HomeMy WebLinkAbout20-0303_Base_Permit Set_R3_no seal_04-23-2021STRUCTURAL-GENERAL NOTES
DESIGN CRITERIA AND LOADS:
1.WIND DESIGN:
WIND SPEED (MPH) V(ADJ)=132 V(ULT)=170
RISK CATEGORY II
EXPOSURE CATEGORY D
ENCLOSURE CLASSIFICATION (ROOF) OPEN
INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.00
TOPOGRAPHIC FACTOR KZT =1.0
2.DESIGN LIVE LOADS:
a.ROOF LIVE LOAD 20 PSF
3.DESIGN DEAD LOADS :
a.ROOF DEAD LOADS 17 PSF
4.THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF
RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD
IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON
THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/
ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD,
SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.
PROVIDE MARKED-UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW
EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR
TO INSTALLATION.
GENERAL REQUIREMENTS
1.PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS
AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL
NOTES.
2.THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA
BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS
ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
3.WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF
THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC
SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
ENTIRE STANDARD.
4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE
WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND
CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION
PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE
AND SECURE MANNER.
5.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION
AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF
OCCUPATIONAL SAFETY AND HEALTH).
6.THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND
EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK.
ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS.
7.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING
WITH THE WORK.
STRUCTURAL CERTIFICATION
1.I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL
PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION.
2.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND
CHAPTER 3 IN THE FBC-RESIDENTIAL.
TIMBER AND PRE-ENGINEERED WOOD TRUSSES
1.ALL LUMBER SHALL MEET THE STANDARD OF QUALITY AS STATED IN FBC 2303.
2.ALL PRESERVATIVE TREATED WOOD REQUIRED TO BE TREATED PER CODE OR DRAWINGS
SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN INSPECTION AGENCY WHICH HAS
BEEN APPROVED BY AN ACCREDITATION BODY WHICH COMPLIES WITH THE
REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD
PROGRAM, OR EQUIVALENT.
3.ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS
SPECIFICALLY INDICATED AS NET SIZE.
4.WOOD IN CONTACT WITH THE GROUND OR BELOW GROUND LEVEL SHALL BE NATURALLY
DURABLE OR PRESERVATIVE-TREATED WOOD.
5.WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD.
6.BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE
PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS
DOUBLED, PROVIDING NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE
BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO
THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION
OF STUD AS A CUT OR NOTCH.
7.ROOF PLYWOOD SHALL SPAN RATED STRUCTURAL SHEATHING, ATTACHED TO ROOF
FRAMING WITH GALVANIZED NAILS PER DRAWINGS. PROVIDE 1/8" SPACING AT PANEL
EDGES AND END JOINTS UNLESS OTHERWISE NOTED.
8.PROVIDE TRUSS ANCHORS AT ALL RAFTER/TRUSS TO BEARING CONNECTIONS. ALL
TRUSS TO TRUSS CONNECTORS AND TIE DOWNS ARE RESPONSIBILITY OF THE TRUSS
MANUFACTURER.
9.ALL WOOD TRUSS/RAFTER/BEAM TO MASONRY OR CONCRETE SHALL HAVE A MOISTURE
BARRIER.
10.CHECK SCHEDULE AND/OR SECTIONS FOR VARIATIONS IN STRAPS. PROVIDE MULTIPLE OR
SPECIFIC STRAPS AT TRUSS GIRDERS AND GABLE ENDS AS SHOWN ON PLANS.
11.ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE GALVANIZED OR
COATED WITH AN APPROVED MATERIAL. ALL NAILS SHALL BE COMMON WIRE NAILS
UNLESS NOTED OTHERWISE. SPACE NAILS IN STRAPS SO AS NOT TO SPLIT WOOD.
12.ALL STRUCTURAL ELEMENTS MUST BE S.P.F. GRADE 1, S. PINE GRADE 2 OR BETTER.
