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THESE PLANS AND ALL PROPOSED WORK
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MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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'.APPROVED BY:
AUG 2 0
permiMn-Il Fl t
St. Lucie uu �
ENGINEERING SEAL:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET THE LOADING REQUIREMED:TS
OF THE 6th EDITION OF THE FLORIDA
BUILDING CODE(2017), RESIDENTIAL.
AND ASCE 7-10 FOR STRUCTURAL
ELEMENTS ONLY.
e/'�G1OLg
3ANET B. DUNLAP, P.E.
8530 U.S. HIGHWAY 1, SUITE 9
MICCO FL 3297E
PROFESSIONAL ENGINEER 4 62809
7ENCE L�'(iLS:.:
DRAWN BY sL�lT�s-
REVISED
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ENGINEERING SEAL:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET THE LOADING REQUIREMENTS
OF THE 60T EDITION OF THE FLORIDA
BUILDING CODE (2017), RESIDENTIAL
AND ASCE 7-10 FOR STRUCTURAL
FDOFI in St. Lucie Court
ELEMENTS ONLY.
Environmental Health S' I b
Site Plan Approved for Construction
Supersedes AN Previous Site Plans for _
OSTDS JANET B. OUN AP, P.E.
8530 U.S. HIGHWAY 1, E.HTE 9
-G MICCO FL 3t976
PROFESSIONAL ENGINEER N 62609
<v�w R�s<v�ivc� yeses
i llr�c:!1�4E:
SCALE: APPROVED BY: a, .1 4-ylyT
DATE:
DRAWN BY - -
DRAWING NUMBER
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DATE!
H,41Yi
APPROVED BY.
NGINEERING SEAL:
THLS STRUCTURE HAS BEEN DESIGNED
TO MEEFTHE LOADING REQUIREMENTS �
OF THE 6th EDIRON OF THE FLORIDA
BUILDING CODE (2017), RESIDENTIAL
AND ASCE. 7-10 FOR STRUCTURAL
ELEMENTS ONLY.
7ANET B. DUNLAS, P.E.
8530 U.S. HIGHWAY 1, SUITE 9
MI= FL 32976
PROFESSIONAL ENGINEER # 62809
14 .
BY
DRAWING NUMBER
StYEET 3of3
EXTERIOR WINDOW AND DOOR
OPENING SCHEDULE xx
ULTIMATE WIND SPEED = 160 (MPH)
NOMINAL WIND SPEED = 124 (MPH)
EXPOSURE = C
MARK
ROUGH
OPENING
ZONE
BUILDING
DESIGN PRESSURE
(P.S.F.)
PRODUCT
ESIGN PRESSURE
(P.S.F.)
FLORIDA APPROVAL
NUMBER(S)
Di
3080 DOOR W/1-12" SIDELT
4
+31.9
-33.9
+50
-50
FL15220.7
W1
(2) 34 SH
4
+31.9
-33.9
+50
-50
FL17234.1/FL5777
W2
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W3
22 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W4
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W5
34 SH
4
1 +33.5
-36.3
1
1+50
-50
FL17234.1
D2
2868 DOOR
4
+33.5
-36.3
+65
-65
FL15213.1
W6
23 SH
4
+33.5
-36.3
+50
-50
1 FL17234.1
W7
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W8
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W9
34 SH
5
1 +33.5
-44.8
1
1+50
-50
FL17234.1
W10
1/2 32 SH
4
+33.5
-36.3
+50
-50
FL17234.1
D3
3068 DOOR
4
+31.9
-33,9
+50
-50
FL15220.1
D4
12070 OHD
4
+29.4
-33.3
+36
-42
FL16107
W11
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W12
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W13
_
25 SH
4
1 +33.5
1 -36.3
+50
-50
FL17234.1
PRODUCT APPROVAL
PRODUCT
CATEGORY
SUBCATEGORY
APPROVAL
MANUFACTURER
MODEL
DESIGN PRESSURE
NUMBERS
NUMBER
(P.S.F.)
SHUTTERS
STORM PANELS
FL11964 Eastern Metal Supply
0.050" Bertha
kluminum Panel (2-inch
+40 -40
ROOFING PRODUCTS
METAL ROOFING
FL17678 Drexel Metals, Inc.
DMC 10ONS,
MC 15OSL, DMC 15OSS,
N/A -180
DMC 175S, DN
IC 200S, DMC 450,
DMC 5V & ON
C Corrugated
ROOFING PRODUCTS
UNDERLAYMENT
FL16048.1 TRI-BUILT Roof Underlayments
Self -adhering,
nodified bitumen
N/A -150
8" MIN. FLEXIBLE CONCRETE
WATERPROOF MEMBRANE ON EXTERIOR
OF OPENING & ENTIRE RETURN.
WINDOW BUCKS TO BE CAULKED TO
BLOCKOPENING& WINDOW INSTALLED
& SEALED PER MANUFACTURER'S
SPECIFICATIONS. SEALANT
TO COMPLY WITH AAMA 714
P TYPICAL MASONRY FENESTRATION FLASHING
SCALE: 1/2" = V-0"
ALUMINUM DRIP EDGE �^
I
2X FASCIA BOARD w/
(2) 16d NAILS EACH TRUSS
.026 ALUM. SOFFIT OR .044 VINYL SOFFIT 4" M ,
INSTALLED PER MFG. SPECIFICATIONS
ADD INTERMEDIATE 1X4 SUPPORT FOR -�
SOFFIT OVER 16" TO 24" MAX.
(USE 2X4 VERTICAL OR HORIZ.
SUPPORTS @ 24" O.C.)
2" X 4" P.T. W/1/4" X 3" TAP -CONS
@ 16" O.C. STAGGERED
P SOFFIT INSTALLATION
SCALE: 1/2" = V-0"
ENDWALL TRUSS
2x6 P.T
OI A
2" MINIMUM EDGE ® L
DISTANCE FOR
ANCHOR BOLT
2"
5-1/2" MIN 5 1/2"
EMBEDMENT FOR
ANCHOR BOLT
SECTION A -A
CONCRETE DRIVE �
N
a
8" MAX. FROM END 01 GOAL POST
TYP. EA. END
1/2" x 8" "J" ANCHOR BOLT W/ 1/8" x2"
WASHER AND NUT
`32" MAXIMUM SPAC NG
BETWEEN ANCHOR OLTS
2"xB" P.T. GOAL P(
CONCRETE FILLED
OF GARAGE DOOR
#5 REBAR
SLAB
TYP GARAGE DOOR BUCK INSTALLA
SCALE: 1/2" = V-0"
1X8 P.T. BUCK W/HILTI "DNI-37 P8" @ 8" D.C*
& MINIMUM 4" EACH END STAGGERED
TRUSSES @ 24" O.C. DOOR RATED FOR DESIGN PRESSURES
AS SPECIFIED ON FLOOR PLAN
EXTERIOR FINISH.
BLOCK WALL
EACH SIDE
ING W/(1)
N
#5 VERTICALS EEL IN POURED CELL
EACH SIDE OF OPENING
*OPTION TO US E 2X8 P.T. W/(2) 1/4" X 3"
TAP -CONS FASTENERS @ 24" O.C. &
•" "'' B" MAXIMUM EACH END (RECESS 1/4"
INTO 2X JAMB;)
INSTALL DOOR PER MANUFACTUR RS
DOOR FRAME w/ 3/16" x 3" TAP -CON SPECIFICATIONS. PRODUCT APPR VAL
FASTENERS PER MANUFACTURERS REQUIRED FOR DOOR &INSTALLA ION
RECOMMENDATIONS W/ MINIMUM
1-1/4" PENETRATION INTO BLOCK
DB DOOR BUCK DETAIL (MASONRY)
SCALE: 1/2" = P-0"
0
z
w
Co
C7
LINTEL SCHEDULE
LINTEL
NUMBER
LINTEL
SCHEDULE
LINTEL
LENGTH
SAFE LOAD (P,L,F.)
(REF. CAST-CRETE)
DESIGN (P.L.F.)
(WORSE CASE)
GRAVITY UPLIFT
GRAVITY UPLIFT
Li
8RF14 1B / 1T
5'-101,
4242
-1746
1138
-565
L2
8F16 1B / 1T
10'-611
1533
-916
1138
-565
L3
8F16 1B / IT
4'-611
6113
-2707
1663
-1269
L4
8F16 1B / IT
4'-6"
6113
-2707
223
-171
L5
8F16 1B / IT
1-61E
4
6113
-2707
1663
-1273
L6
8F16 1B / 1T
51-1011
4360
-2080
636
-341
L7
8RF14 1B / IT
4'-411
5206
-2362
636
-341
L8
8F16 1B / IT
4'-611
6113
-2707
636
-341
L9
8F16 1B / 1T
4'-6"
6113
-2707
797
-421
L10
8F16 1B / 1T
41-611
6113
-2707
948
-425
L11
8F16 1B / IT
5'-10"
4360
-2080
196
-171
L12
8F16 1B / IT
31-611
6113
-3524
223
-171
L13
8RF14 1B / IT
41-6"
5206
-2272
223
-171
L14
8F16 1B / IT
13'-411
1075
-607
223
-171
L15
8F16 1B / iT
41-6E'
6113
-2707
1789
-1360
L16
8F16 1B / 1T
41-611
6113
-2707
164
-145
L17
8F16 1B / 1T
41-61E
6113
-2707
797
-418
L18
8F16 1B / 1T
71-611
2661
-1624
68
-286
L19
8F16 1B / 1T
15'-411
1250
-486
68
-286
5' �{
RIDGE EDGE
RSRS-01 (2 3/8" X 0.113") NAILS MEETING ASTM F1667
EDGE
FIELD
(j)
8d RING SHANK 6" O,C,
6" O.C.
81 RING SHANK 4" O.C.
6" O.C.
8d RING SHANK 4" O.C.
6" O.C.
1X4 P.T. WINDOW BUCK
W/HILTI "DNI 37 PS" @ 8" O.C.
