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����" I 1 1 DETAILNUMBER
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� 1 SECTION NUMBER
a-ox SHEET NUMBER SECTION MARKER
� ELEVATION NUMBER
• • a-ox SHEET NUMBER ELEVATION MARKER
� REFERENCE, DATUM OR
CONTROL POINT
1 REVISION NUMBER
REVISION CLOUD REVISIONS
B—� STRUCTURAL UNIT INDICATION(POST,BEAM...)
ITEM INDICATOR
— . L1 SHEAR PANELAT LOG OR FRAMED WALL
"I SHEAR INDICATOR
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� DESIGN CRITERIA:
M FIRST FLOOR LIVE LOAD 40 PSF
I FIRST FLOOR DEAD LOAD 10 PSF
SECOND FLOOR LIVE LOAD 30 PSF
4 I SECOND FLOOR DEAD LOAD 10 PSF
� ROOF DEAD LOAD 15 PSF
�
� GROUND SNOW LOAD 50 PSF
WIND LOAD 115 MPH,3 SEC.GUST
SEISMIC DESIGN CATEGORY B
WEATHERING-SERVERE,ZONE 15
� FROST LINE DEPTH 48"
TERMITE SLIGHT
� DECAY SLIGHT
� WINTER DESIGN TEMPERTURE 7635 DEGREE DAYS
ICE&WATER SHEILD 24"
I � AIR FREEZING INDEX 1688
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•• �� � REDBUD DESIGN
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_�._ .,_��� � ` LANDSCAPE ARCHITECTURE
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, �_ �' � �°' ��_ � •_ — • � WILTON, NY 12831
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—- --- =M_� ����-- DeVellis, Jim & Fox, Jennifer
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, � o . Saratoga Springs, NY 12866
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ARCHITECTURAL ABBREVIATIONS
A.B. ANCHOR BOLT O.C. ON CENTERS
B.A. BYAMENDMENT OPG (OPNG) OPENING
B.O. BY OWNER OPT OPTIONAL
BTWN BETWEEN O.S.B. ORIENTED STRAND BOARD
BSMT BASEMENT POLY POLYETHYLENE
CLG CEILING PREFAB PREFABRICATED
CL (CLO) CLOSET P.S.I. POUNDS PER SQUARE INCH
CMU CONCRETE MASONRY UNIT (BLOCK) P.S.F. POUNDS PER SQUARE FOOT
CONC CONCRETE R.B&B REVERSE BOARD AND BATTEN
DBL DOUBLE REBAR REINFORCING BAR
7 DN DOWN RET RETENTION
A-01 DF (D.FIR) DOUGLAS FIR SPF SPRUCE-PINE-FIR
�2'-91/2° 12,_9��2„ EA EACH SYP SOUTHERN YELLOW PINE
�2'-91/2° s�-o° 9'-9 1/2° s�-o° g'_g 1/2° HR HOUR STOR STORAGE
'° "�2" 23i4„ 2 i2„ L (LIN) LINEN TYP TYPICAL
, ,
s�-o° 9'-91/2° NOTE• 72' S„2°,�-,o° 5„2° ",,,,2° 5„2° 72' sv2° 2'-03/4" 23/4° s�-5° 23/4° sv2° �i LHC LOG HOME COUNCIL U.N.O UNLESS NOTED OTHERWISE
NOTE: DIMENSIONS ARE EDGE OF DECKING
DIMENSIONS ARE EDGE OF DECKING 1 1 DIMENSIONS ARE EDGE OF DECKING TO EDGE OF SUPPORT POSTS& LVL LAMINATED VENEER LUMBER W� WITH
OUTLINEOFDECKINGABOVE OUTLINEOFDECKINGABOVE MAX MAXIMUM W.W.M. WOVEN WIRE MESH.
TO EDGE OF DECKING TO FRAMING MEMBERS(NOT TO a OUTLINE OF DECKING ABOVE CENTERS OF SUPPORT POSTS
FASCIA BOARD(TYP) FASCIA MATERIAL) M = ° M I N M I N I M U M VA V I S UAL ALARM
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; ; _ M.O. MASONRY OPENING EL EMERGENCY LIGHTING
' � FA FIRE ALARM
� � ' 2x8 PRESSURE TREATED - _ �'` M '' ' ' ' M M
c° CUSTOM BUILT IPE BENCH � `° �n � � N� °i i i i i �' °' ES EXIT SIGN
M _ _ � ; M � BAND JOIST M � � ;� � ; ; HD HEAT DETECTOR
I N
I N I I I I
; = i� `i i SUPPORT BEAM ABOVE(TYP) i i
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� � _ - � � � � GENERAL INFORMATION:
� � � � �
� � � - - `° � � � �
1. DESIGN TO CONFORM TO THE LATEST EDITION OF THE
' FREE STANDING DECK ' � � _ � M M � � � � � � N - � IRC 2015 RESIDENTIAL BUILDING CODE
� w/IPE DECKING � � � � � � N 11 1/4"f � � 2'_ „ � � 8'-5" 11 1/4;' � `n � o
� � � � � � � � � �
A A A A A � � � � � � � A 2.CONTRACTOR SHALL FIELD VERIFYALL EXISTING
A-01 ; ; A-01 A-01 A-01 A-01 � � � � � � A-01 CONDITIONS PRIOR TO START OF CONSTRUCTION.
