HomeMy WebLinkAbout37742-37748 Prairie Rose LpFRONT ELEVATION -UNIT 5
FLORMA APPROVED PRODUCT'S LIST
Parent Approval Manufacturer
Category
Subcategory
App/Seq # Prodoct Modd # or Name
Model Description
FL11321.1 Builders Hardware, Inc.
Exterior Doors
Swinging Ext. Door
Opaque Fiberglass Door
Entry Door
FL15220.1 I Plastico, Inc.
-
Exterior Doors -
Swinging Ext. Door Assemblies
Opaque Fiberglass Door
'Glazed Fiberglass Door
-
FL15279-RI Clo a - Building Products Company_
Exterior Doors
Sectional Ext. Door Assemblies
FL15349-RI MI Windows and Doors
Windows
Fixed
Model 185PW
Aluminum
FL3664-R3 Tamko Building Products
Roofing
Underla ents
Ym
TW Underla ment
Y
Self -Adhering Rubberized
g
FL4968.1 Guardian Building Products - Ashley
- g _y
Panel Walls
Soffits -___-
16" Quad Four Q/4
Aluminum
FL9792-R5 Atlas Roofing Corporation
Roofing
JAsphalt Shingles
StormMaster Shake
Fiberglass Reinforced
FL11473-R2 Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors -
LSUU210
Adjustable Hanger
FL11473-R2 ! Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
HETA
Embedded Truss Anchor
FL11473-R2 Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
META
Embedded Truss Anchor
Simpson Strong -Tie Co.
- - -
Structural Components
-- .
Wood Connectors Anchors
Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
Strap Ties
FL11473-R2 • Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
LSTA 12
Strap Ties
FL11473-R2 Simpson Strong-Tiep Co.
-- -
Structural Components
- -
Wood Connectors Anchors
- _ _ .__
H2.5
Truss 'fie
NOTE MV- FLORIDA APPROVED WINDOWS A ND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SP'BCIFICATIONS.
G , RAL S' UCTU#L4L NOTES
TIMM PLANE MEET THE ArI I1H�>FJ OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE,
FBC 2010, & ASCE 7-10.
1. OpMMUE SHALL HAVE A MRGMIUM 6 8009AM M NTH OF 2,000 PSI (UNLESS NOTED O'I@ 28 DAYS.
2. STEEL SHALL HAVE A ll VRLD S9RffiUM OF 40,000 PSI IN ACCORDANCE WITH ASTM A-015.
3. CONC=MT MA MW UNITS, IF ANY, SKO&L BE-RAI;LOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90
OR, C145,1."%M MINWJM.
4. GROUT, IF ANY, SHIALL HAVE 3/8" MMENUM A061111111111MANK 8-11 INCH SLUMP 2,000 PSI AS PER ASTM C476.
5. MORTAR IF ANY, SMALL BE TYPE M- O*S•1N AJ r!' B ASIM C270.
6. THE OU PW FOUNDAINON•BAirS3 SHWA U BB MMEWA ABOUND CORNERS BY BEINDI NG THE BAR IN ACCORDANCE
WITH 2O23.4 OF THE SffM 10-99. IN HOW CAM 'PWN1I> =Md BAR LAP SHALL BE 40 DIAMETER LUG3WISE, THE BOND
BEAM •RRRENFMMdHNT SHALL BE G@NMWW AMOMM ALL CORNERS.
7. ATfOR OTHER FRAMING WITH COMMON NAILS FOR GABLE
D1FAPit�iB3
B. 6" OC. ALONOVE&D OF PL
8. PROM 0 4" X 4" CLBANN C11>E - FOlR AAL. I! CIIII:LS. AT THB BASE OF WALL.
9. ALL WOW LOAD WALLS TO BE #2 SOUTHERN YELLOW PM (OR EQUAL
(FB =1280,Pffi)* 16" O.C. UNII38a& �
10. ALL WOAD ( ,MikLL HAVE A-)iil1111W. OF (4) - 2"%r STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE
PLATES.
11. PRS MJkNUFACTUiAD ROOF TRUE TO BB•HH IN ACCORDANCE WITH THE LATEST TPI DESIGN
RAT( II111119TTS. THE TRUSS 10 TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
LIVE -LOADS AND WHt>B► LOADS. MACFUM To SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
12. HCMIOR FRONT AND BACK DOOM, WOMM, GMk&Q9 DOORS, CLADDING AND COMPONENTS ARE SUBMITTED
WITH THE "'TBCiERWAL MANUAL" FOR DWAL•LAMO N AM TECHNICAL MATERIAL SPBGLFICATTONS.