& MINIMUM 4" EACH END (STAGGERED)
PRE -CAST SILL -
#5 VERTICAL STEEL IN POURED
CELL EA. SIDE OF WINDOW OPENING -7
P ROOF SHEATHING NAILING ZONE
SCALE: N.T.S.
2X4 P.T. WINDOW BUCK W/(1) 1/4" X 2-3/4" TAP -CON
FASTENERS @ 16" O.C. STAGGERED
(RECESS 1/4" INTO 2X BUCK)
6" MAXIMUM EACH END
a '
1/2" GYPSUM BOAR 3/16" X 3" TAP -CONS PER SCHEDULE
MARBLE/WOOD WINDOW SIL THRU WINDOW & BUCK
MINIMUM 1' EMBEDMENT INTO BLOCK
WINDOW RATED FOR
DESIGN PRESSURES AS PRODUCT APPROVAL REQUIRED FOR
SPECIFIED ON FLOOR PLAN WINDOW AND INSTALLATION
WB WINDOW BUCK DETAIL MASONRY
SCALE: 1/2" = V-0"
5'
A -
a_
S
P.T. FURRING
LINSTALL WINDOW W/
WOOD SCREWS PER
MANUFACTURERS
SPECIFICATIONS
OPTIQNAL USE OF 2X BUCK
NOT1I
ALL WINDOW MULLIONS TO BE
DESI@NED FOR PRESSURE @ 1.SX THAT
OF TWF WINDOW DESIGN PRESSURE AS
STATEP ON FLOOR PLAN
DESIGN CRITERIA
DESIGN GRAVITY LOADING
SUPERIMPOSED DEAD LOADS: ROOF FLOORS (IF APPLICABLE)
METAL/SHINGLE
TOP CHORD 10 P.S.F. 10 P.S.F.
BOTTOM CHORD 5 P.S.F. 10 P.S.F.
CLAY TILE
TOPCHORD 20 P.S.F.
BOTTOM CHORD 5 P.S.F.
SUPERIMPOSED LIVE LOADS
TOP CHORD 20 P.S.F. 40 P.S.F.
BOTTOM CHORD 10 P.S.F.
*ATTIC TRUSSES FOR LIMITED STORAGE TO HAVE ADVL 10 P.S.F.
ROOF MEAN HEIGHT NOT GREATER THAN IS'
RESIDENTIAL OCCUPANCY = GROUP R
CONSTRUCTION TYPE = V
RISK CATEGORY = I I
UTLIMATE WIND SPEED = 160 MPH
NOMINAL WIND SPEED = 124 MPH
EXPOSURE =C
WIND IMPORTANCE FACTOR = 1.0
INTERNAL PRESSURE COEFFICIENTS = .18
STRUCTURE IS DESIGNED TO MEET FBC 6TH EDITION (2017)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM:
WEATHERING - NEGLIGIBLE
TERMITES -VERY HEAVY
COMPONENTS & CLADDING (P.S.F. BASED ON EFFECTIVE AREA 10 S.F.
@ ULTIMATE WINDSPEED):
WALL= ZONE4 +33.5 -36.3
ZONES +33.5 -44.8
ROOF= ZONE1 +19.2 -30.3
ZONE 2 +19.2 -53.2
ZONE 3 +19.2 -78.7
OVERHANG = ZONE2 +43.2 -54.5
ZONE 3 +43.2 -62.3
GARAGE DOORS = 9070 +29.4 -33.3
16070 +28.2 -31.5
1. DESIGN AS FULLY ENCLOSED BUILDING.
2. ALL OPENINGS ARE REQUIRED TO 8E PROTECTED WITH IMPACT RESISTANT
MATERIAL OR APPROVED SHUTTERS. PERMANENT COMPLIANCE LABELING IS
REQUIRED ON THESE PRODUCTS.
3. GLAZED OPENING PROTECTION SHALL MEETTHE REQUIREMENTS OF THE LARGE
MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1386, SSTD 121 OR PA TAS 201, TAS 202
AND TA5 203 OR AAMA 506.
4. ALL GLASS & GLAZING SHALL MEET LOAD REQUIREMENTS OF SECTION R308,
FBC 6th EDITION (2017), RESIDENTIAL.
CONSTRUCTION NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND
SPECIFICATIONS LISTED.
2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON
THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION.
3. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING
REQUIREMENTS OF CHAPTER 3 OF FBC 6th EDITION (2017), RESIDENTIAL.
4. ANY WALL OVER 10' HIGH WILL BE BRACED & REMAIN BRACED UNTIL BOND BEAM
IS POURED.
5. EXTERIOR WALLS WITH SEPARATION DISTANCE LESS THAN 5' (REF. TABLE
R301.1(1)) SHALL HAVE NOT LESS THAN 1-HR FIRE RESISTANCE RATING PER FBC 6th
EDITION (2017), RESIDENTIAL, SECTION R302.
6. WINDOW EGRESS CLEAR DIMENSIONS 24" HIGH X 20" WIDE (FIRST FLOOR = 5.0
S.F.) (SECOND FLOOR = 5.7 S.F,). MAX. 44" FROM FLOOR.
7. ALL WINDOWS TO BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 OR
ASTM C920, ASTM C1281, AA812 OR OTHER APPROVED STANDARD.
8. INSTALL ALL APPROVED CORROSION -RESISTANT FLASHING AROUND WINDOWS &
DOORS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY PER R703.8
"FLASHING."
9. GYPSUM BOARD MATERIALS & ACCESSORIES SHALL CONFORM TO ASTM C22, C475,
C514, C3002, C1047, C1177, C3178, C1278, C1396 OR C1658 & SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. SECURE WITH "GWB54"
DRYWALL SCREWS @ B" O.C. @ EDGES & @ 12" O.C. IN FIELD - STUDS @ 16" OR 24"
O.C. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO
ASTM C557.
10. GYPSUM CEILING BOARD SHALL BE 1/2" APPROVED CEILING BOARD (SAG
RESISTANT) OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING.
11. ALL TUB AND SHOWER AREAS TO HAVE CEMENT, FIBER -CEMENT OR GLASS MATT
GYPSUM AS BACKER FOR TILE AND WALL PANELS.
12. STRUCTURE TO MEET FIRE RESISTANCE RATINGS PER SECTION R302,FBC 6th
EDITION (2017), RESIDENTIAL, FOR TYPE V CONSTRUCTION. ALL ACCESSIBLE AREAS
UNDER STAIRS SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO CEILINGS & WALLS
(INCLUDING UNDER STAIR SURFACE).
13. LANDINGS SHALL BE PROVIDED AT EACH EXTERIOR DOOR. THE WIDTH OF EACH
LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE
A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL PER FBC 6th
EDITION (2017), RESIDENTIAL.
14. STUCCO APPLICATION:
FRAME: 7/8" CEMENTITIOUS FINISH PER ASTM C926 OVER FELT BACKED METAL
LATH (INSTALLED PER ASTM C1063) OVER TYVEK OR HOUSE WRAP (APPROVED: WATER
RESISTANT BARRIER). CEMENTITIOUS FINISH TO BE APPLIED IN (3) LAYERS WITH A
TOTAL THICKNESS OF 7/81p. FIRST (2) LAYERS AT 3/8" THICKNESS WITH FINISH LAYER
AT 1/8" THICKNESS. CONTROL JOINTS (PREFABRICATED EXPANSION MEMBER) TO BE
INSTALLED ON VERTICAL SURFACES (RECEIVING STUCCO) EXCEEDING 144 S.F. THE
DISTANCE BETWEEN CONTROL JOINTS TO BE 18' IN EITHER DIRECTION OR NOT TO
EXCEED A LENGTH TO WIDTH RATIO OF 2.5 TO 1.0.
MASONRY: 1/2" CEMENTITIOUS FINISH PER ASTM C926 APPLIED IN (2) LAYERS.
FIRST LAYER AT 3/8" THICKNESS AND FINISH LAYER AT 1/8" THICKNESS. USE (2)
COATS ELASTOMERIC PAINT FINISH WITH FIRST COAT AS A SEALER/PRIMER AND
FINISH COAT. STUCCO REQUIRES MAINTENANCE AND INSPECTION FOR CRACKS ON A
REGULAR BASIS. STUCCO WILL CRACK AT STRESS AREAS SUCH AS CORNERS OF
WINDOWS AND DOORS. THESE CRACKS SHOULD BE SEALED AND RE -PAINTED AS
REQUIRED.
15. WOOD STRUCTURAL PANEL SIDING & WEATHER RESISTANT SIDING TO BE
INSTALLED PER TABLE R703.4 FBC 6th EDITION (2017), RESIDENTIAL.
16. HOT WATER TO BATHTUBS, WHIRLPOOL BATHTUBS & BIDET VALVES TO BE
LIMITED TO 120- F.
17. WATER HEATER T&P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER HEATER AT
FINISH FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR WITH THERMAL
EXPANSION DEVICE.
18. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROM
RECESSED LIGHTING FIXTURES, FAN MOTORS AND OTHER HEAT PRODUCING DEVICES.
19. ATTIC ACCESS PANELS OR STAIR ENCLOSURES MUST HAVE A MINIMUM 15 MINUTE
FIRE RATING.
20. WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER
THAN 200 & A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ALTERNATIVE
TEST METHOD TO ABOVE INDEX'S PER FBC SECTION 302.9.
21. INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS &
VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/
CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES
& ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN
ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS PER FBC 6th EDITION (2017),
RESIDENTIAL, SECTION R302.10.
22. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI
A108.1, A108.4, A108.5, A308.6 & A108.11, A118.1, A118.3, A136.1 & A137.1.
FOUNDATION NOTES
1. FOOTERS AND SLABS ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE
UNIFORM BEARING CAPACITY OF 2000 P.S.F. (REF. TABLE R401.4, FBC 6th EDITION
(2017), RESIDENTIAL).
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE UNIFORM
BEARING CAPACITY UNDER ALL FOUNDATIONS.
TERMITE TREATMENT
1. TWO TERMITE TREATMENTS ARE REQUIRED.
(A) PRE-TREATMENT PRIOR TO SLAB POUR.
(B) TREATMENT AFTER FINAL LANDSCAPING.
