HomeMy WebLinkAbout37844-37840 Pairie Rose Lpw
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MEAN ROOF HEIGHT
FRONT ELEVATION -UNIT 5
"RWA APPROVED PRODIICTS LiSP
Parent Approval Manufacturer
Category
Subcate orb App/Seq # - Prodaet Model 0 or No Model Description
FL11321.1 Builders Hardware Inc.
Exterior Doors
Swm in Ext. Door Opaque Fiberglass Door - Entry Door
g g OPasI g
Swmin Ext. Door Assemblies - Op - ue Fiberglass Door Glazed Fiberglass -Door -
FL 15220.E
l Plastico, Inc.
Exterior Doors ___.
Clopay Building Products Company
Exterior Doors
Sectional Ext. Door Assemblies - -�M 1 1 P - --- ----- ----- -
Fixed ode 85 W Aluminum
-
FL15349-R1 MI Windows and Doors
--
Windows
FL3664-R3 Tamko Building Products
Roofing
Underlayments TW Underlayment Self -Adhering Rubberized
FL4968.1 Guardian Building Products - Ash l
- --
Panel Walls
Soffits - r_ 1.6"_Quad Four Q/4 _-_ Aluminum
_ FL9792-R5 Atlas Roofing Corporation
1
Asphalt Shingles StormMaster Shake - - Fiberglass Reinforced
-- - -- - --- - - --- --
Roofing
Structural Components
-
FL11473-R2 Simpson Strong -Tie Co. - -
Wood Connectors Anchors LSUU210 Adjustable Hanger
- - --- - Han
Wood Connectors Anchors ; HETA Embedded Truss Anchor
FL11473-R2
Simpson Strong -Tie Co.
Structural Components
FL11473-R2
j Simpson Strong -Tie Co.
P g
_
Wood Connectors Anchors - -
Wood Connectors Anchors META Embedded Truss Anchor
�I --
- -
Structural Components
P
--- _
_ Simpson Strong -Tie Co.
- --
Structural Components
p
Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
-
Wood Connectors Anchors Strap Ties
Wod Connectors Anchors LSTA12 Strap Ties
=1�00;nnectors Anchors H2.5 Truss Tie
DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
Strong -Tie Co._
1-- Structural Components
-'_Simpson
FL11473-R2
Simpson Strong -Tie Co.
Structural Components
Structural Components
--
_
FL11473-R2 Simpson Strong -Tie Co.
NO►T'E IW FLORIDA APPROVED WINDOWS
AND DOORS RATED FOR INDICATED
11111 -a 'I= OF THE 2010 ROMA R MMULMMMMCOM
MC 2ft% A AM 7-la.
1. IMNE A G H OF 2,000 PSI (UNIIMS NOTED OTHBRWIN) @ 28 DAYS.
2.1E O LL H!M A lam[ IMLD WREN131TH OF 40j= PSI IN ACCORDANCE WITH A91M A-613.
3. XWG, IF AM, MMLL WAINUAW C081E/ LOAD BEARDM INACCORDANCE TO ASTM C90
(W(J146,1044W ft
4. PROEM 8-11 BICH SLUMP 2,000 PSI AS PER ASIM C476.
S.140RW~ Awl SiAIF.L = TYlB * ASTM C270.
6. R11 ,SRNLL 11S A A1111111NEIND CORNERS BY HEPIDING THE BAR IN ACCORDANCE
AMA 4=11111141M 1840. H ( 9!�IIM BAR LAP SHALL BE 40 DIAMETER LEMWEM THE DOM
S1il LL iM 6 ! ALL CORN EI RS.
7. OR OTHER FRAMING WITH COMMI N NABS FOR GABLE
Y.NL
A. 4" 44 Al
H. 6" ARE. A1>1B191�11Lii�B.
L IF4�' AT 71M BASEF O WALL.
9. �i L 1.S TO BE #2 SOUTHERN YEI LOW PM (OR EQUAL
PER
18" BhC.
