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DATE: 0'7-23-2019
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PRELIM I
12-04-2018
PRELIM 2
12-19-2018
PRELIM 3
0I -I5-2019
PRELIM 4
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GD 1
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03-18-2019
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04-05-2019
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06-04-2019
GD 6
07-25-2019
s�lEEr:
NO:
DRAWN 15Y: Wp
DATE: 0'7-23-2019
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DATE: 0-7-23-2Q1 a
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USE OF IMAGINE ARCHITECTURAL DESIGNS
INC. AND ARE NOT TO Be REPRODUCED
PRELIM 1
12-04-2018
PRELIM 2
12-141-2018
PRELIM 3
01-I5-20141
PRELIM 4
01-24-2019
GD 1
02-11-20141
GD 2
03-I5-20141
GD 3
03-20-20141
GD 4
04-05-2019
GD 5
06-04-2019
GD 6
01-23-20141
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DATE: 0-7-23-2Q1 a
THESE PLANS ARE FOR THE ExcUSIVE
USE OF IMAGINE ARCHITECTURAL DESIGNS
INC. AND ARE NOT TO Be REPRODUCED
DOOR HEADER
(RE: STRUCTURAL;
(RE: STRUCTURAL)
SHEATING ATTACH
STUDS
INSTALL 6" WIDE
SELF -ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME %4"
EXTEND SELF -ADHERING
MEMBRANE FLASHING 1" MIN
BEYOND JAMB FLASHING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
LINE OF DOOR
CUT HOUSEWRAP AT
45° ANGLE
INSTALL MTL DRIP
CAP HEAD FLASHING
STEP
4 CUT MTL
FLASHING &
FOLD FLANGE'.
DN
I
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EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAIL
APPROVED HOUSEWRAP O%
SHEATHING OVER WD STUD
WALL
LINE OF DOOR
OPENING
CUT HOUSEWRAP
STEP 1
FOLD HOUSEWRAP
AND AROUND JAMB:
%0 I I_ I Arm
FOLD HOUSEWRAP IN
AND AROUND JAMBS
AND HEAD
IF -Alm 9. . a.
STEP 3
MTL DRIP
CAP
- METAL DRIP CAP:
SLP MIN 150 �� civ 1. SEPARATE DISSIMILAR MATERIALS AS TO NOT
to 18° ' N GALVANIC REACTION
2. STEEL FLASHING SHALL BE (MINIMUM 24 GA) PA
FOLD DRIP i PREFINISHED, OR STAINLESS STEEL
-ANGE OVER ,`� VARIES 3. ALUMINUM FLASHING SHALL BE MINIMUM .040
PREFINISHED KYNAR COATED
INSTALL DOOR PLUMB,
LEVEL AND SQUARE PER
MANUFACTURERS
WRITTEN INSTRUCTIONS
SET THRESHOLD IN BEES -6F -
SEALANT
INSTALL 6" WIDE
SELF -ADHERING
MEMBRANE
FLASHING OVER
DRIP CAP NAILING
FLANGE
STEP
8
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INSTALL 6" WIDE
SELF-ADHERINING
MEMBRANE
FLASHING OVER
DRIP CAP CORNER
JOINT
SEE DOOR DETAILS FO
FINISH/TRIM DETAILS
INSTALL DOOR PLUf
LEVEL AIVD SQUARE
MANUFAiCTURERS
WRITTEN INSTRUCT
SET THRESHOLD IN
SEALANT
APPLY SEALANT AT
FRONT EDGE AND
INTERIOIIR EDGE OF
THRESHOLD
w I I_ I V
INSTALL 6" WIDE
SELF -ADHERING
FLASHING OVERLAPPING
DOOR FRAME 4"
EXTERIOR DOOR TAPING/FLASHINGTAPING/FLASHINGIN57ALLATION DETAILS - INSWING W/ COVERED OPENING
1;
1*1 9:4zi
INSTALL 6" WIDE
SELF -ADHERING FLASHING
OVERLAPPING DOOR
FRAME 4"
EXTEND SELF -ADHERING
FLASHING 1" MIN BEYOND
JAMB FLASHING
STEP 5
STEP 5
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DATE: CT -23-2019
THESE PLANS ARE FOR THE EXCLUSIVE
USE Of IMAGINE ARCHITECTURAL DESIGNS
INC. AND ARE NOT TO BE REPRODUCED
PRELIM 1
12-04-2018
PRELIM 2
12-11-2018
PRELIM 3
0I -I5-2011
PRELIM 4
0I-24-2019
GD 1
02-11-2011
GD 2
03-I5-2011
GD 3
03-20-2011
GD 4
04-05-2011
GD 5
06-04-2011
GD 6
017-25-2011
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DATE: CT -23-2019
THESE PLANS ARE FOR THE EXCLUSIVE
USE Of IMAGINE ARCHITECTURAL DESIGNS
INC. AND ARE NOT TO BE REPRODUCED
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PRELIM 1
12-04-2018
PRELIM 2
12-11-2018
PRELIM 5
01-15-20141
PRELIM 4
01-24-20141
GD 1