13.ALL WALL SHEATHING FOR EXTERIOR WALLS SHALL BE SPAN RATED STRUCTURAL,
INSTALLED WITH FACE GRAIN PARALLEL TO SUPPORTS. CONNECT TO SUPPORTS WITH
GALVANIZED NAILS PER THE DRAWINGS. PROVIDE 2X4 BLOCKING AT ALL HORIZONTAL
JOINTS. PROVIDE 1/8" SPACE AT PANEL EDGES AND END JOINTS UNLESS OTHERWISE
NOTED.
14.BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE
TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C.
EXISTING ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
S2
1
S2
3
23'-9"9'-7"23'-3"9'-1"23'-9"9'-7"23'-3"9'-1"S1
2
TYP.
TYP.
S2
4
BRACING PER DETAIL
S2
3
SIM.3'-6"3'-0"ELEVATION OF WEST PARAPET
SCALE: 1/2" = 1'-0"
6'-0"3'-0"3'-0"3'-0"3'-0"(E) ROOF(E) ROOF
SCOPE OF WORK:
1.PARAPET & RAILING TO BE ADDED PER PLAN.
2.BRACING FOR PARAPET TO BE ADDED PER SECTION.
3.ROOFING TO BE RE-ADDED PER DETAIL.
SECTION
SCALE: 3/4" = 1'-0"S1
3
(E) FINISH
(E) WALL
TO REMAIN
EXISTING 2x4
ROOF JOIST
EXISTING ROOFING
TO REMAIN
2x8 P.T. SYP. BETWEEN EA. BRACE
W/ (2) 12d'S TOE NAILED TO SILL
#12 x 6" WOOD SCREW DIAGONAL
INTO BOTTOM CHORD OF EA. TRUSS
2x4 P.T. SYP.
W/ (2) 8d's TO TRUSS
1
4" LAG SCREW @ 24" O.C.
H2.5A @ EA. TRUSS
2x6 P.T. SYP. CONT.
W/ (2) 8d @ EA. TRUSS
2x6 P.T. SYP. BLOCKING
W/ (2) 8d @ EA. TRUSS
2x8 P.T. SYP. @ EA. ROOF JOIST
PER EXISTING ROOF FRAMING PLAN
PROPOSED PARAPET
PER PLANS
MANSARD ROOF
ROOFING MEMBRANE TO BE
ADDED PER ROOFING CONTRACTOR
2x8 P.T. SYP. TOP PLATE
5
8" CDX PLYWOOD
W/ 10d @ 4" O.C. (TYP.)4'-0"2x4 P.T. SYP.
@ 16" O.C. FURRING
W/ (2) #12 @ EA. STUD
2x4 P.T. SYP. W/ 1
4" LAG SCREWS
TO STUDS & TRUSSES
(2) GA2 @ CENTER & (1) @ ENDS
2x8 @ 12" O.C. MAX W/ SP8 @ TOP
(SEE PARAPET SECTIONS ON SHEET S2)
2x4 P.T. SYP. W/ #10 x3"
SCREWS TO TRUSS
(5) #10 SCREWS
& (6) 12d's
SECTION
SCALE: 1/2" = 1'-0"S1
2 4'-0"4'-0"5'-2"4'-0"6'-7"4'-0"
DECORATIVE HANDRAIL
ROOF DECK
ELEV: 24'-0" +/-3'-6"2'-10"1'-3" O.C.,
TYP.
NOTE:
DECORATIVE HANDRAILS DO NOT HAVE TO MEET LIFE SAFETY REQUIREMENTS.
DECORATIVE HANDRAILS ARE DESIGNED AS A COMPONENT & CLADDING ELEMENT PER FLORIDA BUILDING CODE 2017.
9"
TYP.
EXISTING TRUSSES
(E) FINISH
SECTION
SCALE: 3/4" = 1'-0"S1
4
EXISTING ROOFING
TO REMAIN
2x8 P.T. SYP. BETWEEN EA. BRACE
W/ (2) 12d's TOE NAILED TO SILL
(E) WALL
TO REMAIN
PROPOSED PARAPET
PER PLANS
MANSARD ROOF
2x8 P.T. SYP. TOP PLATE
2x8 @ 12" O.C. MAX W/ SP8 @ TOP
(SEE PARAPET SECTIONS ON SHEET S2)4'-0"2x4 P.T. SYP.