18. IArL 11Y4iiE A°1 i. �F - 2"!M" STUDS PLACED DIIM= UNDER THE GERDER AND DOUBLE
11 • 'F DRAB ® IN ACCORDANCE WITH THE LATEST TPI DS ON
i�� ram. IB D TO FURNISH ALL RBAi T11ONT LOADS FOR DEAD LOADS,
L WA Ai» � JAkADB. T6 SR0IM TRUSS LAY= AK DETAILS SI($M BY A FLORIDA
12. BT AND411111110K DOW , GMUM BOORS, CLADDENG ASID COMPONENTS ONENTS ARE SUBMITTED
Add TBtEINIICAL MATERIAL ICATI(M
13. A>WA AI _ Anti S1'1BAR WA[S Olt SUGAR WALL TTS WITH
R.
NlS R HAY AdRIIAR THE - S OF THE NATIONAL ETE
NMBNMmi�TP A18 NOT USED FOR. THE ENTIRE BUILDING, LENGTH OF
"hL
14. ALi, i.5 C imomLammamkON EACH SIDE OF ONEMING AND FILLED WITH GROVI.
T i 12 ON EACH SIIR O[F OFMINGi
15. ALL IN THE FIBID.
THE PRG1FB88;ONAL ETA OF RBCORD.
A. s 14611!!I /1404M 3 SRC. GRIST
8.11�e QilIY II
C. A18Ai�i8 B iFtL F O W vESWARD
Li111PARD f0.18
` 19. � 1�111I! A D1S57.
FIBERGLASS SHINGLES
T .
uu
FOUNDATION NOTES
VERIFY LOCATION OF BUZDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTM SLAB, LANDING AND
STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN' EXISTING SITE COKIIIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MM VAPOR BARRIER AND CLEAN, WELL COMPACTED, TIIItmm
TREATEDFILL.
2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR (UNLESS NOTED).
3. ALL THICK SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
AS MAYBE REQUIREDPERCODS).
4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #S REBAR EACH WAY "4LESS NNDTED�
5. ALL THICKENED D EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
6.THr, I SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" = -0 REBAR, CONTINUOUS.
7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TTE-BEAM.
S. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIREILMON OF ARROW).
9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOM FACE.
10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 U2" PAST BLOCS FACE.
INNIN
12. AIR OONDITIONER COMPRESSOR PAD SHALL BE 3XC4 X4wklffi 8 FROM WALL, TYPICAL OR AS PLANS. `,TiON DBSIGN.
13. ALL STOKE OR BRICK VINEER F007D GS TO BE 22" W X IV D W/ 345 REBARS CONTITNUOUS.
14. ALL FOOTING FOR 2 STORY TO BE 20" W X IV D W/ 345 REBAR CONTINUOUS.
15. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
( PLACE UPLIIF'T STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
16. TBICKElNED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL BE A MIN.
16" D X 16" W CONTINUOUS.
18. TERMITE SOIL PRO rEC1ION TO BE PROVIDED BY R-ERIID
WOOD NOTES
1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BEi Tffit THAN THOSE (EVEN BY THE SOUTHERN
PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE N0.2 (MINIMUM ALLOWABLE BEINDING STRESS-129OPSI FOR SEIRULE
MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600.00 PSI)
2. ALL LUMBER IN CONTACT' WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR, SUPPORTING WALL OR BEAMS
WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDTTIONT OF THE"NATIONAL DESIGN
SPECIFICATION FOR STRBSS43RADE LU MBW AND IT'S FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
S. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGNEIEt SEAL FOR APPROVAL.
DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTHIIZING THE CONNECTORS SYSTEM PROPOSED.
7. BRID(ENG FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SHOW ON
DRAWINGS.
8. ROOF DECKS SHALL BE 1/2" PLYWOOD OR OSB FOR F-ERGLASS SHINGLE ROOFS AND 518" PLYWOOD FOR CONCRETE OR CLAY
TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
PLY CLiPS AT UNSUPPORTED EDGES.
9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITEI NATIONAL DESIGN 3IPSCQFWATION FOR WOOD CONSTRUCTION" LATEST
ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
10. ROOF LIVE LOAD = 20 PSE ROOF DEAD LOAD � 20 PSF
11. GABLE ENDwALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONiTI UOUS FROM FLOOR TO ROOF DIAPHRAGAL
12
nr-t.,
4
WALL O.A.H.
I_n•
FIN. FLOOR
I
PLUMBING NOTES
1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
AND B3C[TIONS,
2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBIldG CODES AND LOCAL ORDINANCES.
3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
4. ALL WATER PIPING SHALL BY TYPE %" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
S. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA-C-203
OR EQUAL.