13. ALL 13XTBi IOR CONIMME BL OeK WAIM AM NOMM AS SHEAR WALS OR SHEAR WALL SBUMMUS WITH
DUR A WALL RED11111111ONGEMBISIT BAY C I MC A S PER T13B RBQIJIItB1bBdNTB OF THE NATIONAL CONCRETE
MASONRY INSTITUTE. IF DUR-A-WAU, IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF
ACTUAL SHLkR WALL WLL BB DBNNWiI�tE II ArNB.
14. ALL OPEGMS GRBATBIt THAN 5 NOT 76113N 031-1Y61WA G N EACH SIDE OF OPBNi M AND FILLED WITH GROUT.
OR ES GREATER THAN 12 AWL TO-EWV E 241164III M ON EACH SIDE OF OPENIM.
15. CONTRACIM TO VEPJ FY ALL DH� AND IN THE FIELD.
16. TO SM W2NLVff I& MWW BY THE PROFESSIONAL EN131NBER OF RECORD.
7.
A. BASIC WIND SFM =140 hfPH /108NIPH 3 8®C. GUST
B. RI8K CATEGMY II
C. APPLICABLE INTEItINAL PRH88URE WINDWARD
LEEWARD 10.18
KIN 0
19. SCIII, NOTED AS COMAACTED IS 95% Ate, ASTM D1557.
FOUNDATION NOTES
VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND
STEPS, AS GRADE RE uHM. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
TREATED FILL.
2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE, UPLIFT STRAPPING OR ANCHORS
AS MAY BE REQUIRED PER CODE).
4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED).
5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
&THIC KE NED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TI&BEAM
8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW).
9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLACK FACE.
10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLOCK FACE.
CONDITIONERlllilll
FOR REVIEW
12.AIR COMPRESSOR PAD SHALL BE 3C�D 8FROM WALL, TYPICAL OR AS PLANS. OF FOUNDATION DESIGN.
13. ALL. STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 REBARS CONTINUOUS.
14. ALL FOOTING FOR 2 STORY TO BE 20" W X 1W D W/ 345 REBAR CONTINUOUS.
15. ALL THICKENED SLAB (BELL FOOTIlNG) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
(PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
16. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CH NGB IN FLOOR ELEVATION SHALL BE A MEN.
16" D X 16" W CONTINUOUS.
18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERIMMCIDES.
WOOD NOTES
1. ALL FRAMING HERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN'
PINE INSPECTION BUREAU FOR SURFACED DUO SOUTHERN PING NO.2 (A4IlNIIVILJM ALLOWABLE MMR40 STRESS-129OPSI FOR SINGLE
bffivIBERB USES AND 1400 PSI FOR REPETITIVE DER USES. MODULES OF ELASTIQTY-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 EDITION OF THE'NATIONAL DESIGN
SPECIFICATION FOR STRESS -GRADE LUMBER" AND ITS FASTENERS AS RECOM041ENID1ID BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL.
DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
OF THE CONNECTOR CAPACTIY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTIIIZING THE CONNECTORS SYSTEM PROPOSED.
7. BRIDGING FOR PRE-ENGINEMED 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 FIBERGLASS SHINGLE ROOFS AND 519" PLYWOOD FOR CONCRETE OR CLAY
TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INT MMMIATE SUPPORTS. PROVIDE
PLY CLIPS AT UNSUPPORTED EDGES.
9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST
ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD a 20 PSF ,
11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGK
FIN. FLOOR
PLUMBING NOTES
1. PROVIDE PLUMBING FIXTURES, AS SELECTS BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
AND ESCUTCHEONS,
2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
5. 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 KITCHEN SINK INSTALLATIONS.
7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE.
8. VERIFY ALL ROUGH IN REQUIRMUO TS WITH THE FIXTURES THAT ARE SELECTED.
9. COORDINATE ALL WORK WITH TRADES.
10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR
11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE.
12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
13.40 GALLON WATER HEATER.
14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
�p O f � <37
`
15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACIIITES 2.2B GPM
t I I Y 2 7 3 9 7 1� -
16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
/ 7� 7-t '3 7'719(,
/ 7
17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACICFLOWN PREVENTION DEVICE.