CHEMICAL BARRIER METHOD SHALL BE COMPLETED IN ACCORDANCE WITH FBC
CHAPTERS/ SECTION 10411503/1816 AND 2303.
POST INSPECTION CERTIFICATE SHALL STATE: "THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE
TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
LOT DRAINAGE
1. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALLS, THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A
MINIMUM OF 6" WITHIN THE FIRST 10'- 5% GRADE.
2. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS TO BE
RAISED A MINIMUM 3" ABOVE GRADE.
CONCRETE NOTES
1. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY
WITH THE REQUIREMENTS OF ACI 318 PER F.B.C.
2. ALL CONCRETE FOR SLAB WORK SHALL BE 3000 P.S.I. WITH SLUMP OF 4 IN tl IN.
ALL LINTEL BEAMS & DOWNPOURS SHALL BE 3000 P.S.I. CELL FILL CONFORMING TO
ASTM C-476 WITH SLUMP OF 7 IN. tl IN. UNLESS OTHERWISE NOTED,
3. ALL REINFORCING STEEL IN SLAB ONLY SHALL BE DEFORMED BARS CONFORMING
TO ASTM A615-87 GRADE 40. BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE
CONCRETE BOND PER ACI 318.
4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED,
SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH
ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT "MIN. 3" COVER."
S. ALL PRE -CAST LINTELS MUST MEET OR EXCEED L/360 VERTICAL DEFLECTION.
LINTEL 1T-4" & LONGER WITH A NOMINAL HEIGHT OF 8" MUST MEET OR EXCEED
L/180.
6. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE
REQUIREMENTS OF R606.9 AND TABLE R606.9.2. MINIMUM LAP SPLICE SHALL BE #4 =
20", #5 = 25", #6 = 34" AND #7 = 42".
7. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
B. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE
PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES t 1 INCH.
9. #4 MOMENT TRANSFER BARS TO BE USED WITH FIBERMESH SLAB RECOMMENDED
TO PREVENT SLAB CRACKING.
10. CONCRETE CRACKING MAY OCCUR & MAY RESULT IN SLIGHT VERTICAL
DISPLACEMENT WITH USE OF FIBERMESH CONCRETE.
MASONRY NOTES
I. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO ACI 318
OR ACI 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY WALL SHALL BE NORMAL WEIGHT, GRADE N, TYPE 1 OR 11,
CONFORMING WITH ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD
BEARING CONCRETE MASONRY UNITS."
3. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (fin) SHALL BE 1500
PSI USING TYPE "S" HIGH STRENGTH MORTAR.
4. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8".
5. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH A LAP SPLICE
OF 25 INCHES (MINIMUM).
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL
ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACK FILLING, SOIL
COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING
CONSTRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS
COMPLETE.
7. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF
BETWEEN 8 AND 11 INCHES.
8. WHEN DOWNPOURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT
THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR DEBRIS, LOOSE
AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND
SECURELY TIE THE VERTICAL STEEL REINFORCEMENTS TOGETHER. CLOSE THE
OPENING AFTER INSPECTION.
9. CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A-615, GR 60. DETAIL,
FABRICATE AND INSTALL REINFORCING PER REQUIREMENTS OF ACI-318.
10. PROVIDE CORNER BARS AT INTERSECTIONS OF FOOTING THE SAME SIZE AS
SPECIFIED REINFORCING WITH MINIMUM LAP OF 25". TERMINATE VERTICAL STEEL
WITH ACI STANDARD HOOKS (10" FOR #5); TO PROVIDE CONTINUOUS REINFORCING
FROM FOOTING TO UPPERMOST BOND BEAM VERTICAL STEEL SHALL HAVE A MINIMUM
CLEARANCE OF V FROM MASONRY.
11. MASONRY WALL MUST BE SUPPORTED BY A MINIMUM 2/3" OF MASONRY WALL
WIDTH (5-1/2" FOR 8" MASONRY WALL).
12. MASONRY ROUGH OPENINGS SHALL NOT VARY FROM -1/4" TO +1/2
WOOD NOTES
1. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING
TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE
REFERENCES LISTED BELOW:
"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 1985
"NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" 2001 AND
SUPPLEMENTS
"U.S. PRODUCT STANDARD PS V NATIONAL FOREST PRODUCTS ASSOCIATION
2. TRUSS FRAMING MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH
WILL PRODUCE DESIGN VALUES EQUAL TO OR EXCEEDING THE VALUES LISTED FOR
SOUTHERN YELLOW PINE NO. 3, 19% M.C.
3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHALL BE USED AND SHALL
BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
4. ANCHORING AND NAILING NOT INDICATED SHALL COMPLY WITH THE FASTENING
SCHEDULE PER TABLE 2304.9.1 FBC 6th EDITION (2017), BUILDING.
5. TRUSSES SHALL BE DESIGNED TO MEET THE MINIMUM LOADS AS SPECIFIED UNDER
DESIGN CRITERIA.
6. E.O.R. TO APPROVE TRUSS DESIGN CRITERIA PRIOR TO MANUFACTURING.
7, ROOF SHEATHING SHALL CONSIST OF 1/2" NOMINAL APA SPAN RATED, EXPOSURE 1
PLYWOOD OR ORIENTED STRAND BOARD NAILED TO SUPPORTS WITH ad NAILS @ 4"
SPACING ALL PERIMETER FROM FASCIA 4' BACK, 4" O.C. @ EDGE & 6" O.C. IN FIELD; 4'
BOTH SIDES OF RIDGE, 6" O.C. ALL OTHERS.
B. GABLE END WALLS AND EXTERIOR WOOD FRAMING SHALL BE SHEATHED WITH 1/2"
NOMINAL APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B. THE SHEATHING SHALL
BE ATTACHED TO FRAMING MEMBERS WITH 8d NAILS @ 6" SPACING UNLESS NOTED
OTHERWISE.
9. PLYWOOD SHEATHING ON ROOF AND EXTERIOR WALLS SHALL BE INSTALLED WITH
THE LONG DIMENSION HORIZONTAL AND STAGGERED.
10. ALL PRESSURE TREATED LUMBER AND PLYWOOD SHALL BE S.Y.P. NO. 2, 19% MAX.
M.C., PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS Cl AND C2 WITH
A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5. FIELD -CUT
MEMBERS SHALL RECEIVE A BRUSH -APPLIED PRESERVATIVE.
11, BEARING WALLS SHALL BE FRAMED WITH 2X4 S.P.F. NO. 2 LUMBER @ 16" SPACING
WITH DOUBLE TOP PLATES. ALL NAILS, SCREWS AND BOLTS USED IN CONSTRUCTION
OF THE LOAD BEARING STRUCTURE SHALL BE COMMON. DEVIATIONS TO THE
FASTENERS SPECIFIED ON THE PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR
TO INSTALLATION.
12. DEAD VALLEYS TO BE FRAMED WITH MAXIMUM 2'-6" WIDTH.
ROOFING
I. ROOFING SHINGLES MUST COMPLY WITH THE APPLICABLE PROVISIONS OF ASTM D
3161 CLASS F OR D 7158 CLASS H OR TAS 107 AND UNDERLAYMENT MUST COMPLY
WITH ASTM D225 OR D4869 TYPE 1 OR 11 WITH A MINIMUM SLOPE OF 2:12. USE
DOUBLE UNDERLAYMENT FOR SLOPE 2:12 TO 4:12 PER R905.2.7. FASTEN SHINGLES
W/12-GAUGE GALVANIZED ROOFING NAILS (MIN. 3/8" HEAD) PER ASTM F-1667. NAILS
MUST PENETRATE ROOF SHEATHING PER R905.2.5 FBC 6th EDITION (2017),
RESIDENTIAL, WITH A MINIMUM (4) NAILS PER STRIP SHINGLE OR (2) NAILS PER
INDIVIDUAL SHINGLE.
2. OPTIONAL CLAY TILE ROOF MUST COMPLY WITH APPLICABLE PROVISIONS OF ASTM
C1167. UNDERLAYMENT MUST COMPLY WITH ASTM D226 TYPE 11, ASTM D2626, ASTM
D1970 OR ASTM D6380 MINERAL SURFACE ROLL ROOFING. ONE (1) LAYER
UNDERLAYMENT FOR SLOPE 4:12 OR GREATER PER R905.3 FBC 6th EDITION (2017),
RESIDENTIAL.
3. METAL ROOFING TO BE MINIMUM 26-GAUGE & INSTALLED PER MFG.
SPECIFICATIONS TO MEET DESIGN PRESSURES AS SPECIFIED.
4. VALLEY FRAMING SHALL BE MINIMUM 24" WIDE OF CORROSION RESISTANT METAL
PER TABLE R905.2.8, FBC 6th EDITION (2017), RESIDENTIAL. INSTALL ALL FLASHING
PER R905.2.8, FBC 6th EDITION (2017), RESIDENTIAL.
HVAC
L PASSIVE RETURN AIR FLOW TO BE PROVIDED BETWEEN ALL ROOMS WITH AIR
CONDITIONING PER CHAPTER 4, FBC 6th EDITION (2017) MECH-CODE. (MINIMUM 50
SQ. IN.) MAINTAIN A MINIMUM 1" CLEARANCE UNDER DOORS. ALL BEDROOMS WITH
A/C SUPPLY IN WALK-IN CLOSET OR BATH WILL HAVE PASSIVE A/C GRILL ABOVE DOOR
(MIN. 40 SQ. IN.).
2. NO DRYER VENTS WITHIN 10' OF OUTSIDE A/C UNITS OR T OF OPENINGS TO
BUILDINGS.
3. ALL HABITABLE ROOMS ARE TO HAVE GLAZING OF NOT LESS THAN 8% OF THE
FLOOR AREA (WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE
OUTSIDE) OPENABLE AREA OF NOT LESS THAN 4% OF THE FLOOR AREA FOR
VENTILATION. EXCEPTION: MECHANICAL VENTILATION AT THE RATE OF .35 AIR
CHANGES PER HOUR OR WHOLE HOUSE VENTILATION SYSTEM PROVIDING OUTDOOR
AIR AT A RATE OF 15 CFM PER OCCUPANT.
