW-2, USE TO FLOOR FRAMING TO FLOOR FRAMING < C) z
STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C.
AT HORIZONTAL JOINTS. BOTTOM PLATE POST w/(2)HTS20. STEEL WASHER. ATTACH
ROOF TRUSS CONNECTION CORNER STUDS TO BOTTOM r137� INT- SHEARWALL AT ROOF 1 N T. SHEARWALL AT FLOOR <
TRUSSES )WITH r12� 130XED COLUMN AT PORCH PLATE WITH (1)H2.5A CLIP
��3 SCALE: N.T.S. HEEL ->- 1 -0)) SCALE: 3/4" 1'-0" AND TO HEADER ABOVE �-3 SCALE: 3/4" = l'-O" ��3 SCALE:: 3/4" l'-O" C�d LL-
��-3 WITH (1 )MSTA24 STRAP.
HURRICANE CLIP WALL STUD ROOF' SHEATHING, H3 HURRICANE CLIP @ EA. BOUNDARY OF PLYWOOD OR OSB SHEATHING,
PER SCHEDULE 5 PROVIDE BLOCKII`�IG FOR SEE SCHEDULE 6. OUTLOOKER TO TRUSS. SHEATHING SEE SCHEDULE 6.
ROOF DECK @ RIIDGE. 2x4 SYP#2 OUTLOOKERS
STRAP FROM 2ND FLOOR
SEE DETAILS STUDS TO 1ST FLOOR SYP#2 LEDGER 24" O.C.
1 , 2, 3, 5, ATTACH TO STUDS EXAMPLE OF PANEL \
4-12d
STUDS SEE UPLIFT X
6, & 8 OF @ 16" 0,C. w/12d TOE NAILS EDGE wl BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULE
CONNECTOR SCHEDULE 3.
PROVIDE 2x4 SYP#2 UPRIGHT
THIS SHEET COMMON WIRE NAILS T WHERE REQUIRED BY UPLIFT CONNECTOR @
SC. OMIT @ THREADED ROD (TYP.) FROM TOP TO BOT. CHORD OF ROOF RAFTER MAXIMUM SPAN
FOR MI PER SCHEDULE SCHEDULE 5 & 6.
V) DETAIL. ANCHOR SYSTEM TRUSS @ EA. X-BRACE (IF (SYP #2) @24" 0.C 016" 0.C. DBL TOP PLATE PRE-ENG rRUSS
BELOW. I
�!I �I VERTICAL IS NOT PRESENT) H3 Q-R 4-12d (1) A35 OR 4-12d
PO FIN FLOOR EL ROOF TRUSS 2 x 6 9'-6" 1 l'-6 (1) TOENAIL TOE NAIL
3-16d X-BRACE SPACING SCHEMATIC
& SEE ARCH PLANS EA. VER NOTE A NAIL SPACING AT 2 x 8 13'—0" 15)-000 (2) H-3 —TOE AIL (2) A35 TOE AIL
WHERE A LEDGER IS INDICATED ON PLAN 2 ADDITIONAL BRACES SUPPORTED EDGES,
--2x4 SYP# AS RED., EOUALLY
AND NO TRUSSES BEAR AT THAT LOCATION, (TYP.) SPACED */ SPACING 2 x 10 16'— 19,_0 (1) MTS12 (2) A35
X-BRACE. OF 5*-8' MAX. SEE SCHEDULE 5 & 6. 2 x 12 191-01, 2,3'-0" (2) MTS12 (2) A35
DOUBLE TOP PLATE THE LEDGER IS BEING USED TO ATTACH THE
ADJACENT ROOF DECK. USE A 2x6 LEDGER
#2, MATCH PER SCHEDULE BELOW. ATTACH ROOF DECK EXAMPLE OF UNSUPPORTED
L [1 - syp DATE
STUD WIDTH, r7tW/�2 (UNBLOCKED) PANEL EDGE.
I I W N OTE:
< PER SCHEDULE 6. 16d@4" FROM --\�
(TYPICAL) r
LATER/ L BRACE USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENCINEERED WOOD ROOF
WALL STUDS & SHEATHING,
CSEE SCHEDULES 2, 5 & 6. VERTICAL TO BLO(,* BELOW. 16d TOE NAILS @ 8" O.C. TRUSSES, AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL DESIGN/DRAWN
0 LEDGER SIZE & NAILING .... FROM BOT CHORD OF TRUSS BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS
REACTION LAP/MRG
"N I THREADED ROD PER 0-775 2x6 w/(5) NAILS @ EACH STUD KJ 2-16 TO DBL. TOP PLATE 16, @ NAILING TO ON V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, CHECKED
f'- SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS @ EACH STUD INTERMEDIATE OTHER. WHEN USING TWO A35 CUPS ON V/ " WIDE LUMBER, STAGGER CLIPS LAP
EA. END --,STUDS, ROOF 2
& FOUNDATION OR OMIT 1251 -1850 2xl2 w/(12) NAILS @ EACH STUD 2x4x8' SYP#2 LATERAL 2x4 SYP#2 8" 0.C. SUPPORT IS 6" TRUSSES, OR VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET
STAG, O.C. MAX. LION NEAREST ADJACENT TRUSS.
WHEN USING CO�VENTIONAL BRACE 0 48... O.C. wl BLOCKING-/ FLOOR JOISTS.
STRAPPING, LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. 24" O.C.
C
0 F W G HEATHING NAILING DETAIL K19 ONVEINTIONAL ROOF FRAMING SCHEDULE
0 K15 LOOR SECTION ALL LEDGER ABLE END BRACING 2x4 SYP#2 18� S S
BLOCKING AS SIMPSON
�-3 SCALE: 3/4" l'-O" �-3 SCALE: N.T.S. 1,,,Z-J3 SCALE: N.T.S. (PLATFORM FRAMING) CEILING NAILER LTP4 @ SCALE: 3/4" l '-O" �-3 SCALE: 3/4"' l '-O"
24" O.C.
TR SSE�
8"
TY
0
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AX - a A 14 TOP,
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A
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Mmeo Product Ratings
Effectiveo. March 39 2002
PRODUCT LINE RATING Insf) SM(in)
MOM—SH +30 -35 53x78
Standard single hung
Z1.1 +31 0 -35 36x96
D/14014P/50HP—S-Tj +50 -60 53x63
High:)erformance single hung +50 -55 53x761/4
+35 -35 53x96
TW—SH +50. -�50
5308
Tilt sash single bung -35
0 +33 5 53x96
TB—SH .+50 -50 53x96
Tilt thermal break single hung
MP—SH +70 -70 5308
1mvact sinale hung
RW HIS +35 -35 127x6l
High performance horizontal slider
RW XHP +55 -55 74x5l
Extra high performance horizontal slider +45 -45 ll2x63
l`i,U/3/4/5 SGD +35 -35.1 4068 panels
Standard sliding glass door. +30 -30 3080 Panels
2"Sill
M2/3/4/5 PIP SGD +45 -45 4080 panels'
High performance sliding glass door
2-1/2"Sill
JM2/3/4/5 XHP SGD +55 -53 508b panels
E,dTa high performance sliding glass door
2-1/2" Sill
5' wide panels not available in M3&5
Revised: 04/04/02
CAULK SEHI to V Y ED lit SC�Etl %)DO)) VUCV CONCREIC 12R MASONRY
P11400V FIN, linaou —L� IVU By ED 4 IIISIALATIOU AhCH131? ........
W 13TH OPIERS 3/16, DIP, COUCRETC OPENING By 0114ERS CRCTE OR MASONRY
CALILU DEHI]iD viinav Fin SCRE%1 ANCHOR 1-1/0'Mitt EMBEDtiENT Sr DTHCRS LOMS.
IWO BY FALAHING SPACC� SHEATHING BY OTI[19RS CAULK BCTUECIP Viloo Rtj,. G, 1) SHIN AS REG'V.AT EAL SET OF IIISTALLATHIII AP)CMURS USING LOAD BEARIt4 5JIDIS. MAX.
BY ntilrRs I-MASONRY OPCHIN3 By U78CRS SH114 As RE D, TWO BY V11QO A'L"'A U C WhERE SPACI:CREATCji TjjAjj$116,IS pRCSENT
SUCI( By OTHERS I-V4' Hill W L13AD -' OCCIR $."'S
YP.).r-, INSTALLATION AtICHOR BEARING SHIn PUCK " OTHERS 3) AIS StRE11 IIISTATLILA110P?AtiCHOR3 irusr't.ccr$QFFICIENT 1.01CWT$110
V I WODD SUCK,CUNC TE SCREV ANCHORS AT I ACjjjCVE 11114,EllbrDijE,
410 SCRrV (TYP.) CAULK )ICIVEEN VASCIRRY 111E1P111I!J1;411C14I L
IfiSTA4LATIUH ANCHOR--, 1, EVC 1113 ElikElINViT Or I CLEPIUST ItC UF SUFFICICIIT
DID SCRtV(7YPj OPENING& VIIIII) DUCK 41 HAX AILDVADV SPACINO;EIWECN -1/4'INTO IIASOhRy OR Call q TE.
SHIN AS REO'll. BY OTHERS D.C-11AX. 010 SCRE11 ANCMaRS AND CIINCREIE SCREU AI(CliORS 10 b,�t,
5) USE I,ATCX CAULK OR EQUIVALENT FaR"CRINUE9 3C R y alit III
8� GLA CC CDJCRE7E SCREV ANCHORS In FAIDII OF NOCK SIRI A4 SHU11".
%J/ LOAD %J013D BUCK ANCHOR C r TAL ARDunD mERUIR OF EOU B E
BEARING SHIM SLIDING GLASS- 6) IF XAC MOR SIZE IS NOT LISIEI)IN ANCHOR twg U S C ANCkDa QUANTITY LISTCO vitil t1EXI
CE DOOR FRAME 3,11V INA.CONCRETE 7, LARCCR SIZE,FOR TMC APPROPRIAII:OCSIG,i PR&j3UHe RED,
SCRE%/ANCHOR OTgEnj FOR FOCkEFI)COR SIZES USE CLOSCS1
JAME PLA By PASS I'DD9 SIZE I CQIIrI6tJRATIfY1 TO FINISM OpEUIIG
1/4 "A)L SS THICI;NCSS IIAY VARY PEA REOUIRENEINS ar ASIli IP31 GLASS CHARYV.IDICtr
S'PA
9/4*MAX. Is SHOIJU IMSULATIN4 CLASS IS ALSO 01MONED.
1-11181 HIN, Staff SPACE 9) JAIII).SILL C CORNERS AND ALL ANCHORS THROUGH SILL ARE 10 BE SEALED VITH A SKILL, �Ulljt
EMBEDMENT lot SEA14 SCAL 0.
1 1) ALL INSTALLATION ANCHIM5!tu
EXTERIOR T ALL CONFIGURATIONS LISTISIT RESISTANT ImICRIALS.
DE PAOr Ot CbRliosiati
21 (TYR) ABOVE ARE Silawti(it] IAS DRAVIVIG HaWEVEtl INSIALLAII(Iti
WEI By =1GU#'2' tL Mall" IRILMIALL APPLY To HISrALLAII61(IF ALL CIIIXIGUkAjjG,,S.
IF Hitt I I MAKK d SLIDING GLASS DOOR I$ VtOWIt. THIS PRINT ALSO APPLIES 10 tIARIC�I,
CIII)EDhENT WOOD SLICK in
rIN FRAME JAMS EXTERIOR rINISM I BY ClIVERS TEILPERED 6LAS MARX 4 1HARK 5,
By WIPERS j . y
Exl-FINISH
PERIHEIER CAULK BY OTHERS INSTALLATION A
SECTION 2 By OT1ICPS 1) PERIMETER CAULK HIn
PERINETICA CAULK BY OTHERS BEDMET--,I- CREWS IN 3/16� DIA, CONCRETE
BY OTHERS 4E HEAr, 1110 SCREWS U EA.
CALL OVERALL f-'RAIt SCRF%./ IN FRAME SILL JAND a, [IOQI�
STRIP
SIZE' up Ta 7� --�6�Pllll --�l-Par-
VI lot/ EXI,FINISH SIZE 6qi
Turpsi
ITT To To
o
Till
11
Vill it--------- By blli�Rs 45 ES 60 PSF ", "", 1 10
SLIDUZ 6LA" 15 P5 64 PSF r
DOOR FRAME 500 XO.0%.XX 10-11/16 It 00 3 3 3 6 PL_
HEAR S,G,D.VIDIN 1/4'MAX. 6060 xD,09,xx 72-11/16 so 4 4 4 4
13060 xv,OX, 'K'so 5 5 6 5 3
SILL SIDER- SHIM SPACE XX 96-11/16 6 4 6
ITUIERS 7
BY - It
9T"13 ---'67-- 9 ---+-- -.6 7
C MN 6 6
12060 Oka 145-5,118 DO 7 9 10 7 7 9
15068 DXa 181-5.10
24*D.C. DOOR Two- , Xx - .90 9 9-
IeO68[)xxl3,"xx 144-11,116 '80 7 9 6
16068 oxxot, xxxx I IQ 7 a 1 6 6
94-31/14 x 00 0 J3 15 9
0 2006b OXXQ.xxxx 240-11/1&A so 1 19 10 12 3 6
MAX. 7YP.) 6-
-�580 x1l.—I)X,Xx 40- 13 17 -!4 6
7L 11/16 R 96 3 3 3 6 6
V B 2 EQUALLY &LASS (TYP.) 3 3 —
IN au 7CIlPERED 1-118,Plitt 6080 XD.ox, Xx - /16 96 4 3 6 —6
IIEICHI SPACE EMBEDMENT 14STALLAVON ANCHOR 8080 4 4 4 .1 1 6 6 6
1 . 9 $6-11,116 96 5 IS 6 3
AlICHORS 1110 SCRE%1 8011 12a- 5 5 6 6 6
90 0
xO 0-5/8 g 9 —6 7 —6-
1/4' CAULK BETWEEN 120001 OX0 145-5/8 x 96 1— 6
8 la 11
SPACE VOOD FRAMr t. 15080 X0 181-5/4 96 10 6 6 6
Hook STRIP 11�1 00 0 X . xx x I F-W114h,I--k �7 --- —6-- 13—A
JR090 Quo,Xxxx 6 T--
48 IIISTALLATIOPI 144-11/16 x 96 7 13
A14CPOR SCREV 16080 Dun,xxxx Iga-11/16 g 96 it .7 9 12 14 6
0 �111 BY VOOD 20080 DXXo XXXX 240-Illig q& 6 6
IS --6'IIAX. . 111 16
FRANC BY OTHERS
YVa By FRAMING ;,�TVO BY V0111)
-- f I SLI I G S
BY 0111EIZS A F,Ar,'IA 7
SLIDING(�LASS
1313DR IIOERc ST
MON 1 6'HAX.(TYP
;//o
SHEATHING 2
.uml ILIA ALLOY 6001
I ELEVATION By aTHERS
MUST BE OF SUFFICIENT LTH.To tilaromEN]
)r V INTO FRAMIR0 MEMBER, 1-1/4'Hill. EXI.FINISH I
; 6"FROM CORNERS& 24-O.C- VIEWED FROM EXTERIOR BY OTHERS U11RIOR-'jjUVAj(0
AT HEAD&jAilies wait ouo�sli, OXO DOOR SH13WH E Xlf RjrLP,-LLE-VAj f ot)
IvED EQL.APPLIcATIOtt Or DUO-SIL PERIMEICR CAULK LIXXO, XXXX DOOR SI-JOW1,1
IPLY TIN SEALANT MANUFAVURER'S 701PERED&LASS Py DINERS
CAULIC BEHIND fill At V1114=1 SILL, SE) $ILL IN DEB (T YP.)
R x
X
r
oxxo R-'
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0a 0"'0' X XXX I',_
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XX.. I _I
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2..0"X, xxx, 2 4,_�
'IS
'ALEHT FOR PERIMETER SEAL AROUND to KINGS ROAD Or CONVEX OR CAULK KINCO LTD
U JACKSOtIVILLE.YLOIUDA 3225
E' IS
THERS KINCO, L INSIALLATION ANCHOR SLIDING ULASS SONVILU'. FLORiDA
Or LISTED 114 ANCHOR CHART, USE 3/161 BIA, CIINCRETC DOOR FRAME JACK
tlfXf LARGER SIZE. SCREV ANCHOR(jYP.) JAHE
iITH
v jj,;F7,� INSTALLATION DETAIL W013D FRAME OPENING Cfll-ICRETE;ilk— I ING 6L �y Z,�CD huc�j nr,
MAY VARY PER NE REQUIREMENTS 1P
LRIS, SINGLE GLAZING IS SHO'NN, FJN SINOLE HUNG WN01 N40/50 1440/50HP HASfl�jfly OPENING DPEN'"G OX / X9 090 / OXXO t XXXX INSTALLATION 101KIA11
0111ERS
IN&IIIIIEth Bill r1h, 7- MANUEL IIARTjNCZ
I Fitt JAAS DO not REQUIRE MANUEL MARTIN AT111111-2/4/0,
7—
'El �txvaj
IIJIATION ANCHORS ARE ONLY RED' CIVIL PA-i
POOR sm ACaLTC—47162—'---
W.T S
QW
'r.73.I.Q. REV.IETTCU, n.fr,- --
-2 BY VOOD UCK flO x 11/1' MHIMUM IMBIDMEW OR
3/16' PFH 1APCOINS VITH
-4.563'- 1112' MIN. EMBEDMENT (TYP) WIIS WIL k INSK1.10 R1 Al MIN MEMO R A CAM OR
(2) PER HEA0 AN 00%M IMI K WE 01111 Ill EKE ff C961 2 OWN
19 311,�13 13091 15 RES, Rffi V11 13 IWO IN
1/4' GAP MAX, DO 1MR1 0163 RK 19 HI AND IK 111A ME UK 0 io
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To Fitive Not Approved-i - f16-0 psf
60 ftilk [Not A
1. - pprQy?d 11 -76 Psf
10.a r: MATERIALS LIST
0 0 ff[Rid DESCRIPil(w. PART 0BER CUMENTS
ymo-HEAD AB 11/4'x 4 L/16'MIL.TO 8UV go
#
JMB EV-10 1 19/16,MIL. 10 11
_[
FIXED IRRESPOLD 10'x 4 9/16'
IOP COIL EV-05 - 20 fiA SIFE1
INTERIOR79 5/16' 26 go,(017 402-,00)
I . , I, , EXTERIOR STEEL SKIN
MAX
mayll
fa—po a SIFF[ -(5'X I 67R,x 01)
up[OCK BLOCK IV-Q8
V0011 SfRIKE STILE EV-01
illlffl x 15/IV x 79_5/Iv 1111.10 81 V000
VOOD HINGE STILE j—11/ilx 15/W x 79—5/1"L.10[11 VOOD
LUCK FILLER PLAIE
EV-09 .02 IHICK PLASTIC
EV-15 07 THICK ISKIL)
,lot ,ii,
VOOD-HINGE JMR 19/16'NIL.TO 11E V000
F�L-jj 11/1'x
_110 x 3/1, V000 SCREVS 0)SCRIVS PER HINGE
110 x 21 FAV.S. (2)SCRIVS PER HINGE
III I'M VAN I vil DiM R exc4maw,
OPAOIEDAS L14 ca yw 99 104 VANRA I ire um OW119110ml
Soo ji'm, @ ' 110 x 3/1,FRV& 10 SCRIVS PER HINU
__T DATE%---
0�1 -�!L�� u x 2,Fmv& 2)U EACH SIRIKE PLATE
VIXSIT OW RO LECR
WOO
QN11 HOPIFICATIONS 61211W A
011�UW�MID,fm 9 -104E COUN Y HOI)IFUTIONS UK j!)
2 B1 V000 BUCK]
A0 pi6l[41 311k1s) )1151 RS
E!: Ni" if
Nil y HE DOOR
910 x 11/1, MINIMUM EMBININT OR —fif-RS,
Fit
3/16' PFH TAPCONS WITH . I -
I 1/2'MIN, Nlplii (HP) �Ifl 10 MIN, 31115-1w
(2) PER 11EAD JAMB SHEET 2 OF 6
DOOR CONFIGURATIONS
40.114,MAX
MAI 4.14AX
—3-MAX —3,MAX —4.WAX INTERIOR
MAX
WAX too*MAX
MAX 31 1/4.
_^X
LLA'MAXI IS-MAN MAX 37 1/2'MAX
M 3tv MAX
MAX 35 3",
15, X MAX
SIM 24
IN MA 4 12
MAX 0
MAX
—37 1/?.