@ 16" O.C. FURRING
W/ (2) #12 @ EA. STUD
#12 x 6" WOOD SCREW DIAGONAL INTO
BOTTOM CHORD OF EA. TRUSS
2x6 P.T. SYP. BRACE @ 12" O.C.
2x4 P.T. SYP. W/ 1
4" LAG SCREWS
TO STUDS & TRUSSES
2x4 P.T. SYP. W/ (2) 8d's TO STUD
& (2) 8d's TO TRUSS
H2.5A @ EA. TRUSS
2x8 P.T. SYP. @ EA. ROOF JOIST
PER EXISTING ROOF FRAMING PLAN
ROOFING MEMBRANE TO BE
ADDED PER ROOFING CONTRACTOR
5
8" CDX PLYWOOD
W/ 10d @ 4" O.C. (TYP.)
2x4 P.T. SYP. W/ #10 x3"
SCREWS TO TRUSS
(5) #10 SCREWS
& (6) 12d's
2x6 P.T. SYP. CONT.
W/ (2) 8d @ EA. TRUSS
2x6 P.T. SYP. BLOCKING
W/ (2) 8d @ EA. TRUSS
(2) GA2 @ CENTER & (1) @ ENDS
APPROX - APPROXIMATELY
BOTT - BOTTOM
COL - COLUMN
CONT - CONTINUOUS
DBL - DOUBLE
DIA - DIAMETER
DIM - DIMENSION
DN - DOWN
EA - EACH
ENGR - ENGINEER
EW - EACH WAY
EXIST, (E)- EXISTING
EXT - EXTERIOR
FBC - FLORIDA BUILDING CODE
FF - FINISH FLOOR
FND - FOUNDATION
FT - FEET/FOOT
FTG - FOOTING
ABBREVIATIONS
HORIZ - HORIZONTAL
IN - INCH/INCHES
MAX - MAXIMUM
MIN - MINIMUM
MPH - MILES PER HOUR
(N)- NEW
O.C. - ON CENTER
PSF - POUNDS PER SQUARE FOOT
PT - PRESSURE TREATED
REV - REVISION/REVISED
SIM - SIMILAR
SCHED - SCHEDULE
SYP.- SOUTHERN YELLOW PINE
T&B - TOP & BOTTOM
TYP.- TYPICAL
VERT - VERTICAL
W/- WITH
W/O - WITHOUT
1" BELOW
MASONRY/CONCRETE
FLOOR/ROOF FRAMING
(SEE STRUCTURAL)
NOTE: NUMBERS INDICATE
SEQUENCE OF INSTALLATION
2 FLOOR LINE CONTROL FLASHING W/ DRIP EDGE
EQUAL TO PLASTIC COMPONENTS INC. #2078-58
DRAINAGE PLANE OVERLAPS CONTROL BEAD
FLASHING AND MEMBRANE STRIP OVER WOOD
FRAME TO MASONRY INTERSECTION
5 TWO COAT STUCCO, FINISH THICKNESS OF 7
8" *
4
3
MOISTURE BARRIER DRAINAGE PLANE
W/ 2" FIELD LAP MIN., STAPLED IN PLACE W/
MIN. FASTENERS UNTIL WIRE LATH IS INSTALLED
SHEATHING PER SCHEDULE
2x WALL FRAMING
STUCCO DETAIL
SCALE: 3/4" = 1'-0"
* PROVIDE CONTROL JOINTS AT 144 SQUARE FEET MAXIMUM
#
HORIZ. APPLIED PAPERBACKED WIRE LATH W/
1" END LAP, 1
2" EDGE LAP. FASTEN W/
1 3
8" ROOFING NAILS TO STUDS @ 6" O.C.