4. AIR HANDLERS INSTALLED IN ATTIC WILL MEET REQUIREMENTS BELOW:
4.1 THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SO( (6) FEET OF
AN ATTIC ACCESS.
4.2 A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN
WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY.
4.3 THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR
HANDLER.
4.4 A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE
HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC,
5. AIR HANDLERS LOCATED IN THE GARAGE MUST HAVE A MINIMUM OF 26 GAGE
SHEET METAL WITH A MINIMUM R4.2 INSULATION WRAP.
EXTERIOR SHEAR WALLS
1. SHALL BE SECTIONS OF BLOCK WALLS WITH BOND BEAM AND BETWEEN
DOWNPOURS WITHOUT ANY OPENING WITHIN THIS SECTION LARGER THAN 2 S.F.
GABLE END WALLS
1. ALL GABLE END WALLS WITH SPAN 24' OR GREATER TO HAVE A BOND BEAM WITH
(2) #5 RE -BAR TOP COURSE AND (1) #5 RE -BAR BOTTOM COURSE. WALL TO ALSO
HAVE HORIZONTAL JOINT REPLACEMENT @ 16" O.C.
GARAGES & CARPORTS
1. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY
NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS
ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. GARAGE
FLOOR SURFACES SHALL BE OF APPROVED NON-COMBUSTIBLE MATERIAL.
2. ALL DOORS FROM GARAGE TO LIVING AREA TO BE SELF -CLOSING.
3. NO OPENING SHALL BE PERMITTED BETWEEN THE GARAGE AND A SLEEPING AREA.
OTHER OPENINGS SHALL BE EQUIPPED WITH SOLID CORE DOOR 1-3/8" MIN.
THICKNESS (20 MIN. FIRE -RATED). ANY DUCT WORK IN THE GARAGE OR
PENETRATING THE WALLS OR CEILING SEPARATING GARAGE FROM THE MAIN HOUSE
SHALL BE MIN. 26-GAUGE SHEET STEEL AND HAVE NO OPENING IN THE GARAGE.
4. GARAGE DOORS MUST HAVE PERMANENT COMPLIANCE LABELING AFFIXED TO
DOOR.
BUILDER NOTES
I. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS
ENFORCED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS WORK.
2. THE CONTRACTOR SHALL VERIFY THAT THE STRUCTURE IS CONSTRUCTED WITHIN
THE CONFINES OF THE BUILDING PARAMETER.
3. THE CONTRACTOR/OWNER-BUILDER SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION. ANY DISCREPANICES SHALL BE BROUGHT TO THE ATTENTION OF
THE DESIGNER PRIOR TO CONSTRUCTION.
4. THE FLOOR PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO
CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT.
S. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.
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ENGINEERING SEAL:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET THE LOADING REQUIREMENTS
OF THE 6th EDITION OF THE FLORIDA
BUILDING CODE (2017), RESIDENTIAL
AND ASCE 7-10 FOR STRUCTURAL
ELEMENTS ONLY.
JANET B.-DUNLAP, P.E.
8530 U.S. HIGHWAY 1, SUITE 9
MICCO FL 32976.
PROFESSIONAL ENGINEER # 62809
SHEET NAME
DETAILS & NOTES
DRAWN CHECKED
BY; DNK BY; AFP
DOCUMENT 20-Aug-18
DATE:
MEDM ATE
MEIM
DATE
er
0
0
SHE _ OP
S-01
1
EXTERIOR WINDOW AND DOOR
OPENING SCHEDULE C�
ULTIMATE WIND SPEED = 160 (MPH)
NOMINAL WIND SPEED = 124 (MPH)
EXPOSURE = C
MARK
ROUGH
OPENING
ZONE
BUILDING
DESIGN PRESSURE
(P.S.F.)
PRODUCT
DESIGN PRESSURE
(P.S.F.)
FLORIDA APPROVAL
NUMBER(S)
D1
3080 DOOR W/1-12" SIDELT
4
+31.9
-33.9
+50
-50
FL15220.7
WI
(2) 34 SH
4
+31.9
-33,9
+50
-50
FL17234.1/FL5777
W2
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W3
22 SH
4
+33.5
-363
+50
-50
FL17234.1
W4
25 SH
4
+33.5
1 -36.3
1 +50
-50
FL17234.1
W5
34 SH
4
+33.5
-36.3
+50
-50
FL17234.1
D2
2868 DOOR
4
+33.5
-36,3
+65
-65
FL15213.1
W6
23 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W7
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W8
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W9
34 SH
5
+33.5
-44,8
+50
-50
FL17234.1
W10
1/2 32 SH
4
+33.5
-36.3
+50
-50
FL17234.1
D3
13068 DOOR
4
+31.9
-33.9
+50
-50
FL15220.1
D4
12070 OHD .
4
+29.4
-33.3
+36
-42
FL16107
W11
25 SH
4
+33.5
-36.3
+50
-50
FL17234.1
W12
25 SH
1 4
1 +33.5
1 -36.3
+50
1 -50 1
FL17234.1
W13
25 SH
1 4
1 +33.5
1 -36.3
+50
1 -50 1
FL17234.1
PRODUCT APPROVAL
CATEGORY
SUBCATEGORY
APPROVAL MANUFACTURER
NUMBERS
MODEL
NUMBER
PRODUCT
DESIGN PRESSURE
(P.S.F.)
SHUTTERS
STORM PANELS
FL11964 Eastern Metal Supply
0.050" Bertha
Aluminum Panel (2-inch)
+40 -40
ROOFING PRODUCTS
METAL ROOFING
FL17678 Drexel Metals, Inc,
26 Gage, 5V 4r
DMC Corrugated
N/A -180
ROOFING PRODUCTS
UNDERLAYMENT
FL16048.1 TRI-BUILT Roof Underlayments
Self -adhering
modified bitumen
N/A -I50
8" MIN. FLEXIBLE CONCRETE
WATERPROOF MEMBRANE ON EXTERIOR
OF OPENING & ENTIRE RETURN,
WINDOW BUCKS TO BE CAULKED TO
BLOCKOPENING & WINDOW INSTALLED
& SEALED PER MANUFACTURER'S
SPECIFICATIONS. SEALANT
TO COMPLY WITH AAMA 714
TYP TYPICAL MASONRY FENESTRATION FLASHING
ALUMINUM DRIP EDGE
2X FASCIA BOARD W/
(2) 16d NAILS EACH TRUSS
.026 ALUM. SOFFIT OR .044 VINYL SOFFIT 4"
INSTALLED PER MFG, SPECIFICATIONS
ADD INTERMEDIATE 1X4 SUPPORT FOR
SOFFIT OVER 16" TO 24" MAX.
(USE 2X4 VERTICAL OR HORIZ.
SUPPORTS @ 24" O.C.)
2" X 4" P.T. W/114" X 3" TAP -CONS
@ 16" O.C. STAGGERED
TYP SOFFIT INSTALLATION
SCALE: 1/2" = P-O"
ENDWALL TRUSS
2x6 P.T,
AFROEND
B" M OF GOAL POST
ffIdJ
TYP. EA. END
1/2" x 8" "J" ANCHOR BOLT W/ 1/8" x2"
24" WASHER AND NUT
\
-
32" MAXIMUM SPA ING
I
BETWEEN ANCHOR BOLTS
2" MINIMUM EDGE
DISTANCE FOR
ANCHOR BOLT
2"x8" P.T. GOAL POST
2"
IjLr-�,
CONCRETE FILLED ELL EACH SIDE
5-1/2" MIN S 1/2"
OF GARAGE DOOR PEENING W/(1)
EMBEDMENT FOR
#5REBAR
ANCHOR BOLT
SECTION A -A
CONCRETE DRIVE -\
e
SLAB
TYP GARAGE DOOR BUCK INST
SCALE: 1/2" = V-0"
1X8 P.T. BUCK W/HILTI "DNI-37 P8" @ 8" O.C*
& MINIMUM 4" EACH END STAGGERED
TRUSSES @ 24" O.C. DOOR RATED FOR DESIGN PRESSURES
AS SPECIFIED ON FLOOR PLAN
EXTERIOR FINISH
CK WALL
#5 VERTICAL
EACH SIDE 0'
*OPTION TO L
TAP -CONS FA
8" MAXIMUM
INTO 2X JAM
I INSTALL DOOR PER MANUFACTU
DOOR FRAME w/ 3/16" x 3" TAP -CON SPECIFICATIONS. PRODUCT APPR
FASTENERS PER MANUFACTURERS REQUIRED FOR DOOR &INSTAL
RECOMMENDATIONS W/ MINIMUM
1-1/4" PENETRATION INTO BLOCK
DB DOOR BUCK DETAIL (MASONRY)
SCALE: 1/2" = 1'-0"
f
IN POURED CELL
2X8 P.T. W/(2) 1/4" X 3"
:NERS @ 24" O.C. &
;H END (RECESS 1/4"
0
W
mWqq
U'
LINTEL SCHEDULE cL
LINTEL
NUMBER
LINTEL
SCHEDULE
LINTEL
LENGTH
SAFE LOAD (P.L.F.)
(REF, CAST-CRETE)
DESIGN (P.L.F.)
