HomeMy WebLinkAboutBuilding Plans2 2 1
STRUCTURAL_ NOTES S2 S2 S2
GENERALNOTES: --------------- --------=----_----------------------------------------_---------------------------------------
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-2017, WHIZ SECTIONS
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13, AISI SPECIFICATION FOR THE DESIGN OF
I _ ________ ____
_-____ _____ _
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COLD -FORMED STEEL STRUCTURAL MEMBERS 2013, ASCE 7-10 AND ABC SPECIFICATIONS r l I
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND COVERm PATIO (I COVERED PATIO I
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
M \v 12,
ST. Lucie County, Permitting.
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THE STRUCTURE IS DESIGNED TO 8E SELF SUPPORTING AND STABLE AFTER THE BUILDING -{ I - - --- _-- --- --- �-------- ----------------7
1 - r r--- __-_r..t-- �� �.I- f I r---�.�__ ' I I
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PRO- ' ( I I I
CEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS I �-------- -___1J __-.�___-__ _______________�_-��___��______ ____��____�_-_______________�
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, - I I I I I I I I
TEMPORARY BRACING, GUYS DR TIEDOWNS. i ; I I I I I I I I I I I
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREP- I ` (I ;
i II II II II
DINING KITCHEN REQIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 1
SCOPE OF WORK- L WS1 IDR WALLS: ; ` I I ( BATH i I I I BATH I I I ! %;
DESIGN LOADS: ROOF: LIVE LOAD 30 psf 1. REMOVE EXISTING DAMAGED EXTERIOR Tt-11 SHEATHING, TRIM, i ``.
DEAD LOAD 25 psf AND WALL INSULATION ON EXTERIOR FRAMED WALLS AS 3 i `� I I 1 I
REQUIRED AND FRONT BAY WINDOW. I ( ;' BEDROOM I
S1 Y. I I `� I I 51 % I I
2. RE -FRAME BTM. OF BAY WINDOW PER DETAILS, AS REQUIRED ; \ I I
WIND: DESIGN WIND SPEED = 170 mph (76.0 m/s) 3-SECOND GUST 3. INSTALL NEW WALL INSULATION, WATER RESISTANT BARRIER, ; \ I I
(ASCE 7-10 (FBC 2017) EXPOSURE C. RISK CATEGORY 11) T1-11 SHEATHING, AND TRIM BOARDS
WOOD 4. PAINT TO MATCH EXISTING I i a C ( L: 4
5. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. EXISTING 2x4 EXTERIOR FRAMED ' I I / V I
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS 6. NO CHANGES TO EXISTING MECHANICAL, ELECTRICAL, OR I
CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, KD-15, OR BETTER. Fb = 1100 PSI. PLUMBING SYSTEMS. WALLS. STUDS ®16" O.C. TYP, I I
ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. i DTI j r--"i S1
WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A I GARAGE
BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE WOOD FOR
(DOT). SCOPE OF �I,(�K- REAR PATIO:
STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION 1. TEMPORARILY SHORE FLAT ROOF RAFTERS i ` ' EXISTING 2x4 INTERIOR FRAMED
LEVELS OF 0.42 PCF OF DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE 2. REMOVE EXISTING DAMAGED EXTERIOR T1-11 SHEATHING, TRIM, I �% I I I i �_ _� ` WALLS, TYP. 1 I S I
HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER AND WOOD POSTS.THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. 3. INSTALL NEW POST BASE, P.T. POSTS, AND STRAPPING TO I %% I } LIVING _ I I
EXISTING FIAT ROOF BEAM I ,
4. INSTALL NEW WATER RESISTANT BARRIER, T1-11 SHEATHING,
EXCLUSIONS FROM THESE PLANS AND TRIM BOARDS
i BEDROOM
5. PAINT TO MATCH EXISTING �� i
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON-STRUCTURAL ITEMS ARE NOT PART OF i I 1 /' I I I I I I ( BEDROOM �4
THESE PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE SCOPE OF WORK- INTERIOR WALLS:
II II
ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. 1. REMOVE EXISTING DAMAGED GYPSUM BOARD FROM EXISTING j j / j j I ( ( ENTRY
FRAME WALLS (APPROXIMATELY 48 A.F.F.) AND BASE BOARDS.