AT ALL SUPPORTS
1
MEMBRANE STRIP COVERING WOOD FRAME TO
MASONRY INTERSECTION UNDER CONTROL BEAD,
FLASHING EQUAL TO PROTECTO WRAP BT20XL
9" WIDE TO EXTEND 2" BELOW THE CMU
(E) SIDING OVER MASONRY TO REMAIN
CONNECTION TO PARAPET DETAIL
SCALE: 3/4" = 1'-0"
BALUSTRADES RAILING SYSTEM
PROPOSED PARAPET WALL
PER SECTIONS 3/S1 & 4/S1 DECORATIVE HANDRAIL
(4) 1
4" x 5" LAG SCREWS TOE NAILED
INTO PROPOSED PARAPET WALL
(4) 1
4" x 5" LAG SCREWS TOE NAILED
INTO PROPOSED PARAPET WALL
(E) TRUSSES
@ 24" O.C.
NOTE: SHEATHING NOT SHOWN FOR CLARITY 3'-6"2'-10"NOTE:
DECORATIVE HANDRAILS
DO NOT HAVE TO MEET
LIFE SAFETY REQUIREMENTS.
DECORATIVE HANDRAILS ARE
DESIGNED AS A COMPONENT
& CLADDING ELEMENT PER
FLORIDA BUILDING CODE 2017.
SEE CONNECTION
TO HANDRAIL DETAIL
HANDRAIL DETAIL
SCALE: 3/4" = 1'-0"
CONNECTION TO DECORATIVE
STEEL PIPE
1/2" STD.
1/4" x 5" LAG SCREWS
TOE NAILED INTO
PROPOSED
PARAPET WALL
1/4" x 5" LAG SCREWS
TOE NAILED INTO
PROPOSED
PARAPET WALL
SHEET FLORIDAREVISIONSDATEDESIGNEDDRAWNDATECHECKEDDATE ISSUEDJOB NO.O:\DRAWINGS\2020\20-0303 Gutierrez Residence\4 - Drawings\20-0303_Base_Permit Set_R3.dwg 4/23/2021 3:49 PM APRILRIZZOTTI34567812OF
DATE :
RODOLFO VILLAMIZAR
FL. P.E.#61000
Rodolfo Villamizar, State of Florida
Professional Engineer, License No. 61000
This item has been digitally signed and sealed by
Rodolfo Villamizar, P.E. on the date adjacent to the
seal using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication code
must be verified on any electronic copies.
S1AND STRUCTURAL NOTESPERMIT SET20-0303FT. PIERCEGUTIERREZ RESIDENCE& DETAILSEXISTING ROOF PLAN,6009 SOUTH INDIAN RIVER DRIVERKAERSEPT 2020RV20-030320-03031 2
04-23-202110-30-2020PER BLDG. DEPT.01-28-20211
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2 PER BLDG. DEPT.03-09-20212 PER BLDG. DEPT.04-09-202133
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(E) ROOF (E) ROOF
2x4 P.T. SYP. #2 CONT.
2x8 P.T. SYP. TOP PLATE
2x8 P.T. SYP. #2
STUDS @ 12" O.C., TYP.
(E) TRUSS
TO REMAIN, TYP.
SMALL PARAPET SECTION
SCALE: 1/2" = 1'-0"S2
2
NORTH & SOUTH 4'-0"4'-0"
SP8 @ TOP
@ EA. STUD, TYP.
SP8 AS
SHOWN
WEST PARAPET SECTION
SCALE: 1/2" = 1'-0"S2
1
(E) ROOF(E) ROOF
2x8 P.T. SYP. #2
STUDS @ 12" O.C., TYP.
SP8 @ TOP @ EA. STUD, TYP.
H2.5A,
TYP.
2x8 P.T. SYP. #2
BRACING, TYP.
(E) TRUSS
TO REMAIN, TYP.
2x4 P.T. SYP #2 CONT.
(E) WALL
TO REMAIN, TYP.
2x8 P.T. SYP. TOP PLATE
2x4 P.T. SYP. #2 CONT.