_T MAX
Is-MAX 9/16,
_N_
WAX Hid LT_ 11 F
3*Hat 3.MAXJ 1::'.WAX 1.mAx--J L
4-MAX W WAX a $CC CLAZINO oi
4-WAX
V WAK-
1/4, EXTERIOR 17
XD 15,MAX It/i
MAX
p 114,
15,MAX MAX
SECTION A A
is.MAX 4 x OTHER CONFIGURATIONS
INSWING
A; A GLAZING DETAIL
6-MAJ� 4 MAX A. 3/4,
4 MAX MAX
4 � MViN VILLIAMS 850A MAX
4.MAI__u EXTERIOR GRACE LAtEX CAULK
EXTERIOR ESE
7 AL
LIKI15 LKIZ NOIED,RX DEC
EVRAM uass)(11101 s(I M U11
Al -�V_mu 1z THE Eii ENCLIT APPF�Wjz-0 AS R IAi 1 5(Xi Ci
FAW 6r. ERIOR
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31-1 GLASS BITE rx a P. I TAE,
SHEET,1-5:'�& FRILMIJUN ENY 'kM f Fz 31-1020-EW-1
PREMDUR ENTRY SYSTEMS
'..i OL "'T
FITISM,M 6676? ON IJ113' TEVERED GLASS BMWG C0109COMPUNICE OFFICE 6
ACCIEPTAIIi is ACCEPrAi i c
qgo
(OREVISIONS B Y)
n-.I 4nkl��li
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4x4 P.T. SYP#2
S-2 S-2 S-2 S_'2
POST, TYPICAL.
c3
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S-2 q)
4'-3 5-6" 9'-5
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SIMPSON PA51 STRAP ANCHOR 0
7C V) D < L�
11101 ^7 11 /3�\ f ri EMBEDDED IN WALL FTG. EA. OF
L*3 --- C) z c')
3 GARAGE OPENING SEE 4/S-3. TYP.. U- 4t.
2 �-2
1r3
C-65 o Is <
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IL
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T-9
F -1 3'-9'1 3,
S �2 SEE 3/S-lA FOR GARAGE
4 PORTAL FRAME DETAIL
L -1 S-1
S-2 EACH END (TYP.)
4" CONCRETE SLAB w/ i - --- _lj
FIDERMESH 0 1.5 LBS/CU.YD. i F _TF__`l
OF CONCRETE OR 6x6 Wl .4xWl.4 I I� I )I i rl�i
BOX COLUMN,
14L IV
WWF ON 6MIL VAPOR BARRIER
IN PREPARED GRADE.--\ --cr) SEE 12/S-3
1,�t�2 (2 PLACES)
r2 It
L
---------------------------
DRILL & EPDXY #4 @ 18" O.C.
& BEND DOWN INTO STAIR.
CONIC. STAIRS 0
s-2 SECONDARY POUR cn
<
#4@ 18" O.C. LJ
r DOWELS BEND
8" CMU STEMWALL w// INTO STAIRS. >
0
FOUNDATION PLAN #5 VERT. HOOKED INTO ll�
FOOTING 0 40" O.C: 4" MIN.
SCALE: 3/16" l'-O"
BEND 2'-0" INTO SLAB
(TYP]) GRADF Z
2-#5 CONT,
IN TYP. FTG a
SEE 1 /s-�� ''
.-A
TYPICAL FTG LJ Cn
WIDTH, SEE
EXTEND TYPICAL FOOTING 0
1/S-2. AT STAIRS & PROVIDE <
#4@ 18" O.C. E,W. r)",
SECTION <
a_
\11L ji SCALE: 3/4 � l'-O"
GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING gUPLIFTCONNECTORSCHEDULE ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER
MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION UaM TRUSS CONNECTIONS SHOWN ON PLAN SHALL LTT20B (SIMPSON) BESTCON HOMES
THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. TRUSS UPLIFT (LBS) SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL '/,00 A307 THREADED WOOD BEAM OR TRUSS QHD1 (QUICK-TIE) SUBDIVISION
RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: TRIBUTARY INTERIOR EDGE STRIP TODOUBLE (1)H8 OR (2)H3 < 745 CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR '/4" QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) PARADISE PRESERVE
DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, BASIC WIND SPEED 120 MPH 2)H8 < 1490 SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTER11OR BEARING LOT UNIT BLOCK
ECT., SEE ARCHITECTURAL PLAN, ARCHITECTURAL PLAN SHOWN AREA (sf) ZONE a =3j-6fp TOP PLATE 2�MTSII 2 < 2000 CONFLICTS THROUGH TRUSS. WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUD WALL 0 16" O.C. QHD2 (QUICK-TIE)
IMPORTANCE FACTOR 1.00 QR 2HTS20 < 2900 ONLY ROOF BRIG. WALLS w/o RODS SHALL BE 44
HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 24.0 FT 10 +45.1 -48.0 +45.1 -56.8 HEADER (2)HTS20+(2)H8 < 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9/S-2. LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S-2 FOR TYPICAL AN(CHOR Sw# SHEARWALL SEGMENT, SEE SCHEID. 6. HTT22 (SIMPSON) CUSTOMER PLAN NAME
ROOF PITCH 6/12 INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH
(D FOOTING SCHEDULE BUILDING CATEGORY 11 50 +41.5 -48.7 +41.5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS 714�11� STEP, SEE ARCHITECTURAL PLANS PINE KEY
TYPE LENGTH WIDTH DEPTH BOTTOM BARS EXPOSURE CATEGORY c MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN 0 HD8A (SIMPSON) DESIGN/DRAWN
V-0), ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.� +40.0 -46.5 BM#3 HEADER SEE DETAIL 1/S-lA ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPIMIG PER SW#(PERF) PERFORATED SHEARWALL SEGMENT LAP/MRG
F2,0 2'-0 2'-0" 3-#5 EA� WAY BOT. INTERNAL PRESSURE COEFFICIENT .18 SCHEDULE 3 FOR IN TERI OR/EXTERI OR ROOF BEARING WALLS IN ILIEU OF THE
F2.5 2'-6" 2'-6 3-#5 EA. WAY BOT. 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF SEE TABLE ABOVE ANCHORING SYSTEM SPECIFIED ABOVE. BRACE GABLE END PER 17/S-3 oj� PA51 (SIMPSON) CHECKED
EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL LAP
F3.0 3,-0" '31_op� V-01p 3-#5 EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES. THREADED ROD SYMBOLS, PER 3/S-3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS.
2. LIP'4EAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS DATE
F3.5 3'-6 3'-6 l'-0" 4-#5 EA, WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE PERMISSIBLE.
F4.0 4'-Oj' 41-Of' 1 I-Opp 4-#5 EA. WAY BOT. TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY WOOD PANEL SHEATHING SCHEDULE SHEARWALL SCHEDULE 12,13.04
FROM THE EXTERIOR WALL SURFACE. SCALE
4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS.
0 HEADER, STUD, & BEARING WALL SCHEDULE FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PQRCHES V," CDX PLYWOOD OB CDX PLYWOOD OR 7/16" 3/4" T&G PLWWOOD FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE BELOW OR SPECIAL SEE PLAN
HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-11/8" SPF STUD GRADE OR SPF #2 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHING, NAIL OSO SHEATHING NAILED wl DECK. GLUE AND NAIL wl HOLDDOWN AS INDICATED ON PLAN. PROVIDE DBL. STUD AT EA. END OF JOB No.
I- " THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE BOX COLUMN FOUNDATION (1)LTT208 (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON @ 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF
(2)2x6 4 4 1 1 FLOOR STUD SIZE AND SPACING S'TRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END SDlQa_ T0 FI�ST
(2)2x8 6'-4" 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING Is HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. EDGE & FIELD
(2)2xl 0 8'-4" 1 3 SECOND FLOOR 2x6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 (@ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING W/ (3) CS16 OR APPROVED EQUIVILANT. SHEET
(2)2xl2 10'-4" 2 3 - SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS LABE NAJHNG & END ANCHORAGE OF SHEARWAL
SEE PLAN 16P-4pf 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% UTERIOR BEARING WALLS INT. SHEARWALL O.C. WITHIN 4'-0" OF ROOF' (FOR NAILING @ SPECIAL swl: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD
I - E3'y U SING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND Y SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE 1/2"x6" Ig SHEARWALLS, SEE SCHEID, ANCHOR- 5/,,"0 ROD QIR (2)'/2"0 RODS QE (2) '/," QUICK-TIES
1. TYPICAL HEADER SYP #2 U.O.N. ON PLAN, 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2 DORECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO THE THREADED RODS w/ 2x2x/a" PLATE WASHER EDGE). 6. FOR SHEARWALL SW2: USE SWI NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS
2, JACK AND KING STUDS SPF#2, 2. PLATES IN CONTACT wl CONIC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03,
J. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3, BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED @ 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/,"0 RODS OR (2) 3/," QUICK-TIES
3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING, THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE 6" O.C. FIELD
4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE, 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TA13LE. A SPECIFIC "DESIGN LOAD RATING." NQ FURTHER REQUQTION I ANCHOR- w/ '/2"0 ROD OR '/," QUICK-TIE
5 PROVIDE (2)2xl2 SYP#2 HEADER @ GARAGE U,O,N, ON PLAN, ARE ALLOWE GARAGE HEADER JACK STUDS 2)MSTA24 EXAMINE ALL SECTIONS DETAILS FOR SPECIAL NAILING & BLOCKING; CONDITIONS.
790 �mvv_ ldk�_
rREVISIONS BY
(3)2x4 SPF#2 POST
BOTH ENDS LVL HEADER.
F sw-3- 1, SW-3 sw-3
K
4x4 P.T, SYP#2 sw=" W-3 SW-3 s w SW-3
----------- tY I c�'§A P' P E
xr t F
J
POST, TYPICAL. 1 (2)2xl 2 1
i _(13
(2)2x4 SPF#2
PROVIDE 2-PLY LVL POST BOTH END�
A
u�
BEAM WITHIN FLOOR OF TRUSS F7.
I SEE 3/S-lA FOR GARAGE
S� 'TEM TO MATCH FLOOR
----------
I Ln PORTAL FRAME DETAIL
_j r'I — \_——— I I
EPTH TO SUPPORT SW I I L' LL_
j
> EACH END (TYP.)
OVE. FASTEN EA. END 7
(n In
POST TO
PER DETAIL 2/S-lA. I (/�I V)
-il f MATC 41ll
<1 H .1
m QfI ly-
PROVIDE \BLOCKING BCT'WEEN'__
DD EACH TRU-S9 FOR ATTAC'H' !mE'NT
< x
p -()-r�'ROOF--DECKif-(TYP.--,-'-ENTIRE
LLJ .......
(2)2 4 PF#2 POST u� (3)2x4 SPF#2 PO§T�--_�-
ID, H OF BLDG. i2
U) 11 1 -1,
TH-ts F BM#2. S _lv_ i L71 BOTH ENDS OF B \1 0
t
�O
T,
W-3
'§A
rK
7:1
EN OF P
0 _L_==M-_ATC POST
BM#1
BOVE, ........ x
3
LEDGER, SEE DETA T-3.
'J& IL 1U7 Lo
2r=�'L I I I LEFaR, SEE DETA L I (D 0)
FE=A�Qfl I !I C Lo
/121 MN
POST TO (3)2x6 SPF 2 6x6 SYP#2 POST C) Lu 0 Lo
MATCH POST7 #
ABOVE. (3)2x4- SPF 2__ POST POST BOTH ENDS V__ THIS POINT OF BM#l . C)
T is END OF B M#,3. OF (2)13/4"xl 4" o
Mi `AW:=T, �RIE LVL -------�_lj NOTE: *BM #* INDICATES BEAM F__ D < L >� Al
�\7 o co
PER TRUSS PACKAGE, DESIGNED
o <
L _j
L - -_=vNPx4 SPF 2 BY DELEGATED ENGINEER.
\c I I SW-3 -4-- � o" U
V) 0 -q? 9
POST BOTH �END 0 �_
0) 0) 5r
OF TR S F 1p: o
BOX COLUMN, SECOND FLOOR SHEARWALL FRAMING PLAN- 00
S-3 SCALE: 3/16" = l'-O"
SEE 12/
x
(2 PLACES)
PLAN NOTES:
1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS.
2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME
2 2xl NOTE: *BM #* INDICATES BEAM POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL
L
PER TRUSS PACKAGE, DESIGNED
BY DELEGATED ENGINEER. POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22,
U.O.N. ON SHEET S-1.
1 sw-3 sw-3 SW-3 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH
L_:� BEARING END OF SUPPORTED MEMBER.
ALL EXTERIOR WALLS AT 4) X MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS
THIS LEVEL ARE CONSTRUCTED AND OTHER SPECIAL CONDITIONS. ADDIT]IONAL RODS FOR GENERAL UPLIFT ARE REQUIRED,
OF 2x6 WALL FRAMING. SEE SCHEDULE 4.
FIRST FLOOR SHEARWALL FRAMING PLAN- 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FIR.AMED BY PRE-ENG. ROOF TRUSSES.
SCALE: 3/16" = l'-O"
PLAN NOTES: r
1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ON ROOF FRAMING MEMBERS.
2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT
ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS
ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUIILT-UP POST CONSISTING OF (3)2x
SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEM BEAM TO POST (OR HEADER) WITH 0
(2)HTS20, FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED
IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS cn
WITHIN 6" OF THE SUPPORT POST. Li
-3) SEE DETAIL 13 & 14/S-,3 FOR ATTACHMENT OF INTERIOR S)HEARWALL TO FLOOR & ROOF
TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINIATE BETWEEN TRUSSES. >
4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL, DIRECTLY BENEATH 0
BEARING END OF SUPPORTED MEMBER.
5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS.
M
EXTEND HEADER 4P-0" W
(2) SIMPSON MSTI60 STRAPS, TO FAR SIDE 0 cj:�
EACH END, CONTINUOUS DOWN OF WALL.
OPPOSITE FACE ABOVE AND
BELOW BOTTOM OF HEADER.
M Lj
5/8" THREADED ROD, SEE
SCHEDULE 6 ON S-1. NAIL ENTIRE CORNER cn
ZONE AT 3" O.C. m —
BOTH WAYS. 0
WALL SHEATHING, <
EA�CH SIDE.
PORTION TO BE
REMOVED. 0:�
NAIL EN'TIRF CORNER <
ZONE AT 3" O.C.
BOTH WAYS.
(4)2x4 MIN. CORNER SHEATHING
(SINGLE PIECE) DETAIL
(4)2x- STUDS, SEE TOMER
DETAIL A-A FOR CI'S
(2) SIMPSON HD5A, CONFIGURATION. 5/,,"0 THREADED r BESTCON HOMES
wl 2-34"0 THRU BOLTS. SUBDIVISION
ROD. PA51 STRAP, SEE PARADISE PRESERVE
2-PLY 16" LVL, SIMPSON HTT22 WITH 5/s" DETAIL 4/S-,3. LOT UNIT BLOCK
SEE PLAN. BOLT BETWEEN CONNECTORS. 2-PLY LVL DET 44
SIMPSON DSP STUD TIE SIMPSON HD8A WITH A-A CUSTOMER PLAN NAME
DBL. TOP PLATE. P ATE EACH SIDE OF HTT22. ATTACH (1)HTS20 3-7/80 A307 THRU BOLTS EDGES NAILED NAILS @ 3" O.C. PINE KEY
FROM BEAM TO POST w/ 8d NAILS AT AT EACH STUD. DESIGN/DRAWN
3" O.C. TO EACH LAP/MRG
STUD THROUGHOUT DETAIL A- A CHECKED
LAP
jjj PORTAL.
DATE
ATTACH (1)HTS20 SYP#2 DOUBLE PA51 STRAP AT 12.13.04
FROM BEAM TO POST TOP PLATE 5/8"0 A307 THREADED ROD. /- GARAGE DOOR SCALE
OPENING, SEE 4/S-3 SEE PLAN
DRILL & EPDXY, 8" EMBED INTO JOB NO.
\- HEADER, SEE PLAN. BUILT-UP POST, SEE_�J�_LLL MONOLITHIC SLAB FOOTING
PLAN FOR ATTACHMENT (23/4 " MIN, EDGE DISTANCE. SHEET
AT FOUNDATION.
HD8A LVL CONN . ( 2— PLY) rT"� GARAGE DOOR PORTAL FRAME
HD5A/HTT22 LVL CONN . ( 2— PLY) r2 ��IA SCALE: 3/4" = l'-O" S -- I A
SCALE: N.T.S. SCALE: N.T.S. SHEET 2 OF 4
WALL STUDS AND SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM PROVIDE ANCHORS PER 9OXED COLUMN, :C 8" C\J Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS B
SEE SCHEDULES 2, 5 & 6. OF STUDS, SEE SCHEDULE 3. OMIT (9 SCHEID. 3 ON S-1 @ FND SEE 12/S-3. 1� Design in accordance with requirements of the Florida As an alternate to the threaded rod anchors Y)
AT BOX FRAME THAT IS Building Code 2001. specified within these documents, the contractor
SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM -1 'lox Z ; �J
UPLIFT CONNECTOR AT TOP AND BOTTOM Dead loads: (actual) Live loads: (uniform)
SEE SCHEDULE 3 ON S-1 -\ 1 #5 CONTINUOUS, PROVIDE OF STUDS, SEE SCHEDULE 3. OMIT @ STRAPPED TO BEAM ABOVE. Floor 13.5 psf Floor 40.0 psf may choose to install Quick-Tie (TM) Wire Rope
...... 0 M (QT) as fabricated by Quick-Tie Products, Inc.
S WALL STUDS AND SHEATHING, I 1 11 Roof 13.5 psf Roof 16.0 psf (T.C.L.L.)
AND DETAIL 8/ -2. CORNER BARS (TYPICAL) I THREADED ROD ANCHOR SYSTEM <-- Attic 10.0 psf (B.C.L.L) 1/2" rods shall be replaced with '/4" OT & 5/a"
SEE SCHEDULES 2, 5 AND 6. .....4 1#5 CONTINUOUS, PROVIDE _J
I" BPI V) (see paragraph 6 below for reduction of load combo) rods shall be replaced with 3/," QT, U.O.N.
AT WALLS 4'-Q" HIGH, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) DETA Quick-Tie (TM) products shall be installed by a
- SLA I IL AA N
PROVIDE TEMPORARY B ON GRADE, SEE SCHEDULE 3 ON S-1 2. Deflection criteria: factory trained and licenced installer. V,11 &
4 Roof framing live load L/240 total load L/180
EXTERIOR GRADE 0- Ckf SEE PLAN. Floor framing live load L/480 total load L/360
BRACING UNTIL 7 DAYS SEE PLAN, CON T. BRICK LEDGE AND DETAIL 8/S 2. 4 SLAB ON GRADE QT's shall have minimum allowable capacities of
AFTER SLAB IS POURED. (AT BRICK ONLY) Ld "7- 2850# and 6540#. respectively. QT wire rope
I
SEE GENERAL STRUCTURAL 4 04 .4 SLAB ON GRADE, OR SLAB ON GRADE, < 3. Lateral loads: shall be pretensioned to eliminte the
A - L 8" THICKENED SLAB (UNLESS
16 bi constructional strecth inherent to all helicolly-laid
NOTES 11 , 12 & 13 C I D >� / . SEE PLAN. SEE PLAN AND ARCH. bi INDICATED AS A LARGER FOOTING Wind design per FBC 2001, section 1606,2 wires and strands. The pretensioning forces LL
< 4 4 V) See sheet S-1 for Lateral Load specs.
8" CMU STEMWALL w/ #4 X N k \\,� required at installaian shall equal the above listed
ON PL
AN), SHALL BE MIN. 4" U P,E
0 48" O.C. VERT. REINF. C) 4, Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning
WIDER THAN WIDTH OF BOX
46 Design as per ACI 318 latest edition
CENTERED IN WALL GROUT 4 4 strech table.
i !:!tL)EC 1 4 PO4i-:-
COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.)
ALL CELLS SOLID. FIELD
00
BEND INTO SLAB. �'-I _,�, I . Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" in footings and mesh
8" CMU STEMWALL w/ #4 @ 481) 5 3,altv��
ALT. FOOTING AT shall be centered in slab on grade. In all continuous footing provide #3 0 48" oc or rod chairs . Provide
4
O.C. VERT. REINF. CENT'D IN continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum
BUILDERS DISCRETION.
#4 DOWEL TO MATCH (3-#5 CONT. @ BRICK LEDCE) WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element, All reinforcing steel shall be placed in accordance with the typical bend
0 2-#5 CONT-� 4 diagrams and placing details of ACI standards and specifications. All reinforcing steel shall be held securely in
WALL REINFORCING. 6" 12" 1 -STORY FIELD BEND INTO SLAB. position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be
16" 2-STORY 40 bar diameters, Reinforcing steel - ASTM A615 grade 40, welded wire fabric - ASTM A185.
#4 DOWEL TO MATCH WALL REINF.