6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND MITCHEN' SINK INSTALLATIONS.
7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CE L 408 OR BELOW GRADE,
8. VERIFY ALL ROUGH IN REQUIRTiMffiVT3 WITH THE FIXTURES THAT ARE SELECTED.
9. COORDINATE ALL WORK WITH TRADES.
10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&r WAIVE TO EXTERIOR.
11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-NL VDM PLUMBING TAPE. , fi
12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE F
13.40 GALLON WATER HBATBR.
14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
IS. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACI.ITES 2.2E GPM
16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED
17. TEOMMAL EXPANSION PROTECTION IS REQUIRED WEE N THE WATER SERVICE IS EQUIPPED WITH A BACKPLOWN PREVENTION DEVX&E
r
18. ALL BACRFLOWN PREVENTION DEVICES ARE RBQUIRTID TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPART iT
BEFORE THE CERTIFICATE OF OCCUPANCY 3ISSUED. P
19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION ION SOURCE 13 18 ABLOVE THE FLOOR
lWCLUnM0 Br.Ec. MC WATM FMATFM-
GENERAL NOTES
1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITBS
HAVING JURISDIczIaN.
31T IS THE CONTRACTORS SOLE TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO DWRE THE SAFETY OF THE
BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT Ludnw TO THE ADDITION WHATEVER TEMPORARY
BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIEW AND SHALL CONFORM TO THE
ARCHITECTURAL DRAWINGS,
S. NAIL AND CLUB BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL.
6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY.
7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFCRt MUST HAVE LABELS ATTACHED LISTING
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE Bpi TESTED. LABELS MUST STAY ON UNIM
THE FINAL INSPECTION.
8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 IIiCHES ABOVE THE GROUND D TO ALLOW FOR FUIURB
TERNIM INSPECT'IONS. THE CONTRACTOR CAN PAINT THE BARB BAND OR APPLY A PL ASTffit LIKE FINISH LESS THAN SA INCH THICK
DIRECTLY TO THE FOUNDATION WALL.
9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BffiAW 60" OF THE STAKING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE
SAFETY GLAZED.
10. BATHROOM VENTILATION MUST BE MBCHNICALLY EXHAUSTED TO BUII.DM EXTRtIOR
11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF AT1IC ACCESS, IF THE AIR HANDIER UNIT IS IN THE ATTIC.
13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO AIffitT THE HOMB OWNER THAT THE CONDENSATION
DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER. UNTTIS IN THE ATTIC.
16. ALL MECHANICAL EQUIPMENT INCLUDING A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
LOCATION WIND LOADS.
MASONRY/CONCRETE NOTES
MASONRY NOTES:
1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM 090, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH
OF 1000 PSI.
2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A M UMUM COMPRESSIVE STRENGTH OF 25M PSI.
CONCRETE MOTES;
1. ALL CONCRETE SHALL HAVE A MIrIII1IUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
2. ALL REINFORCING STEEL TO BB NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEIP'T THAT
TIES MAY BE DOMESTIC STD CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO A 185.
4, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL 0PENINGS,SLEBVE3,ANCHOR BOLTSPSERTS,FM AS REQUIRED BY OTHER TRADES
BEFORE CONCRETE IS PLACED. NO SLLEEVVES,OPENINGS PR INEMT3 MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
ARCH[TEGT AND SHOWN ON SHOP DRAWINGS.
S. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETA11JNG REITP'ORC1ID CONCRETE STRU('fIJRBS,
ACI 315, UNLESS DETAILED OTHNIItW1SB ON STRUCTURAL DRAWINGS.
6. PROVIDE SPACERS,CIlAIItS,BOLTS,BTC. AS REQUIRED TO AND SUPPORT ALL REINFORCING IN PLACE.
7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 IlNCEIIES INTO -INCH FO011NGS
AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A MINIMUM OF 25 INCHES.
9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CON'PIIVUO03 FROM FLOOR TO ROOF DIAPHRAGM.
�t
C�
NOTES
W
R
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MEAN ROOF HEIGHT
on
i�
12
4F
FIBERGLASS SHINGLES
� Li C y �----------------------------- ---------------------------------- ---------- A ---------------------
All
29'-8'
12
41
24'-4'
110'-0'
12
4
ROOF O.A.H.
ROOF O.A.H.