2x8 P.T. SYP. TOP PLATE 2x8 P.T. SYP. TOP PLATE
2x4 P.T. SYP #2
BLOCKING, TYP.
6'-0"3'-0"3'-0"3'-0"3'-0" MAX.SP8 AS
SHOWN
(E) ROOF (E) ROOF
2x4 P.T. SYP #2 CONT.
2x4 P.T. SYP. #2 CONT.
2x8 P.T. SYP. TOP PLATE
2x4 P.T. SYP #2
BLOCKING, TYP.
(E) TRUSS
TO REMAIN, TYP.
2x8 P.T. SYP. #2
STUDS @ 12" O.C., TYP.
EAST PARAPET SECTION
SCALE: 1/2" = 1'-0"S2
34'-0"4'-0"
SP8 AS
SHOWN
SP8 @ TOP
@ EA. STUD, TYP.
SECTION
SCALE: 3/4" = 1'-0"S2
3
(E) FINISH
(E) WALL
TO REMAIN
EXISTING 2x4
ROOF JOIST
EXISTING ROOFING
TO REMAIN
2x8 P.T. SYP. BETWEEN EA. BRACE
W/ (2) 12d'S TOE NAILED TO SILL
#12 x 6" WOOD SCREW DIAGONAL
INTO BOTTOM CHORD OF EA. TRUSS
2x4 P.T. SYP.
W/ (2) 8d's TO TRUSS
1
4" LAG SCREW @ 24" O.C.
2x8 P.T. SYP. @ EA. ROOF JOIST
PER EXISTING ROOF FRAMING PLAN
PROPOSED PARAPET
PER PLANS
MANSARD ROOF
ROOFING MEMBRANE TO BE
ADDED PER ROOFING CONTRACTOR
2x8 P.T. SYP. TOP PLATE
5
8" CDX PLYWOOD
W/ 10d @ 4" O.C. (TYP.)6'-0"2x4 P.T. SYP.
@ 16" O.C. FURRING
W/ (2) #12 @ EA. STUD
2x4 P.T. SYP. W/ 1
4" LAG SCREWS
TO STUDS & TRUSSES
2x8 @ 12" O.C. MAX W/ SP8 @ TOP
(SEE PARAPET SECTIONS ON SHEET S2)
2x4 P.T. SYP. W/ #10 x3"
SCREWS TO TRUSS
(5) #10 SCREWS
& (6) 12d's
BRACE
PER DETAIL
(2) 8d's & (1) #10 SCREW
EXISTING TRUSSES
(E) FINISH
SECTION
SCALE: 3/4" = 1'-0"S2
4
EXISTING ROOFING
TO REMAIN
2x8 P.T. SYP. BETWEEN EA. BRACE
W/ (2) 12d's TOE NAILED TO SILL
(E) WALL
TO REMAIN
PROPOSED PARAPET
PER PLANS
MANSARD ROOF
2x8 P.T. SYP. TOP PLATE
2x8 @ 12" O.C. MAX W/ SP8 @ TOP
(SEE PARAPET SECTIONS ON SHEET S2)4'-0"2x4 P.T. SYP.
@ 16" O.C. FURRING
W/ (2) #12 @ EA. STUD
#12 x 6" WOOD SCREW DIAGONAL INTO
BOTTOM CHORD OF EA. TRUSS
2x6 P.T. SYP. BRACE @ 12" O.C.
2x4 P.T. SYP. W/ (2) 8d's TO STUD
& (2) 8d's TO TRUSS
H2.5A @ EA. TRUSS
ROOFING MEMBRANE TO BE
ADDED PER ROOFING CONTRACTOR
5
8" CDX PLYWOOD
W/ 10d @ 4" O.C. (TYP.)