3" CLEA 20 CONTINUOUS CONCRETE 5. Foundation: Soil bearing (Design Maximum): 2500 psf
(TYP.) FOOTING w/ 2-#5 CONT. 3" CLEAR (TYP.) 2002 CONT. CONIC. FOOTING w/ 2-#5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil, the engineer shall be notified.
6. Pre-Engineered wood roof and floor trusses: Design of oil pre-engineered wood trusses shall bear the seal of
STEM WALL & FOOTI N G MONOLITHIC EDGE FOOTING r2_� STEM WALL w/ THICKENED FOOTING an engineer in the State of Florida, All trusses shall hove temporary bracing per "Commentary and
Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, 1-118-91." for their
bracing requirements, notify engineer, Provide permanent bracing per truss mfr. Shop drawings. The contractor
SCALE: 3/4" 1 '-0" (SIM. AT PORCH EDGES w/o WALL) '�,�-2 SCALE: 3/4" V-0" 1,,�-J2 SCALE: 3/4" = V-1211" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom chords and attached to
each truss with 2-8d� common nails. At end walls provide diagonals (cpproximotely 45%) to the adjacent
exterior perpendicular wall and between each line of bracing to form a zigzag pattern oil constructed of the Q
some bracing materiall. Also along exterior walls parallel to bottom chord bracing provide diagonals in the end u) "70q
WALL STUDS AND SHEATHING, WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at a maximum spacing of 20 feet. For wind C C14 LO
SEE SCHEDULES 2, 5 & 6. 0 LU I Lo
() a,
uplift, trusses shall be designed w/ a min. dead load condition of 5 psf top chord & 5 psf bottom chord.
UPLIFT CONNECTOR AT TOP SEE SCHEDULES 2, 5 & 6. Reactions calculated ffor the bearing points of roof trusses shall be reduced in accordance w/ FBC Section C:
1609.4.3. Specifically, attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when 0 >
WOOD PANEL SHEATHING IF SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM V) <
SILL PLATE CONNECTION, combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for all truss- V) 0 CO
U_ CO
SHEARWALL, SEE PLAN AND ---__...,, INTERIOR STUD BEARING SEE SCHEDULE 3 ON S-1 SCHEDULE 3. OMIT 0 THREADED SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT @ to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) -0 0
SCHEDULE 4. WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM C>6 (1) a) co <
AND DETAIL 8/S-2. L_ C) W C)
7. Wood Sheorwalls: Sheothing for sheorwall shall be as indicated on Schedule 5 and holddown as indicated (n a, L)
() V) 0 _LD
SIP CMU STEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwall segment per building code section 2313.2.2.
UPLIFT CONNECTOR AT TOP 1#4 CONTINUOUS, PROVIDE C5) c� -,:r
AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION, @ 48" O,C. VERT. REINF. I This SW type is desigrned as one long wall segment including the windows/door openings with a holdclown C: Cq
/-- SEE SCH17DUIE 3 (IN S-I CORNER BARS 3' EA. SIDE required only at the extreme end. 0
1, 0 -,, CL
SCHEDULE 3. OMIT @ THREADED -2. CENTERED IN WALL GROUT SLAB ON GRADE, OF RECESS. (TYPICAL) () E
AND DETAIL S/S ALL CELLS SOLID. FIELD > 0 -5
ROD ANCHOR SYSTEM < IF SEE PLAN. 8. Reinforced Masonry- D)esign per ACI 530 current edition required compressive strengths; 0- V)
BEND INTO BOND BEAM. :E - 1 51/2 Masonry walls and coliumns f'm = 1500 psi
- Reinforcing steel - ASTM A615 grade 40
SLAB ON GRADE, 0
SLAB ON GRADE, - 1 U
0/ . SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-I hollow conc. masonry units w/
4 SEE PLAN. type IS' mortar. Wall icoursing shall be running bond, stock bond shall not be used. Grout all cells containing
Z vertical reinforcement with 3000 psi peo rock conc, grout. Splices in reinforcing, where permitted, shall be
4 CD
04 48 bar diameters all (cells below finished grade shall be grouted solid. All exterior walls shall be reinforced
8" x 8" BOND BEAM
W/ 1-#5 CONT. PROVIDE full height with: #14 @ 4'-0" o.c. max,
#4 at each corner. wall ends, & wall intersections
CORNER BARS (TYPICAL)
4
I -STORY 161 Q ..4 ALT. FOOTING AT At sternwalls contruct,ed of 5 or more courses, provide horizontal joint reinforcement at 16" o.c. vertically,
2-STORY 201) 2-#5 CONT. 4. 2-#5 CONT. (every other course) unleiss noted otherwise. Lop joint reinforcing 6" minimum.
BUILDERS DISCREATION,
1-STORY 12" im or: 00 rominig shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise
CONTINUOUS CONCRETE 161F noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber
2-STORY shall be preserved with Sodium Borate (DOT-Disodium Octaborate Tetrohydrate), If however, ACID or Non-DOT
3" CLEAR 20" FOOTING W/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized. If ACZA
(TYP.) LEDGE AT BRICK ONLY. preservative is used, all attached fasteners shall be Stainless Steel.
10� Fasteners & Epoxy: Embedment of expansion bofts shall be 31/4" minimum in concrete & 5/4" in grouted
STEM WALL AT GARAGE CURB AT GARAGE masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rods
BEARING AT INTERIOR r4 or rebor dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than rebor size &
SCALE: 3/4" V-0" larger than threaded rrod size.
�2 SCALE: 3/4" = V-0" 2
SCALE: 3/411
11. Anchor bolts embedde!d in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts
shall be cleaned with a solvent such that they are free of any oily residue.
WALL STUDS 1 #5 CONT. SLAB ON GRADE, SLAB ON GRADE, 12. Bracing: Provide all temporary bracing, shoring, guying or other means to support structural elements in
UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE SEE PLAN. 1000N . SEE PLAN, place during construction.
WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM 4 4 13, Dimensions: Verify aill dimensions with architectural drawings, See architectural, mechanical, electrical and
SHEATHING, SEE 2, 5 & 6.
SCHEDULES 00 4 0 plumbing drawings for embeds. openings, sleeves. etc. Which are not shown on structural drawings.
2, 5 & 6. SEE ARCH PLAN SEE 7C/S-2 1#4 EXTENDED 3' EACH 14. Means and Methods: The structural engineer shall not have control or be responsible for construction
SILL PLATE SIDE OF RECESS. (TYPE.) means, methods. techiniques, procedures, or sequences; for the acts or omissions of the contractor, or any
CONN ECTI ON, 8 12"x12" THICKENED other persons performilng the work or for the failure of any of them to construct the work in accordance
8%8" THICKENED w/ the contract documents,
L SLAB ON SEE SCHEDULE. SEE ARCH PLAN EDGE w/ 1-#5 EDGE W/ 1-#5
52 SEE 7C/5-2 15. Shop Drawings; Shop, drawings shall be prepared and submitted to the Engineer and Architect for review for
GRADE, 'y CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components.
1 -#5 CONT., SEE PLAN. :ii:
16. Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural
51 THICKENED SLAB
PROVIDE CORNER -,/ . I I . I 'f SLAB ON TH CKENED SLAB r6B wood panel sheathing, uplift connectors, sheorwalls, headers, spacing of threaded rod anchor.
1 1 A.� 1 2 r6A
BARS (TYP.) X
GRADE,
7,
-1 SEE PLAN -2 SCALE: 3/4" V-0" SCALE: 3/4" V-0" 17. All exterior porch ceilings shall be sheathed with one of the following:
Gypsum (waterpiroof) green board. w/ 5d cooler nails 0 6" o.c. edge & field
lot--
'/4" (or greater) CD)X plywood, w/ 6d common nails @ 6" o.c, edge & field >
_J
SHOWER PAN SLOPES TO DRAIN, SEE
Z ;,;-,\ - 16 OSB, w 8d common nails @ 6 o.c. edge & field 0
�w ARCH PLAN, MAINTAIN 4" MIN. 0 SCHEDULE 'AA' SCHEDULE 'BB'
<
CONNECTOR E II.-_ I
SLAB THICKNESS. A SPH4/6 016" O.C. SPH4/6 @32" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. (stud size and species as indicated on S-1).
SHOWER PAN SLOPES TO DRAIN, SEE ARCH 2nd LVIL KING CS16 @32" O.C. CS16 032" O�_ Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of LJ
B C.
4 STUDS TO 1st the wall. Fastening shall be with 8d common wire nails @ 6" o.c. edge and field. _J
.4 4 8" CMU STEMWALL w/ #4 @ 48" O.C. VERT. PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. LVIL FRAMING. C SPH4/6 932" O.C. SPH4/6 032" O.C. < 0
19. Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural
REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE engineer are limited to the following: continuous load poth for wind uplift, wood panel sheorwalls, wall E):f 0
D
SOLID. FIELD BEND INTO CURB. PROVIDE (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE framing & req'd sheathing & headers directly supporting roof framing. Items not designed ore pre-
CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK 0 LTT20B TO 4' WIDE LTT208 TO 6' WIDE engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to-truss connections, :D
LEDGE AT BRICK ONLY. 0 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system, <
CS16 TO 4' WIDE CS16 TO 6' WIDE
STEMWALL wl SHOWER RECESS r5M MONO. EDGE W/ SHOWER RECESS PROVIDE SOLID F L(2) CS16 TO 9� WIDE (2) CS16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE :D Z <
BLDCKING BETNEEN , I QUICK-TIE (ALTERNATE)
CONNECTOR B 1 1 ALL TRUSS-TO-TRUSS Cl:� D Q:�
SCALE: 3/4" = V-0" ��2 S')CALE: 3/4" =: V-0" FLOORS. 2nd LVIL WALL STUDS TO 2' CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS 0
1 __1st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 1 2-8dxl'/2 Cn LL_
- FRAMING CONNECTOR 3. WHEN USING TWO STRAPS ON H 2.5A 10-8d HA4 9-1 Odxl '/2"
1#4 EXTENDED SINGLE PLY TRUSSES, PLACE
,3' EACH SIDE V STRAPS DIAGONALLY ACROSS DBL H3 8-8d HA4 -9-1 Odx1 '/2"
WOOD PANEL SHEATHING IF STEP, SEE ARCH. OF RECESS. 3" (TYPICAL ANCHOR DRILLED EPDXIED THREADED CONNECTOR A TOP PLATE FROM EACH OTHER. U'SE H8 8-8d -
SHEARWALL, SEE PLAN AND (TYP.) ROD ANCHOR, SEE GENERAL DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS1 2 14-1 Odx1 72 MTS12 14-1 Odxl '/2
SCHEDULE 4. NOTES AND DETAIL 2/S-3. TO WALL STUD. 4. 5/,,"0 OR 74% THREADED RODS - X 2 -
INTERIOR STUD BEARING HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED 'TO SLAB CS16 22-1 Od MS36 26-10dxl '/2"
UPLIFT CONNECTOR AT TOP FTG, PER
WALL, SEE SCHEDULE 2. FOOTING w/ 5" EMBIEDMENT. OR TO LTP4 12-8dxll/2" N LS1 2 5-1 Od x1 1/2
NUMBER OF
AND BOTTOM OF STUDS, SEE: T. MSTA24 18-1 Od MS24 18-10dxl '/2"
SHOWN). 414 " MINIMUM STUDS EA. SIDE CONNECTOR D STEM WALL w/12" EMBEDMEN
0" SCHEDULE 3, OMIT 0 THREADED 5A (NOT KING J i-
SILL PLATE CONNECTION, EMBEDMENT /SIMPSON H3 AT SAME HEADER TO JACK (SEE 8/S-2 FOR TYP. ANCHOR MSTA30 22-10d
ROD ANCHOR SYSTEM OF OPENING, SEE I I I
SEE SCHEDULE 3. 7B @ CURB SCHEDULE 2. SPACING AS CONNECTOR A HII STUD INSTALLATION & EMBEDMENT '/2"0 HTT16 (see below) QHD2 (see below)
y 7 RODS) LTT20B (see below) QHD1 (see below)
STEP, SEE ARCH, PLAN. SILL PLATE, 5. (*) INDICATES USE OF HALF Or
SLAB ON GRADE, SEE SCHEDULE 3. SLAB ON GRADE, ROUGH OPENING SEE ARCH. FASTENERS AT EACH END OF SPH4/6 10-10dxl '/2" LS1 8
-- SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR, LUS28 6-10dxl'/2" to ledger & 4-10d to truss
NUMBER OF JACK STUDS THAN 4' PROVIDE 6. (**) BEND LS18 STRAP OVER DBL. 2
a TOP PLATE FASTEN TO DBL. TOP 5 threaded -ad embedded 7" into masonry
CONNECTOR E --- EACH SIDE OF OPENING, SPH4/6 AND ANCHOR
SEE SCHEDULE 2 BOLT OR ROD ANCHOR PLATE wl 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent.
KING STUD TO STUD w/8-10d. Fngtpn to post W/ 12-16d DATE
CL 8"X16" THICKENED WITHIN 6", UNLESS
0 PROVIDE SAME EDGE FOUNDATION. SHEARWALL ANCHOR HOLDDOWN ANCHORS
01 w/ 2-#5 CONT. 3" STEP, SEE DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS r
&; DESIGN/DRAWN
"t .1 .. 'a REQUIRED FOR SHEAR NOT
0 1-STORY 16" AR HTT22 32-16d SINKERS NAILS TO POST & 54"0 A307 THREADED ROD TO FND. LAP/MRG
(4" MAX,) V y I
CH, SLAB FOOTING. SHOWN FOR CLARITY, SEE tA S PRESENT. HTT16 18-16d COMMON NAILS TO POST & 5/8"0 A.307 THREADED ROD TO FND.
2-STORY 20 EQUAL TO SLAB Z� UPLIFT CONNECTOR HD8A 3-7/,, 0 A.307 BOLTS TO POST & 7/8"0 A307 THREADED ROD TO FND, CHECKED
THICKNESS. LAP
SCHEDULE ON S-1. �- CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD TO FND.
7C @ SLAB RECESS 1 st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 7,,"0 A.307 THREADED ROD TO F N D. SHEET
LTT20B 10-16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FND.
M T TYPICAL OPENING DETAIL AND I PA51 EMBEDDED IN CONIC. FTG & ATTACH TO JACK STUDS w/16-16d COMMON NAIL.
< r7 ONO. FOOTING AT STEP - DOWN r8 YPICAL ANCHOR INSTALLATION /,--9�CONVENTIONAL STRAPPING SCHEDULE- HOLDDOWN FASTENER SCHEDULE S 2
a ��-2 SCALE: 3/4" V-0" SCALE: 3" l'-O"
_J . .....
A' G
44
,Ki'l
�-2 SCALE: N.T.S. J-2 SCALE: N.T.S. (SIMPSON QUICK-TIE)
Yo Aill"M(L
3 GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOWZDOOR GENERAL NOTES: MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST LEGEND: THREADED ROD SYMBOLS REVISIONS BY
NUT AND WASHER BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD The threaded rod anchoring system shall consist of A307 threaded rods (diameter per SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. BOTTOM OF THREADED ROD FASTENED
1 SPACING:
PER ROD NOTES NIA,'
J 0. @ Top plate splice shaIll not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost 14 z TO LOWER LEVEL OEANA OR HEADER
7_ 1 " MAX - 1 1
+ 3 the king studs and the� first threaded rod plate at the locations indicated in these documents. Above top plate, provide a Yx �HEARIWAL LI w/SIMPSON HTT22 PLACED UPSIDE
I SHEIARWALL
anchor. 3"xl/4 " thick steel washer. Fasten with a nut and allow at least 3 threads to extend
WALL STUDS & R( SPACING (Z) Provide full sheathing above windows, and above tightened nut. (typ.)This system eliminates the conventional strapping requirements THREADED ROD
SHEATHING PER nail wl 8d @ 3" OC edge & field. TERMINATES AT X TOP OF THREADED ROD TERMINATES AT
PI SCHED 4 POST BELOW of wood framed construction (i.e. stud-to-plate ties, bottom plate to foundation ties,
S C H ED. 2. 5 & C). @For rods specified on plan adjacent to wall INTERMEDIATE - UPPERMOST TOP PLATE,
GIRDER, SEE floor-to-floor straps, and header to jock stud straps) unless otherwise noted in these
. . . PLAN openings, locate rod wi'thin 3" of the king documents. LEVEL w/ NUT
THREADED ROD stud. AND WASHER. TOP OF THREADED ROD TERMINATES AT
ROD INSTALLATION:
SYSTEM PER ROD /FRAMING AT - - ------- ---------- ------L INTERMEDIATE LEVEL.
NOTES AND PLAN WA L L OPENING, @Provide an additional row of 8d nails 0 6" At all plate penetrations, provide a hole in the plate 1/4" larger than the diameter of the P
o,c. into one of the king studs adjacent to - ----1- r- -71 ------ re) g P E
LOOR 77- ------
SEE SCHED. 2 threaded rod used, While single continuous rods are preferred, couplers (Simpson CNW or F
all openings (In addition to other nailing 11 N04
SEE ARCH. @Where rod is specifie�d on plan adjacent to STRETCH TABLE P
BETWEEN RODS PER maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut ---�HEADER, I I I
equal) may be used in cases where one continuous rod is unfeasible. The rod $hall be FRAMING I In I I QUICK-TIE (TIVI) PRETENSIONING EC J�A
SILL ANCHOR INFILL ROUGH OPENING specified in schedules 3 or 4). 1 E�
installed approximately centered in hole. Rods may be slanted from true vertical by a
0
A I I S , PRE-STRETCH LENGTH STRETCH REQUIRED TO
SCHEDULE 3, girder truss or beam, locate rod within 3" of above the uppermost plate shall be secured over the washer to a snug-tight condition PHEA WA SEE PLAN I �EARWALL OF WIRE ROPE (Lc) PRETENSION WIRE ROPE
post. I tSEE iPLAl I SEE PLAN I P of
I r -I (Distance from slab to to
EPDXY ANCHORING: I I uppermost plate of wire rope) 1/4" OT 3/8" QT
At openings greater then 4'-0", attach dbl. plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). LI 7
I 1 3/, 5/8
ROD EMBEDMENT FOUNDATION, top plate to header w/SPH4/6 @ 32" o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength 1 1 1 1 97"
DEPTH PER SEE PLAN cripple studs are used attach SPH4/6 to Epoxy or approved equal, Provide a minimum edge distance (measured from centerline of 109" 7/8 3
FASTEN THREADED ROD TO ADDITIONAL ANCHOR
ROD NOTES cripples & attach cripp,le to header w/H3. J FOUNDATION /4
@When rod spacing exceeds 6'-0", provide rod to edge of slob) of 2" for 2x4 framing and 3" in 2x6 framing. (See 8/S-2 for FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHEID. 3 121 it 7/811
L an additional rod of 8d NAILS @ 6" O.C. into typical anchor installation & embedment of /, "o rods) 145" 11/811 lit
dbl. top plate. Stagger this nailing with --� THREADED ROD GENERAL NOTES rT-� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 1 Y"', 1 V2"
typical nailing. r2 (3
THREADED ROD ANCHORING SYSTEM 245" 2" 1-5/8" r—
��-3 SCALE: NTS SCALE: NTS (D
1\�J3 1 14" C:
1\�,-3) SCALE: N.T.S. 260" 21/81,
Q) CO
4" 1 V," 0 2x6 2x SYP.#2 DBL. 'TOP AT EXTERIOR WALLS, FASTEN 71) LO
- DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE 41-010 MIN.
IMAX WALL SHEATHING TO DBL. :8
C5
SEE SCHEDULE 2, I/S-3 FOR SPH4/6 ROD, NUT 1 V2" @ 2x8 V2 PLATE. FASTEN TOGETfHE 0 >
STRAP FROM GARAGE REQUIREMENTS. ROUGH MIN. HEAD OR MINIMUM & WASHER HEADER, PER w 10d COMMON NAILS 6R -IF I-IF 01 1 F -T- P PLATE w/ 8d @ 3" O.C.