3? 7
18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED.
19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR
INCLUDING ELECTRIC WATER HEATERS.
GENERAL NOTES
1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK
2. BUILDER WILL COMPLY WITH AIL•, BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES
HAVING JURISDICTION.
3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED 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 VERIFIED AND SHALL CONFORM TO THE
ARCHITECTURAL DRAWINGS,
5. NAIL AND GLUE 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 MFGR MUST HAVE LABELS ATTACHED LISTING
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
THE FINAL INSPECTION.
8. WALL SIDING, INCLUDING BRICK FACING, PAINTED ED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARB BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 518 INCH THICK
DIRECTLY TO THE FOUNDATION WALL.
9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA;ETC., SHALL BE
SAFETY GLAZED.
10. BATHROOM VENTILATION MUST BE MECENICAL.LY EXHAUSTED TO BUILDING EXTERIOR
11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6'-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN THE ATTIC.
13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS 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 C90, TYPE NI, WITH A M N1RlMUM COMPRESSIVE STRENGTH
OF 1000 PSL
2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 25W PSL
CONCRETE NOTES;
1. ALL CONCRETE SHALL HAVE A NIINMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEPT THAT
TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO A 185.
4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,AINCHOR BOLTSINSERI S,BTC. AS REQUIRED BY OTHER TRADES
BEFORE CONCRETE IS PLACED. NO SLEEVBS,OPENINGS PR ENBSERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
ARCHITECT AND SHOWN ON SHOP DRAWINGS.
5. ALL REINFORCING DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE, STRUCTURES,
ACI 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACB 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 INCHES DUO -INCH FOOTINGS
AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEIIJ NGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGK
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PLAN EXAM N. J '�
AL WORK SHALL COMPLY WITH
PR VAILING CODES
FL(RIDA BUILDING CODE,
NA ZONAL
CI ELECTRIC COD
OF ZEPHYRH+LAB �;ES
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_-........._.. _ _..._....... __..._...__ _ _._ - 4_
UNIT 5-11
ASSUMED ELEV.
II
II II
II II
11 II
II II
II II
II II
II II
II II
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UNIT 5-1
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UNIT 5-2
3 BR AREA
2 BR AREA
1435 SF LIVING AREA:
1267 SF LIVING AREA:
1267 SF
279 SF GARAGE AREA:
263 SF GARAGE AREA:
263 SF
115 SF LANAI AREA:
96 SF LANAI AREA:
96 SF
43 SF ENTRY AREA:
43 SF EN Y AREA:
43 SF
UNIT TOTAL: 1872 SF
UNIT TOTAL: 1669 SF
U IT TO
'-0• 2'-0
—'25 S.H. 1 /1 — -'
UNIT 5-1
UNIT 5-3 UNIT 5-4
2 BR AREA 3 BR AREA
LIVING AREA: 1536 SF LIVING AREA:
GARAGE AREA: 276 SE GARAGE AREA:
LANAI AREA: 87 SF LANAI AREA:
ENTRY AREA: 22 SF ENTRY AREA:
AL: 1669 SF UNIT TOTAL: 1921 SF
UNIT 5-
25 S.H. 1/1
EGRESS
4'-6•
dEE
6A
SCALE: 1/4" = 1'-0"
I II I It _ ---1 _L '.:. .-1 ' 1
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UNIT 5-
SCALE: 1/4" = 1'-0"
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EGRESS 25 S.H. 1/1 GFl WP EGRESS EGRESS R.GFl w' EGRESS �� � EGRESS
PRECAST LINTEL PRECAST LINTEL PRECAST LINTEL PRECAST LINTEL
AFIV ARW AAqP AFl V AAqP ARP
-----
An AFl I
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PRECAST LINTEL PRECAST UNTEL PRECAST UNTEL
A;� _10�6 (:::�>
UNIT 5-1 UNIT 5— UNIT 5-3 UNIT 5-4
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 WIRE SHALL BE STD. #10 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.
40OCIRCUIT SIURFACE MOUNT
PANEL
ELECTRIcAUTILITY CO.