2x4 P.T. SYP. W/ #10 x3"
SCREWS TO TRUSS
(5) #10 SCREWS
2x6 P.T. SYP. BLOCKING
W/ (2) 8d @ EA. TRUSS
2x6 P.T. SYP. BETWEEN
BRACES W/ (2) 8d
2x8 P.T. SYP. @ EA. LOCATION AS SHOWN
(2) GA2 @ CENTER & (1) @ ENDS
W/ (2) #9 SD TO BRACE & (2) #9 SD TO BLOCKING
(2) 8d's & (1) #10 SCREW
2x4 BLOCKING
W/ (2) 8d
@ EA. END
SECTION
SCALE: 3/4" = 1'-0"S2
3
(E) FINISH
(E) WALL
TO REMAIN
EXISTING 2x4
ROOF JOIST
EXISTING ROOFING
TO REMAIN
2x8 P.T. SYP. BETWEEN EA. BRACE
W/ (2) 12d'S TOE NAILED TO SILL
#12 x 6" WOOD SCREW DIAGONAL
INTO BOTTOM CHORD OF EA. TRUSS
2x4 P.T. SYP.
W/ (2) 8d's TO TRUSS
1
4" LAG SCREW @ 24" O.C.
H2.5A @ EA. TRUSS
2x6 P.T. SYP. BETWEEN
BRACES W/ (2) 8d
2x6 P.T. SYP. BLOCKING
W/ (2) 8d @ EA. TRUSS
2x8 P.T. SYP. @ EA. LOCATION AS SHOWN
PROPOSED PARAPET
PER PLANS
MANSARD ROOF
ROOFING MEMBRANE TO BE
ADDED PER ROOFING CONTRACTOR
2x8 P.T. SYP. TOP PLATE
5
8" CDX PLYWOOD
W/ 10d @ 4" O.C. (TYP.)4'-0"2x4 P.T. SYP.
@ 16" O.C. FURRING
W/ (2) #12 @ EA. STUD
2x4 P.T. SYP. W/ 1
4" LAG SCREWS
TO STUDS & TRUSSES
(2) GA2 @ CENTER & (1) @ ENDS
W/ (2) #9 SD TO BRACE & (2) #9 SD TO BLOCKING
2x8 @ 12" O.C. MAX W/ SP8 @ TOP
(SEE PARAPET SECTIONS ON SHEET S2)
2x4 P.T. SYP. W/ #10 x3"
SCREWS TO TRUSS
(5) #10 SCREWS
(2) 8d's & (1) #10 SCREW
2x8 FILLER W/ (5) #10 x 3"
SCREWS @ EA. MEMBER
ONLY FOR 6'-0" WALL
2x8 P.T. SYP. @ EA. ROOF JOIST
PER EXISTING ROOF FRAMING PLAN
2x6 P.T. SYP. BETWEEN
BRACES W/ (2) 8d
2x6 P.T. SYP. BLOCKING
W/ (2) 8d @ EA. TRUSS
GA2 ON EA. SIDE
W/ (2) #9 SD TO 2x8
& (2) #9 SD TO BLOCKING
DETAIL A
SCALE: 3/4" = 1'-0"
S2PARAPET SECTIONSPERMIT SET20-0303FT. PIERCEGUTIERREZ RESIDENCE6009 SOUTH INDIAN RIVER DRIVERKAERSEPT 2020RV20-030320-03032 2
SHEET FLORIDAREVISIONSDATEDESIGNEDDRAWNDATECHECKEDDATE ISSUEDJOB NO.O:\DRAWINGS\2020\20-0303 Gutierrez Residence\4 - Drawings\20-0303_Base_Permit Set_R3.dwg 4/23/2021 3:49 PM APRILRIZZOTTI34567812OF
DATE :
RODOLFO VILLAMIZAR
FL. P.E.#61000
Rodolfo Villamizar, State of Florida
Professional Engineer, License No. 61000
This item has been digitally signed and sealed by
Rodolfo Villamizar, P.E. on the date adjacent to the
seal using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication code
must be verified on any electronic copies.
04-23-202110-30-2020PER BLDG. DEPT.01-28-2021PER BLDG. DEPT.03-09-20213 PER BLDG. DEPT.04-09-20213 3
3