02-11-20141
GD 2
05-18-20141
GD 5
05-20-20141
GD 4
04-05-2011
GD 5
06-04-2011
GD 6
07-25-20141
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THESE PLANS ARE POR THE EXCLUSIVE
USE OF IMAGINE ARCHITECTURAL VESICAS
INC. AND ARE NOT TO BE REPRODUCED
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PRELIM I
12-04-2018
PRELIM 2
12-19-2018
PRELIM 3
0I-15-2019
PRELIM 4
01 -24-20141
GD 1
02 -II -2019
GD 2
03 -IS -2019
GD 3
05-20-2019
CO 4
04-05-2019
GD 5
06-04-2019
GD 6
0T-25-2019
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THESE PLANS ARE FOR THE EXCLUSIVE
USE OP IMAGINE ARCHITECTURAL DESIGNS
INC. AND ARE NOT TO Be REPRODUCED
GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUE=NCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. D. PLACE ALL OTHER RODS.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI.
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE: RATED NOT LESS THAN 3200 LBS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
ELECTRICAL WORK.
6" -TYPICAL WALLS, MONOLITHIC FOOTING LAITANCE, DUST, DIRT, AND OIL.
7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS 8" -MASONRY WALLS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING YEARS EXPEMANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A RIENCE NOTARIZED CERTIIFIICATIONIN THE VARIOUSPES FR MF THEE MARELATEDNU ACTU ERR ATRUIRED IN THIS
TESTING TO THE
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET.
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DO THE WORK.
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SHEATHING NOTES
CONCRETE NOTES 9. WHERE THREADED RODS ARE NOTABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING:
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND B0170M PLATES WITH (2) SPH. PLACE A 1/2"ai'
REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1• FOR STUCCO AND STONE: MIN OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
CONCRETE". VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO
10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2• FOR ALL OTHER VENEER: MIN 16' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL OF THE ROD WITH A 3" SQ WASHER AND NUT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,
CONFORM TO ASTM C33. 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
/� EDGES).
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONVENTIONAL FRAMING NOTES 3. FOR CURVED WALLS: TWO (2) LAYERS OF 21" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
EDGE AND 12 O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
TERMITE TREATED SOIL.
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR ROOF SHEATHING:
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 1. FOR SHINGLE AND METAL ROOF: MIN -s' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. FIELD.
4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3.
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H13 WITH (5) 8d NAILS INTO THE RAFTER CONDITIONS, BLOCK PANELS AT 12" O.C.
MECHANICAL TRADES BEFORE CONCRETE IS PLACED. AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING:
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH 4 16d NAILS. 1• MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR
GREATER. () FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH 12 8dX1-1/2" NAILS. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
9. CORNER REINFORCEMENT SHALL BE LAPPED 25"• ( ) MINIMUM THICKNESS.
a
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
9. FASTEN RIDGEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM(11) INTO STUD BELOW , FOR PORCH CEILING SHEATHING:
.