O AMP
�4 cIiMGRC�IN�O THW AL
TO uTur�CocTRlc
TO COLD WATER LINE
5 8' X 8" GROUND LINE
( ASCO CO. ATTACH TO FOOTER REBAR)
(BACK TO BACK SERVICE/OFFSET SIMILAR)
1 200 _AMP ELECTRICAL RISER
N.T.S.
dEE
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I I � III I C I I�• I
25"
REBAR LAP DISTANCE
----!
25 MIN. LAP 25w MIN. LAP
PRE-ENGINEERED TRUSS 02'-0" O.C. (TYP.)------
I
I INF OF I OAD PATH--
30 YR. DIMENSIONAL SHINGLES ON
i
301 FELT PAPER ON 5/8 O.S.B. ----
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OR PLYWOOD / REBAR. FOOTING
12 z i
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CONT. ALUM.........., � ,; N Q i � � � � R a
DRIP STRIP \ C.M.U. WALL41
i
6" ALUM ........... ,.
I (1) #5 DOWEL i I i (1)5 DOWEL a J
FACIA Mi i I I IN CORNER I ' IN CORNER
R 30 BLOWN INSULATION
�--1 2' CEILING BOARD W/
-� ' i I I i
KNOCKDOWN CEILING
ALUMN. SOFFIT ----�
SIMPSON HETA20
\-8" X 8" KNOCK -OUT BLOCK 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 EMEDIAL REPAIR FIR DOWEL DETAIL
WINDOW (TYP.) o & FUND, WALL REIN, DETAIL GYNTS,
ALL CONC. BLOCK w/ DOWELS --PRECAST CONC. THIN THRU WALL SILL I C R N E R C N T I N U I T Y& WALL R E I N F O R C M E N T 7 ,_,,
TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) � 3/4 - 1 -0
BELOW GRADE CD3/4' = 1'-0,
MARBLE SILL
o/
CEMENTTTTOUS FINISH .............
CONC. BLOCK WALL
1 —1/2M GYP. WALL BOARD ON
CELLS 3/4 P.T. FURRING STRIPS W/
#5 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ Bd NAILS 0 6' D.C.
VERTICAL REINFORCING " 0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER
W/25" MINIMUM LAP I"""- 4 CONIC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.)
" " T ABERMESH OR 6x6-10/10 W.W.M. TOP PLATE --' f 1 /2" GYP. WALL BOARD
4 X4 INSPECTION PORT AT I REINF. AND VAPOR BARRIER
EACH ALL CELL TYPICAL ��
_ti _._._ _.1/2" GYP. WALL BOARD
00 _
�— ✓'' - 2X4 STUDS 016" O.C.STANDARD 90' BEN
_(2) #5 CONTINUOUS FOO-
�j 2x6 NAILER BELOW SHEATHING MIL VAPOR BARRIER NOTE;
N 1T�=1' i I �-I _� III _III=III=III= NOT REQUIBLOCKING � FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. ENGR. TRUSS
�— CLEAN, POISONED
AND COMPACTED SOIL.
SECTION @ VALLEY -SET ATTACHMENT
12 REBAR CHAIR IN FOOTING CAST-IRON ALIT Al1C --ti -
3" CLEAR. NAIL ,GUN NAILS --- 2X4 P.T. PLATE " 3/4' = 1'-0"
NO
24 O.C..7OR EQUAL)
�- 6x6 10/10 W.W.M. NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER
d --
--.—'-.—a.'------.. — ---
TYPICAL WALL SECTION
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
11'-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
4 TYP INTERIOR NON -BEARING WALL
3/4' = 1'-0,
24" MIN. LAP
4'-0" MIN. 4'-0" MIN.
5/8" I HOUR ARE RATED PLYWOOD SHEATHING 5/8' 1 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 __ ___.__ __._._.....__.._..._.........._____---..---.---. 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
N.
#5 REINFORCING BAR
#5 LAP SPLICE R- 30 BLOWN OR BATTS INSULATION
20 BLOCKING - ZKDOWN
CEILING BOARD W/
CEILING
10 PT - r
` - 8" X 8" KNOCK -OUT BLOCK W/ 15
CONTINUOUS REBAR
R 2" -1 HOUR MASONRY WALL Simpson Strong -Tie
#5 REINFORCING BAR H E T A 2 0
--------•-• 1 HOUR COMMON WALL
REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5.
A. C.I. STD. 90° BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. DETAIL SHEET
REBAR LAP &BENDING DETAILS 5 INTERIOR FIRE COMMON -WALL SECTION
1 3/4' = 1'-0'
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