I
I
00
1-4
12
2 1
D D
❑ El
11Efi
11E
9
11
Y.
0
----
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WALL O.A.H.
O
I
SEE
3
'-4'
c
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o
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00 I
4'-0` 3'-4'
-0'-4' ANMO
ASSUMED ELEV.
1
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o
1 1
I 1
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1
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L-----
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ASSUMED ELEV
SHEET NOTES
REF. DWG. S-2 FOR DETAILS
12' X 20" MONOLITHIC FOOTING W/ (2) #5 REBARS
O
16" X 16" MONOLITHIC FOOTING W/ (2) #5 REBARS
O
12' X 16' THICKEN EDGE W/ (2) #5 REBARS
O
12' X 16' THICKEN EDGE W/ (2) 05 REBAR
8' X 16' THICKEN EDGE W/ (2) #5 REBARS
O
30' X 30' X 12' PAD W/ (3) 15 BARS EACH WAY
#5 DOWEL NO AC STD. BEND 6' IN FTG.
O]
PROVIDE 25' PROJECTION ABV. F.F. FOR LAP.
GROUT CELLS SOLID.
4' CONIC. SLAB MIN. W/
COMPRESSIVE STRENGTH OF 3,000
P.S.I. AT 28 DAYS W/ 6X6 10/10
W.W.M. OR BARRIER ON CLEAN, WELL
COMPACTED FILL TREATED FOR
TERMITES. CUT 1' DEEP CONTROL
JOINT EVERY 25'-0' EACH WAY AS
REQUIRED.
J
'-0' L 11'-8' I, 12'
2'-0' 5'-4'
10 10
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ASSUMED ELEV.
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OD
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6
UNIT 5-1
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ot
ASSUMED ELEV.
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ASSUMED ELEV.
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71_A• S/_A•
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ASSUMED ELEV.
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11 WASHER DRYER i i■ i i i VERIFY LOCATION
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I
I
— — — — ------------------------
Do
1C4/�}M•
_A'
UNIT 5-4
co
I
0
dEE
4
14'-4'
-0'
25 S.H. 1/1
UNIT 5-1
•
UNIT 5-1
UNIT 5-2
UNIT 5-3
UNIT 5-4
3 BR AREA
2 BR AREA
2 BR AREA
3 BR AREA
1435 SF LIVING AREA:
1267 SF LIVING AREA:
1267 SF LIVING AREA:
1536 SF LIVING AREA:
GARAGE AREA:
1263 SIF GARAGE AREA:
263 SF GARAGE AREA:
276 SF GARAGE AREA:
115 SF LANAI AREA:
96 SF LANAI AREA:
96 SF LANAI AREA:
87 SF LANAI AREA:
43 SF ENTRY AREA:
43 SF ENTRY AREA:
43 SF ENTRY AREA:
22 SF ENTRY AREA:
T : 1 2 SF
UNIT TOTAL: 1669 SF
IT TOTAL: 1669 SF
JUNIT TOTAL: 1921 SF
-ill cr TMAI a Pe 1 wnra Rnnr-
16'-0'
2'-0
8'
25 S.H. 1/1
EGRESS
UNIT 5-
SCALE: 1/4' = 1'-01
iEE
6A
I
4'-6'
25 S.H. 1/1
EGRESS
25'-0'
UNIT 5-3
•
UNIT 5-1
UNIT 5-2
UNIT 5-3
UNIT 5-4
3 BR AREA
2 BR AREA
2 BR AREA
3 BR AREA
1435 SF
LIVING AREA:
1267 SF
LIVING AREA:
1267 SF
LIVING AREA:
1536
SF
LIVING AREA:
279 SE
GAIZAGE AREA:
263 SIF
GARAGE AREA:
263 SF
GARAGE AREA:
1 276
SF
GARAGE AREA:
115 SF
LANAI AREA:
96 SF
LANAI AREA:
96 SF
LANAI AREA:
87
SF
LANAI AREA:
43 SF
ENTRY AREA:
43 SF
ENTRY AREA:
43 SF
ENTRY AREA:
22
SF
ENTRY AREA:
T TAI
• 1 72 SF
LUNIT TOTAL: 1669 SF
T TOTAL: 1669 SF
UNIT TOTAL: 1921 SF
1,41 U,
TMAI A1717A
Ilkll)rR R()nr,•
4v
N
AE
30'-4',
UNIT 5-
SCALE: 1/4" -- l'-0"
1EE
6B
11"InNiFf1m. �
r
1
0
7NC
ig W
N
UNIT 5-1 UNIT 5— UNIT 5-3 UNIT 5-41
ELECTRICAL NOTES
1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE
ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE
UTILITY COMPANIES.