(WORSE CASE)
GRAVITY UPLIFT
GRAVITY UPLIFT
Li
8RF141B / 1T
5'-1011
4242
-1746
1138
-565
L2
8F16 1B / 1T
10'-6"
1533
-916
1138
-565
L3
8F16 1B / IT
4'-6"
6113
-2707
1663
-1269
L4
8F16 1B / 1T
4'-6"
6113
-2707
223
-171
L5
8F16 1B / 1T
41-611
6113
-2707
1663
-1273
L6
8F16 1B / 1T
5'-10"
4360
-2080
636
-341
L7
8RF14 iB / 1T
4'-4"
5206
-2362
636
-341
L8
8F161B / 1T
4'-6"
6113
-2707
636
-341
L9
8F16 1B / IT
4'-6" 2e,6113
-2707
797
-421
L10
8F16 1B / 1T
4'-6"
6113
-2707
948
-425
L11
8F16 1B / IT
' 10"
4360
-2080
196
-171
L12
8F16 1B / IT
31-611
6113
-3524
223
-171
L13
8RF14 1B / IT
41-6"
5206
-2272
223
-171
L14
8F16 1B / 1T
13'-4"
1075
-607
223
-171
L15
8F16 1B / IT
41-611
6113
-2707
1789
-1360
L16
8F16 1B / 1T
4'-6"
6113
-2707
164
-145
L17
8F16 1B / 1T
41-611
6113
-2707
797
-418
L18
8F16 1B / 1T
71-6"
2661
-1624
68
-286
L19
8F16 1B / 1T
15'-4"
1250
-486
68
-286
5'
5'-�i
RIDGE EDGE
RSRS-01 (2 3/8" X 0.113") NAILS MEETING ASTM F1667
EDGE
FIELD
Q 8d RING SHANK
6" O,C
6" O.C.
(2) 8d RING SHANK
4" O.C.
6" O.C.
( 8d RING SHANK
4" O.C.
6" O.C.
�P ROOF SHEATHING NAILING ZONE
SCALE: N.T.S.
1X4 P.T. WINDOW BUCK
w/HILTI "DNI 37 P8" @ 8" O.C.
& MINIMUM 4" EACH END (STAGGERED)
PRE -CAST SILL -
#5 VERTICAL STEEL IN POURED
CELL EA. SIDE OF WINDOW OPENING
2X4 P.T. WINDOW BUCK w/(1) 114" X 2-3/4" TAP -CON
FASTENERS @ 36" O.C. STAGGERED
(RECESS 1/4" INTO 2X BUCK)
6" MAXIMUM EACH END
1/2' GYPSUM BOARDS XWINDOW
L3/16" X 3" TAP -CONS PER SCHEDULE
THRMARBLE/WOOD WINDOW SI /MINI WINDOW & BUCK
MINIMUM 1" EMBEDMENT INTO BLOCK
RATED FOR
DESIGN PRESSURES AS PRODUCT APPROVAL REQUIRED FOR
SPECIFIED ON FLOOR PLAN WINDOW AND INSTALLATION
WB WINDOW BUCK DETAIL MASONRY
SCALE: 1/2" = 1'-0"
a
S
P.T. FURRING
INSTALL WINDOW w/
WOOD SCREWS PER
MANUFACTURERS
SPECIFICATIONS
OPTIONAL USE OF 2X BUCK
NOT€=
E-INDOW MULLIONS TO BE
DESI@NED FOR PRESSURE @ 1.5X THAT
OF 1TIE WINDOW DESIGN PRESSURE AS
STAf9D ON FLOOR PLAN
DESIGN CRITERIA
DESIGN GRAVITY LOADING
SUPERIMPOSED DEAD LOADS: ROOF FLOORS (IF APPLICABLE)
METAL/SHINGLE
TOP CHORD 10 P.S.F. 10 P.S.F.
BOTTOM CHORD S P.S.F. 30 P.S.F.
CLAY TILE
TOPCHORD 20 P.S.F.
BOTTOM CHORD 5 P.S.F.
SUPERIMPOSED LIVE LOADS
TOP CHORD 20 P.S.F. 40 P.S.F.
BOTTOM CHORD 10 P.S.F.
'ATTIC TRUSSES FOR LIMITED STORAGE TO HAVE ADD'L 10 P.S.F.
ROOF MEAN HEIGHT NOT GREATER THAN 15'
RESIDENTIAL OCCUPANCY - GROUP R
CONSTRUCTION TYPE = V
RISK CATEGORY = I I
UTLIMATE WIND SPEED = 160 MPH
NOMINAL WIND SPEED =124 MPH
EXPOSURE =C
WIND IMPORTANCE FACTOR= 1.0
INTERNAL PRESSURE COEFFICIENTS =.18
STRUCTURE IS DESIGNED TO MEET FBC GTH EDITION (2017)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM:
WEATHERING - NEGLIGIBLE
TERMITES - VERY HEAVY
COMPONENTS & CLADDING (P.S.F. BASED ON EFFECTIVE AREA 10 S.F.
@ ULTIMATE WIND SPEED):
WALL = ZONE4 +33.5 -36.3
ZONES +33.5 -44.8
ROOF= ZONE1 +19.2 -30.3
OVERHANG = ZONE +43.2 -54.5
ZONE +43.2 -62.3
GARAGE DOORS = 9070 +29.4 -33.3
16070 +28.2 -3115
1. DESIGN AS FULLY ENCLOSED BUILDING.
2. ALL OPENINGS ARE REQUIRED TO BE PROTECTED WITH IMPACT RESISTANT
MATERIAL OR APPROVED SHUTTERS, PERMANENT COMPLIANCE LABELING IS
REQUIRED ON THESE PRODUCTS,
3. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE
MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886, SSTD 121 OR PA TAS 201, TAS 202
AND TA5 203 OR AAMA 506.
4. ALL GLASS & GLAZING SHALL MEET LOAD REQUIREMENTS OF SECTION R308,
FBC 6th EDITION (2017), RESIDENTIAL.
CONSTRUCTION NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND
SPECIFICATIONS LISTED.
2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON
THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION.
3. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING
REQUIREMENTS OF CHAPTER 3 OF FBC 61h EDITION (2017), RESIDENTIAL.
4. ANY WALL OVER 10' HIGH WILL BE BRACED & REMAIN BRACED UNTIL BOND BEAM
IS POURED.
S. EXTERIOR WALLS WITH SEPARATION DISTANCE LESS THAN 5' (REF. TABLE
R301.1(1)) SHALL HAVE NOT LESS THAN 1-HR FIRE RESISTANCE RATING PER FBC 6th
EDITION (2017), RESIDENTIAL, SECTION R302.
6. WINDOW EGRESS CLEAR DIMENSIONS 24" HIGH X 20" WIDE (FIRST FLOOR = 5.0
S.F.) (SECOND FLOOR = 5.7 S.F.). MAX. 44" FROM FLOOR.
7. ALL WINDOWS TO BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 OR
ASTM C920, ASTM C1281, AA812 OR OTHER APPROVED STANDARD.
8. INSTALL ALL APPROVED CORROSION -RESISTANT FLASHING AROUND WINDOWS &
DOORS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY PER R703.8
"FLASHING."
9. GYPSUM BOARD MATERIALS & ACCESSORIES SHALL CONFORM TO ASTM C22, C475,
C514, C1002, C1047, C1177, C1178, C1278, C1396 OR C1658 & SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. SECURE WITH "GW854"
DRYWALL SCREWS @ 8" O.C. @ EDGES & @ 12" O.C. IN FIELD - STUDS @ 16" OR 24"
O.C. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO
ASTM C557.
10. GYPSUM CEILING BOARD SHALL BE 112" APPROVED CEILING BOARD (SAG
RESISTANT) OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING.
11. ALL TUB AND SHOWER AREAS TO HAVE CEMENT, FIBER -CEMENT OR GLASS MATT
GYPSUM AS BACKER FOR TILE AND WALL PANELS,
12. STRUCTURE TO MEET FIRE RESISTANCE RATINGS PER SECTION R302, FBC 6th
EDITION (2017), RESIDENTIAL, FOR TYPE V CONSTRUCTION. ALL ACCESSIBLE AREAS
UNDER STAIRS SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO CEILINGS & WALLS
(INCLUDING UNDER STAIR SURFACE).
13. LANDINGS SHALL BE PROVIDED AT EACH EXTERIOR DOOR. THE WIDTH OF EACH
LANDING SHALL NOT BE LESS THAN THE DOOR SERVED, EVERY LANDING SHALL HAVE
A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL PER FBC 6th
EDITION (2017), RESIDENTIAL.
14. STUCCO APPLICATION:
FRAME: 7/8" CEMENTITIOUS FINISH PER ASTM C926 OVER FELT BACKED METAL
LATH (INSTALLED PER ASTM C1063) OVER TYVEK OR HOUSE WRAP (APPROVED WATER
RESISTANT BARRIER), CEMENTITIOUS FINISH TO BE APPLIED IN (3) LAYERS WITH A
TOTAL THICKNESS OF 7/8". FIRST (2) LAYERS AT 3/8" THICKNESS WITH FINISH LAYER
AT 1/8" THICKNESS, CONTROL JOINTS (PREFABRICATED EXPANSION MEMBER) TO BE
INSTALLED ON VERTICAL SURFACES (RECEIVING STUCCO) EXCEEDING 144 §,F, THE
DISTANCE BETWEEN CONTROL JOINTS TO BE 18' IN EITHER DIRECTION OR NOT TO
EXCEED A LENGTH TO WIDTH RATIO OF 2.5 TO I.D.
MASONRY: 1/2" CEMENTITIOUS FINISH PER ASTM C926 APPLIED IN (2) LAYERS.
FIRST LAYER AT 3/8" THICKNESS AND FINISH LAYER AT 1/8" THICKNESS. USE (2)
COATS ELASTOMERIC PAINT FINISH WITH FIRST COAT AS A SEALENPRIMER AND
FINISH COAT. STUCCO REQUIRES MAINTENANCE AND INSPECTION FOR CRACKS ON A
REGULAR BASIS. STUCCO WILL CRACK AT STRESS AREAS SUCH AS CORNERS OF
WINDOWS AND DOORS. THESE CRACKS SHOULD BE SEALED AND RE -PAINTED AS
REQUIRED.
15. WOOD STRUCTURAL PANEL SIDING & WEATHER RESISTANT SIDING TO BE
INSTALLED PER TABLE R703.4 FBC 6th EDITION (2017), RESIDENTIAL.
16. HOT WATER TO BATHTUBS, WHIRLPOOL BATHTUBS & BIDET VALVES TO BE
LIMITED TO 120° F.
17. WATER HEATER T&P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER HEATER AT
FINISH FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR WITH THERMAL
EXPANSION DEVICE,
18. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROM
RECESSED LIGHTING FIXTURES, FAN MOTORS AND OTHER HEAT PRODUCING DEVICES.