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH MASONRY NOTES
FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING
THE ENGINEER OF RECORD. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR
12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE.
EXCEED SIX (6) COURSES IN HEIGHT. ROOF RAFTER
2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE RIDGE BEAM STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II
FILLED.
--�-------- CEILING JOIST 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL
FRAMING NOTES CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD
AND HEAD JOINTS SHALL BE USED.
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
- - COLLAR TIE 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED LOAD TABLE COMPONENT AND CLADDING WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES.
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT ROOF:DESIGN PRESSURES 5• MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA
APPARENT. LIVE LOAD: 20.0 PSF LAP ON ALL SPLICES PROVIDE BAR
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL'BE PRESSURE TREATED. CEILING:
LIVE LOAD: 0.0 PSF
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. LIVE LOAD -STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF
7. DIMENSION LUMBER FLOOR:
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON DECK LIVE LOAD: 50.0 PSF
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD THE JOIST HANGERS
EFFECTIVE
AREA, SF
ENID ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
2:2.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
REINFORCING IN CELLS. SPACERS AS REQUIRED TO PROPERLY LOCATE
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY
CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND
CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN
PLACE UNTIL THE STRUCTURE IS COMPLETE.
7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND
SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM
A82, SPACED AT 16" O.C. VERTICAL MAX.
8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. WIND LOADS: CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: WIND SPEED: 130 MPH MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL
EXPOSURE: C STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION.
8d = 0.131"x 2-1/2" IMPORTANCE: 1.0
10d = 0.148" x 3" BUILDING CATEGORY: II 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN
12d = 0.148" x 3-1/4"
ENCLOSED BUILDING: INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY
INTERIOR PRESSURE UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS.
16d = 0.162" x 3-1/2" COEFFICIENT: 0.18
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE ROOF PITCH: MATCH EXISTING 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND
FOOTING DETAILS SHEET.
REINFORCEMENT.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
SHEET INDEX
EXTERIOR WALL STUD SPACING
COVER PAGE/GENERAL NOTES
S1.01
FOUNDATION PLAN AND DETAILS
S2.01
FIRST LEVEL FRAMING PLAN
S2.02
SECOND LEVEL FRAMING PLAN
S3.01
BRITTLE FINISH
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STUD SIZE AND GRADE
8 FT
9 FT 10 FT 11 FT
12 FT
8 FT
9 FT
10 FT
11 FT
12 FT
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12
STORY 2X4 N0.2 SPF
2X6 SPF STUD GRD OR NO.2
16
16 16 16
16
16
16
16
16
16
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
SHEET INDEX
S0.01
COVER PAGE/GENERAL NOTES
S1.01
FOUNDATION PLAN AND DETAILS
S2.01
FIRST LEVEL FRAMING PLAN
S2.02
SECOND LEVEL FRAMING PLAN
S3.01
FRAMING DETAILS
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DOUBLE RAFTERS
AND CEILING JOISTS
FOR TRAY SUPPORT
DOUBLE RAFTERS
AND CEILING JOISTS
FOR TRAY SUPPORT
fill I
liltJilI
I
ROOF FRAMED WITH:
• SEE SPAN TABLE ON THIS PAGE FOR RAFTER
AND JOIST SIZES AND SPACING.
• COMMON AND HIP RIDGE BEAMS ARE ONE
NOMINAL SIZE LARGER THAN THE RAFTERS,
UNLESS NOTED OTHERWISE:.
• SLEEPERS ARE ONE NOMINAL SIZE LARGER
THAN SUPPORTED RAFTERS.
• 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER.
SEE CONVENTIONAL FRAMING MOTES FOR
FASTENING SPECIFICATIONS,
SECOND LEVEL WALL PLAN
1/4" = 1'-0"
MSTR.