OPENING SILL PLATES FASTENER E.E. SCHEDULE2 OPE ING Lun) <
4 + F, STAGGARD INTO BOTH PLATES 0 'r co
4-12 16" O.C. PROVIDE 3-10d . . < -6 -
TOE NAILS WITHIN 24" OF ANY SPLICE. :M
4#-4)1 (1)2x4 SPF #2 C,6 2 0 co <
STUDS, SEE SCHEID 3. GARAGE HEADER, COMMON NAILS EA. SIDE 2 cc,:)
SEE SCHEDULE 2. + X 7 (TYPICAL)
2-12d KING & JA FASTEN CORNER 4-
CK END FASTENER
61-4" (2)2x4 SPIT #2 (1)A34 I -- . co OF SPLICE (TYPICAL) V) 0 q)
TOE NAILS STUDS PER POST TOGETHER X NAIL FROM 0
DOOR HEADER TO JACK z.] d PER NOTES X X, XI
/F -0 -5:
THREADED ROD, 8F-4)l (3)2x4 SYP #2 1)A34+ 6-12d SCHED. 2. OTHER SIDE C14 24" MAX. EXT. WALL 0) 0) 0, C
I 'It o
TOE NAILS W/12d COMMON 47-
SEE SCHEDULE 4. ADD SIMPSON PA51 STRAP WHEN GARAGE WING (3)2x6 LVL (2)A35+ 6-12d @ 6" O.C. OF 2nd PLY.-�;/ - ------�- 6" MAX. INT. WALL
<1 12'-0�1 TOE NAILS 1 0 0 CL
WALL < 3'-6" EMBEDDED IN CONIC. FILLED 2x8 SPF T&B (2)12d 0
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS
STEM WALL, FASTEN TO KINGS w/ 18-16d N Al LS. IN TWO STORY CLEAR HEIGHT WALLS. --I EAD OR L (STAGGERED). X D Ln
wl 12d @ r8 BL TOP PLATE SPLICE DETAIL
3-2x STUDS (SEE DETAIL BELOW) it SILL PLATES D
(6)12d TOE NAILS TOP 0.C. SEE SCHEDULE E.E. (MIN) CORNER POST X a 0 0
AT CORNER. ADDED PA51 STRAP KING & & BOT. TYP) LROUGH OPN'G, SEE ARCH. �-3 SCALE: 3/4" = 1 '-0"
CONCRETE SLAB, EMBEDDED IN CONC. JACKS SHEATHING I DBIL STUD @ END OF SHEARWALL
SILL PLATE, SEE- 6 CONT. AT HEAD & SILL ER TRUSS. SEE DETAIL PT. SYP#2
FILLED STEM WALL wo
ULE 3, SEE PLAN. PER SCHED. 1 fi. cf) C� I 2x6 IF NO THREADED ROD OR ANCHOR
SCHEID WHEN GARAGE WING < GIRT/VERT 7/S-3 FOR NAILING PATTERN. --or-2x 2x4 SILL PLATE
WALL 1 -6". OR PLAN i�j JOINT. FRAMING IN 1st \OR GIRD NAILING PATTERN NAILING PATTERN BOLT IS LOCATED AS SHOWN PROVIDE \-�x
S < 3' LTP4 ON Y'INSIDE FACE. OR 2nd FLOOR OF A 1/2 "0 EXPANSION BOLT (wl 5'/4
2x SPF RIPPED
33/4" T 0 5V4 BOX BEAM BETWEEN WINDOWS EMBEDMENT) w/ 1 '/2 " PLATE WASHLH.
TO FIT ARCH. SINGLE STORY WALL X y I
ADD 3rd LO 11
THICKEN'ED SLAB IN TWO STORY FRAMING DEPTH REQ'D. V 2x- 1p-01i 6)
4'0 8" (2)2x-
16" MIN. EMBED. EDGE 0 GARAGE ��51IEADER ABOVE HEAD SILL FRAMING M A X L MAX. MIN, BUTT JOINT
OF PA51 IN CONIC. OPENING, SCALE: 3/4" l'-O" STRAIGHT _-I (2)2x- PROVIDE AT A DISTANCE OF NO LESS
FILLED STEMWALL. PA51 IN STEMWALL \1-1�3 THAN 6" AND NO MORE THAN 12" FROM
DBL ROD ALL BUTT JOINTS IN THE SILL PLATE.
T z SILL. PLATE BUTT JOINT DETAIL
GARAG INSTALLATION BUILT— UP MEMBER, rg
r4 E WING WALL ELEVATION ROD, NUT HEADER, PER r6
SCALE: 1/2" = 11-011 STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE,.�IlNq ��-3 SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4" = l '-O"
SLAB FOOTING SIMILAR. PER NOTES 11
GIRT & FA'TENJRS
a_ KING & JACK :R 5/S- 3
ROOF DECK, SEE 2x SPF BLOCKING < P Yt 2 x
I V-), STUDS PER -) i I I i -/ - SYP#2 CONT. FLOOR DECK, SEE FLOOR DECK, SEE
SCHEDULE 5. RIPPED TO FIT SCHED. 2. ---------- ATTACH TO DBL SCHEDULE 6. SCHEDULE 6,
WITH GAP SHOWN 10d@ 4" O.C.
TOP PLATE AND
PRE-ENGINEERED WOOD ATTACH SW SHEATHING TO
12 FASTEN OSB TO NAILER 7/1
ROOF TRUSSES @ 24" O.C., 2x SPF DIAGONAL ADJACENT TRUSS. BLOCK A L TRUSS wl 10d I DKI I I,% -?,,/,A-V/1. 1�� OSB DIA. FASTEN
SEE BLOCKING FASTENED w/(1) ROW 1 Od @ 4" 0 C TO TOP PLATE w/ (2)
SEE LEFT PANEL EDGES. NAILING TO @ 3" O.C. EDGE
DESIGNED BY OTHERS
ARCH (TYPiC L)
FOR INFO. w/(2) 12d E.E. MATCH SHEARWALL. OF 2x- MAY
ROWS 10d 4" O.C� &
HURRICANE CLIPS PER NOT SHOWN OVERHANG DBL. 2x4 NAILER wl (1)
NOTE: TRIM WALL SHEATHING TO MATCHI A I
/16" OSB DIAPHRAGM OP PLATE.
UPLIFT CONNECTOR TRUSSES WITH RADIUS WINDOW FRAME BY 1 7 PRE-ENG. WOOD--� ROW 10d @ 4" O.C.
T N
SCHEDULE 3 FASTENED TO TOP PLATE
ROOF TRUSS BO Ill 1/4 (TYPICAL)
MAX.
HEEL < 1 ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. CHORD
�T@R PLATE EL \— FLOOR FRAMING IF SHEARWALL IS
SEE ARCH RADUIS WINDOW FRAMING NED DIRECTLY
T� 0
SEE C) D _J
DBL TOP INTERIOR SHEARWALL, BENEATH FLOOR
PLATE SYP#2, SCALE: 3/4" = l '-O" SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES 'SCHEDULE. TRUSS, OMIT HORIZ.
MATCH STUD WIDTH. WALL STUDS TO TRUSS BOT. CHORD w/(2) \-TOGETHER w/ 2 ROWS OSB & EXTEND WALL 0 0
\- & SHEATHING, ROWS 10d @ 4" O.C. 4 INTERIOR Z 7/1 6 OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP (Y W
CLIP FROM DBL TOP SEE SCHED. 1/2 ANCHOR 24" MAX. CORNER FRAMING, (TYP) BOX COLUMN ALTERNAIE OF (4)10d BETWEEN SHEARWALL, BETWEEN FLOOR TRUSSES (20 SPF ALL FLANGE OF FLOOR
NON-STRUCTURAL, -E
PLATE TO STUD, SEE 2 & 6 BOLT w/ 11/2"0 HOLDDOWN INTERIOR SHEARWALL, SI- IL EACH STUD. SEE SCHEID. 5 AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. z L.LJ
SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING.
UPLIFT CONNECTOR SOFFIT SEE ARCH, WASHER CTR'D ........ FOR NAILING. <
<>X @) - 8d COMMONS 0 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. -J
SCHEDULE 3, QR THREADED ROD PER ON EA. SIDE, AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH UJ
OMIT AT THREADED �- SCHEDULE 4 OR EXTEND SHEATHING 4" MIN. EMBED. THE SILL PLATE TO SLAB ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL _J 0
ROD SYSTEM. OMIT WHEN USING VERTICALLY TO TOP (D :/- MIN. (2) STUDS UNDER bi
CONVENTIONAL OF TRUSS AS SHOWN. BEAM, UON. ATTACH w/(l)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW-2. AT SW-2, USE TO FLOOR FRAMING TO FLOOR FRAMING < C) z
STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C.
AT HORIZONTAL JOINTS. BOTTOM PLATE POST w/(2)HTS20. STEEL WASHER. ATTACH
ROOF TRUSS CONNECTION CORNER STUDS TO BOTTOM r137� INT- SHEARWALL AT ROOF 1 N T. SHEARWALL AT FLOOR <
TRUSSES )WITH r12� 130XED COLUMN AT PORCH PLATE WITH (1)H2.5A CLIP
��3 SCALE: N.T.S. HEEL ->- 1 -0)) SCALE: 3/4" 1'-0" AND TO HEADER ABOVE �-3 SCALE: 3/4" = l'-O" ��3 SCALE:: 3/4" l'-O" C�d LL-
��-3 WITH (1 )MSTA24 STRAP.
HURRICANE CLIP WALL STUD ROOF' SHEATHING, H3 HURRICANE CLIP @ EA. BOUNDARY OF PLYWOOD OR OSB SHEATHING,
PER SCHEDULE 5 PROVIDE BLOCKII`�IG FOR SEE SCHEDULE 6. OUTLOOKER TO TRUSS. SHEATHING SEE SCHEDULE 6.
ROOF DECK @ RIIDGE. 2x4 SYP#2 OUTLOOKERS
STRAP FROM 2ND FLOOR
SEE DETAILS STUDS TO 1ST FLOOR SYP#2 LEDGER 24" O.C.
1 , 2, 3, 5, ATTACH TO STUDS EXAMPLE OF PANEL \
4-12d
STUDS SEE UPLIFT X
6, & 8 OF @ 16" 0,C. w/12d TOE NAILS EDGE wl BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULE
CONNECTOR SCHEDULE 3.
PROVIDE 2x4 SYP#2 UPRIGHT
THIS SHEET COMMON WIRE NAILS T WHERE REQUIRED BY UPLIFT CONNECTOR @
SC. OMIT @ THREADED ROD (TYP.) FROM TOP TO BOT. CHORD OF ROOF RAFTER MAXIMUM SPAN
FOR MI PER SCHEDULE SCHEDULE 5 & 6.
V) DETAIL. ANCHOR SYSTEM TRUSS @ EA. X-BRACE (IF (SYP #2) @24" 0.C 016" 0.C. DBL TOP PLATE PRE-ENG rRUSS
BELOW. I
�!I �I VERTICAL IS NOT PRESENT) H3 Q-R 4-12d (1) A35 OR 4-12d
PO FIN FLOOR EL ROOF TRUSS 2 x 6 9'-6" 1 l'-6 (1) TOENAIL TOE NAIL
3-16d X-BRACE SPACING SCHEMATIC
& SEE ARCH PLANS EA. VER NOTE A NAIL SPACING AT 2 x 8 13'—0" 15)-000 (2) H-3 —TOE AIL (2) A35 TOE AIL
WHERE A LEDGER IS INDICATED ON PLAN 2 ADDITIONAL BRACES SUPPORTED EDGES,
--2x4 SYP# AS RED., EOUALLY
AND NO TRUSSES BEAR AT THAT LOCATION, (TYP.) SPACED */ SPACING 2 x 10 16'— 19,_0 (1) MTS12 (2) A35
X-BRACE. OF 5*-8' MAX. SEE SCHEDULE 5 & 6. 2 x 12 191-01, 2,3'-0" (2) MTS12 (2) A35
DOUBLE TOP PLATE THE LEDGER IS BEING USED TO ATTACH THE
ADJACENT ROOF DECK. USE A 2x6 LEDGER
#2, MATCH PER SCHEDULE BELOW. ATTACH ROOF DECK EXAMPLE OF UNSUPPORTED
L [1 - syp DATE
STUD WIDTH, r7tW/�2 (UNBLOCKED) PANEL EDGE.
I I W N OTE:
< PER SCHEDULE 6. 16d@4" FROM --\�
(TYPICAL) r
LATER/ L BRACE USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENCINEERED WOOD ROOF
WALL STUDS & SHEATHING,
CSEE SCHEDULES 2, 5 & 6. VERTICAL TO BLO(,* BELOW. 16d TOE NAILS @ 8" O.C. TRUSSES, AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL DESIGN/DRAWN
0 LEDGER SIZE & NAILING .... FROM BOT CHORD OF TRUSS BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS
REACTION LAP/MRG
"N I THREADED ROD PER 0-775 2x6 w/(5) NAILS @ EACH STUD KJ 2-16 TO DBL. TOP PLATE 16, @ NAILING TO ON V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, CHECKED
f'- SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS @ EACH STUD INTERMEDIATE OTHER. WHEN USING TWO A35 CUPS ON V/ " WIDE LUMBER, STAGGER CLIPS LAP
EA. END --,STUDS, ROOF 2
& FOUNDATION OR OMIT 1251 -1850 2xl2 w/(12) NAILS @ EACH STUD 2x4x8' SYP#2 LATERAL 2x4 SYP#2 8" 0.C. SUPPORT IS 6" TRUSSES, OR VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET
STAG, O.C. MAX. LION NEAREST ADJACENT TRUSS.
WHEN USING CO�VENTIONAL BRACE 0 48... O.C. wl BLOCKING-/ FLOOR JOISTS.
STRAPPING, LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. 24" O.C.
C
0 F W G HEATHING NAILING DETAIL K19 ONVEINTIONAL ROOF FRAMING SCHEDULE
0 K15 LOOR SECTION ALL LEDGER ABLE END BRACING 2x4 SYP#2 18� S S
BLOCKING AS SIMPSON
�-3 SCALE: 3/4" l'-O" �-3 SCALE: N.T.S. 1,,,Z-J3 SCALE: N.T.S. (PLATFORM FRAMING) CEILING NAILER LTP4 @ SCALE: 3/4" l '-O" �-3 SCALE: 3/4"' l '-O"
24" O.C.
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Mmeo Product Ratings
Effectiveo. March 39 2002
PRODUCT LINE RATING Insf) SM(in)
MOM—SH +30 -35 53x78
Standard single hung
Z1.1 +31 0 -35 36x96
D/14014P/50HP—S-Tj +50 -60 53x63
High:)erformance single hung +50 -55 53x761/4
+35 -35 53x96
TW—SH +50. -�50
5308
Tilt sash single bung -35
0 +33 5 53x96
TB—SH .+50 -50 53x96
Tilt thermal break single hung
MP—SH +70 -70 5308
1mvact sinale hung
RW HIS +35 -35 127x6l
High performance horizontal slider
RW XHP +55 -55 74x5l
Extra high performance horizontal slider +45 -45 ll2x63
l`i,U/3/4/5 SGD +35 -35.1 4068 panels
Standard sliding glass door. +30 -30 3080 Panels
2"Sill
M2/3/4/5 PIP SGD +45 -45 4080 panels'
High performance sliding glass door
2-1/2"Sill
JM2/3/4/5 XHP SGD +55 -53 508b panels
E,dTa high performance sliding glass door
2-1/2" Sill
5' wide panels not available in M3&5
Revised: 04/04/02
CAULK SEHI to V Y ED lit SC�Etl %)DO)) VUCV CONCREIC 12R MASONRY
P11400V FIN, linaou —L� IVU By ED 4 IIISIALATIOU AhCH131? ........
W 13TH OPIERS 3/16, DIP, COUCRETC OPENING By 0114ERS CRCTE OR MASONRY
CALILU DEHI]iD viinav Fin SCRE%1 ANCHOR 1-1/0'Mitt EMBEDtiENT Sr DTHCRS LOMS.
IWO BY FALAHING SPACC� SHEATHING BY OTI[19RS CAULK BCTUECIP Viloo Rtj,. G, 1) SHIN AS REG'V.AT EAL SET OF IIISTALLATHIII AP)CMURS USING LOAD BEARIt4 5JIDIS. MAX.
BY ntilrRs I-MASONRY OPCHIN3 By U78CRS SH114 As RE D, TWO BY V11QO A'L"'A U C WhERE SPACI:CREATCji TjjAjj$116,IS pRCSENT
SUCI( By OTHERS I-V4' Hill W L13AD -' OCCIR $."'S
YP.).r-, INSTALLATION AtICHOR BEARING SHIn PUCK " OTHERS 3) AIS StRE11 IIISTATLILA110P?AtiCHOR3 irusr't.ccr$QFFICIENT 1.01CWT$110
V I WODD SUCK,CUNC TE SCREV ANCHORS AT I ACjjjCVE 11114,EllbrDijE,
410 SCRrV (TYP.) CAULK )ICIVEEN VASCIRRY 111E1P111I!J1;411C14I L
IfiSTA4LATIUH ANCHOR--, 1, EVC 1113 ElikElINViT Or I CLEPIUST ItC UF SUFFICICIIT
DID SCRtV(7YPj OPENING& VIIIII) DUCK 41 HAX AILDVADV SPACINO;EIWECN -1/4'INTO IIASOhRy OR Call q TE.
SHIN AS REO'll. BY OTHERS D.C-11AX. 010 SCRE11 ANCMaRS AND CIINCREIE SCREU AI(CliORS 10 b,�t,
5) USE I,ATCX CAULK OR EQUIVALENT FaR"CRINUE9 3C R y alit III
8� GLA CC CDJCRE7E SCREV ANCHORS In FAIDII OF NOCK SIRI A4 SHU11".
%J/ LOAD %J013D BUCK ANCHOR C r TAL ARDunD mERUIR OF EOU B E
BEARING SHIM SLIDING GLASS- 6) IF XAC MOR SIZE IS NOT LISIEI)IN ANCHOR twg U S C ANCkDa QUANTITY LISTCO vitil t1EXI
CE DOOR FRAME 3,11V INA.CONCRETE 7, LARCCR SIZE,FOR TMC APPROPRIAII:OCSIG,i PR&j3UHe RED,
SCRE%/ANCHOR OTgEnj FOR FOCkEFI)COR SIZES USE CLOSCS1
JAME PLA By PASS I'DD9 SIZE I CQIIrI6tJRATIfY1 TO FINISM OpEUIIG
1/4 "A)L SS THICI;NCSS IIAY VARY PEA REOUIRENEINS ar ASIli IP31 GLASS CHARYV.IDICtr
S'PA
9/4*MAX. Is SHOIJU IMSULATIN4 CLASS IS ALSO 01MONED.
1-11181 HIN, Staff SPACE 9) JAIII).SILL C CORNERS AND ALL ANCHORS THROUGH SILL ARE 10 BE SEALED VITH A SKILL, �Ulljt
EMBEDMENT lot SEA14 SCAL 0.
1 1) ALL INSTALLATION ANCHIM5!tu
EXTERIOR T ALL CONFIGURATIONS LISTISIT RESISTANT ImICRIALS.
DE PAOr Ot CbRliosiati
21 (TYR) ABOVE ARE Silawti(it] IAS DRAVIVIG HaWEVEtl INSIALLAII(Iti
WEI By =1GU#'2' tL Mall" IRILMIALL APPLY To HISrALLAII61(IF ALL CIIIXIGUkAjjG,,S.
IF Hitt I I MAKK d SLIDING GLASS DOOR I$ VtOWIt. THIS PRINT ALSO APPLIES 10 tIARIC�I,
CIII)EDhENT WOOD SLICK in
rIN FRAME JAMS EXTERIOR rINISM I BY ClIVERS TEILPERED 6LAS MARX 4 1HARK 5,
By WIPERS j . y
Exl-FINISH
PERIHEIER CAULK BY OTHERS INSTALLATION A
SECTION 2 By OT1ICPS 1) PERIMETER CAULK HIn
PERINETICA CAULK BY OTHERS BEDMET--,I- CREWS IN 3/16� DIA, CONCRETE
BY OTHERS 4E HEAr, 1110 SCREWS U EA.