19. ATTIC ACCESS PANELS OR STAIR ENCLOSURES MUST HAVE A MINIMUM 15 MINUTE
FIRE RATING.
20. WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER
THAN 200 & A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ALTERNATIVE
TEST METHOD TO ABOVE INDEX'S PER FBC SECTION 302.9.
21. INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS &
VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/
CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES
& ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN
ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS PER FBC 6th EDITION (2017),
RESIDENTIAL, SECTION R302.10.
22. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI
A108.1, A108.4, A108.5, A108.6 & A108.11, A118.1, A118.3, A136.1 & A137.1.
FOUNDATION NOTES
1. FOOTERS AND SLABS ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE
UNIFORM BEARING CAPACITY OF 2000 P.S.F. (REF. TABLE R401.4, FBC 6th EDITION
(2017), RESIDENTIAL).
2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE UNIFORM
BEARING CAPACITY UNDER ALL FOUNDATIONS.
TERMITE TREATMENT
1. TWO TERMITE TREATMENTS ARE REQUIRED.
(A) PRE-TREATMENT PRIOR TO SLAB POUR.
(8) TREATMENT AFTER FINAL LANDSCAPING.
CHEMICAL BARRIER METHOD SHALL BE COMPLETED IN ACCORDANCE WITH FBC
CHAPTERS/ SECTION 10411503/1816 AND 2303.
POST INSPECTION CERTIFICATE SHALL STATE: "THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE
TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
2. BORATE ALTERNATIVE WOOD TREATMENT IN LIEU OF SUBTERRANEAN SOIL
TREATMENT PER SECTION R318 FBC 6th EDITION (2017), RESIDENTIAL.
LOT DRAINAGE
1. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A
MINIMUM OF 6" WITHIN THE FIRST 10'- 5% GRADE.
2. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS TO BE
RAISED A MINIMUM 3" ABOVE GRADE.
CONCRETE NOTES
1. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY
WITH THE REQUIREMENTS OF ACI 318 PER F.B.C.
2, ALL CONCRETE FOR SLAB WORK SHALL BE 3000 P.S.I. WITH SLUMP OF 4 IN tl IN.
ALL LINTEL BEAMS & DOWNPOURS SHALL BE 3000 P.S.I. CELL FILL CONFORMING TO
ASTM C-476 WITH SLUMP OF 7IN. *1 IN. UNLESS OTHERWISE NOTED.
3. ALL REINFORCING STEEL IN SLAB ONLY SHALL BE DEFORMED BARS CONFORMING
TO ASTM A615-87 GRADE 40. BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE
CONCRETE BOND PER ACI 318.
4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED,
SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH
ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT "MIN. 3" COVER."
5. ALL PRE -CAST LINTELS MUST MEET OR EXCEED L/360 VERTICAL DEFLECTION.
LINTEL 17'-4" & LONGER WITH A NOMINAL HEIGHT OF 8" MUST MEET OR EXCEED
L/]80.
6. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE
REQUIREMENTS OF R606.9 AND TABLE R606.9.2. MINIMUM LAP SPLICE SHALL BE #4 =
20", #5 = 25", #6 = 34" AND #7 = 42".
7. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
8. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE
PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES t 1 INCH.
9. #4 MOMENT TRANSFER BARS TO BE USED WITH FIBERMESH SLAB RECOMMENDED
TO PREVENT SLAB CRACKING.
10. CONCRETE CRACKING MAY OCCUR & MAY RESULT IN SLIGHT VERTICAL
DISPLACEMENT WITH USE OF FIBERMESH CONCRETE.
MASONRY NOTES
1. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO ACI 318
OR ACI 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY WALL SHALL BE NORMAL WEIGHT, GRADE N, TYPE 1 OR 11,
CONFORMING WITH ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD
BEARING CONCRETE MASONRY UNITS."
3• THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (fm) SHALL BE.1500
PSI USING TYPE "S" HIGH STRENGTH MORTAR.
4. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8",
S. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH A"LAP SPLICE
OF 25 INCHES (MINIMUM).
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL
ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACK RULING, SOIL
COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING
CONSTRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS
COMPLETE.
7. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF
BETWEEN 8 AND 11 INCHES.
8, WHEN DOWNPOURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT
THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR DEBRIS, LOOSE
AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND
SECURELY TIE THE VERTICAL STEEL REINFORCEMENTS TOGETHER. CLOSE THE
OPENING AFTER INSPECTION.
9. CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A-615, GR 60. DETAIL,
FABRICATE AND INSTALL REINFORCING PER REQUIREMENTS OF ACI-318.
10, PROVIDE CORNER BARS AT INTERSECTIONS OF FOOTING THE SAME SIZE AS
SPECIFIED REINFORCING WITH MINIMUM LAP OF 25". TERMINATE VERTICAL STEEL
WITH ACI STANDARD HOOKS (10" FOR #5); TO PROVIDE CONTINUOUS REINFORCING
FROM FOOTING TO UPPERMOST BOND BEAM VERTICAL STEEL SHALL HAVE A MINIMUM
CLEARANCE OF V FROM MASONRY.
11. MASONRY WALL MUST BE SUPPORTED BY A MINIMUM 2/3" OF MASONRY WALL
WIDTH (5-1/2" FOR 8" MASONRY WALL).
12. MASONRY ROUGH OPENINGS SHALL NOT VARY FROM -1/4" TO +1/2".
TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE
REJ.tRENCES LISTED BELOW:
Y"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 1985
"NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" 2001 AND
SUPPLEMENTS
"U.S. PRODUCT STANDARD PS I" NATIONAL FOREST PRODUCTS ASSOCIATION
2. TRUSS FRAMING MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH
WILL PRODUCE DESIGN VALUES EQUAL TO OR EXCEEDING THE VALUES LISTED FOR
SOUTHERN YELLOW PINE NO. 3, 19% M.C.
3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHALL BE USED AND SHALL
BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
4. ANCHORING AND NAILING NOT INDICATED SHALL COMPLY WITH THE FASTENING
SCHEDULE PER TABLE 7304.9.1 FBC 6th EDITION (2017), BUILDING.
S. TRUSSES SHALL BE DESIGNED TO MEET THE MINIMUM LOADS AS SPECIFIED UNDER
DESIGN CRITERIA.
6. E.O.R. TO APPROVE TRUSS DESIGN CRITERIA PRIOR TO MANUFACTURING.
7. ROOF SHEATHING SHALL CONSIST OF 1/2" NOMINAL APA SPAN RATED, EXPOSURE 1
PLYWOOD OR ORIENTED STRAND BOARD NAILED TO SUPPORTS WITH Bd NAILS @ 4"
SPACING ALL PERIMETER FROM FASCIA 4' BACK, 4" O.C. @ EDGE & 6" O.C. IN FIELD; 4'
BOTH SIDES OF RIDGE, 6" O.C. ALL OTHERS.
8. GABLE END WALLS AND EXTERIOR WOOD FRAMING SHALL BE SHEATHED WITH 1/2"
NOMINAL APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B. THE SHEATHING SHALL
BE ATTACHED TO FRAMING MEMBERS WITH ad NAILS @ 6" SPACING UNLESS NOTED
OTHERWISE.
9. PLYWOOD SHEATHING ON ROOF AND EXTERIOR WALLS SHALL BE INSTALLED WITH
THE LONG DIMENSION HORIZONTAL AND STAGGERED,
10. ALL PRESSURE TREATED LUMBER AND PLYWOOD SHALL BE S.Y.P. NO. 2, 19% MAX.
M.C., PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS Cl AND C2 WITH
A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5, FIELD -CUT
MEMBERS SHALL RECEIVE A BRUSH -APPLIED PRESERVATIVE.
11. BEARING WALLS SHALL BE FRAMED WITH 2X4 S.P.F. NO. 2 LUMBER @ 16" SPACING
WITH DOUBLE TOP PLATES. ALL NAILS, SCREWS AND BOLTS USED IN CONSTRUCTION
OF THE LOAD BEARING STRUCTURE SHALL BE COMMON. DEVIATIONS TO THE
FASTENERS SPECIFIED ON THE PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR
TO INSTALLATION.
12. DEAD VALLEYS TO BE FRAMED WITH MAXIMUM 2'-6" WIDTH.
ROOFING
I. ROOFING SHINGLES MUST COMPLY WITH THE APPLICABLE PROVISIONS OF ASTM D
3161 CLASS F OR D 7158 CLASS H OR TAS 107 AND UNDERLAYMENT MUST COMPLY
WITH ASTM D225 OR D4869 TYPE 1 OR 11 WITH A MINIMUM SLOPE OF 2:12. USE
DOUBLE UNDERLAYMENT FOR SLOPE 2:12 TO 4:12 PER R905.2.7. FASTEN SHINGLES
W/12-GAUGE GALVANIZED ROOFING NAILS (MIN. 3/8" HEAD) PER ASTM F-1667. NAILS
MUST PENETRATE ROOF SHEATHING PER R905.2.5 FBC 6th EDITION (2017),
RESIDENTIAL, WITH A MINIMUM (4) NAILS PER STRIP SHINGLE OR (2) NAILS PER
INDIVIDUAL SHINGLE.
2. OPTIONAL CLAY TILE ROOF MUST COMPLY WITH APPLICABLE PROVISIONS OF ASTM
C3167. UNDERLAYMENT MUST COMPLY WITH ASTM D226 TYPE II, ASTM D2626, ASTM
D1970 OR ASTM D6380 MINERAL SURFACE ROLL ROOFING. ONE (1) LAYER
UNDERLAYMENT FOR SLOPE 4:12 OR GREATER PER R905.3 FBC 6th EDITION (2017),
RESIDENTIAL,
3. METAL ROOFING TO BE MINIMUM 26-GAUGE & INSTALLED PER MFG.
SPECIFICATIONS TO MEET DESIGN PRESSURES AS SPECIFIED,
4, VALLEY FRAMING SHALL BE MINIMUM 24" WIDE OF CORROSION RESISTANT METAL
PER TABLE R905.2.8, FBC 61h EDITION (2017), RESIDENTIAL. INSTALL ALL FLASHING
PER R905.2.8, FBC 6th EDITION (2017), RESIDENTIAL.