BATH
REMOVE EXISTING 2ND FLOOR
WALL TOP PLATE. INSTALL NEW
STUDS ADJACENT TO EXISTING
STUDS. FASTEN TOGETHER
' WITH 16d NAILS
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WALL TOP PLATE. INSTALL NEW
STUDS ADJACENT TO EXISTING
STUDS. FASTEN TOGETHER
WITH 16d NAILS
3ARAGE SECOND LEVEL WALL PLAN
GARAGE SECOND LEVEL ROOF PLAN
I/4"' = 1'-U"
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FRAMING NOTES AND LEGEND
m
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
F—FNUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2),2x6.2:1
I NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
PORCH/GLULAM BEAM
GRADE,
SYP
No.1
-
I
I_
16"
T_S3O1
1 -STORY THREADED ROD
24"
2 -STORY THREADED ROD
11'-3"
INDICATES GLAZING CLASSIFIED AS END ZONE.
---------------------------
------------------------------------
1
2x6
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
15'-6"
ZONE. SEE "COMPONENT AND CLADDING DESIGN
13'-11"
PRESSURES," ON COVER SHEET.
23"4"
20'-5"
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FRAMING NOTES AND LEGEND
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TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
F—FNUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2),2x6.2:1
I NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
ABBREVIATIONS:
ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH
SDWC15600 SCREWS.
LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER.
MIR MIRROR.
MSR MACHINE STRESS RATED LUMBER.
O.C. ON CENTER.
OSB ORIENTED STRAND BOARD.
SIM SIMILAR.
SPF SPRUCE PINE FIR.
SPH STRUCTURAL PANEL HEADER.
SYP SOUTHERN YELLOW PINE.
TYP TYPICAL.
LINO UNLESS NOTED OTHERWISE.
CANT CANTILEVER
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
O 2x NO.2 SYP LEDGER. MATCH JOIST SIZE PER PLAN.
C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
D WITH 10d NAILS AT 3" O.C.
OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHING
E SPECIFICATIONS.
CONVENTIONAL FRAMING - CEILING
PORCH/GLULAM BEAM
GRADE,
SYP
No.1
INTERIOR BEARING WALL
SPACING
16"
O
1 -STORY THREADED ROD
24"
2 -STORY THREADED ROD
11'-3"
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ
ALL OTHER GLAZING LOCATED ON EXTERIOR OF
2x6
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
15'-6"
ZONE. SEE "COMPONENT AND CLADDING DESIGN
13'-11"
PRESSURES," ON COVER SHEET.
ABBREVIATIONS:
ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH
SDWC15600 SCREWS.
LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER.
MIR MIRROR.
MSR MACHINE STRESS RATED LUMBER.
O.C. ON CENTER.
OSB ORIENTED STRAND BOARD.
SIM SIMILAR.
SPF SPRUCE PINE FIR.
SPH STRUCTURAL PANEL HEADER.
SYP SOUTHERN YELLOW PINE.
TYP TYPICAL.
LINO UNLESS NOTED OTHERWISE.
CANT CANTILEVER
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
O 2x NO.2 SYP LEDGER. MATCH JOIST SIZE PER PLAN.
C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
D WITH 10d NAILS AT 3" O.C.
OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHING
E SPECIFICATIONS.
CONVENTIONAL FRAMING - CEILING
10 PSF LIVE LOAD, 5 PSF DEAD LOAD
1.00 DURATION FACTOR
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x4
11'-3"
9'-10"
10'-9"
9'-3"
2x6
17'-8"
15'-6"
16'-11"
13'-11"
2x8
23"4"
20'-5"
21'-7"
17'-7"
2x10
26'-0"
23'-11"
25'-7"
20'-11"
CONVENTIONAL FRAMING - ROOF
20 PSF LIVE LOAD, 10 PSF DEAD LOAD
1.25 DURATION FACTOR
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x6
14'-1"
12'-3"
13'-5"
11'-0"
2x8
18'-6"
16-2"
17'-1"
13'-11"
2x10
23"-2"
18'-11"
20'-3"
16-6"
2x12
26-0"
22'-6"
23'-10"
19'-6"
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Sheet
S2.02
AT ROOF
AT FLOOR
AT FOUNDATION
SEE CONVENTIONAL FRAMING
NOTES FOR RAFTER TO TOP PLATE
FASTENING.