CALL OVERALL f-'RAIt SCRF%./ IN FRAME SILL JAND a, [IOQI�
STRIP
SIZE' up Ta 7� --�6�Pllll --�l-Par-
VI lot/ EXI,FINISH SIZE 6qi
Turpsi
ITT To To
o
Till
11
Vill it--------- By blli�Rs 45 ES 60 PSF ", "", 1 10
SLIDUZ 6LA" 15 P5 64 PSF r
DOOR FRAME 500 XO.0%.XX 10-11/16 It 00 3 3 3 6 PL_
HEAR S,G,D.VIDIN 1/4'MAX. 6060 xD,09,xx 72-11/16 so 4 4 4 4
13060 xv,OX, 'K'so 5 5 6 5 3
SILL SIDER- SHIM SPACE XX 96-11/16 6 4 6
ITUIERS 7
BY - It
9T"13 ---'67-- 9 ---+-- -.6 7
C MN 6 6
12060 Oka 145-5,118 DO 7 9 10 7 7 9
15068 DXa 181-5.10
24*D.C. DOOR Two- , Xx - .90 9 9-
IeO68[)xxl3,"xx 144-11,116 '80 7 9 6
16068 oxxot, xxxx I IQ 7 a 1 6 6
94-31/14 x 00 0 J3 15 9
0 2006b OXXQ.xxxx 240-11/1&A so 1 19 10 12 3 6
MAX. 7YP.) 6-
-�580 x1l.—I)X,Xx 40- 13 17 -!4 6
7L 11/16 R 96 3 3 3 6 6
V B 2 EQUALLY &LASS (TYP.) 3 3 —
IN au 7CIlPERED 1-118,Plitt 6080 XD.ox, Xx - /16 96 4 3 6 —6
IIEICHI SPACE EMBEDMENT 14STALLAVON ANCHOR 8080 4 4 4 .1 1 6 6 6
1 . 9 $6-11,116 96 5 IS 6 3
AlICHORS 1110 SCRE%1 8011 12a- 5 5 6 6 6
90 0
xO 0-5/8 g 9 —6 7 —6-
1/4' CAULK BETWEEN 120001 OX0 145-5/8 x 96 1— 6
8 la 11
SPACE VOOD FRAMr t. 15080 X0 181-5/4 96 10 6 6 6
Hook STRIP 11�1 00 0 X . xx x I F-W114h,I--k �7 --- —6-- 13—A
JR090 Quo,Xxxx 6 T--
48 IIISTALLATIOPI 144-11/16 x 96 7 13
A14CPOR SCREV 16080 Dun,xxxx Iga-11/16 g 96 it .7 9 12 14 6
0 �111 BY VOOD 20080 DXXo XXXX 240-Illig q& 6 6
IS --6'IIAX. . 111 16
FRANC BY OTHERS
YVa By FRAMING ;,�TVO BY V0111)
-- f I SLI I G S
BY 0111EIZS A F,Ar,'IA 7
SLIDING(�LASS
1313DR IIOERc ST
MON 1 6'HAX.(TYP
;//o
SHEATHING 2
.uml ILIA ALLOY 6001
I ELEVATION By aTHERS
MUST BE OF SUFFICIENT LTH.To tilaromEN]
)r V INTO FRAMIR0 MEMBER, 1-1/4'Hill. EXI.FINISH I
; 6"FROM CORNERS& 24-O.C- VIEWED FROM EXTERIOR BY OTHERS U11RIOR-'jjUVAj(0
AT HEAD&jAilies wait ouo�sli, OXO DOOR SH13WH E Xlf RjrLP,-LLE-VAj f ot)
IvED EQL.APPLIcATIOtt Or DUO-SIL PERIMEICR CAULK LIXXO, XXXX DOOR SI-JOW1,1
IPLY TIN SEALANT MANUFAVURER'S 701PERED&LASS Py DINERS
CAULIC BEHIND fill At V1114=1 SILL, SE) $ILL IN DEB (T YP.)
R x
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'IS
'ALEHT FOR PERIMETER SEAL AROUND to KINGS ROAD Or CONVEX OR CAULK KINCO LTD
U JACKSOtIVILLE.YLOIUDA 3225
E' IS
THERS KINCO, L INSIALLATION ANCHOR SLIDING ULASS SONVILU'. FLORiDA
Or LISTED 114 ANCHOR CHART, USE 3/161 BIA, CIINCRETC DOOR FRAME JACK
tlfXf LARGER SIZE. SCREV ANCHOR(jYP.) JAHE
iITH
v jj,;F7,� INSTALLATION DETAIL W013D FRAME OPENING Cfll-ICRETE;ilk— I ING 6L �y Z,�CD huc�j nr,
MAY VARY PER NE REQUIREMENTS 1P
LRIS, SINGLE GLAZING IS SHO'NN, FJN SINOLE HUNG WN01 N40/50 1440/50HP HASfl�jfly OPENING DPEN'"G OX / X9 090 / OXXO t XXXX INSTALLATION 101KIA11
0111ERS
IN&IIIIIEth Bill r1h, 7- MANUEL IIARTjNCZ
I Fitt JAAS DO not REQUIRE MANUEL MARTIN AT111111-2/4/0,
7—
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IIJIATION ANCHORS ARE ONLY RED' CIVIL PA-i
POOR sm ACaLTC—47162—'---
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QW
'r.73.I.Q. REV.IETTCU, n.fr,- --
-2 BY VOOD UCK flO x 11/1' MHIMUM IMBIDMEW OR
3/16' PFH 1APCOINS VITH
-4.563'- 1112' MIN. EMBEDMENT (TYP) WIIS WIL k INSK1.10 R1 Al MIN MEMO R A CAM OR
(2) PER HEA0 AN 00%M IMI K WE 01111 Ill EKE ff C961 2 OWN
19 311,�13 13091 15 RES, Rffi V11 13 IWO IN
1/4' GAP MAX, DO 1MR1 0163 RK 19 HI AND IK 111A ME UK 0 io
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10.a r: MATERIALS LIST
0 0 ff[Rid DESCRIPil(w. PART 0BER CUMENTS
ymo-HEAD AB 11/4'x 4 L/16'MIL.TO 8UV go
#
JMB EV-10 1 19/16,MIL. 10 11
_[
FIXED IRRESPOLD 10'x 4 9/16'
IOP COIL EV-05 - 20 fiA SIFE1
INTERIOR79 5/16' 26 go,(017 402-,00)
I . , I, , EXTERIOR STEEL SKIN
MAX
mayll
fa—po a SIFF[ -(5'X I 67R,x 01)
up[OCK BLOCK IV-Q8
V0011 SfRIKE STILE EV-01
illlffl x 15/IV x 79_5/Iv 1111.10 81 V000
VOOD HINGE STILE j—11/ilx 15/W x 79—5/1"L.10[11 VOOD
LUCK FILLER PLAIE
EV-09 .02 IHICK PLASTIC
EV-15 07 THICK ISKIL)
,lot ,ii,
VOOD-HINGE JMR 19/16'NIL.TO 11E V000
F�L-jj 11/1'x
_110 x 3/1, V000 SCREVS 0)SCRIVS PER HINGE
110 x 21 FAV.S. (2)SCRIVS PER HINGE
III I'M VAN I vil DiM R exc4maw,
OPAOIEDAS L14 ca yw 99 104 VANRA I ire um OW119110ml
Soo ji'm, @ ' 110 x 3/1,FRV& 10 SCRIVS PER HINU
__T DATE%---
0�1 -�!L�� u x 2,Fmv& 2)U EACH SIRIKE PLATE
VIXSIT OW RO LECR
WOO
QN11 HOPIFICATIONS 61211W A
011�UW�MID,fm 9 -104E COUN Y HOI)IFUTIONS UK j!)
2 B1 V000 BUCK]
A0 pi6l[41 311k1s) )1151 RS
E!: Ni" if
Nil y HE DOOR
910 x 11/1, MINIMUM EMBININT OR —fif-RS,
Fit
3/16' PFH TAPCONS WITH . I -
I 1/2'MIN, Nlplii (HP) �Ifl 10 MIN, 31115-1w
(2) PER 11EAD JAMB SHEET 2 OF 6
DOOR CONFIGURATIONS
40.114,MAX
MAI 4.14AX
—3-MAX —3,MAX —4.WAX INTERIOR
MAX
WAX too*MAX
MAX 31 1/4.
_^X
LLA'MAXI IS-MAN MAX 37 1/2'MAX
M 3tv MAX
MAX 35 3",
15, X MAX
SIM 24
IN MA 4 12
MAX 0
MAX
—37 1/?.
_T MAX
Is-MAX 9/16,
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WAX Hid LT_ 11 F
3*Hat 3.MAXJ 1::'.WAX 1.mAx--J L
4-MAX W WAX a $CC CLAZINO oi
4-WAX
V WAK-
1/4, EXTERIOR 17
XD 15,MAX It/i
MAX
p 114,
15,MAX MAX
SECTION A A
is.MAX 4 x OTHER CONFIGURATIONS
INSWING
A; A GLAZING DETAIL
6-MAJ� 4 MAX A. 3/4,
4 MAX MAX
4 � MViN VILLIAMS 850A MAX
4.MAI__u EXTERIOR GRACE LAtEX CAULK
EXTERIOR ESE
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PREMDUR ENTRY SYSTEMS
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FITISM,M 6676? ON IJ113' TEVERED GLASS BMWG C0109COMPUNICE OFFICE 6
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PITY OF�TLANTIC BEACH
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Pine Key
APPROyao SHEET TrFLE SHEET
ATL41NT�C 8VCH COVER SHEET
AO.0
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eriods only used on one word abbreviations, if the abbreviation
P f 53
is a different word by itself; e.g. ARCH., BIT., and LAM.
Periods are usually used when abbreviating multiple word , unless they
GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX
s
are very common without periods; e.g. AFF, HVAC, R/A, and WWM.
Ej 2
A.B. ANCHOR BOLT FAB FASTEN(ER) PAR PARALLEL L
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&HOOFING A ABV ABOVE F F.B. FACEBRICK P P.00. PARTICLEE30AFID
Ordinances,and Regulations and all other authorities having Jurisdiction. AtC AIR CONDITIONING F.M0, FURNISHED BY OTHERS PC.CONG. PRECASTCONCRUE
A. Vapor Barrier shaill be applied on all exterior walls. Insta.11 as per manufacturees AGO ACCESS F.D. FLOM DRAIN P.E. PORCIELAIN ENAMEL ARCHITECTURAL
AC.T. ACOUSTICAL TILE(CLO) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK)
requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PEFU PEALMETER
A.D. AREA DRAIN F.G. FIXEDGLASS PKG PARKING
2. Minimum Design Loads: 8. Install#15(min.)folt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT)
FLOOR: 40 P.S�F.Live Load ADH ADHESIVE FIN FINISH RLAM. PLASTIC LAMINATE AO.0 COVER SHEET
10 P.S.F.Dead Load 0. Nails only to be usmd for roof shingle attachment- ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER
No staples allowed. AGG AGGREGATE FLA FLOOR(LNG) PNL PANEL A1.1 INDEX, ABBREVIATIONS, �SYMBOLS AND
A.H.U. AIR HANDLING UNIT FLUR FLOHESC5NT(UGHT) PNT PAINT(50)
ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE PH PAIR(OF) GENERAL NOTES
10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALUM ALUMINUM FND FOUNDATiON PREFAB PREFABRICATED C3
A.P. ACCESSPANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT LU (A
Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(rfnln.).27 gauge aluminum with baked enamel finish. Downspout to be 4* APX APPROXIMATE FF FiRr:PROOF PSI POUNDS PER SQUARE INCH Z) 2
Engineering for all structural details,specifications,and notes. .20 gauge alurninuirn with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION
ASPH AS�F�T FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS
A.T. ASP"ALTTiLE FIR FRAME(D)(ING) PV PAVE(D)OR PAVING L
AUTO' AUTOMATIC FS FULLS17E PVC POLYVINYL CHLORIDE(PIPE)
3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT
AWNG AWNWG FUR FURRED(ING) PWD PLYWOOD A2.0 FOUNDATION PLAN
A. Foundation types arid designs may vary with the individual pertinent soils conditions on A. Provide R-1 1 (Min..)batt Insulation in all exterior vialls and R-19(minimum)blown InsUldon 836 216WIDE BASE CAB. GA GAUGG O.T. QUARRYTILE A2.1 MAIN FLOOR PLAN
each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B BID BOARD G G.B. GYPSUM(WALL)BOARD Q
where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-1 9 at exposed floors. All Insulation to meet HUD minimum property specs. BF 81-FOLE)(DOOH) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.2 ROOF PLAN
structure or gas mitigation due to these oCwfrences. R-I I batts at firepilace chase walls and Under Fireplace unft. BIT. BITUMINOUS GD GRADE OR GRADING R R/A RETURNAIR me
13LKG BLOCKING G.D.O. GAHAGE DOOR OPENER A.B. RUBBER BASE
BLDG BUILDING ON GROUND FAULT INTERRUPTER A2.3 FRONT & RIGHT ELEVATI1ONS
HAD RADIUS
BILK BLOCK(CMUs) GL CLASS Oil GLAZNG FIRL RUBBLE
B. All design,revisions,engineering,Installation and liability ofsoil conditions,gas mitigation BLK(3 BLOCKING OLBK. GLASS BLOCK H-0. ROOF DRAIN A2.4 REAR & LEFT ELEVATIONS
and structural designs due to inadequqte soils or landfill occurences shall be the BIA BEAM G.I. GALVANIZED IRON REFR FIFFAIGERATOR
7. DRYWALL S.M. BENCH MARK GT GROUT REQ AEOUIRED A2.5 INTERIOR ELEVATIONS
responsibility of the'Builder-Developer or its subcontractors involved with the design and V)
Installation of such;and the Architect shall not be hold liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT
BAG BEARING 42-H 42-HIGH(WALL) REV REVISION(S),REVISED
ss BAK BRICK H9 HOSE BIBB
Implementations- A. All walls to have Y;"gypsum and all calling tc4aipsurn 4 coiling board unle, H FIEINF REINFORCEE)(ING)
noted otherwise. B.S. BOTH SIDES H.C. HOLLOWGORE HFG ROOFING
SSMT BASEMENT ELECTRICAL
Ho HEAD OR HARD R.18. REINFORCED JUNCTION BOX
B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY HLG RAIUNG
C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fibierglass endosure. BTWN BETWEEN HDR HEADER F18M FLANGE W/MICROWAVE
par local codes or specific soil conditions,whichever I,;more restrictive. BVL BEVEL-ED How HARDWARE AM ROOM
B.W, BOTH WAYS HOT HEIGHT n.0. ROUGHOPENING E1.1 MAIN FLOOR ELECTRICAL PLAN
H.M. HOLLOW METAL
R.O.W. HIGHTOFWAY
8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET
HORZ HORIZONTAL H&S ROD AND SHELF(S)
C C.B. CATCH BASIN Hn HOUR
D. Soil test must be approved by Geo technical Engineer prior to lbortinU pour. CEM CEMENT H.R. HALF ROUND(WINDOW) SO SOLID CORE(DOOR)
CEA CERAMIC DETAILS -12 rcqD Q
9. DOORS&WINDOWS HS HORIZONTAL SLIDER S BCH SCHEDULE
CF CUBIC FOOT HTG HEATING SD SMOKE uEFfEcloR
E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGNENTILATINGIAIR COND. SEC SECTION 0 LL
shall be placed on firm.undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-olperable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUAREFEE7 M ir
reinforce concrete footings and poured concroto walls as required for spedfic soil conditions C.I.P.CONC. CAST-IN-PLACE COMO. ADA FOUNDATION & WALL SECTIONS M
SF.G1_ SAFETYGLASS a xi'
:6 U
or local codes.whichever.is more restrictive. B. Door and window linfiltration shall be In accordance with k=I ordinance and shall meet CIA CIRCLE :.El. IRONING BOARD S.G.D. SLIDING GLASS DOOR n3
CIFIC CIRCUMFERENCE; D, INSIDE DIAMETER
performance standards ANSI/AAMA 101-88 for metalvilridows DH-C40 for vinyl windows CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SH SINGLE HUNG OR SHELF(VING) AD.2 ROOF SECTIONS
and the CRIF shaill not be[am than 55. SHT (DRAWING)SHEET >
13
CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING AD.3 MISC DETAILS i2
CL CLOSET OR CENTER LINE a)
F. All concrete shall attain a 28 day compressive strength of 3,000 P.S.I. INS OR INSUL INSULATED(TION) SIM SIMILAR >
CLO CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISO DETAILS
CLR CLEAR(ANCE) SL SID ELIGHT OR SLEEVE
0. Provide Insulating double glazing at all exterior glass areas and tempered glass In all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT
G. Provide minimum 4*concrete cover at under stab utility locations. Mien Concrete glass doors and Iry windows as per local codes. CM GENIIME7ER(S) JT JOINT SPC SPACER AD.5 MISC DETAILS
encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRYUNIT SPEC SPECIFICATIONS
utilities lines well below slab. C.O. CASED OPENING KID KNOCKDOWN(CEILING) SPK (AUDIO)SIFEAKER(S)
D. Caulk at all sash,:sliding glass doors.entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST. STAINLESS STEEL
openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD
CONG CONCRETE KPL KICKPLATE(ON DOOR) STG OR sTo STORAGE
H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs COND (AG)CONDENSER K/S KNEESPACE STL STEEL
including patio, porch and sidewalks.
CONST CONSTRUCTION STR STRUCTURAL
10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) SO SQUARE
CONTFI CONTRACTOR L LAV LAVATORY(SINKII BUS SUSPENDED
1. Provide"Zip Strip"or tooled control joints where Indicated on the foundation plans. COBB CORRUGATED 1.3.0. LOCATION BY OTHERS S.W. 5HEARWALL
A. All electrical and pplumbing requirements shall comply vilth local building codes. All outdoor, CPR COPPER DIMENSION NOTE
LIV LIVING
bathroom and gartage wall receptacles shall be provided with ground fault cliculft protedon. CORCPT CARPET ILL. LIVE LOAD T TREAD(AT STAIRS)OR TILE
Service panels to be(min.)20 circuit,100 amp.110 volt. CAB COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR
4. FRAMING CSMT CASEMENT LT LIGHT T3.D. TO BE DETERMINED
C.ST. CASTSTONE L.T. LAUNDRYTUB TO TERRA coTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO
C.T. CERAMIC_rILE LTL LINTEL T.CJ. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED.
A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the OTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS)
following: B. provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXT)ON LVR LOUVER T&G TONGUE&GROOVE
exterior. CY CUBIC YARD TEL TELEPHONE
285 psi in Horizontal Shear,Fv All sower and watter s MAX MAXIMUM THR THRESHOLD
2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER.OR DRAIN MA 3 MASONRY T.O�C. TOP OF CONCRETE
DEIL DOUBLE MATL MATERIAL
T.O.F. TOP OF FOUNDATION
DECO DECORATIVE MC; MEDIC IN I=CABINET
2800 psi In Banding.Fb leaves to be depth and separation as per local coda below adjacent D 12'D 12'DEr.P M M METER(S) THK T"ICK(NESS)
B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending T.O.M. TOPOFMASONRY
stress+875 p.s.i.,(1000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0*Inside or outside of the building line unfew-noted DEM DEMOLIS",DEMOLlrION MECH MECHANICAL T.O.W. TOP OF WINDOW
otherwise. DEP DEPHESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW)
DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER OF VARIES
D�F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLETOR LOCATION
E. In all buildings a ccontinuous conduit shall be Installed from the water meter to an exterior
Unless otherwise noted,provided; DH DOUBLEHUNG MIR MIRFOR TYP TYPICAL
remote viater matdar reader at a location to be approved by the Water Department. The DLAM DIAMETER MISC MISCELLANEOUS
1. All trusses shall be securely braced both during erection and after permanent installailon in conduit shall be czapable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMCNSICIN MLO MOULDING LIC UNDFACUT(DOOR)
a building In accordance with commentary and recommendations as published by the Truss and installed by thhe electrical contractor.The cable shall be copper and a minimum#18. D,L. DEAD LOAD MM MILLIMETER U UNF UNFINISHED
Plate Insthuto. The Water departflment shall make the Connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FA.CE OF MASONRY
D.P. DAMP-PROOFING M.O. MAsoNRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD.
DR DOOR MOD MODULAR VB VANITYBASE
be APA DRY DRYER MACHINE MRB MAREILE V V.8. VAPOR BARRIER
2� Y*high density T&G
i Plywood subfloor glued and nailed. Panel span rating stk DS DOWNSPOUT MTL METAL VB36 36WIDE VANITY BASF=
24/32, Exposure 1,with seated edges. Install per manufacturers'spacing and edge DiS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL
recommendations. F. Water service sheall be 1'minimum from each exterior.shut off.valva. D.T. DRAIN-RLE MULL MULLION OR MIJI I ED VIN (SHEET)VM&
DTL DETAIL V.S. VEGTABLESINK
OW DISHWASHER NIA NOT APPLICABLE V.T. VINYLTLE U) fu
G. All shower head thefghts to be 80'AFF at fiberglass showers and 84*AFF atcerarnic N N1C. NOT IN CONTRACT LU
1 Y4'underlayment(minimum)under vinyl or tile on wood frame floor systems. DWG DRAWING
showers. DWA DRAWER NIL NAILABLE W3630 36"WX30"HWALLCAEI
NOM NOMINAL <
W W WIDE OR WASHINGMACHINE
4. Min!��high densfty O.S.B.wood roof sheathing wfth'H'dips.APA panel span ratingshaR EA EACH N.T.S. NOTTOSCALE WC WATER CLOSET
E ER EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC V5RTICAL DATOM WD WOOD
be 24/0,exposure 1,with sealed edges.Install per manufactufery spacing and edge E.F. EACHFAGE
recommendations. IMPORTANT NOTE: P.J. EXPANSIONIJOINT OA OVERALL WF WIDE FLANGE(STEEL BEAM)
0 CBS OBSCURE(GLASS) WH WATr:R HEATER
ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O�C. ONCENTER W.H. WALLHUNG
ELEG ELECTRIC(AL) O.CAB. OVERHEAUCABINET W1 WROUGHT IRON
D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O,D. OUTSIDE DIAMETER WIC WALK-IN CLOSET
designs prepared under the supervision of a registered professionall engineer. EG EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE CH OVERHEAD W/W/O WITHORWITHOUIT
E.W.0 ELECTRIC WATER COOLER
OPNG OPENING WP WATERPROCF(ING)
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EX(3, EXISTING OPT OPTIONAL W.A. WATER RESISTANT
EX" EXHAUST OSS ORIENT ED s rRANa BOARD W.S. WATER SCHENER
E. Roof trusses manufacturer shall submit 2 set-,of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR WSCT WAINSCOT
approval of roof trusses and beams W.T.W, WAULTOWALL 'Am TTIC VENT CALCULATION
WWM WELDEDWIREMESH
F. lvlin3�,�exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit
panels and cedar siding.See elevations for locations.