HVAC
1. PASSIVE RETURN AIR FLOW TO BE PROVIDED BETWEEN ALL ROOMS WITH AIR
CONDITIONING PER CHAPTER 4, FBC 6th EDITION (2017) MECH-CODE. (MINIMUM 50
SQ. IN.) MAINTAIN A MINIMUM V CLEARANCE UNDER DOORS. ALL BEDROOMS WITH
A/C SUPPLY IN WALK-IN CLOSET OR BATH WILL HAVE PASSIVE A/C GRILL ABOVE DOOR
(MIN. 40 SQ. 1N.).
2. NO DRYER VENTS WITHIN 10' OF OUTSIDE AWC UNITS OR 3' OF OPENINGS TO
BUILDINGS.
3. ALL HABITABLE ROOMS ARE TO HAVE GLAZING OF NOT LESS THAN 8% OF THE
FLOOR AREA (WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE
OUTSIDE) OPENABLE AREA OF NOT LESS THAN 4% OF THE FLOOR AREA FOR
VENTILATION. EXCEPTION: MECHANICAL VENTILATION AT THE RATE OF 35 AIR
CHANGES PER HOUR OR WHOLE HOUSE VENTILATION SYSTEM PROVIDING OUTDOOR
AIR AT A RATE OF 15 CFM PER OCCUPANT.
4. AIR HANDLERS INSTALLED IN ATTIC WILL MEET REQUIREMENTS BELOW:
4.1 THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET OF
AN ATTIC ACCESS,
4.2 A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN
WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY.
4.3 THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR
HANDLER.
4.4 A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE
HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC.
S. AIR HANDLERS LOCATED IN THE GARAGE MUST HAVE A MINIMUM OF 26 GAGE
SHEET METAL WITH A MINIMUM R4.2 INSULATION WRAP.
EXTERIOR SHEAR WALLS
1. SHALL BE SECTIONS OF BLOCK WALLS WITH BOND BEAM AND BETWEEN
DOWNPOURS WITHOUT ANY OPENING WITHIN THIS SECTION LARGER THAN 2 S.F.
GABLE END WALLS
1. ALL GABLE END WALLS WITH SPAN 24' OR GREATER TO HAVE A BOND BEAM WITH
(2) #5 RE -BAR TOP COURSE AND (1) #5 RE -BAR BOTTOM COURSE. WALL TO ALSO
HAVE HORIZONTAL JOINT REPLACEMENT @ 16- O.C.
GARAGES & CARPORTS
I. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY
NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS
ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT, GARAGE
FLOOR SURFACES SHALL BE OF APPROVED NON-COMBUSTIBLE MATERIAL.
2. ALL DOORS FROM GARAGE TO LIVING AREA TO BE SELF -CLOSING,
3. NO OPENING SHALL BE PERMITTED BETWEEN THE GARAGE AND A SLEEPING AREA.
OTHER OPENINGS SHALL BE EQUIPPED WITH SOLID CORE DOOR 1-3/8" MIN.
THICKNESS (20 MIN. FIRE -RATED). ANY DUCT WORK IN THE GARAGE OR
PENETRATING THE WALLS OR CEILING SEPARATING GARAGE FROM THE MAIN HOUSE
SHALL BE MIN. 26-GAUGE SHEET STEEL AND HAVE NO OPENING IN THE GARAGE.
4, GARAGE DOORS MUST HAVE PERMANENT COMPLIANCE LABELING AFFIXED TO
DOOR.
BUILDER NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS
ENFORCED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS WORK.
2. THE CONTRACTOR SHALL VERIFY THAT THE STRUCTURE IS CONSTRUCTED WITHIN
THE CONFINES OF THE BUILDING PARAMETER.
3. THE CONTRACTOR/OWNER-BUILDER SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION. ANY DISCREPANICES SHALL BE BROUGHT TO THE ATTENTION OF
THE DESIGNER PRIOR TO CONSTRUCTION.
4. THE FLOOR PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO
CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT.
S. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.
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ENGINEERING SEAL:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET THE LOADING REQUIREMENTS
OF THE 6th EDITION OF THE FLORIDA
BUILDING CODE (2017), RESIDENTIAL
AND ASCE 7-10 FOR STRUCTURAL
ELEMENTS ONLY.
JANET B. DUNLAP, P.E.
8530 U.S. HIGHWAY 1, SUITE 9
MICOO FL 32976
PROFESSIONAL ENGINEER # 62809
SHEET NAME
DETAILS & NOTES
DRAWN CHECKED
BY: DNK BY: AFP
DOCUMENT DATE: 5-Jul-18
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ARVIIIIIIIIII
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Strong-TieCOMPONENTS
RM BUILDING COMPONENTS
SIMPSON
TRUSSES@RMBCLLC.COM
DO
NOT
SET
TRUSSES
USING
THIS
LAYOUT
USE
LAYOUT
DELIVERED
WITH
TRUSSES
TO SET
TRUSSES
LUS24
4-10d
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HUS26
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4-16d
4-16d
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*Attach hangers to 1—ply girders
w/ 1 1/2' 10d nails.
*Attach hangers to 2—ply girders
w/ 16d nails.
*Truss manufacturer supplies hangers
for truss to truss connections.
*AIL hangers connecting trusses to
building structure are determined by
buildin_qdesigner and supplied pby builder.
WARNING
Do not lift single trusses with spans greater than 30'
by the peak. Do not attach cables, chains or hooks
to the web members. Refer to BCSI 1-03 Summary
Sheet provided for proper handling, installing and
bracing methods.
ATTENTION FRAMERS/CONTRACTOR
Trusses are not to be cut or altered for any reason.
If there is a problem, you must follow the procedures
listed below:
(1) Notify RMBC immediately.
(2) Secure proper Engr rgrd for any repair.
RM BUILBING COMPONENTS will not honor any backcharges
unless authorized by a RMBC Representative
Roof trusses are not designed for additional attic
storage loads, unless noted otherwise.
Attic frame trusses noted as storage/mechanical
rooms are designed with additional 30 PSF BC LL.
Att' f t t d tf 1'
REVISION
DATE DESCRIPTION
Am
TC LL
20 PSF
R`TC DL
10 PSF
BC DL
10 PSF
TYPICAL
O BC LL TYPICAL
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ATTIC STORAGE
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ATTIC Llgght A,GE..
BC LL AS NOTED
R
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ATTICLIVINGSPACE
DURATION
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DEFLECTION
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WIND SPEED
170 MPH
2017 FLORIDA BUILDING CODE
ASCE 7 10 CAT II,
Enctosed
EXPOSURE
C
MEAN HEIGHT
15' 0"
TC LL
XX PSF
TC DL
XX PSF
BC DL
XX PSF
30 TOTAL LOAD
XX PSF
10 DURATION
100
R
s DEFLECTION
L/360
c rame russes no a as a is ivmg space
are designed with additional 40 PSF BC ILL.
S H E E T 1
MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ,.„,»., „.... . ..... ..... ,.»..,..,....
ENGINEERING BEFORE IHEY ARF SET --�-�- �-�-
.» » _ LAYOUT TECH
WARNING! Inadequate size and/or fastening of bracing ENGR TECH:, ---,-
material is a major cause or erection dominoing. FILENAME OOi280 _
Any party who cuts or damages a truss shall be S1Wg---
responsible for securing the engineering required
for the repair and for subsequent costs.
For proper installation of truss to truss connections, i
refer to hanger installation guide for attachment purposes.
This truss placement diagram is for the use of the
fabricator, general contractor, and truss erection
contractor. It is not intended to be a substitute for
a framing plan, which is the responsibility of the
architect or engineer of record to provide.
Trusses are designed in accordance with the
ANSI/TPI 1-2014 National Design Standard for metal
plate connected wood truss construction.
Refer to BCSI 1-03 Summary Sheet for bracing
& truss design dwgs for additional permanent bracing.
FIELD BRACING is not the responsibility of the truss
fabricator, truss designer, nor plate manufacturer.
Persons erecting trusses are cautioned to seek
professional advice regarding erection bracing which
is always required to prevent toppling and dominoing.
It is the responsibility of the builder to provide
adequate access roads into and through the site
for the safe delivery of trusses.
WARNING! The consequences of improper handling,
erecting, and bracing may be collapse of the
structure, or worse, serious personal injury or death..
IMPORTANT
Approval of this truss placement is necessary
before production can begin. Verify all dimensions,
spans, pitches, overhangs, elevations, and bearing
conditions. Acceptance of this truss placement
assumes total responsibility. The trusses will be
built in strict accordance with this placement.
SIGNED
*TRUSSES ENGINEERED BY OTHERS*
RM BUILDING COMPONENTS
5220 US HWY 1 #305, VERO BEACH, FL 32967
OFFICE: ( 772 ) 321-2387 JOB #00280
Drawn By: RM
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SIMPSON
QTY.
ONNECTOR
CAPACITY
FASTENERS
TYPE
LOCATION
(LBS.)
U.O.N.
(LBS.)
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lO
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1800 MAX.
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1
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7O
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2480 MAX.
SEE DETAIL"M" ON FRAME DETAILS
O
FRAME
4200 MAX.
SEE DETAIL "M1" ON FRAME DETAILS
O
TRUSS
935 MAX.
WS-26
1
935
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10
TRUSS
1550 MAX.
HUS-26
1
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11
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120/L.F.
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@ 24" o.c. ENTIRE GABLE
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5000
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9400
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2
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(P)
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BLOCK
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SET BOLT
14
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HILTI "X-DNIMX" @ 12" D.C.
BEAM
15
CONCRETE
27 00
HETA-20 1
1
2700
2 STRAPS EA. BEAM
COLUMN
w/ 12-10d EA. STRAP
ALL TRUSS THI WALL INDIVIDUAL G ER/TRUSS
* EQUIVALENT USP = HTA20-18
4* EQUIVALENT USP = MTWR
NOTES:
1). USE SIMPSON HETA-20
TRUSS TO MASONRY U.N.O.