2. INSTALL NEW GYPSUM BOARD AND BASE BOARDS
3. PAINT TO MATCH EXISTING
4, NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. i I I 1
5. NO CHANGES TO EXISTING MECHANICAL, ELECTRICAL -0R �[_ -J-_-- ---------��--- L------- Y — — — ----- --------�---- -- --
w y_ __________________ BAY WINDOW ----- ---___-_
PLUMBING SYSTEMS.
t
3 4 2
St St S7
REPAIR PLAN
SCALE: 1/4" = 1'-0"
EXISTING ROOF SHEATHING AND
SHINGLE SYSTEM
EXISTING ROOF TRUSSES
0 24" O.C.
EXISTING INSULATION
EXISTING SOFFIT BOARD
EXISTING 20 TOP PLATE
NEW P.T. 10 OR 1x6 TRIM, FASTEN W/ lod
HDG NAILS OR #10 x 2 J" HDG WOOD
SCREWS 0 12" O.C.
NEW I" Tt-11 EXTERIOR GRADE SHEATHING,
FASTEN TO STUDS W/ 10d HDG NAILS OR
#10 x 2 J" HDG WOOD SCREWS O 8" O.C.
PROVIDE TYVEKS MOISTURE BARRIER
BETWEEN STUDS AND SHEATHING. PAINT TO
MATCH EXISTING
EXISTING WINDOW ASSEMBLY
EXISTING BAY WINDOW BENCH FRAMING,
FASTEN TO NEW KNEE WALL W/ 10d HDG
NAILS OR #10 x 2 1" HDG WOOD SCREWS
9 6" O.C.
NEW 2x4 TOP. PLATE NAILED AND
CUPPED TO STUDS
NEW 20 KNEE WALL STUDS W 16" O.C.
W/ (2) 10d HDG TOE NAILS TO TOP AND
BTM. PLATE AND (1) SIMPSON
H4 CLIP
NEW P.T. 2x4 BTM. PLATE W/
J"x 3 j" ULTACONS 0 12" O.C. AND E.E
EXISTING FOUNDATION AND
SLAB ON GRADE
4 TYPICAL BAY WINDOW REPAIR
St SCALE: 1/4' = l'-0"
EXISTING ROOF SHEATHING AND
SHINGLE SYSTEM
EXISTING ROOF TRUSSES
O 24" O.C.
EXISTING INSULATION T
EXISTING DOUBLE 202 HEADER FRAMING
EXISTING SOFFIT BOARD
EXISTING 2x4 TOP PLATE
EXISTING 2x4 EXTERIOR FRAMED
WALLS, STUDS 0 16" O.C.
NEW 1"11-11 EXTERIOR GRADE SHEATHING,
FASTEN TO STUDS W/ 10d HDG NAILS OR
#10=x 2 j" HDG WOOD SCREWS 0 8" O.C.
PROVIDE TYVEKS MOISTURE BARRIER
BETWEEN STUDS AND SHEATHING. PAINT TO
MATCH EXISTING
NEW R-13 BATT INSULATION
NEW. P.T. 1x4 OR 14 TRIM, FASTEN W/ 10d
HDG NAILS OR #10 x 2 J" HDG WOOD
SCREWS 0 12" O.C.
EXISTING P.T. 2x4 BTM. PLATE
EXISTING J" GYPSUM WALL BOARD.