G� Pressure treated lumber to be used where wood is in contact wit concrete and for N4 mud SWIV0113OLS FORMULA:
SUL 1 SQUARE INCH VENT FOR EVERY 300 SWARE INCHES OF CEILING
H. Exterior deck construction shall be with pressure treated lumber with dimensions as EARTH PLYWOOD *144 SQ. IN. =; 1 SQ. FT.
indicated on the plans. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.)J
ELEVA'BON KEY OR SECTION KEY BLDG. (SQ. IK)/300 = SQ. IN. OF VENT REQUIRED
SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 2 50% AT RIDGE & 50%AT EAVES
WOOD STUD PARTITION BATT INSULATION
DETAIL NUMBER OR SECTION KEY
SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6
RIGID INSULATION
UNLESS OTHERWISE NOTED
BRICK WATM CtOSET
ANGLE AREA TABULATION
14 CONCRETE BLOCK L
CENTERUNE 0
C3
CONCREIE TUB/SHOWER MAIN FLOOR PLAN 1527 SQ.FT.
FIB
HOSE 8188 (FREEZE PROOF) U_
SECOND FLOOR 670 SQ.FT.
STONE ca 'Ca r!
I--zis Ir
C3 C)
GAS LINE STUB TOTAL A/C AREA 2197 SQ.FT.
LAVATORY h;
S"ff EL CS
0_4?2
FRONTPORCH 93 SQ.FT. a.LL a.
d PENNY
DIMENSIONAL LUMBER DOUBLE _qNK LANAI 92 SQ.FT.
PERPENDICULAR GARAGE 388 SQ.FT. JOB NO. 04-BI-0024
BLOCKING
PLATE FINISH GRADE WOOD SINGLE SINK TOTALAREA 2770 SQ.FT. Pine Key
0 ROUND OR DIAMETER
SHEET TITLE SHEEr
GENERALNOTES
A1 . 1
Wo POAOLM laAe-1
r
FOUNDATION NOTES
[NOTE-FOUNDATION]
1. STRUCTURAL FOUNDA11ON PLANS SHALL BE
BY OTHERS. SEE STRUCTURAL ENGINEERING
FOR XLL STRUCTURAL DETAILS AND NOTES. CD
2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO A ig
OVERHEAD GARAGEDOOROPENING.
3. 4" CONCRETE SLAB W/ 6"x6"x1O"/10" W.W.M.
j5
OVER 6 MIL VAPOR BARRIER OVER CLEAN
o m 1-
WELL! COMPACTED (MIN. 3000 P.S.I.) - SL -8
8 8
TERMITE TREATED FILL. (3000 P.S.I.)
FIBERMIX OPT.
4. CONFIRM ALL INTERIOR BEARINGS NTH r
67'-0" TRUSS ENGINEERING OR CONV. FRAMING
PLAN.
63-0' 20'-3y2" 9'-1 OY2 9,-10" 3'-0" 18'-0" 5. SUPPLY SEPARATE CONDUITS TO ANY
ISLANDS FOR GAS AND ELECTRIC.
6. CONFIRM ALL FLOOR OUTLET LOCATIONS
WITWBUILDER AND/OR HOMEOWNER PRIOR
TO SLAB POUR.
7. GENERAL CONTRACTOR TO PROVIDE SLAB
CONTROL JOINTS EVERY 400 SQ. FT.
on
14
L
SHOWER
4
ADA
V)
- - - - -- - - - - -- - - - - - --- - - - --- ------ ---- --- ZZ
- -- - - -- - - --- - -- - - -- - - -- - - --- - + _TVT
C P4
I FF_ -1
- -- - - -- - - -- - - - - - - - - -- --- - - - -- - - -- ----- -- - -- -- ---
r5 --4", < 7 Im Sol F4
1 4- _j
i - I = V)
T-) 01) BATH
Ilk j
qL
2_0
LLL�_l
200
3-V12" RECESS
, ! �, SLOPE 2:__
FO SHOWER i
C)
75_P,
VERIFY INTERIOR BEARING WALLS CD mo 0 L.L
uj
VATH TRUSS ENGINEERING L
------------------------------------ --------
ew
6'-0" 7
45 DEC. fa 'd ?,
NOTE: ALL ANGLES ARE >
UNLESS NOTED OTHERWISE. B a
0'-0" FIN. FLR C� r_ 0
---- -- 2--1 QY2" 8'_0/2 5'-8' 13'-8n 18'-0" CL a-
F - - - -
_j
10'-9)/2 n
— - - -- - - - ----- ---
L
Lo r-
t a I I I z
I 1 1 7 r-- - --- - -- - - -- - - -- - - -
-a) _r_ -co 10
Z3112" CONC. SLAB w/ IF I I
6x6 NO. 10 WWM OR FIBERMESH.
7 Z/
REINF OVER VAPOR BARRIER co
OVER CLEAN COMPACTED
TREATED FILL
C1
T.I I I 1 0
�STEPS TO GRADE AS
REQ'D BY CODE
e�-O'-5 1/2"
ICD
SLOPE V
L ----- — — — — —— —— ———— —— — —— — — ———4 -- - -- - - --- - --- - -- - - -- -- -- - -- -r 7 _j fo
. I I
-- - -- - -- - --—- --j
- - -- - - - - - - - - - - - - - - — - - -- - - -- - - - - - - -- - -- - - -
14" CONC.. PAD
FOR A/C
CD 3
-I
24'-0" 22t-011 6-0"
46*-Ol# 7J-O" 14'-Oo
67'-0"
CJ
FOUNDATION
SCALE: 1/4"=l'-O"
E
NX=
.p
D u )T,
en r.
fg
fn
0
JOB NO. 04-BI-0024
Pine Key
SHEET-MLE SHEET
FOUNDATION
A 2 .0
L
r
MAIN FLOOR NOTES
16 0 0 �;
OPTOOOR LNOTE—FLOOR 1���';�_2
wl 42"X42" 6 ra co,
1. WINDOW GRILLS ARE STANDARD IN FRONT m- -g e;g
CONC,PAD
-------- AND SIDE ELEVATIONS AND REAR
CL o.-
ELEVATION TO BE CLEAR CLASS. g zl:g
42 x 42 PAD
I I '%
FOR OPT. 12. ALL UNDIMENSIONED PARTITIONS
VENTTO g
SHOWER ARE 3 1/2� ROUGH. 8
8 x 8 FRAMED COL. SH3060 @ SH3060 @ 4'X 4'-8'GLS EXTERIOR SH3030 @ to
3. ALL ANGLED PARTITIONS ARE 45 E I
ca
90"AFF 901AFF BLKS @ 90'AFF co ;2 WE 22-u-E
90"AFF 8'-1 1/8'PLT. HB DEGREES UNLESS OTHERWISE NOTED. . - 9 g-v, ,
+V+ m r_ r_
4. PROVIDE MINIMUM 2-2xl2's wl 1/2"
IIH I PLYWOOD FLITCH PLATE AT ALL EXTERIOR
DBL R/S .1 1
I I[[W
—F VENTED WIRE
WALL OPENINGS AND INTERIOR BEARING
�%HO Wl U,! 0 SHELVING
WALL OPENINGS UNLESS OTHERWISE NOTED.
EN OS 1 15. 3-2x4's MIN. AT EACH END OF ALL BEAMS
Wil?BATH :J [�ItAiJNDRY ROOM
AND GIRDER TRUSSES UNLESS OTHERWISE
4068 DBL 2068 11 19'-06 CLG.
BYPASS ? NOTED. ALL SUCH CONCENTRATED LOADS
3068 11 28 8 OOR NEE WALL 11 ID/SPI 2868 SHALL BE TRANSFERRED TO FOUNDATION
PK @ 40.5u I LL_ L PKT VIA BEAMS, POSTS AND/OR SOLID
30.OPG.1 1 22 112"64'ATTIC BLOCKING.
9'-0" CLG. PEDESTAL < I
2068 SINK —ACCESS 16. ALL EXTERIOR DIMENSIONS ARE TO FACE
Lanai p 1 OF STUDS UNLESS OTHERWISE NOTED. Lu M
2868 = 2
2 CAR GARAGE i 7� ALL TRUSSES TO BEAR ON EXTERIOR tn
9'-0" CLG. CD MASTER SUITE TH 4
I PKT WALLS AND/OR GIRDER TRUSSES UNLESS
g'—O" CLG. PLANT SHELF 2 8'-0" CLG.
Top 44 _0J10 OTHERWISE NOTED ON FOUNDATION PLAN. L
9'-0" CLG. DIS h 11 0 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
ci
HANGERS & SET SPACING FOR ALL
F_ 71-
pz TRUSSES.
_j ca 02 (D I = I LLZ:...�_j=
ZD 19. WINDOW SUPPLIER TO VERIFY AT LEAST V)
_2X6_A �:: I \/ I
H 0
Pis L_ _�L _j ONE WINDOW IN ALL BEDROOMS TO HAVE
— — — — — — — — 2868 A CLEAR EGRESS OPENING OF 5.7 SQ. FT.
UP 17R
WITH MIN. DIMENSION OF 24" IN HEIGHT AND V.
:ELF
\D
co 1=7�
to 20" IN WIDTH; SILL HEIGHT NOT GREATER
1=0 L:2868 I-L m I I SHOE THAN 44" ABOVE FLOOR.
m 1 . —
10. BALLOON FRAME ALL EXTERIOR WALLS 0
(ABOVE 8'-l") TO UNDERSIDE OF ROOF
SHEATHING - PROVIDE FIRE STOPPING
EVERY 8'-0" VERTICALLY IN WALLS > 8'-1".
TOP @ 100' v 11. ALL HANDRAIL BALUSTERS TO BE
SPACED SUCH THAT A 4" SPHERE CANNOT
Foyer PASSBETWEEN BALUSTERS.
12. ALL ELECTRICAL AND MECHANICAL
OHC VAULTED CLG
36"PANTRY 81-11/8,PLT. EQUIPMENT & METERS ARE SUBJECT TO g
U3 w 484 BASE RELOCATION DUE TO FIELD CONDITIONS;
21"BC CABINET
CONTRACTOR TO VERIFY. cco,
U.)
PLANT SHELF @ 3668 DBL PKT 13, FOR ADDITIONAL NOTES SEE GENERAL 75:S A
100* 3068 SC wl NOTES ON TITLE SHEET & DETAILS. MCI
14. TYPICAL WINDOW HEAD HEIGHT SHALL BE
12"SL
ru
KITCHEN 96' ABOVE FINISH FLOOR (U.N.O.). I 0i t6
15. WINDOW MANUFACTURER TO TEMPER ALL
VAULTED CLG. >
2X6 BOXED WINDOWS 2' WITHIN DOORS, OVER TUB &
FRONT PORCH
MLIVING ROOM TO CEILING STEPS TO GRADE SHOWERS 7 WINDOWS WITHIN 18" OF THE
——————— VAULTED CLO I cl
VAULTED CLG. AS REQUIRED BY CD c 0
C)� 'NA CODE FINISHED FLOOR.
Co LL_ RLN 48'BC 11 t @) I
53 :."- — I � LL I
SINK to <
------------ c::)
CD V/DISP m
---- 34.5'KNEEWALLJ
40.5'h WALL W/ lll:� I NOOK
LL XI 24"D,3
Lt- 15*BAR TOP
I VAULTED CLG.
c D IN @-)
I c� U-
m RANGE W1 CD
g MICROHOOD C9
L 6. — ——————— ——————-- U)
36*BC 360 BC] l0xl0 FRAMED COL.
k------- ---- I
OFFSET I'FROM PORCH
EDGE
H 3060,9H 3060 SH @ BLKS @ 54'
944 AFF 84g AFF AFF
(m
3050 SH @ 84" 2030SH @
AFF B4"AFF
---- -------------------------------------------
X
c�
2068
0
u
BATH #3 cot�
STUDY/BEDROOM OPT. U�� BEDROOM #2
C)a_
VAULTED CLG. co cq
CATHEDRAL CLG CATHEDRAL CLG.
co
BEDROOM #4 D/s LINEN
CATHEDIRA�CLG LL
— — — — — — — — — — — -- — — — — — — — — — — — — - — — — — — — — — — U-
0 <
L J 2 vBATH 13 cl
AuLTED cLG.
U-
z 4=J
CD
12 X 12 FLAT N,
FOR CLO FAN
2668
42"KNEE WALL
OPT.2668�J777:-_7 '/
206
ELL CATCH
IF
F
(21 206r
2668
42"KNEEWALL
Rls
/----------------- L-----------------
12"BOX DOWN
HEADER
W
Eno
-------------------------------- _c i
p
'IM
AREA TABULATION
4 cc 4 cn
ci
x C,
0
MAIN FLOOR PLAN 1527 SQ.FT.
fl-U- 0.
-SECOND FLOOR 670 SQ.FT.
JOB NO. 04-BI-0024
TOTAL A/C AREA 2197 SQ.FT.
FRONTPORCH 93 SQ.FT.
Pine Kr,.:;y
LANAI 92 SQ.FT.
SHEFF-riTLE SHEEF
GARAGE 388 SQ.FT. MAIN FLOOR PLAN
TOTALAREA 2770 t5Q.FT.
IL--------------------------------------------------------------------------------------------------------------------------------------------j A2. 1
L
r
EL
67'-0"
uj,
6'_0i
4'
14'-2" 5Y2 5'—5" 21'-5)/2"
e-- 25 s—E i
-5 .2
Its cl Us
20-5)s 21-21$ 2'-6" A! S-5)/2" 4'—5" Q
71—1 21— w R'IZ
M Q >
13'-7" 'P 13
0,e
us
101-11181,PLT HS
+Vt
�14
C)
I i 4 cy-
CD
C> 7'—5Y2
-1 2
CD
cc
-I C) 4'-5Y21r) 0
01"
6'-
04
2p—11 1;
Cl
N N Lr_
OY2 61-3111 l'— )Y21 ilk.L;7 3"
141-2t)
OY2
_u 3
rl,l LO
2'-7)/2" Joss, 3'—0" 9'-5" c.
i'u (u
o LT
c
C14
L————————
M
>
c)
cc) AM I
lot—VI
a
In,--------- -
uj
FIL---------
-——————— AM Is
L
Bill
9'4 1/8'PLT
41-0)s
171-61' 3-4" le- 33-2y) 14'-2)/2" 51-0" 21-0"
24'-0"
e
241-0" 22'-0" 7?—O)p 14'-0" ?
A 67'-0"
51'-5Y2"
2'—6 9'-5" 28'-5"
6,_8" 2'-2" 1'-10" 5'—5)/2" 18'_1 1,Y2"
------------
CD
2j-6,Y2f)
von
U)
cC,4 i
_cD
co
0
L
L
cn
N, 2
ct) -pe)
I T-) _c
an
L N
------I/ - �L__ I F,
S, .
C) 0g.
61-0" 3'_9J/2
�61
Cl I /I
71)
-I t-) AREA TABU' LATION
---------- ------- _.�l C)
co
----------
U9 r_
MAIN FLOOR PLAN 1527 SQ.FT. -2
3'—0" 7'—1 -SECOND FLOOR 670 SQ.FT.
13'—7,Y2 23'-4" 12;-011 TOTAL A/C AREA 2197 SQ.FT. JOB NO. 0+-Bl-0024
5 2 -------------------------------j
FRONT PORCH 93 SQ.FT. Pine Key
LANAI 92 SQ.FT.
SHEEr TnU SHEEr
-GARAGE 388 SQ.FT.
SECOND FLOOR
TOTALAREA 2770 SQ.FT. PLAN
A2.2
L
E ;G
J2=0 w
IN
.-o
I?
'W
CD
be m
m u
V)
cm)
75
>
m CD
---------- --------------
Tr 0 j_-
cu
Lu
c,2 Q-
(ki C)
uj Cu
co
7�
RIDGE
RIDGE
RIDGE
ICU
I t
Z2 O�
25—9y2o
2' SKYLIGHT
F 7 --------------4
------------------
10,
Lo
L---------------------------------------------------------- -----------------------------------------------------------------------
to
0
CD
co 47�
X
0-LL rL
JOB NO. 01-BI-0024
Pine Key
SHEET TrrLE SHEET
ROOF LAYOUT
A2.3
L
EXTERIOR
ELEVATION NOTES
�t.1
1 (NOTE—EXTELEV]
12
J. GRADE COND111ONS MAY VARY FOR
INDIVIDUAL SITE FROM THAT SHOWN. 0.8 21
BUILDER SHALL VERIFY AND COORDINATE 8 2 .9
PER ACTUAL SITE CONDITIONS. its
2. PROVIDE ROOF AND SOFFIT VENTS AS § J 08 -. '0—
REQUIRED BY CODE AND MANUFACTURERS
SPECIFICATIONS.
F-ALL SHINGL 9' 1-1/ P LT.
6
4- FRIEZE (TYP)
uJ
L SHI GLE ARC 0'-0" FIN Am
11 m
1/8" PLT.
8-1 1 " PILT.
LAP SIDING - FRIEZE (TYP)
to 4n TRIM (TYP)
m
ILI
0'-0" FIN. FL 0'-0" F
Lm
cl
a,
FRONT ELEVATION-
SCALE: 1/4!'=l'-0"
12
Jza� PU-0,
4� FRIEZE (TYP)
4- TRIM (TYP)
0'-0" FIN. FL
ASPHALT SHINGLES
8,—1 1 8" PLT.
co
.p
LAP SIDING L
4" TRIM (TYP)
ko
CD
CD
op
0'-0" FIN. FL —oil FIN.
ce
53
GRADE GRADE
JOB NO. 0-1-Bl-W24
RIGHT ELEVATION- Pine Key
SCALE: 1/4jj=l)-0`
SHEEr TlTLE SHEET
FRONT&RIGHT
ELEVATIONS
A2.4
L
r
EXTERIOR
ELEVATION NOTES
�s
(NOT-E-EXTELEV]
I. GRADE CONDITIONS MAY VARY FOR -B g
INDIVIDUAL SITE FROM THAT SHOWN, 0 c-
i BUILDER SHALL VERIFY AND COORDINATE 4
rz E Ma.
PER ACTUAL SITE CONDITIONS.
2. PROVIDE ROOF AND SOFFIT VENTS AS
B e 2 r=
REQUIRED BY CODE AND MANUFACTURERS
SPECIFICATIONS.
12
6
CD
I �PLT. CD
12 �j
6
L
Lj 19;
ob 0'-0" FIN. FL
LAP SIDING U.
4- FRIEZE (TYP)
pq
r4
4- FRIEZE (TYP) -co
'>
lcQ'"S
"u m
4" TRIM (TYP)
4" TRIM (TYP)
0'-0" FIN. FL 0 1-0" FIN. FL
GRADE
GRADE Ir
REAR ELEVATION-
SCALE: 1/4�4-0"
wo
12
ASPHALT SHINGLES 4mJ
'-1 1/8" PLT.
4" FRIEZE (TYP)
co 4" FRIEZE (TV) VE 2;
LAP SIDING
L
4- TRIM (TYP)
4" TRIM (TYP) 7 . 0
r'j
0I
0'
0'-0" FIN. FL —0" FIN. FL
C3
GRADE GRADE
NJ
JOB NO. 04-81-0024
LEFT ELEVATION- Pine Key
SCALE: 1/4"--l'—O"
SHEET TfTLE SHEET
REAR&LEFF
ELEVATIONS
A2.5
L
cq
2
1 s
r
10
V
c:
!�i E?
aw 20
L
3#-0#' 21-8" 3'-0"
2'—0" 3'-6"
I" M
cz
Ploaaal
pq
MICRO
--------------
REF SP.
8 fu
ICU
E
-9 on
RANGE > 12
-0
DW SP.