2. COORDINATE ALL WORK WITH ALL TRADES.
3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS.
4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE.
5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN
ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE
APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL
CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND
IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE
THAT PRODUCTION SERVE THE INTENDED FUNCTIONS.
6. ALL WE SHALL BE STD. P0 AND #12 AND SHALL BE ROMEX OR NM
CABLE TYPE B OR APPROVED EQUAL.
7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR.
8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI
(ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT.
ELECIRRIC UTILITY Co. —
TO
UTILITY COY ELECDTRIC
40 gR(UI M SURFAMOUNT
PANEL—i
200
AMP
C WITH 3-IdO THW AL
#4 CU. GROUN
TO COLD WATER LINE
5/8" X 8" GROUND LINE
( ASC0 CO. ATTACH TO FOOTER REBAR)
(BACK TO BACK SERVICE/OFFSET SIMILAR)
1200 AMP ELECTRICAL RISER
N.T.S.
0
S
Ln
N
Q
LS
Lq-
dEE
7
25"
REBAR- LAP DISTANCE
------------------------------------------- • •
- - 25 MIN. LAP 25 MIN. LAP
PRE -EN TRUSS 0 2'-0' O.C. (TYP.) i --- -- . -- - - .� --- - -- -
LINF OF LOAD PATH —. I
30 YR. DMNNAL SHINGLES ON
30lE FELT PAPER ON 5/8' O.S.B. ----, i
i i
� • ~ '
--------------- r-
---
L/ %ILL U LI vn 1 JL 1 J
OR PLYWOOD w . i i — — — i — — — REBAR.
12 z i i � i FOOTING
i i-----------------------------------
4� LO
- - --- =
.4
irk a; i � i - i �
CONT. ALUM. --*, • .
DRIP STRIP \ = _j ' C.M.U. WALL , � o � I I /
61 ALUM. m i i i I i (1) #5 DOWEL i I I i 1) #5 DOWEL
-�.,�' \ a
FACIA, R- 30 BLOWN INSULATION � � � ; I I I ; IN CORNER � ; I CORNER
1/2' CEILING BOARD W/
. - KNOCKDOWN CEILING
ALUMN. SOFFIT _-- �- - -
� 1-0 SMIPSON HETA20 i LL�v�
8' X 8' KNOCK -OUT BLOC( W/ #5
CONTINUOUS REBAR
NOTE: POURED LINTELS
WILL BE 3000 psi CONC. 8' X 8' PRECAST CONC. LINTEL
ABOVE WINDOW & DOOR OPENINGS
SINGLE HUNG ALUM. CONTINUITY OF FOOTING REMEDIAL REPAIR FOR DOWEL DETAIL
WINDOW (TYP.) & EDUND, WALL REIN. DETAIL H
ALL CONC. BLOCK w/ DOLLS PRECAST CONC. THIN THRU WALL SILL (I)S314, O R N E R CONTINUITY &WALL R E I N F- O R C M E N T 7 N.T.S.
TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3/4 - 1-0
BELOW GRADE = 1'-O'
MARBLE siu
CEME44TMOIJS FINISH 8' CONC. BLOC( WALL
&PCELLST. IN 1/2' GYP. WALL BOARD ON
� DOWEL TO MATCH 3/4' P.T. FURRING STRIPS W/
AFOIL R 4.2. FASTEN ROOF SHEAW W/ 8d NAILS Alf 6' O.G
VERTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ R-30 BLOWN/OATT INSULATION (MIN.) j 0 EDGES, It o.C. 0 FIELD 4' O.C. ALONG NAILER
W/25' MIiMWM LAP TI RIBERMESH OR 6x6-10/10 W.W.M. TOP PLATE
4'X4' INSPECTION PORT AT II REINF. AND VAPOR BARRIER 1 /2' GYP. WALL BOARD
EACH FILL CELL TYPICAL
k \ 1/2' GYP. WALL BOARD
00�-
_ qa —III= 2X4 STUDS @ 16' O.C. STANDARD 90' BEND
M I M I I-1 1 11 1—III—III—I
=III=I I=III I _ (2) 115 CONTINUOUS FOOTER I- -
N -1 I I-1 11=1 I F_=I 6 MIL VAPOR BARRIER NOTE. �j 2x6 NAILER BELOW SHEATHING � �
III— —III—III—III- NOT POINTREQUBLOCKING
LLOC KING ao FASTEN ALONG VALLEY W/ 10a NALS 0 4 O.0
11=III=III=1 I=III=1 III= —III=III=1
CLEAN, POISONED
AND COMPACTED Sal SECTION @ VALLEY SET ATTACHMENT
12" REBAR CHAIR IN FOOTING CAST-IRON AINTOMATIC
3' CLEAR. NAIL j1N NAILS 2X4 P.T. PLATE
NAIL O.C.�OR EQUAL) / 3/4 = 1-0
6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIRED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MF(R / BOB
OIL —a. — — — — — —a -- \
TYPICAL WALL SECTION
3/4' = 1'-0'
LINTEL RATINGS
LINTEL LENGTH
CLEAR SPAN
LINTEL plf
2'-10'
1'-6'
1700
3'-6'
2'-2'
1700
4'-0'
2'-8'
900
4'-6'
3'-2'
900
5'-4'
4'-0'
900
5'-10'
4'-6'
900
6'-6'
5'-2'
1200
7'-6'
61-2'
800
8'-4'
7'-0'
650
9'-4'
8'-0'
450
10'-6'
9'-2'
350
ll'-4'
10'-0'
450
12'-0'
10'-8'
400
12'-6'
11'-2'
350
13'-4'
12'-0'
350
14'-0'
12'-8'
350
14'-8'
13'-4'
350
17'-4'
16'-0'
470
19'-4'
18'-0'
500
EJY_,_ INTERIOR NON -BEARING WALL
3/4' = 1'-O'
24' MIN. LAP
4'-0n MIN. 4'-0" MIN.
5/8'I HOUR ARE RATED PLYWOOD SHEATHING VI —el HOUR FIRE RATED PLYWOOD SHEATHING
3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE
---- PRE-ENGINEERED TRUSSES 0 24' O.C. MAX.
;
25' MIN. LAP 01
FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C.
TWO 2 LAYERS OF 5/8' TYPE 'X' DRYWALL TYP. EACH SIDE
TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING
#5 REINFORCING BAR
#5 LAP SPLICE
R- 30 BLOWN OR BATTS INSULATION
20 BLOCKING '
112 CEILING BOARD W/
'
KNOCKDOWN CEILING
`'
10 PT
10'
I
,
1 8' X 8' KNOCK -OUT BLOCK W/ Nl5
I CONTINUOUS REBAR
R 2'
1 HOUR MASONRY WALL
Simpson Strong -Tie
#5 REINFORCING BAR
1 HOUR COMMON WALL
H E T A Z 0
REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5.
A.C.I. STD. 900 BEND
TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2.
DETAIL SHEET
5 INTERIOR FIRE COMMON -WALL SECTION
EAR LAP &BENDING DETAILS
�,11�2
= 1'-0'
13/4'
= 1'-0'
Ua
ait
c�
U
�
V
A
z
as
�
a
�
oW
a
�
W
a
�
q
30"
(4)115 COWT. EW.
0
110
4' CONC. SLAB 3000 psi w/
6x6-10 10 W.W.M.
REINF. VAPOR BARRIER
-I 11=1 11=1 '— 6 MIL VAPOR BARRIER
I`111itlliiitll
CLEAN, POISONED
AND COMPACTED SOIL
REBAR CHAIR IN FOOTING
3' CLEAR.
20 �, �,
.................. ......x.....1..2.. MONOLITHIC FDN.
314n =
LIM
(4)15 EW.
�1LJ5 VE T. IN 1 /2' GYP. WALL BOARD ON
CELLS �!5 DOWEL TO MATCH 3/4' P.T. FURRING STRIPS
VERTICAL REINFORCING
W/25' MINIMUM LAP 4' CONC. SLAB 2500 psi w/
6x6-10 10 W.W.M.
eW INSPECTION PORT AT REINF. D VAPOR BARRIER
EAW ALL CELL TYPICAL
eALa
--- --� - d �-_!•�a'-'r;—�- ate-- ---
—
I d t 1—I 1 I —I I I —I i I —
I -I I =1 I I -III -III- ,. I STANDARD 90• BEND I I
III=III=III=III=III _ (2) 15 CONTINUOUS FOOTER —
1=III-III=111�' - .. .g III -III -III -III -III
- - - II-III-III=III=III=
12"
`REBAR CHAIR IN FOOTING
3 CLEAR.
16" x 12" INTERIOR MONOLITHIC FDN:
CLEAN, POISONED
AND COMPACTED SOIL.