i i � � $�2„ 5�1/2^2�o �2�� i i5 1/2^ 7'-11 1/2^ 5 1/2^� � s 1/2^ SHOULD A DISCREPANCY EXIST, NOTIFY PROPERTY
, , OWNER IMMEDIATLEY.
� � 4 2x8 BLOCKING FOR POST ABOVE � � 12"CONCRETE PIER SHALL EXTEND _
� � � � �TO 16"x16"x8"THICK FOOTING SET �
6 � ' 6x6 POST FORTOWEL HOOKS ' � A-01 � � � BELOW FROST LEVEL(THIS "' � 3. IN ALL CASES, NOTED DIMENSIONS SHALL SUPERSEDE
A-01 � � � � � � � � LOCATION ONLY) N � SCALED DIMENSIONS.
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� � � � � ; c° M 4. REDBUD DEVELOPMENT INC. ASSUMES NO REPONSIBILIT
� � � � v ! 2x8#2 SYP P.T.DECK JOISTS � ' � FOR ANY CHANGES,ERRORS,OMISSIONS,OR DEVIATIONS
� s'-6 3/4^ 5 1/4^ � ; @ 16"O.C.(TYPICAL) s 1/2^ 2 3/4^ �-6"?3/41 1/2^ 8'-0 3/4^ 2 3/4^ s 1/2^ BY THE OWNER OR CONTRACTOR,EITHER INTENTIONAL
; ' ' ' ' ORACCIDENTIAL.
� � � � � � ��
� � _ � � _ � � -
i � i i i i 6x6 N0.2 P.T.BASE POST FASTENED TO �
� � � 2-PLY 2x8 P.T.DROPPED GIRDER : "v � � ' ' � ' ' -
� � ,n a , , i� , , 12"CONCRETE PIER WITH SIMPSON N � _ FOUNDATION:
� NOTCHED INTO EACH SIDE OF � � � � i i i i i� CBS66 OR APPROVED EQUAL. PIER � N � 1. FOUNDATIONS ARE DESIGNED FOR A 2000 POUNDS PER
; ; � TREATED POST BELOW;THROUGH � , � � � � SHALL EXTEND TO BELOW FROST LEVEL
' ' BOLT BEAM TO POST w/(2)1/2" ; i i i i� (TypICAL UNLESS NOTED OTHERWISE) '� SQUARE FOOT ALLOWABLE SOIL BEARING PRESSURE
i i � STAINLESS STEEL BOLTS,WASHERS ' i i i i UNLESS OTHERWISE NOTED.
� � � &NUTS(TYPICAL) � i i i �
� � ; v , � � � � v 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT28
; ; � N N DAYS TO BE 4000 psi. (5 STACKS OF CEMENT PER
; ; � _ _ CUBIC YARD,4"MAXIMUM SLUMP,3/4"MAXIMUM
' ' ' c° � � `° AGGREDATE SIZE.) N
-------------- �
� � "v � "v � "v
� � � 3. REINFORCING STEEL TO CONFORM TO A.S.T.M. GRADE 60 �j M
�,�z�� s,�z�� 7 2 A615-60. � ' ' ' "
3'-9 1/2" 9'-0" �° s vz°z�-o vz° ��-�o° s vz° �° 11 1/4" 2'-6" 4 1/4" 8'-0 3/4" 11 1/4" Q �k � � Z
12'-9 1/2^ 3'-9 1/2^ "�2�� 9�-0^ 3'-9 1/2^ 9�-0^ 4. HORIZONTAL OR VERTICAL REINFORCEMENT NOTED c~i� � � E N
12'-9 1/2^ 12'-9 1/2^ "CONTINUOUS"SHALL HAVEA MINIMUM SPLICE EQUAL Z � � o w
TO 30 BAR DIAMETERS IN CONCRETE. Q o o �,.� p �
a �, c
5 5. USE 4"CONCRETE SLAB WITH 6x6-#10/#10 W.W.M.OVER � � c ��
A-01 2"OF CLEAN DAMP SAND OVER 6 MIL VAPOR BARRIER � � �E 2
OVER 4"CRUSHED ROCK OVER COMPACTED SUBGRADE c c � �
AT LIVING SPACES. USE 4"CONCRETE SLAB SLAB WITH U U � �j
6 x 6-#10/#10 W.W.M. OVER 4"CRUSHED ROCK
COMPACTED SUBGRADE AT OTHER SLAB AREAS.