-z�
CD c
ICU
I ---A I F
11-01' 2'-0" 4)-01' 2'-0" 3,—o" 2'—B" 3'-0"
x
KITCHEN2 x 4—,,� '�'�REMOVE FOR OUTLETS KITCHEN
SCALE: 1/2"=l'—O" SCALE: 1/2"=V-0"
C)
40.5" KNEEWALL DETAIL
2 x 4-,'�W
41-0" e
0 o o =0
co
F. 15
arm 0
-c
P
L
0
ICD
CD lo
LL==iJ
QA
----------
306 NO. 04-BI-0024
BATH #3
MASTER BATH
SCALE: 1/2"=V-0" Pine Key
SCALE: 1/2"=:l'—O"
SHEET TITLE SHEET
INTERIOR
ELEVATIONS A2.6
L si
/7
r
ELECTRICAL KEY
F& SINGLE POLE OUTLET 6m R A
i DUPLEX CONVENIENCE OUTLET 2 23
._2 20
g -5
22.= US
DUPLEX OUTLET ABOVE COUNTER co r-
�t wp WEATHERPROOF DUPLEY OUTLET
-2;' mo�g
E F= 2 Z jl�
P:�)cffl GROUND-FAULT CIRCUIT-INTERRUPTER j5 0
DUPLEX OUTLET 2 'gu'2 9!
M
HALF-SWITCHED DUPLEX OUTLET LL
L
SPECIAL PURPOSE OLITLET/JUNCTION BOX
DUPLEX OUTLET IN FLOOR
220V 220 VOLT OUTLET
OVERHEAD DUPLEX
WALL SWITCH
3 THREE-WAY SWITCH
�-4 FOUR-WAY SWITCH
RHEOSTAT SWITCH 0 Lu
R ui (A
om DIMMER SWITCH
REINFORCED JUNCTION BOX
CEILING MOUNTED INCANDESCENT L
LIGHT FIXTURE
K� WALL MOUNTED INCANDESCENT
LIGHT FIXTURE
-y- RECESSED INCANDESCENT LIGHT FIXTURE
CD
RECESSED ADJUSTABLE EYEBALL
INCANDESCENT LIGHT FIXTURE M
INCANDESCENT LIGHT FIXTURE
WITH PULL CHAIN
EXIT LIGHT
r--------
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE
VPT LIGHTING
Ho FLUORESCENT UGHT FIXTURE
NTH PULL CHAIN
Ir
TRACK LIGHT
-------- OGFI
EXHAUST FAN (VENT TO EXTERIOR)
< 0 TILE
EXHAUST FAN/LIGHT COMBINATION fu M cn
:Mo cl (VENT TO EXTERIOR)
0
cs
EXHAUST FAN WITH HEAT LAMP rpl�'-
20V
LE
(VENT TO EXTERIOR) =u
_j @
TILE CHIMES
E!T= >
t P�� '" u Lll-uo
CARPET 3:�,GFI PUSHBUTTON SWITCH
PB
7-:: SMOKE DETECTOR 0
L41 �r 0 r-
<
_j HEAT DETECTOR
CARPET r r=1 11 Ak PC /I CO2 DETECTOR
InL_ —il
:GFI I \\ III T THERMOSTAT
nQ U)
GFI
k. SPEAKER
to PHONE (I-CAT3)
8 C*� w
00 �> 1 't, 11 i
A DDC (1-CAT5, 1-RC6)
3:E 0-
Lj <
MDC (2-CAT5, 2-RG6)
TV ELECTRIC METER
v
Lr-
ELECTRIC PANEL
ED Cl
CEILING FAN PREWIRE
(PROVIDE ADEQUATE: SUPPORT)
CARPET 2�E
v
Fl CEILING FAN / LIGHT PREWIRE
(PROVIDE ADEQUATE SUPPORT)
/*
ELECTRICAL NOTES:
CARPET ..... ............ =1 (NOTE R ECTRIC]
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
DETECTORS AS REQUIRED BY NATIONAL FIRE
x PROTECTION ASSOCIATION (NrPA) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES
CIRCUITz INTERRUPTERS (GFI) AS REQUIRED BY
TILE 2. PROVIDE AND INSTALL QROUND FAUL
-------- PB ru
NATIONAL ELECTRIC CODE (NEC) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
TILE
CL 3. -UPS/CUTOFFS.
DIRECT HOOK
HVAC CONTRACTOR TO VERIFY THERMOSTAT
A 4- LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
5.
yl "X-1
�17 FURNACES, A/C UNITS, ELECTRICAL PANELS, Nt
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION
jr.�c DUE TO FIELD CONDITIONS.
TV Fl --------
*GFl
— — — — — ELECTRICAL DEVICES: ARNF-FINISHED FLOOR:
SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL
Av mw
:WALL OUTLETS OVER COUNTER. . . . . . .480 TO CL
REMAINING SWITCHES . . . . . . . . . . . .48" TO CL
0
�WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CIL
BATH VANITY BRACKET OUTLET 1,2
(1' ABOVE TOP OF MIRROR). . . . . .88" TO CL
WATER SOFTENER AND SUMP OUTLETS 45" TO CL
TELEPHONE OUTLETS. . . . . . . . . . . .16" TO CL
TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CIL
EXERIOR GFI OUTLETS. . . . . . . . . . . .16' TO CIL
�GARAGE GA (ABOVE GARAGE FLOOR) 48" TO CL
NCO
�FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL (D
GARAGE DOOR COACH LIGHT,
(ABOVE GARAGE FLOOR) . . . . . . .84" TO CL
DINING AND BREAKFAST FIXTURE .64" TO BTM
OF FIXTURE E
FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM VIM
OF FIXTURE �u
�L
THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL u
DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL
co
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/
0 ca
DR HANDLE
rn
iKITCHEN WALL HUNG MICROWAVE
OUTLET . . . . . . . . . . . . . . . . . .76" TO CL o'..
MAIN FLOOR ELECTRICAL
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK cm)
K'Q
SCALE: 1/4"=l'-O" KITCHEN RANGE . . . . . . . . . . . . . . .24� TO CIL
KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL
WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL CL LL a.
30B NO. 04-131--0024
CL CENTER LINE
I FIELD VERIFY Pi ne Key
2 MASTER BATH STANDARD 30" HIGH
VANITY TO BE RAISED 4"
SHEET 1= SHEET
MAIN FLOOR
ELECTRICAL E1 . 1
L
ELECTRICAL KEY r 89
[flow—Eucsym]
�2
F& SINGLE POLE OUTLET
'211
pQl DUPLEX CONVENIENCE OUTLET xi f-A g
kV DUPLEX OUTLET ABOVE COUNTER
k�)[Wp WEATHERPROOF DUPLEX OUTLET _g E0
vo
�E
PZ[GFI GROUND-FAULT CIRCUIT-INTERRUPTER
DUPLEX OUTLET t
2
HALF-SWITCHED DUPLEX OUTLET
ad
SPECIAL PURPOSE OUTLET/JUNCTION BOX -09
-1= DUPLEX OUTLET IN FLOOR
220V 220 VOLT OUTLET
OVERHEAD DUPLEX
WALL SYdTCH 9
3 THREE-WAY SWITCH
�_4 FOUR-WAY SWITCH
R RHEOSTAT SWITCH
L" 4
DIMMER SWITCH D
DM
Q REINFORCED JUNCTION BOX
CEILING MOUNTED INCANDESCENT L
LIGHT FIXTURE
WALL MOUNTED INCANDESCENT
LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
P4
RECESSED ADJUSTABLE EYEBALL
INCANDESCENT LIGHT FIXTURE
-Q-pC INCANDESCENT LIGHT FIXTURE ANSI
WITH PULL CHAIN
EXIT LIGHT
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN
TRACK LIGHT
EXHAUST FAN (VENT TO EXTERIOR)
------- EXHAUST FAN/LIGHT COMBINATION
PH PH (VENT TO EXTERIOR) S�g
TV o -
Q) co all:
EXHAUST FAN WITH HEAT LAMP
(VENT TO EXTERIOR)
TILE
CARPET CARPET CHIMES >
=
12-2 6
CARPET Hi]PB PUSHBUTrON SWITCH fu> cy)
PH
CD c
SMOKE DETECTOR
I:r
HEATDETECTOR
(0 CO2 DETECTOR
_0Z76_\l0
_ea
Cr_N_ 1-04-
- - - - - -- f (D THERMOSTAT
— — — — — — — — — — — —
SPEAKER
-CAT3)
PHONE (1
DDC (I-CAT5, 1-RG6)
TVv LM
MDC (2-CAT5, 2-RG6)
CARPET 0) ELECTRIC METER
-_LZiilL_ ELECTRIC PANEL
TV
CEILING FAN PREWIRE
---------------------- f- ------------
---------------- ------------------ (PROVIDE ADEQUATE SUPPORT)
CEILING FAN / LIGHT PREWIRE
(PROVIDE ADEQUATE SUPPORT)
ELECTRICAL NOTES:
[NOTE—UECTMCI
PROVIDE AND INSTALL LOCALLY CERTIFIED aMOKE
DETECTOR AS REQUIRED BY NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES
PROVIDE AND INSTALL ON-UND ELL
. 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
3. DIRECT HOOK-UPS/CUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT
4- LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E.
5. FURNACES, A/C UNITS, ELECTRICAL PANELS,
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION
DUE TO FIELD CONDITIONS.
ELECTRICAL DEVICES: ABOVE FINL%HED FLOOR:
7; SWITCHES OVER COUNTER. . . . . . . . . .48' TO CIL
WALL OUTLETS OVER COUNTER. . . . . . .48" TO CIL
REMAINING SWITCHEa . . . . . . . . . . . .48" TO CL
WALL OUTLETS. . . . . . . . . . . . 16" TO CL
BATH VANITY BRACKET OUTLET
(f ABOVE TOP OF MIRROR). . . . . .88" TO CIL 1,2
WATER SOFTENER AND SUMP OUTLETS 48" TO CL
TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CIL
TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CIL
EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL
GARAGE GFI (ABOVE GARAGE FLOOR) 48- TO CIL
FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CIL
GARAGE DOOR COACH LIGHT,
I (ABOVE GARAGE FLOOR) . . . . . . .84" TO CIL
DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM
OF FIXTURE
THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL
DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/
0 CD
DR HANDLE
KITCHEN WALL HUNG MICROWAVE
OUTLET . . . . . . . . . . . . . . .76" TO CIL
r?V_
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL co
KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL
WAbHLR/DRYER OUTLET. . . . . . . . . . .48" TO CIL
JOB NO. 04-Bl-0024
CL = CENTER LINE
1 = FIELD VERIFY
2 = MASTER BATH STANDARD 30" HIGH Pine Kuy
VANITY TO BE RAISED 4"
SHEET TlTLE SHEET
SECOND FLOOR
ELECTRICAL El .2
L
7yo IA� a�gc �a
k ::,-2
x) I= ve
CQ
2
'd)
V) AG r_- E3 g.,
20
2 16
a) — F_ 0)
E - ca
Z'
cx a; 12 CL
G -6
SLOPE3/4'xl2b
AT GARAGE DOOR
1/2"x7"WEDGE ANCHOR
3112"CONCRETE SLAB REINF. @ 32'O.C.w/2xZxl 18'
w/6x6xl 0/10 W.W.M_ 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32*O.C. 3 1/2"CONCRETE SLAB REINF.
EXPANSION JOINT W/6x6xl 0/10 W.W.M. W/oxexl 0/10 W.W.M.
3 1/2"CONCRETE SLAB REINF. 4k -777
,17
W/6x6x1 0/10 W.W.M.
JOINT
c
-M-1 FFF-- 6 MILL POLY VAPOR BARRIER
4
f
6 M
COMPACTED EARTH
6 M11 I POLY VAPOR BARRIER
6 IiILL POLY
- - * "0� '_A
COMPACTED EARTH 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER
.1 (2)#5 REBAR CONT.
C 0 M P A CT F r Col
(2)#5 REBAR CONT.. MPACTED EARTH
COMPACTED EARTH
f T
T
co
95 REBAR CONT. #5 REBAR CONT.
Ln
m
CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING iCONCRETE FOOTING
THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL
10 - 9 - 8
SCA
SCALE; 3/4"4-0" SCALE: -31e-l'-Go LE: 314"=V-0m 'SCALE: 3/4�4-00
U)
T� 181
w c')
0 LL
cn
C103 ol
OVERLAP SLAB
1 1/2"
cu CD
HOLD HDFI.BILK. 2i > hi
TO OUTSIDE NAIL RO)OF SHEATHING c) c
1 1/2" (PER STrRUCTUIRAL) 0 _r_
IMPORTANT NOTE: CL a.
FIBERGILASS SHINGLES
TYP.SLAB REFER TO ROOF PLAN AND
J\f 1/2"x7'WEDGE ANCFIOR OVER 3;0#FELT OVER 71116" EAVE DETAILS ON SHT
32"O.C.%v/21x2"xt/8" EXP.JOINT OSB BOARD OR 15/32'PWD AD.2 FOR AOOF PITCHES
WASHERS@ 32"O.C. SHEATHING. FOR ALL HOUSES
.. . . I I . . i TYP.SLAB AIR BAFFFLE BTW EA TRUSS 12
3 1/20 CONCRETE SLAB REINF. TO MAIINTAIN I1Z'MIN AIR
VARIES STRAP FOR�TRUSS
z SPACE FOR VENT ANCHORAGE
161 (SEE STRUG URAL)
wt 6x6xiO/10 W.W.M.
FEI I I IEEEI I I
01H.
GALV. IMETAL
R-30 INSULATiO AT CLG.
DRIP EIDGE
Is
TYPICAL FOUNDATION
6 MILL POLY VAPOR 13ARR(ER
f
COMPACTED EARTH
TYPICAL FOUND rION
T"I (2)#5 REBAR CONT. WRAPfPED 518"GYP. BD.CLO.
El I I IE—El I I IE I 1��M I I �1 I I I ALUM. FASCIA
OVER,2x8
PERFORATED
I I N4 I- 111k�1111 1/2"GYPSUM BOARD
VINYL/f ALUM.
SOFF1
2x STUDS 00(MIN#2
STUCC)0 FRIE-Z
HIM I I I NEI I I I El I I 1=1 I I SPF)
PROVIDE MID-WALL BLOCKING FLAT
WISE 9 JOINTS IN SHEATHING
P.T.2x PLATE
7/83"MIN.LIGHT
CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TE:XT. STUCCO
VE:_NEER OVER 3/4"PLYWOOD GLUED&SCREWED
INTERIOR BEARING DETAIL FOUNDATION DOOR PORCH EDGE MffL LATHE AND TO 16"PRE-ENGINEERED FLOOR
6 5 VAkPOR BARRIER TRUSSES OR T.J.1.JOISTS CUP 24"
SCALE. 3/4- 1'-o" SCALE: 3/4"=1'-0* SCALE: 3/4'=1 -oij 00
(SEE FLOOR TRUSS ENGINEERING)
RIM JOIST BY TRUSS MANUR co
NAIL ROOF SHEATHING I S1TFLOOR TO (SEE FLOORTRUSS
(PER STRUCTURAL) IMPORTANT NOTE: -AVE 2NJD FLOOR ENGINEERING)
12 REFER TO ROOF PLAN AND E STrRAPPING PER
FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STrRUCTURAL 1/2"CEILING BD OR 5/8"GYP.EID
301t FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES T
OR 15/32"PWD SHEATHING. 7 16" TYP.
P.T.2X BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW`EA TRUSS - O.H. STRAP FOR TRUSS ANCHORAGE(SEE
TO MAINTAIN 1112'MIN STRUCTURAL)
& 112"x 10"ANCHOR BOLTS AT 324 O.C.
W/2"x 2*x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. (n
1/2"CEILING BD OR 5/8"GYP. 60 TYP
GALV.METAL <
TYPICAL ANCHOR SEMCO TPP4 AT 32" DRIP EDGE §
STOP EXTERIOR WRAPPED ALUM. cc
FINISH 1" 4"CONG SLAB W/6XGX1 0/10 WWF FASCIA OVER 2xB z
BELOW OVER 6 MIL VAPOR BARRIER OVER 22
FINISHED PERFORATED PROVIDE MID-WALL BLOCKING FLAT
TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL WISE @ JOINTS�IN SHEATHING T_
FLOOR VINYU ALUM.SOFFIT o
70"MIN.LIGHT
cc - — 2x STUDS @ 16"OC(MIN#2 8
TYP.VERT. SLOPE STUCCO FRIEZE TEEXT. STUCCO Z U-
ENEER OVER SPF)
GRADE I STORY: 20"X 10'CONG.FOOTING W1 MTrL LATHE AND z
REINF. IF= VE E
P.T. PLATE W1 ANCHOR zo
(2)#5 CONTINUOUS AND(1)44 DOWEL PROVIDE MID-WALL BLOCKING FLAT VAkPORBARRIER C) 0
BOLTS PER I—
WISE @ JOINTS IN SHEATHING Ir P_
AT CORN ERSIOPENINGS AND 48"O.C. t <
STRUCTURAL >
F
I YPICAL FOUNDATFION -OFI-(1)#6 DOWEL AT CORNERSIOPNG'S _j
U- 4"CONCRETE SLAB WITH
AND 96-O.C.,AND(1)#5 CONTINUOUS AT 2X STUDS g 16"00(MIN#2 SPF) 90 __1
6"x6"xi 0/10 W.W.F.TYP.(3000 c�
Ill 0 N q
z PSI. FIBER MESH OPTIONAL). U) C,4
EI I I JE HEADER BLOCK.
Ed I I I III
7/8"MIN.LIGHT to (1)#5(CONT.
P.T. PLATE W/ANCHOR BOLTS PER
cn 4:14
TEXT. STUCCO <
STRUCTURAL SLOPE:GRADE
2 STORY: 24'X 10,CONC.FOOTING W/ VENEER OVER
(3)#5 CONTINUOUS AND(1)#4 DOWEL C'D
AWAY)ALL SIDES"
AT CORNERS/OPENINGS AND 48"O.C. MTL LATHE AND 4"CONCRETE SLAB WITH 6"x6"mullu
EFE I I I I Lu IXO
0 . -OR-(1)#5 DOWEL AT CORNERSIOPNG'S VAPOR BARRIER W.W.F.TYP.(3000 PSI.FIBER MESH 6 MIL VAPOR BARRIER a3
E tz
AND 96'O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL).
HEADER BLOCK. (1)#5 CONT. 3 A 0 (1)
TYPICAL FOOTING(MONOLITHIC OPT) a. rL m
240 A W=f;ff,�
SEE STRUCTURAL FOR SIZE&
I 1_1 I I F I I I I A I (N E): BEND ALL DOWELS MINIMUM
SIDES REINFORCIN G
20" 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL
6ff INTO FOOTING. 6 MIL VAPOR BARRIER JOB NO.
1 STORY x N PROJ.IVIGR.
DRAWN BY
TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY
SEE STRUCTURAL FOR SIZE&
REINFORCING
STEMWALL FOOTING STEMWALL FOOTING
CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET
FOUNDATION
SCALE- 3/4"=V-0" 3 SCALE- 3/4"=V-0" SCALE: 1/2"4-0" SCALE: W=W-O" DE'rAILS ADA
j
L
�gl
PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD r
2 (n
8 .
CAP OF SADDLE FLASHING OF SADDLE FLASHING
L
ai E 2
ALUM. FLASHING - T; :9 g
SIMPSON HS 8 'Q E Z ",51, z5
WOOD STUD WALL SYSTEM <13 _ . -5 R;
AT EACH JOINT E
20X4"BLOCKING(SEE WOOD STUD WALL SYSTEM v;
5-
-t-
(TYPICAL) CEMENTITIOUS FINISH SYSTEM v
CRICKET MANUF.SPECS. FOR w Hen
CEMENTITIOUS FINISH SYSTEM 45 CL
cu m
7/8"MIN SIDING OVER CHIMNEY MIN. DISTANCE) 2 E
CONTINUOUS WALL SHEATHING 6 -� :s A. 8 8
MTLLATHE r CONTINUOUS WALL SHEATHING
CORROSION RESISTANT METAL
SHEATHING EXTERIOR FINISH CORROSION RESISTANT METAL SCREED
o
OVER 1/21 SHEATHING SCREED CORROSION RESISTANT METAL
5"x5"CONT. OR O.S.S. ZBAR FLASHING W/SEALANT
2X6s NAILED TO GALV.MTL. CORROSION RESISTANT METAL
FLASHING 7/8"MIN STUCCO Z-SAR FLASHING W/SEALANT CORROSION RESISTANT METAL
STUDS w/16d @ W �z! z FLASHING OVER MTL LATHE TOP FLASHING
Oc n CORROSION RESISTANT METAL
STD ROOFING < BLOCKING CaMID POINT 1
TRUSS TOP CHORD z ROOF SHINGLES
rr_ MEN CHIMNEY EXCEEDS PAN FLASHING
m Lu
=: 6'-0" IN HT. ROOF SHINGLES Z ROOF SHEATHING
w
SEE STRUCTURAL
ROOF SHEATHING ROOF FRAMING
I
FOR HURRICANE Z? z PRE-FAB CHIMNEY I
ANCHORAGE cQ 65 ROOF FRAMING/ E� CL
DETAILS
2"
:2i I.
ce)
TRUSS 2*x4'STUDS @ 1 6w 010. ZD
BOTTOM TRUSS CHORD
CHORD GALV.MTL. FLASHING
CRICKET
P4
Nil- 013%2mx4w BLOCKING SIMPSON MTS12 @ EACH 14
CORNER y mkx.