REMOVE ±48" FROM BASE AND REINSTALL
NEW j" GYPSUM BOARD W/ 1}" TYPE-5 a
DRYWALL SCREWS 0 10" O.C. ®'4 O °
EXISTING FOUNDATION AND „
SLAB ON GRADE
II III ". d
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3 PI.CAL EXTERIOR
S1SCALE. 1/4" = 1'-0"
I
EXISTING ROOF SHEATHING AN
SHINGLE SYSTE
EXISTING ROOF TRUSSE
W 24" 0.(
EXISTING INSULATIO
EXISTING SOFFIT BOAR
EXISTING 2x4 TOP PLAT
NEW P.T. 1x4 OR 14 TRIM, FASTEN W/ 1C
HDG NAILS OR #10 x 2 1" HDG WOO
SCREWS 0 12" 0.(
NEW R-13 BATT INSULATION
EXISTING WINDOW ASSEMBL
EXISTING 2x4 EXTERIOR FRAME
WALLS, STUDS 0 16" 0.(
NEW I• T1-11 EXTERIOR GRADE SHEATHIN(
FASTEN TO STUDS W/ 10d HOG NAILS 0
#10 x 2 J" HDG WOOD SCREWS 0 8" 0.(
PROVIDE TYVEKS MOISTURE BARRIE
BETWEEN STUDS AND SHEATHING. PAINT T
MATCH EXISTIN
EXISTING }" GYPSUM WALL BOARD.
REMOVE f48" FROM BASE AND REINSTALL
NEW I" GYPSUM BOARD W/ 1J" TYPE-S EXISTING P.T. 2x4 BTM. PLAT
DRYWALL SCREWS 0 10" O.C.
EXISTING FOUNDATION AN
SLAB ON GRAD
2 i
St SCALE: 1/4" _
EXISTING INSULATION
4
EXISTING ROOF TRUSSES
0 24" D.C.
EXISTING 2x4 TOP PLATE
EXISTING 2x4 INTERIOR FRAMED
WALLS
EXISTING J" GYPSUM WALL BOARD.
REMOVE ±48' FROM BASE AND REINSTALL
NEW J GYPSUM BOARD W/ 11' TYPE-S
DRYWALL SCREWS 0 10" O.C.
NEW R-13 BATT INSULATION
EXISTING I" GYPSUM WALL BOARD.
REMOVE ±48" FROM BASE AND REINSTALL
NEW J" GYPSUM BOARD W/ i;j" TYPE-S
DRYWALL SCREWS 0 10" O.C.
C1 h
EXISTING P.T. 2x4 BTM. PLATE
EXISTING SLAB ON GRADE
= 1
EXISTING I" GYPSUM
CEILING BOARD.
EWER FOR
:OMPLIANCE
ST. LUCIE COUNTY
BOCC
The use of these specifications and pans shoe
be restricted to the original crwrd and We for
which they were prepared. Anq reproduction or
distribution is expressly hmited to such use. Any
other reproduction, reuse, or diWasure by any
method, in whole or in port, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
INNOVATIVE ENGINEERING k DESIGN, LLC
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FILE NAME.
INN-HAVEN_6502 KENWOOD
SCALE .I/Qn-1 r�Oer
DATE 04/06/2020
RV'D. BY
S.D.L..
DRWN. BY
S. D. L.
REVISION
Elf
SEAL
SPENCER LEDGARD, PE FL 185249
SHEET # OFF
S1 � L
NEW J' T1-11 EXTERIOR GRADE SHEATHING,
FASTEN TO STUDS W/ 10d HDG NAILS OR
#10 x 2 J" HOG WOOD SCREWS 0 B" O.C.
PROVIDE TYVEKS MOISTURE BARRIER
BETWEEN STUDS AND SHEATHING. PAINT TO
MATCH EXISTING
EXISTING VERTICAL 2x6 STUDS ON FLAT
EXISTING 2x6 PATIO FLAT ROOF RAFTERS EXISTING DOUBLE 2x6 LEVEL RETURN
0 16' O.C. MEMBER
EXISTING PATIO SOFFIT FRAMING AND
SOFFIT BOARD
11
EXISTING PATIO HEADER BEAM.
EXISTING 2x4 EXTERIOR FRAMED
WALLS, STUDS 0 16" O.C.