THICK CONC. SLAB
V 6X6-10/10 W.W.M.
N 6 MIL VAPOR BARRIER
!'�-ENGNEEM7
iR1155
EfA SiKPP
wi'•
+Y
_��/•��i ,. ��.. aJ.�—
,rs.+, �.:.
�'•'''`�
i•LJ'i
girt
�. i . — •!`•�,�
.�.J-y �„n.�
j
',,J=•i`
.. .
:`wtrir�.—.r..i,
..•. .. .'.. t:. .� :�•—
e_�.�i•.'7..`
p
�1 TWA
•—
'•� — .•I
•�'r—a0 •'4�
� srAvnart?,
NOOK,
ONE STORY MASONRY WALL LOAD PATH
3/4' = 1 '—O"
V��11CAI,
mINrOkcW%f
N GONOMn C�
aen�ar �Qtu�v �o�
CAzour uff y Fr, uN.1�55
FOOLING DOMI.I.15 NOf MQUIM
- MOTU
IN
P
THICK CONC. SLAB
V 6X6-10/10 W.W.M.
N 6 MIL VAPOR BARRIER
1
4
I
DETAIL SHEET
i
t
A
NOTE:
ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL C❑NNECTI❑NS TO BUILDING STRUCTURE
SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE,
3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5,
5 ft.
O
0
5 ft.
COMPONENTS AND
CLADDING
140
Ult - ROOF NET
UPLIFT SCHEDULE
ROOF
DEGREES
ZONE
MAIN ROOF (N❑MINAL)
EFFECTIVE WIND AREA
10 SQ. FT.
20 SQ. FT,
50 SQ. FT.
100 SQ. FT.
> 27 TO 45
O
+32.3/-35.3
PSF
+31.4/-33,5
PSF
+30.2/-31,1 PSF
+29.3/-29.3 PSF
> 27 TO 45
0
+32.3/-41.2
PSF
+31.4/-39.4
PSF
+30.2/-37,1 PSF
+29.3/-35,3 PSF
> 27 TO 45
3O
+32,3/-41,2
PSF
+31,4/-39.4
PSF
+30.2/-37.1 PSF
+29.3/-35.3 PSF
NOTE;
R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST
UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE,
3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3.
O2 4 ft.
0
4 ft. O2
4 ft. O2
0
O2 4 ft.
4 ft.
0
4 ft.
r 71 4 ft.
u
O O � 4 ft.
D'
4 ft. 4 ft4'
'O
5 ft. O ( 3) 5 ft. --
ROOF NAILING SCHEDULE
4 ft.O2
O
4 ft.'.
R803.2.3.1 SHEATHING FASTENING
WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED
TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6" O.C.
AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING.
RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM
DIMENSIONS:
1. 0.113 INCH SHANK DIAMETER.
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
3. 16 TO 20 RINGS PER INCH.
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5. 2 INCH NAIL LENGTH.
R905.2.7 UNDERLAYNIENT APPLICATION
FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS
HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT
COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869
TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE
FOLLOWING MANNER:
1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO
AND STARTING FROM THE EAVE AND LAPPED 2 INCHES.
2. END LAPS SHALL BE OFFSET BY 6 FEET.
3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE
OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER.
l",2A ASPHALT SHINGLES
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR
D3464.
ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND
SPEED.
R905.14 ASPHALT SHINGLE FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED,
STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS,
MINIMUM 12 gage SHANK WITH A MINIMUM 8 INCH DIAMETER
HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4
INCH INTO THE ROOF SHEATHING. WHERE THE ROOF
SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS
SLAA PENETRATE THROGH THE SHEATHING. FASTENERS
SHALL COMPLY WITH ASTM F 1667.
R"5.2.6 ASPHALT SHINGLE ATTACHMENT
ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS
REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR
FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE.
DETAIL SHEET