2). USE SIMPSON MTS-16
ALL TRUSS TO FRAME OR BEAM U.N.O.
3). ALL TRUSS TO TRUSS CONNECTION
PER TRUSS ENGINEERING PACKAGE.
= ==== 2X4 LATERAL BRACE
2X4 CROSS BRACING
�k
E ME
PROVIDE CROSS BRACING WITH THREE (3)
TRUSSESS AT EACH END OF BUILDING AND AFTER
EVERY (10) TRUSSES BOTH SIDES OF BUILDING AS
SHOWN. USE (2) 16d NAILS AT EACH
INTERSECTION / CONNECTION. ALSO PROVIDE
CONTINUOUS 2 X 4 LATERAL BRACE BOTH
SIDES OF BUILDING AS SHOWN.
INSTALLATION OF TRUSSES &
BOTH TEMPORARY AND PERMANENT
BRACING PER HIB-91
- LEFT SIDE OF TRUSS
U LDING
COMPONENTS
RM BUILDING COMPONENTS
SIMPSON Strong -Tie
TRUSSES a@RMBCLLC.COM
DO
NOT
SET
TRUSSES
USING
THIS
LAYOUT
USE
LAYOUT
DELIVERED
WITH
TRUSSES
TO SET
TRUSSES
LUS24
4-10d
2-10d
HUS26
14-16d
6-16d
HGUS26
20-16d
8-16d
HHUS26-2
14-16d
6-16d
HGUS26-2
20-16d
8-16d
HUS28
22-16d
8-16d
HHUS28-2
22-16d
8-16d
HGUS28-2
36-16d
10-16d
THA422
22-16d
6-16d
THAC422
22-16d
6-16d
LUS410
8-16d
6-16d
HUS46
4-16d
4-16d
HUS48
6-16d
6-16d
LTHJR/L
12-10d
,"ry _ P_imo
,,,,
oAttach hangers to 1—ply girders
w/ 1 1/2" 10d nails.
oAttach hangers to 2—ply girders
w/ 16d nails.
oTruss manufacturer supplies hangers
for truss to truss connections.
oAII hangers connecting trusses to
building structure are determined by
buiidinq desiqner and suDDlied by builder.
WARNING
Do not lift single trusses with spans greater than 30'
by the peak. Do not attach cables, chains or hooks
to the web members. Refer to BCSI 1-03 Summary
Sheet provided for proper handling, installing and
bracing methods.
ATTENTION FRAMERS/CONTRACTOR
Trusses are not to be cut or altered for any reason.
If there is a problem, you must follow the procedures
listed below:
(1) Notify RMBC immediately.
(2) Secure proper Engr rqr d for any repair.
RM BUILBING COMPONENTS will not honor any backcharges
unless authorized by a RMBC RPnresentntive_
°Roof trusses are not designed for additional attic
storage loads, unless noted otherwise.
°Attic frame trusses noted as storage/mechanical
rooms are designed with additional 30 PSF BC LL.
*Attic frame trusses noted as attic living space
are designed with additional 40 PSF BC LL.
MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER
ENGINEERING BEFORE THEY ARE SET,
PWARNINGI Inadequate size and/or fastening of bracing
material is a major cause or erection dominoing.
,Any party who cuts or damages a truss shall be
responsible for securing the engineering required
for the repair and for subsequent costs.
'For proper installation of truss to truss connections,
refer to hanger instollotion guide for attachment purposes.
,This truss placement diagram is for the use of the
fabricator, general contractor, and truss erection
contractor. It is not intended to be a substitute for
a framing plan, which is the responsibility of the
architect or engineer of record to provide.
Trusses are designed in accordance with the
ANSI/TPI 1-2014 National Design Standard for metal
plate connected wood truss construction.
Refer to BCSI 1-03 Summary Sheet for bracing
& truss design dwgs for additional permanent bracing.
FIELD BRACING is not the responsibility of the truss
fabricator, truss designer, nor plate manufacturer.
Persons erecting trusses are cautioned to seek
professional advice regarding erection bracing which
is always required to prevent toppling and dominoing.
It is the responsibility of the builder to provide
adequate access roads into and through the site
for the safe delivery of trusses,
WARNING! The consequences of improper handling,
erecting, and bracing may be collapse of the
structure, or worse, serious personal injury or death.
IMPORTANT
Approval of this truss placement is necessary
before production can begin. Verify all dimensions,
spans, pitches, overhangs, elevations, and bearing
conditions. Acceptance of this truss placement
assumes total responsibility. The trusses will be
built in strict accordance with this placement.
REVISION
DATE DESCRIPTION
REFERENCE
SHEET I OF
LAYOUT TECH: RM
ENGR TECH: RM
FILENAME: 00280.dwa
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ENGINEERING SEAL;
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET THE LOADING REQUIREMENTS
OF THE 6th EDITION OF THE FLORIDA
BUILDING CODE (2017), RESIDENTIAL
AND ASCE 7-10 FOR STRUCTURAL
ELEMENTS ONLY.
TRUSS LAYOUT
JANET B. DUNLAP, P.E.
8530 U.S. HIGHWAY 1, SUITE 9
MICCO FL 32976
PROFESSIONAL ENGINEER # 62809
SHEET NAME
DRAWN (CHECKED
BY: DNK By: AFP
DOCUMENT DATE: 2-Jul-18
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BEARING ELEVATIONS
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RM BUILDING COMPONENTS
SIMPSON Strong -Tie
TRUSSES@RMBCLLC COM
HEIGHTS A.F.F. OF MAIN HOUSE I
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
VL
� I
AUG 202018
per" -sitting Departrnent
Isr g.ucie county,
- LEFT SIDE OF TRUSS
SIMPSON HANGERS
QTY
I TYPE
CARRYING MEMBER
I CARRIED MEMBER
LUS24
4-1Od
2-1Od
HUS26
14-16d
6-16d
HGUS26
20-16d
8-16d
HHUS26-2
14-16d
6-16d
HGUS26-2
20-16d
8-16d
HUS28
22-16d
8-16d
HHIJ 8-2
22-16d
8-16d
HGUS28-2
36-16d
10-16d
THA422
22-16d
6-16d
THAC422
22-16d
6-16d
LUS410
8-16d
6-16d
HUS46
4-16d
4-16d
HUS48 6-16d
6-16d
LTHJR L
12-10.4
HIP = 4-l11
-Ox 1/' 11 2 10d
Attach hangers to 1—ply girders
w/ 1 1/2" 10d nails.
•Attach hangers to 2—ply girders
w/ 16d nails.
•Truss manufacturer supplies hangers
for truss to truss connections.
All hangers connecting trusses to -
building structure are determined by
building designer and supplied by builder.
WARNING
Do not lift single trusses with spans greater than 30'
by the peak. Do not attach cables, chains or hooks
to the web members, Refer to BCSI 1-03 Summary
Sheet provided for proper handling, installing and
bracing methods.
ATTENTION FRAMERS/CONTRACTOR
Trusses are not to be cut or altered for any reason.
If there is a problem, you must follow the procedures
listed below,
(1) Notify RMBC immediately.
(2) Secure proper Engr rgr'd for any repair.
RM BUILBING COMPONENTS will not honor any backcharges
unless authorized by a RMBC Representative.
oRoof trusses are not designed for additional attic
storage loads, unless noted otherwise.
•Attic frame trusses noted as storage/mechanical
rooms are designed with additional 30 PSF BC LL.
•Attic frame trusses noted as attic living space
are designed with additional 40 PSF BC LL.
IeMULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER
ENGINEERING BEFORE THEY ARE SET.
WARNING! Inadequate size and/or fastening of bracing
material is a major cause or erection dominoing.
,Any party who cuts or damages a truss shall be
responsible for securing the engineering required
for the repair and for subsequent costs,
,For proper installation of truss to truss connections,
refer to hanger installation guide for attachment purposes.
This truss placement diagram is for the use of the
fabricator, general contractor, and truss erection
contractor. It is not intended to be a substitute for
a framing plan, which is the responsibility of the
architect or engineer of record to provide.
Trusses are designed in accordance with the
ANSI/TPI 1-2014 National Design Standard for metal
plate connected wood truss construction.
Refer to BCSI 1-03 Summary Sheet for bracing
& truss design dwgs for additional permanent bracing.
FIELD BRACING is not the responsibility of the truss
fabricator, truss designer, nor plate manufacturer.
Persons erecting trusses are cautioned to seek
professional advice regarding erection bracing which
is always required to prevent toppling and dominoing.
,It is the responsibility of the builder to provide
adequate access roads into and through the site
for the safe delivery of trusses.
,WARNING] The consequences of improper handling,
erecting, and bracing may be collapse of the
structure, or worse, serious personal injury or death.
IMPORTANT
Approval of this truss placement is necessary
before production can begin. Verify all dimensions,
spans, pitches, overhangs, elevations, and bearing
conditions. Acceptance of this truss placement
assumes total responsibility. The trusses will be
built in strict accordance with this placement.
SIGNED
REVISION
DATE DESCRIPTION
REFERENCE
LOADING
TC LL
20 PSF
R
TC DL
10 PSF
0
BC DL
10 PSF
0
BC LL TYPICAL
ATTIC W/O STORAGE
10 PSF
F
BC LL AS NOTED 20 PSF
ATTIC LI ht STORAGE
BC LL A NOTED
ATTIC IVINGSPACE
40 PSF
DURATION
1.25
DEFLECTION
L/240
WIND SPEED
170 MPH
2017 FLORIDA BUILDING CODE
ASCE 7-10, CAT. II,
Enclosed
EXPOSURE
C
MEAN HEIGHT
15'-0'
TC LL
XX PSF
F
TC DL
XX PSF
L
BC DL
XX PSF
0
TOTAL LOAD
XX PSF
0
DURATION
1.00
R
DEFLECTION
L/360
SHEET I OF 1
LAYOUT TECH: RM
ENGR TECH: RM
FILENAME: 00280.dwg
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