NEW J" T1-11 EXTERIOR GRADE SHEATHING,
FASTEN TO STUDS W/ 10d HDG NAILS OR
#10 x 2 J" HDG WOOD SCREWS 0 8" O.C.
NEW r T1-11 EXTERIOR GRADE SHEATHING,
PROVIDE TYVEKS MOISTURE BARRIER
FASTEN TO STUDS W/ 10d HDG NAILS OR
BETWEEN STUDS AND SHEATHING. PAINT TO
#10 x 2 1" HDG WOOD SCREWS 0 8" O.C. _
MATCH EXISTING
PROVIDE TYVEKS MOISTURE BARRIER
NEW P.T. 1x4 OR 1x6 TRIM, FASTEN W/ tOd
BETWEEN STUDS AND SHEATHING. PAINT TO
MATCH EXISTING
HDG NAILS OR #10 x 2 J" HDG WOOD
SCREWS 0 12' O.C.
NEW P.T. 44 POSTS W/ SIMPSON CPT44Z
BASE TO CONCRETE SLAB. INSTALL W/ (2)
J"x 5' TITEN BOLTS, AND TO FASTEN TO
FASCIA BEAM W/ (2) SIMPSON H4 CLIPS,
AND (2) #12 x3" TOE SCREWS, TYP.
NEW P.T. 1x4 OR 1x6 TRIM, FASTEN W/ 10d
HDG NAILS OR #10 x 2 1' HDG WOOD
SCREWS 0 12" O.C.
as
EXISTING PATIO FOUNDATION AND SLAB ON
a a.
a a
GRADE. . ,A
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Y
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CONTRACTOR MOTE
PROVIDE TEMPORARY SHORING OF FLAT
ROOF RAFTERS DURING COLUMN REPAIR.
EXISTING 2x6 PATIO FLAT ROOF RAFTERS
0 16" O.C.
EXISTING PATIO SOFFIT FRAMING AND
SOFFIT BOARD
EXISTING PATIO HEADER BEAM.
NEW r T1-11 EXTERIOR GRADE SHEATHING,
FASTEN TO STUDS W/ 10d HDG NAILS OR
#10 x 2 J" HDG WOOD SCREWS 0 8' O.C.
PROVIDE TYVEKS MOISTURE BARRIER
BETWEEN STUDS AND SHEATHING. PAINT TO
MATCH EXISTING
NEW P.T. 1x4 OR 1x6 TRIM, FASTEN W/ 10d
HDG NAILS OR #10 x 2 }" HDG WOOD
SCREWS 0 12" O.C.
NEW P.T. 44 POSTS W/ SIMPSON CPT44Z
BASE TO CONCRETE SLAB. INSTALL W/ (2)
J"x 5" TITEN BOLTS, AND TO FASTEN TO
FASCIA BEAM W/ (2) SIMPSON H4 CLIPS,
AND (2) #12 x3" TOE SCREWS, TYP.
NEW P.T. 1x4 OR 1x6 TRIM, FASTEN W/ 10d
HDG NAILS OR #10 x 2 J" HDG WOOD
SCREWS 0 12" O.C.
EXISTING PATIO FOUNDATION AND SLAB ON
GRADE.
TYPICAL PATIO REPAIR SECTION
52 SCALE: 1/4' = 1'-0"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
512L 1 zv
The use of these specircutons and plans shall
be restricted to the aiginci dent and site for
which they were prepared. Any reproduction or
distribution is espr" lirMed to such uee. Any
other reproduction, reuse, or disclosure by any
method, in whole or in port, is prohiUxad. These
drawings and specifications contain proprietary
information and tale remains with
INNOVATNE ENGINEERING do DESIGN, LLC'
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FILE NAME.
INN_HAVEN_6502 KENWO,OD
SCALE 1 ✓/8n=1 1
-01
DATE 04/06/2020
RV'D. BY
S.D.L.
rRWN. BY
S.D.L.
REVISION
D.
SEAL
SPENCER LEDGARD, PE FL65249
SHEET # OF