DECK LEVEL PLAN VI EW FRAM I NG LEVEL PLAN VI EW FOOTI NG LEVEL PLAN VI EW INSTALLSLAB REINFORCEMENTATCENTER LINE OF
CROSS SECTIONAL AREA OF SLAB-TYPICAL.
1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" 6. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE
FOUNDATION WITH 1/2"DIA.x 10"ANCHOR BOLTSAT6'O.C.
AND 1' FROM EACH END. BOLTS SHALL BE EMBEDDED 7"
INTO REINFORCED CONCRETE. THERE SHALL BE A
MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT
LOCATED WITHIN 12"OF EACH END OF EACH PIECE.
USE 2x2x3/16 FLAT CUT WASHERS.
7.ALL WOOD BEARING ON CONCRETE OR MASONRY OR
WITHIN 6"FROM THE GROUND SURFACE, SHALL BE
PRESSURE TREATED.
8. FINISH GRADE SHALL SLOPEAT2% MINIMUM AWAYFROM
ALL STRUCTURES FOR A MINIMUM OF 10 FEET.
9. MICROLLAM BEAMS SHALL BE ASSEMBLED PER THE
MANUFACTURERS STANDARD RECOMMENDATIONS.
CONSULT MANUFACTURER FOR NAILING AND BRACING
REQUUIREMENTS.
10.VERIFIED SOIL CLASSIFICATION SYSTEM SYMBOL: SW
WELL GRADED SAND. NOTIFY ENGINEER IFANY FILL OR
NON-NATIVE MATERIAL IS ENCOUNTERED OR IF SOIL
VARIES FROM DESCRIPTION.
11. SECOND FLOOR WINDOWS-WHERE TOP OF SILL IS
LESS THAN 24"ABOVE FLOOR-SHALL BE EQUIPPED
1�-2^ 1�-2^ 1�-2^ WITH A WINDOW CONTROL DEVICE SUCH DEVICE SHALL
LIMIT THE OPENING TO LESS THAN 4"THE CONTROL
DEVICE AFTER RELEASE-WITHOUT TOOLS-SHALL m
HOT TUB SET ON CONCRETE SLAB ON GRADE HOT TUB SET ON CONCRETE SLAB ON GRADE c° ALLOW THE WI NDOW TO FULLY OPEN p
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� FLOOR FRAMING: W
1. FLOOR SHEATHING: Z
3/4"STANDARD T&G, O.S.B.,APA#48/24 MIN.GLUE Z
AND NAILED TO FRAMING WITH 10d NAILS AT 6"O.C. w
EDGE NAILING(E.N.)AND 10"O.C. FIELD NAILING(F.N.)
UNLESS OTHERWISE NOTED.STAGGERALL END JOINTS
GARAG E S I D E E L EVAT I O N H OT T U B S I D E E L EVAT I O N STAI R S I D E E L EVAT I O N H O U S E S I D E E L EVAT I O N AND RUN PLYWOOD PERPENDICULAR TO THE DIRECTION
OF THE DIRECTION OF THE FRAMING. (NOTE:8d RING
4 SCALE: 3/8" = 1'-0" 5 SCALE: 3/8" = 1'-0" 6 SCALE: 3/8" = 1'-0" 7 SCALE: 3/8" = 1'-0" SHANKS ARE RECOMMENDED IN LIEU OF 10d NAILS)
NOTE:
ASACONDITION OFTHE FINAL RECEIPT OFACERTIFICATE
OF OCCUPANCYOR CERTIFICATE OF COMPLETION,A
STICKER DESIGNED&APPROVED BY THE BUILDING CODE
COUNCIL MUST BE AFFIXED TO THE EXTERIOR OF THE
ELECTRIC PAN BOX WHERE TRUSS TYPE, PRE-ENGINEERED
WOOD, OR TIMBER CONSTRUCTION IS BEING UTILIZED.
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SUPPORT BELOW DECK Z
CUSTOM BUILT IPE BENCH �
IPE DECKING V
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2x8 PRESSURE TREATED
� � BAND JOIST
- N
- 2x8#2 SYP P.T.DECK JOISTS
@ 16"O.C.(TYPICAL)
2-PLY 2x8 P.T.DROPPED GIRDER
NOTCHED INTO EACH SIDE OF
TREATEDPOST BELOW;THROUGH
_ BOLT BEAM TO POST w/(2)1/2"
� STAINLESS STEEL BOLTS,WASHERS
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&NUTS(TYPICAL) PROJECT INFO
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� 6x6 N0.2 P.T.BASE POST FASTENED TO W�./
` 12"CONCRETE PIER WITH SIMPSON ii
¢ CBS660RAPPROVEDEQUAL. PIER DeVellis, Jim & Fox, Jennifer =
SHALL EXTEND TO BELOW FROST LEVEL �
(TYPICAL ALL LOC) 40 Fifth Ave Z
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