T/T
11 U� ll
24"
4-i 6d EA SIDE,
V-4"MIN. 0
TYP
CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING
CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. ROOF TO WALL-
12 11 10 9
SCALE: 1 1/2"=V-0" SCALE: 1 1/2"44' SCALE: 1 1/20=1'—O" SCALE: 1 1/2`4-00
.5
cf)
> ca
SECURE VALLEY FLASHING AT MAX.24"O.C.W1 CLIPS IMPORTANT NOTE: o o L4
FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO ROOF PLAN m E: ,-
NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES 11-4m T z
PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES AD. 2 n
TYPE LINEAR VENT q:
PER ROOF MATERIAL MANUFACTURER REQUIREMENTS m
INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE >
(D
MANUFACTURERS WRAPPED IN ALUM c:
15- o
CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS TYP ROOF CONST cl _cr
VALLEY FLASHING WITH 1"HIGH'V'CRIMP8 SEE WALL SECTIONS 2X4 OUTLOOKERS AT a. a.
REQUIRED CLEARANCE PER ROOF ROOF SHINGLES 24"O.C.
MANUFACTURER REQUIREMENTS APPLIED TO I
LINEAR RIDGE CAP SEE 1-AD.I FOR FASCIA&
ROOF SHINGLES VENT SOFFIT NOTES& FINISHES
ROOF SHEATHING
ROOF FRAMING ROOFSHINGLES
ROOF SHEATHING
10"
ROOF FRAMING
SIDING OVER�/l 6-OSS
MIN.
()ABLE END TRUSS W/
ALUM FASCIA OVER VERTICAL MEMBER
@ 16-O.C.
FRIEZE
WEAVE ROOM
UNDERLAYMEN PER 4m MIN.
ROOFING MFR'S
RECOMMENDATIONS W/
36"WIDE 309 SWEAT SHEET
RIDGE GAP FOR VENTILATION
ROOF - FLASHING ROOF - RIDGE UP SIDING
ROOF VALLEY ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP_ RAKE DETAIL 8" OH_
7 SCALE: 1 1/2n=l'—Om SCALE: 1 1/2-4-0- / SCALE. 1 1/2'4-0�
TRUSS ENGINEER To PROVIDE FIBERGLANISS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSSENG INEER TO PROVIDE FIBERGLASS SHINGLES TRtUSS ENGINEER To PROVIDE FIBERGLASS SHINGLES
TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRtUSS HE�LS WHEN VARIOUS PITCHES
INTERSECT EACH OTHER, 80 FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INITERSECT EACH OTHER,SO FASCIAS BAFFLE
ALIGN W1 CONSTANT OVERHANGS,SEE AIR BAFFLLE ALIGN wl CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE Ain BAFFLE ALI ION W/CONSTANT OVERHANGS,SEE
ROOF PLAN ROOF PLAN ROOF PLAN RO)OF PLAN
LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT
8:12 ROOF I PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH
2'-8m ALUMINUM 21.8" e ALUMINUM ALUMINUM
12 C-3UTTERS ALUMINUM 12 GUTTERS 12 GUTTERS
Ind
12 GUTTERS M
3 r
6
8
7
E
IVA
R-30 INSULATION 13
OVER LIVING SPACES R-30 INSULATION R-30 INSULATION N
R-30 11%NSULATIO
OVER LIVING SPACES OVER LIVING SPACES
OVER I LIVING SPACES
C)
CN
_j _j
HEADERATWINDOW HEADERATWINDOW HEADERATWINDOW
AND DOOR OPENINGS AND DOOR OPENINGS co AND DOOR OPENINGS SEE TYP.WALL SECTION FOR
FASCIA, SOFFIT NOTES& FINISHES or- Lq
64 "j'l
CHANNEL STOP co
X
SIDING OVER
SEE TYP.WALL S;ECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER 0
FASCIA&SOFFIT'NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES CL rL o-
BM OR LINTEL(SEE STRUCTURAL)
I J
6'BAND
"J"CHANNEL STUICCO STOP Jo CHANNEL STOP J"CHANNEL STOP JOB NO.
2'BAND PROJ.MGR.
11 N I I DRAWN BY
SIDING OVER SIDING OVER SIDING OVER VARIES COL w/EXT FIN CHECKED BY
"7' LATHE AND VAPODR BARRIER "7- LATHE AND VAPOR BARRIER LATHE AND VAPOR BARRIER
SHEET TITLE SHEET
EAVE DETAIL 8:12 PITCH EAVE DETAILm 7:12 PITCH EAVE DETAIL ,, 6:12 PITCH EAVE DETAIL 3:12 PITCH ROOF DETAILS
3 /2.=11 2 1 AD.2
SCALE: I 1/2m=l'—O" SCALE: 1 1 —on SCALE: 1 1/2"44' SCALE: I 1/2"=11—On
J
cu 0 a 0 =3
CL u
i- 1;
In a) (1)
Ig
4� --s Q3
m!
0;
4 10
Cl.
d) Z3 m w
MIN �R cx� CL
=1 ca 2 2 w
2
WALL
SIDING SHEATHING
I! TYP.WALL
CONST.
SIDING
OVER LATHE AND DOOR
FELT-SEE WALL WAY
a Lu
>< SECTION w (n
11/2"STARTER STRIP
F.F 2X4STUDS
ix4 CORNER BOARDS
CAP FLASHING PLACEMENT BY
lx8 PT DOOR WAYS
TEXTURE FIN.
ON FOUNDATION
Ir
m
P-4
EXTERIOR TRIM DETAIL ELECTRICAL
WATER BOARD CORNER DETAIL— SWITCH PLACEMENT-
10 9
SCALE 1 1/2"=l'-0" SCALE: 1 1/2"=l'-O" SCALE: 1 1/2"=l'-O"
c'q
-2 C-4 8
co cQ CD
WALL 50 -r- uca
REAR WALL OR SIDE WALL MOUNTED;
SIDE MOUNTED AT BACK SPLASHES,TYP. 1/2"CLQ BD OR I LAYER GYP. BOARD 0
COUNTERTOP 6/80 GB w/6'BATT INSUL 10
20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR in
TYP 11900 J-BOX TO
(SEE STRUCTURAL) -a
HORIZONTAL SINGLE W
LIGHT SWITCHES, ca
THERMOSTATS, COVER PLATEfOUTLET 2 LAYERS jl/2"PLYWOOD SPACER Z >
R-11 BATT C3
AND ALL OTHER FINGER JOINTED
ENVIRONMENTAL INSUL WOOD CASING
CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12'H
BOTH SIDES PWD ALL 4
SIDES
u u %-.
2x— TRUSS
CHORD WOOD FRAME
OUTLETS-PHONES OPTIONAL
&TV's TYP 1900 J-BOX R30
HORIZONTAL SINGLE INSUL
WALL CAP OR COVER PLATE/OUTLE*r TYP DOOR PER SCHEDULE
BRKFST.TOP
SEE FLR.PLAN /—g
NONLOAD LOAD
CONDITION CONDITION
3/4"STOP
BOTH SIDES /Y GYP. BOARD
U) 2 x KITCHEN TOP
/x
�Lj 7g�
�\-7/��-- I //\\ ,// \\ A. FINGER JOINTED
w- �//-\\�-'
2x6 OR 2x4 WOOD CASING
> FRAMING
wl 112M
*41
DRYWALL
-CAP OR
-ST.Top rF4
LR P N
Top
SIDES
24'DEEP BASE
CABINETS
24w 21/4" WD
TYP FLR CONST TYP DOOR PER SCHEDULE
FINISHED FLR CASING
WOOD FRAME
FRAME TYPICAL
2 JAMB 2)2x4s
CABINET DOOR
OUTLET I'volOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS 22 1 /211 X 48 INT HEADS & JAMB
7 5
SCALE: i 1/2"=V-0" SCALE: N,T.S. SCALE. 1 1/2"'4-0m ALE: 1 1/2"=I'-O"
Hsc
EXTERIOR INTERIOR
TEMPERED SHOWER
MARBLE CAP ENCLOSURE 4"CURB W1
SR ON SIDE
MARBLE CAP
CERAMIC FLOOR TILE
ADHESIVE ON 84 DOOR
VANITY CLEAVAGE MEMBRANE BRUSH TYPE ALUM.THRESHOLD SET
2!X4 WD.STUD WEATHERSTRIP
CONCRETE SLOPED FILL 2x STUD WALL IN FULL
(P 16-O.C.
F f:
SEALANT BED
FLOOR SYSTEM (3 -2
14"MR. GYP BD. OVERHEAD EXPAiNDABLE JOINT
SHOWER DRAIN PAINTED FINISH
GARAGEDOOR FILLER,WHERE Lo
APPL.ICABLE
C)ERAMIC TILE
�'—=—C',ERAMIC FLOOR TILE
J. 71 owe
1 x6 WD DOOR STOP
a
SLOPE TO DRAIN -c i
.4
(4)2x P.T. BUCK
TO DRAIN
0
SLOPE �4 ,
FINISH TRIM OR u—
BAND
po
4-
FINISH
FLOOR SYSTEM x
Im
CON(C.WALK
a. u- a.
SEE STRUCTURAL DWGS
GONG. SLAB&
FOUNDATION JOB NO.
SEE STRUGTURAL DWGS.
PROJ.MGR.
DRAWN BY
CHECKED BY
BATH BATH DOOR - OVERHEAD GARAGE DOOR
SHEET TITLE SHEET
SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIO R, MISC.DETAILS
1/2"=l'-O" SCALE: 1 1/2"=l'-O" SCALE. 1 1/2n=l'-O" AD.3
SCALE. SCALE: 1 1/20=11'-04
L
E- -2
2
ca -& g
IX4 CEDER
c) C!
'q J <u - 'D -6 2 1�
C, cz cn)
mg
2X6 FJ CEDER 2x6 FJ CEDER 6m
2X6 FJ CEDER 100 ANGLE CUT 610
1-5/8"CROWN
E
cL
lx2'x2'CEDER
2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER
L
5Q ANGLE 50 ANGLE So ANGLE
311 3m
3w
( 43
-F-- .
10 = V)
C)
2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPL
OPTION 3 OPTION 2 OPTION I
WINDOW TRIM WINDOW TRIM WINDOW TRIM
SCALE: 1 1/2�4-0" SCALE: 1 1/2*=I'-O" SCALE: 1 1/2*4-0" t-
0
cr)
> ..
6"HARDI BOAkRD BAND 6' HARDI BOARD BAND 0
6'STUCCO BAND cz
TOP OF COL TOP OF COL TOP OF COL OR STUCCO I--
a. a-
e c INSTALLATION SEQUENCING:
47 1
2N 12'SO TAPER TO 10' 2m 1. Tl�HROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMS AND SQUARE.KEEP HEAD
COLUMN ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT C I ROWNED UP OR DOWN.
2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(Le.DOUBLE HUNGS)TO AVOID"BOWED OUT"
V-2- 8"SO COLUMN 2'-0" 12'SO COLUMN INSTALLATION,
3.AIPPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES
PRIOR TO SE-MNG WINDOW INTO OPENING,
J STUCCO I
1 4.PILACE 1/4'SHIMS AT SILL CORNERS AND SET WINDOW INTO-SHIMS.ICENTER THE WINDOW IN
THE'OPENING ALLOWING A 114�GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE.
20. 40 ------ wHE' N INSTALLATION IS COMPLETE, THESF-SHIMS MAY BE REMOVED. 1
2" HARDIBOARD 2"2' HARDIBOARD PAINTED 5. INJSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY Ol HER FA I S I ENER SLOT STARTING
PAINTED STUCCO BAND OR STUCCO AT THE MIDDLE OF THE WINDOW, FASTENER MUST BE EMBEDDED INT'0 SOLID WOOD A MINIMUM
OF I".KEEP WINDOW LOCKED UNITL ALL 81DES ARE SECURED,
10" HARDI BOARD BAND
OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED.
7.C)AULK OUTSIDE PERIMETER OF INSTALLED WINDOW.
b 6'HARDIBOAIRD BASE WHARDIBOARO BASE
OR STUCCO 8, INISULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE
FOA�M.
1/2'SPACE 112'SPACE THE: USE OF EXPANDABLE FOAM WILL VOID WARRANTY.
PORCH LINE PORCH LINE
9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW lt4"GAP AT SILL BETWEEN
STACK STONE STRMCTURE AND WINDOW.THEN,CAULK THIS GAP.
SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK
I
SO STUCCO COLUMN OR(OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW).
FLASHING SEQUENCING:
PORCH LINE 1. AIPPLY BOTTOM PIECE OF:SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING.
2. S)ET WINDOW UNIT.
3. kPPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG
SO STONE ACCENT
PAMER.
COLUMN
4. &PPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING.
5. A�PPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING.
4x4 P.T.I POST 4x4 P.T.POST
4x4 P,T.POST
SEE FLOOR SEE FLOOR SEE FLOOR
PLAN FOR PLAN FOR PLAN FOR NOT"E: 6
LOCATION SELIF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. 14
LOCATION LOCATION E
STONE FINISH L�x STUCCO FINISH
-c C)
TRIM BEILOW TRIM BELOW 2
c�
HARDIBOARD P.T.WD WRAPPED COLUMNS n
CD IIVRPORTANT: 0
(PAINTE(D) P.T.WD WRAPPED COLUMNS (PAINTED)
IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN
I 2X4 STUIDS M. 2X4 STUDS u-
2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES.
L Em
z F� a.. == 8
DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY
I DF-STROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOTIBE UNDER WARRANTY
E
V-54 L 2.'-0 IF EXPOSED TO MURIATIC ACID. 0
0. u- a.
DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING.1
STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALLL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT�INTO WINDOW SILL JOB NO,
AfREA OF ANY WINDOW. PROJ.MGR.
COLUMN BASE D RAWN BY
CHECKED BY
STONE ACCENT COLUMN WINDOW
SHEETTITLE SHEET
PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC,DETAILS
SCA SCA
SCALE: 1 1/2"=11-0' 3 )!LE: 1 1/20=1'-Ou 2 )!LE: 1 1/2"=IP-Om SCALE: 1 1/2"=I'-Om ADA
L
Igo Audae'
E: :=6 E
CL
ti)
(1)
19 M JON cm)
00 NAIL Wl 11 10d .9
t5 ca. 2
2
COMMON IN THIS AREA.
VERIFY w/STRUCT. cl
00 a) -a cn
�E E
0, Z, CL
W = = w
44"MINIMUM LL -Q
00
NAILING NOT NEEDED
IN THIS AREA
UIP TO 16"
Ck w
FLOOR SYSTEM
SNP DOUBLE PLATE <
NAIL W/11 10d
COMMON IN THIS AREA.
VERIFY w/STRUCT.
-A
TAI
PIROVIDE MINIMUM 1"END DISTANCE
LE
. Z!
E.QUAL NUMBER OF SPECIFIED
MAILS IN EACH END
STRUCTURAL
TWO STORY STRAPPING co
(D 04
9
SCALE: 1 1/2"�V-0"
co
CD
> (a
a o LL
m
HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN al
WOOD TOP RAIL 3WIN HEIGHT ABOVE THE STAIR NOSING. co, 'co
AS SELECTED BY OWNER&CONTRACTOR HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. c: a) C6
HANDRAILS SHALL BE 1 1/2' CLEAR OF ALL ADJACENT 'm
-c
FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE C:�
IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE 2 >
1 1/4m MIN. 2"MAX. 1 1/2"CLR- 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o 2 c
0 C 0
AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a. (L
HARDWOOD TOP RAIL
CL W SlrAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL
w BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR
U-1 w
STUCCO W/CORROSION RESI�T&NT U) 0 WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL.
I
METAL LATH OVER 154 FEL-T%,." LL AT 4'-Om
CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE
AE3LE TO RESIST A LOAD OF 200 LBS APPLIED IN
2X FRAMING I
WOOD BASE ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL.
INTERIOR SUBFLOOR 1/2"GB 2X BLK'G <
a
ELASTOMERIC,DECKING 01 PLYWO GUARDRAILS SHALL NOT BE ANY DIRECTION
OD SHEATHING. 1 LESS THAN 42" IN HEIGHT. 200 lbs a:
cq
7, ANY LOCATION q
WRAP 6"UP WALL&ALL PENETRATIONS.
INSTALL PER MANUFACTURER'S REQUIREMENTS.
��O—PE STAIR FRAMING co (D OIPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR
AIN ORNAMENTAL PATTERN SUCH THAT A
z 4"'DIAMETER SPHERE CANNOT PASS THROUGH. w
cf)
74" MIN., I I 4SPHERE 0
THE GUARDRAIL CONSTRUCTION SHALL BE MAY NOT PASS co :2
SEE STRUCTURAL DRAWINGS FOR FRAMING 6/8"TYPE"X"GB A93LE TO RESIST A LOAD OF 20 LBS PER THROUGH
INFORMATION cl LIINEAL FOOT APPLIED HORIZONTALLY ALONG
0 ENCLOSED USABLE z
< TIHE TOP RAIL OR AS REQUIRED BY CODE. VSPHERE
SPACES BENEATH STAIRS a: MAY NOT PASS 1'1�
jHROUGH
WALL MTD
2X4 STUDS 0 16"OG
TIHE TRIANGULAR OPENINGS THIS DIAGRAM
A7 STAIR TREAD, RISER,& ILLUSTRATES THE
SPECIFIC REQUIREMENTS
B(OTTOM SHALL BE SUCH
THAT A 6" D IA METER OF THE BUILDING CODE
AND IS ONLY AN AID FOR
SIPHERE CANNOT PASS THROUGH.
BUILDING DESIGN AND
CONSTRUCTION.
STAIRS STAIRS
STAIRS
WALL DETAIL HANDRAIL DETAIL GUARDRAIL HANDRAIL CODE DATA—
DECK FLASHING DETAIL GUARDRAIL
7 SCALE: 1 1/2'*=l'-0" SCALE, 1 1/2"=V-0" SCALE: 1 1/2"=V-0"
77-- SCALE: 1 1/2"=l'—o"
FINISHED SURFACE
MATCH HEIGHT
OF BASEBOARD
FINISHED SURFACE
TREADS w
3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA 0 1 1.
z z 2x FRAMING
U)
0� z GYP. BID.
EQ.TREAD 111 :5 3/4" O�
0 CL in
SEE P L I xl 0 SKIRT BOARD
ct w TY P e
(j W TYP.
U)
U4
Lu _j 1! t:
�2 CL 314'j
w- w "Typ
d ui IfXPANSION
U) 6/8"PLYWOOD RISERS (TYP.) EXPANSION GAP 2xl 2 STRINGER
2x12 NOTCHED STRINGER 2xl 2 NOTCHED STRINGER GAP TYP E
(3 STRINGERS MIN.AT (TYP-) 73 Cl
EACH STAIR RUN)
P
EXPANSION
(o
GAP L C)
5/8" PLYWOOD RISERS (TYP.) 0
2xl 2 NOTCHED STRINGER c()
2X4 SPACER e i sk. U-
I C)
C LD
SECURE NOTCHED STRINGER TO SILL
PLATE WITH FRAMING ANCHORS.SECURE
PLATE TO SLAB WITH SLOT PINS.
ALL WOOD IN DIRECT CONTACT WITH
E
0
CONCRETE TO BE PRESSURE TREATED
0 .2
OR PROVIDE IMPERVIOUS MEMBRANE CL u- a-
SEPARATION AS ALLOWED BY CODE. (3)2Xl 2 STRING ERS TYP. INSTALL 2X FIRE STOP AT A
(3)2XI 2 STRINGERS TYP. MID SPAN OF STRINGER JOB NO.
(3)2XI 2 STRINGERS TYP.
—VL—i
STAIRS STAIRS SHEET TITLE SHEET
STAIRS STAIRS G (BOT) STRINGER LANDING (TOP) SKIRT WALL DETAIL' MISC.DETAILS
STRINGER LANDIN
STRINGER DETAIL FLOOR 3 SCALE: 1 1/2"=V-0" 2 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"�V-0" AD-5
SCALE: 1 1/2"=V-0" J
vo