(2) 2x NO. 2 SYP TOP PLATE
8" ALL THREAD CONNECTORS. SEE
ALL -THREAD NOTES FOR
INSTALLATION SPECIFICATIONS,
SPACING AND EMBEDMENT.
k ALTERNATE HURRICANE TIE -DOWNS*
TOP PLATE TO STUD: SDWC15600
AT 32" O.C.
STUD TO BOTTOM PLATE:
SDWC15450 AT 32" O.C.
STUDS TO BEAM OR STUDS
BELOW WITH MSTA48 AT 32" O.C.
2X STUDS. SEE STUD TABLE FOR
SIZE AND SPACING.
2X No.2 SYP BOTTOM PLATE
FASTENED TO RIM BOARD WITH 10d
NAILS AT 12" O.C.
EXISTING FLOOR JOISTS TO REMAIN.
2X STUDS. SEE STUD TABLE FOR
SIZE AND SPACING.
2X NO. 2 SYP PT BOTTOM PLATE.
SEE FOUNDATION PLAN FOR
FOOTING SPECIFICATIONS.
TYPICAL WALL SECTION
1/2 = 11-01.
1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLO
SHEATHING SPECIFICATIONS.
2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O
STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP.
3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT
EACH SIDE OF BOTTOM PLATE SPLICES.
2'-0" RAFTER
OR
C.
ROOF SHEATHING. SEE WALL SECTIONS.
2x RAFTER. SEE CONVENTIONAL
FRAMING PLAN FOR SIZE AND SPACING.
2X OUTLOOKERS AT 24" O.C. FASTEN TO
RAFTER AND WALL WITH (3) 10d
TOE -NAILS.
(2) 2X NO. 2 PLATE. SEE WALL SECTIONS.
5 OUTLOOKER DETAIL
EDGE OF ALL THREAD WASHER MUST
BE WITHIN 3" OF THE HEADER KING
STUD, TYP BOTH SIDES OF OPENING.
TOP PLATE TO GARAGE HEADER
CONNECTION: SIMPSON SPH AT 24"
O.C. WITH (12) 10dX1-1/2" COMMONS.
TOP PLATE TO KING STUD
CONNECTION: (2) SIMPSON SPH WITH
(12) 10dX1-1/2" COMMONS AT EACH
END OF HEADER.
GARAGE DOOR HEADER. SEE
FRAMING PLANS FOR SIZE AND
PLIES.
CRIPPLES TO HEADER WITH MSTA24
WITH 10d NAILS IN ALL HOLES.
FASTEN ADJACENT STUDS W/ (2)
ROWS 10d COMMON NAILS @ 8" O.C.,
STAGGERED. FASTEN 7/16" OSB TO
EXTERIOR OF RETURNS & ABOVE
DOOR W/ 8d @ 3" O.C. ON EDGE, 12"
O.C. IN FIELD.
LTTI31 FOR GARAGE HEADER
CRIPPLES. ALL HOLES FILLED WITH
10d NAILS.
GARAGE SLAB
2 TYPICAL GARAGE OPENING DETAIL
3/4
WALL FRAMING. SEE 1/S3.0'I FOR
DETAILS..
6
'3—/
7ION AT TRAY
4
2'-0" RAFTER
EDGE OF ALL THREAD
WASHER MUST BE WITHIN 3"
OF THE HEADER KING STUD,
TYP BOTH SIDES OF
OPENING.
