1227 VIOLET ST - FRONT PORCH DRAWINGS v
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PROPOSED FRONT ELEVATION
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PROPOSED RIGHT ELEVATION PROPOSED LEFT ELEVATION
SCALE: 1' = 1/4"
SCALE: 1' = 114"
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PROJECT #: 1227VIOLEi
DESIGNED: KCM
® ' oNitltoj* DRAWN: KCM
SCALE: AS-NOTED
NO ISSUED: 2/17/16
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REVISION: N/A
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GENERAL NOTES
1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA
BUILDING CODE, 5TH EDITION.
2. CODES USED: 2014 FLORIDA BUILDING CODE, 5TH EDITION, RESIDENTIAL AND EXISTING BUILDING
ADDITION, NDS, ACI, APA, ASCE-7 r
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2. ALL REPAIRS, ALTERATIONS, AND ADDITIONS SHOULD BE IN ACCORDANCE WITH THE PRESCRIPTIVE
COMPLIANCE METHOD (CHAPTER 4) OF THE 2014 FLORIDA BUILDING CODE, 5TH EDITION, EXISTING BUILDING. = I
3. DIMENSIONS PROVIDED ON PLANS ARE CONSIDERED APPROXIMATE. CONTRACTOR SHALL VERIFY ALL
______ 6X6 SYP PT POST, SEE FRAMING
DIMENSIONS IN FIELD BEFORE AND DURING CONSTRUCTION.
mm
_ _--_-- ____ __�m..µ.. _- PLAN
4. THE DETAILS PROVIDED FOR THIS PROJECT SHALL BE CONSIDERED TYPICAL AND FOR THIS PROJECT SIMPSON ABU66 TIEDOWN FOR POST TO
ONLY. THE PLANS AND DETAILS SHOWN FOR THIS PROJECT SHALL GOVERN CONSTRUCTION UNLESS NOTED - _ FOOTING CONNECTION. FILL ALL HOLES 7
OTHERWISE. ; PAVERS Z
zo WITH 16D NAILS. USE 1/2" THREADED ROD
5. SUBSURFACE SOIL INFORMATION WAS NOT PROVIDED AT THE TIME OF THIS DESIGN. FOUNDATIONS WERE 2 0 TIEDOWN W/ MIN 6 IN EMBEDMENT AND Q
DESIGNED ASSUMING AN ALLOWABLE BEARING CAPACITY OF 2,000PSF. CONTRACTOR SHOULD VERIFY ALL o SIMPSON EPDXY OR EQUIVALENT.
SUBSURFACE SOIL CONDITIONS INCLUDING GROUNDWATER LEVELS PRIOR TO CONSTRUCTION. N J- 4 Q
15'-102° o , a 2'X2' CONCRETE FOOTING W/ 3000PSI MINIMUM CONI
6. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICES, ARE PROPERTY OF THE ENGINEERING AND MAY NOT M a COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (D
BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT FROM THE ENGINEER.
6'-0,43-" A (2) - #5 BARS CONT. EACH WAY ON CHAIRS W
CONCRETEN 0 TE S24"SQUARE FOOTING, 3000PS1 MIN, (2)# W
5 R=BAR EACH WAY, TYP.
1 COMPACTED NATURAL SOIL OR IMPORTED Q
1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STENGTH OF 3000PSI AT 28 DAYS FOR S-1
SLABS AND FOOTINGS. PROVIDE 350OPSI AT 28 DAYS FOR CONCRETE BEAMS AND COLUMNS. FILL.
2. ALL SLABS SHOULD HAVE A MIN OF 6X6 WWM PLACED IN THE CENTER OF THE SLAB. THE USE OFPOSTFOOTING TYP. � U)
FIRBERMESH SHALL BE ALLOWED IN REPLACEMENT OF WWM. FOUNDATION PLAN I
SCALE: 1' = 114" J�/q _1
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3. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL WITH MINIMUM GRADE 60 AND W
IDENTIFIED IN ACCORDANCE WITH THE APPLICABLE ASTM STANDARDS UNLESS NOTED OTHERWISE. 0j W
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4. ALL STEEL REINFORCEMENT LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS e
® W
GREATER. CORNER REINFORCEMENT SHALL BE LAPPED A MIN. OF 25".. ® >
4. REINFORCEMENT SHALL HAVE A MIN. CONCRETE COVER OF 3" FOR CONCRETE PERMANENTLY EXPOSED
TO EARTH; 2" FOR CONCRETED EXPOSED TO EARTH AND WEATHER, 1.5" FOR CONCRETE NOT EXPOSED TO N Z
WEATHER OR EARTH.
5. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS (6" LAYERS FOR FOUNDATIONS) AND
COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. FASTEN (2)2x8 To EDGER BOARD
ry
ALL FILL MATERIALS SHALL BE CLEAN AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. W/SIMPSON HUS28 2 HANGER, FILL
ALL HOLES W/ 10d NAILS
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FRAMING NOTES-
2X8 LEDGER BOARD FASTEN TO EXISTING WALL FRAMING W/(2)SIMPSON SDS 25300 SCREWS AT
3 _
1. ALL FRAMING ANCHORS, TIES, STRAPS, ETC. SHOWN ON THE PLANS SHALL BE SIMPSON STRONG TIE 16°O.C.
PRODUCTS. OTHER PRODUCTS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER ALLOWABLE CAPACITIES ARE
ACHIEVED. CONTACT ENGINEER OF RECORD IF CAPACITIES ARE NOT ACHIEVABLE. CD
1? (2)2X8
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2. ALL WOOD MEMBERS EXPOSED TO CONCRETE, MASONRY WEATHER, OR EARTH SHALL BE PRESSURE (2)2X8 15'-102" s
TREATED LUMBER, ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. 2x8 NO.2 SYP. RIDGE BEAM FASTENED
(3)2X8 TO LEDGER BOARD W/SIMPSON HUS26.
3. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED M
2x4 NO.2 SYP. ROOF
OTHERWISE ON PLANS. M (2)2X8 FASTEN EACH 2X8 HEADER BEAM TO RAFTERS 16"O.C. FASTEN 2X4 RAFTER TO
: �___�W � __ _ ______ _.._. ____ _ LEDGER BOARD W/(4) 16d
PORCH POST W/SWDC15600
4. ALL HEADERS, BEAMS, AND PLATES SHALL BE No. 2 SYP. UNLESS NOTED OTHERWISE. TOE-NAILS.
,r 7'-3"
Lr4 SCREWS, TYP.
6X6 T NO. 2 SYP PORCH POSTS, TYP. 1. OSB FASTENED TO RAFTERS
5. ALL ROOF/CONVENTIONAL FRAMING SHALL BE CONSTRUCTED WITH No. 2 SYP. W/8d RING SHANK NAILS 6"ON 2x8 LEDGER BOARD FASTENED TO
EDGES, 12" IN FIELD EXISTING VERTICAL WALL
6. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEARWALL SEGMENTS. FRAMING (2) N SDS
25300 SCREE WS (22)) EVE16"O.C.
2X4 NO. 2 SYP COLLAR TIES
F R /� I� A I N G P /� N FASTENED AT EACH END W/(4) BEFORE CONSTRUCTION REINFORCE
STRUCTURALDESIGN CRITERIA /�M A 16d NAILS. EXISTING CANTALEVERED FLOOR JOISTS
SCALE: 1' 1/4" IN AREA SHOWN W/(3)ROWS F 10d
NAILS AT 2" O.C. STAGGERED.
2X4 NO. 2 SYP CIELING JOISTS
1. DESIGN LIVE AND DEAD LOADS: FASTENED TO RAFTERS W/(4)
FLOORS: LL = 40 PSF DL = 15 PSF 16d NAILES
5'-0° 0.4
STAIRS: LL = 40 PSF DL = 15 PSF
DECK: LL = 50 PSF DL = 15 PSF 2X4 RAFTERS FASTENED TO HEADER
ROOF: PER TRUSS MANUF. OR W/SIMPSON SWDC15600 SCREWS,
LL = 20 PSF DL = 15 PSF - SHINGLE TYP'
LL = 20 PSF DL = 25 PSF - TILE
(3)2X8 PORCH BEAM BEARING ON 6X6 POST. (�
FASTEN BEAM TOGETHER W/2 ROWS OF 16d NAILS M
2. WIND LOADING CONDTIONS (ASCE-7-10) 12°O.C. EACH SIDE ® Q
ULTIMATE WIND SPEED(3-SEC. GUSTS) 130 MPH s
BUILDING RISK CATEGORY III 6x6 PT NO. 2 PORCH POST
WIND IMPORTANCE CATEGORY 1.0 j i
2X6 VALLEY BEAM - F�
EXPOSURE CATEGORY C 2X8 LEDGER BOARD FASTEN TO EXISTING WALL
SEE FOUNDATION PLAN AND
BUILDING CATEGORY CLOSED
FRAMING W/(2)SIMPSON SDS 25300 SCREWS AT
DETAIL
16" O.C.
FASTEN RIDGE BEAM TO LEDGER _ __._ _ .:.:................._.___._.______ .___._._______„ _ _., . ._ __._ „___
3. COMPONENTS AND CLADDING BOARD W/SIMPSON HUS28 HANGER.
FILL ALL HOLES W/ 1 Od NAILS
SIZE END ZONE 5 INTERIOR ZONE 4
0-20 24.3 -32.5 24.3 -26.4 _._ _ ___ ___ ___
V
20-50 23.1 -30.4 23.1 -25.3 PORCH SECTION
FASTEN 2X4 RAFTER TO HEADER 2X6 HIP BEAM
50-100 21.8 -27.3 21.8 -23.6 BEAM W/SIMPSON SDWC15600 SCALE: 1' = 1/4"
SCREWS, TYP.
>100 17.5 -21.5 17.5 -22.6
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2X4 ROOF RAFTERS 2X4 ROOF RAFTERS
AT 16"O.C., TYP AT 16" O.C., TYP
2X8 RIDGE BEAM (2)2X4 SYP COLUMN FOR RIDGE
SUPPORT. FASTEN TO RIDGE BEAM AND
HEADER W/SIMPSO q MSTA12 STRAP.
PROJECT #: 720PROVENCE
DESIGNED: KCM
ROOF FRAMING PLANDRAWN: KCM
SCALE: 1' = 1/4" ;�'!��� Apj� ®0e® SCALE:
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AS
%* �r ISSUED: 2/17/16
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REVISION: N/A
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