HEADERS OVER 6'-0" LONG:
INSTALL SPH AT 24" O.C.
FROM TOP PLATE TO
HEADER.
NO. 2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
KING STUDS & CRIPPLES: (6)
16d BETWEEN ADJACENT
KING STUDS AND CRIPPLES.
PLACE 1/2" ANCHOR BOLTS
PER THE TYPICAL WALL
SECTION.
FLOOR TRUSS SYSTEM BY
OTHERS.
3 TYPICAL HEADER FRAMING DETAIL
0
NOTES
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL
CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE.
DOUBLE 2X NO.2 SYP ROOF RAFTERS.
SEE TABLE FOR SIZE AND SPACING. SEE
CONVENTIONAL FRAMING NOTES FOR
FASTENING.
DOUBLE 2X NO.2 SYP CEILING JOISTS AT
TRAY HEIGHT. SEE TABLE FOR SIZE AND
SPACING. SEE CONVENTIONAL FRAMING
NOTES FOR FASTENING.
2X OUTLOOKERS AT 24" O.C. FASTEN TO
RAFTER AND WALL WITH (3) 10d
TOE -NAILS.
ROOF RAFTERS. SEE PLAN
(2) 2x4 NO. 2 SYP TOP PLATE FASTENED
WITH (2) ROWS 10d AT 16" O.C.
STAGGERED. MINIMUM 24" LAP WITH (12)
10d IN LAP.
KNEE WALL: 2X4 STUDS AT 16" O.C.
FASTEN TO TOP PLATE WITH (2) 10d
TOE -NAILS. FASTEN STUDS TO BEAM
WITH H3.
2X NO.2 SYP VAULTED CEILING
JOISTS. SEE TABLE FOR SIZE AND
SPACING. SEE CONVENTIONAL
FRAMING NOTES FOR FASTENING.
PORCH BEAM. SEE PLAN FOR SIZE
AND PLIES.
7 SEi�TION AT TRAY
2ND FLOOR WALL FRAMING.
SEE 1/S3.01.
EXISTING WALL FRAMING
EXISTING FLOOR TRUSSES
SECOND FLOOR STUD TO BEAM:
MSTA24 AT 32" O.C. WITH (26) 10d
NAILS.
NEW 14" LVL. SEE PLAN
9 SECTION ON BEAM
3/4" = 1'-0"
4 WALL FILL DETAIL
EXISTING ROOF RAFTERS
TO BE CUT AND REMOVED
BELOW CEILING JOIST.
8 SECTION AT ROOF
EXISTING TOP PLATE AND
WALL FRAMING.
EXISTING HEADER
FILL OPENINGS WITH 2X4
NO.2 SPF STUDS AT 16" O.C.
FASTEN TO
HEADER/FRAMING ABOVE
AND BOTTOM PLATE BELOW
WITH (4) 10d TOE -NAILS.
WHERE DOORS/WINDOWS
EXIST, USE 2X4 BUCK.
FASTEN EACH END WITH (4)
10d TOE -NAILS.
2X4 PT NO.2 SYP BOTTOM
PLATE. FASTEN TO FLOOR
FILL WITH (2) NEW
EXISTING FLOOR SYSTEM
NEW 2X NO.2 SYP ROOF RAFTERS.
SEE TABLE FOR SIZE. MATCH
EXISTING RAFTERS SPACING. SEE
CONVENTIONAL FRAMING NOTES
FOR FASTENING.
EXISTING RIDGE BEAM TO REMAIN.
EXISTING ROOF RAFTERS TO
REMAIN.
EXISTING ROOF RAFTERS. TOP OF
RAFTER ABOVE CEILING JOIST TO
REMAIN. FASTEN TO CEILING JOIST
WITH (4) 16d NAILS.
NEW CEILING JOISTS. SEE TABLE FOR
SIZE. MATCH EXISTING RAFTERS
SPACING. SEE CONVENTIONAL FRAMING
NOTES FOR FASTENING.
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