HomeMy WebLinkAboutBuilding Plans14 TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX 4:11 f DRAWINGS
R316.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE
I TERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES
TERMITE PROTECTION SHALL BE PROVIDED, REG S
BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFTERMITE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 30DO PSI (COLUMIS AND BEAMS), A SLUMP OF 5"
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202,
PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63.
FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020)
REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS.
FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST
3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACE'WAY.
NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 3443
CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES
4, CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A;1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAII AT LEAST ONE CROSS WIRE WITHIN
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 3iS44)
SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16)
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD.
6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC. DEFORMED BARS FREE FROM RUST,SCALE & IL &SHALL MEET ASTM 615, ASTM A70
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13)
NOTES:
OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, S WIRE OR PLASTIC SUPPORTS. TOP
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION
2018 EDITION
REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS BE SECURED IN PLACE BY
WOOD FRAMED CONSTRUCTION MANUAL
1. METHOD OF TREATMENT SHALL. BE APPROVED BY THE GOVERNING JURISDICTION "BOR4A COR"
USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED All BE AS PER DETAIL MS05 ON
APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION
PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE
LINTEL PLAN PAGE.
AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16
WITH THE BUILDING DEPARTMENT
7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IFCOiORACTORS WISH TO USE A DIFFERENT
ALUMINUM DESIGN MANUAL- 2015 EDITION
2, PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD
EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL.
1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE
ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION
8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDINGCODE 7th. EDITION (2020) IS TO
ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY
3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTHIN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE
HAVING JURISDICTION.
PLAN THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH.
2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE
EXTERIOR COVERING
MASONRY WALL CONST,
WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE:
(A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C904D14, WITH AMINIMUM NET COMPRESSIVE
(B) LOCAL STATE AND FEDERAL BODIES
R703.7 EXTERIOR PLASTER.
INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C3053, OR ASTM C1787
STRENGTH OF 2000 PSI If m = 2000 PSI )
2. .MORTAR SHALL BE TYPE "S' , CONFORMING TO AS iM C270-14A.
DEFLECTION CRITERIA
AND THE PROVISIONS OF THIS CODE.
3. COARSE GROUT SHALL CONFORM TO ASTM C476-1b WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
R703.7.1 LATH.
OF 3000 PSI SLUMP W TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION.
4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
ROOFTRUSSES*
LL/360
TL/240
COMMMENTS:
LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE
5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT,
ROOF RAFTERS
LL/180
TL/120
LATH SHALL BE ATTACHED WITH 1-1/2" LONG, It GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2- LONG, 16 GAGE
WHICH EVER IS LESS. REINFORCING SHALL SE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE.
ROOF RAFTERS (W/O CLG)
**
LL/360
TL/240
TL/240
STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED.
6. REINFORCING STEEL SHALL BE LAPPED PER DETAIN MSOS ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
FLOOR TRUSSES/ BEAMS
LL/360
LL/480
TL/240
7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF
FLOOR I -JOIST***
*TL MAX 2" UP TO 4OFT SPAN
R703.7.2 PLASTER.
GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF
8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
**TL MAX 3/4"
CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY,
9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS.
*** TL MAX 1/2"
CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER
10.. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14.
FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED
It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL
GENIE RAL OOF LOADING
TOTAL THICKNESS IS AS SET IN TABLE R702.1(1).
CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE
SHINGLE
METAL
TILE
HEAVY
OFTHE TYPES LISTED IN R703.7.2.
WOOD CONSTRUCTION
ROOF (PSF)
ROOF (PSF).
..ROOF (PSF)
ROOF (PSF)
1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE
TOP CHORD LL
20
20
20
20
WATER -RESISTIVE BARRIERS
WATERa7ESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER
WATER-RR703.7.ESISTIVE BARRIERS
END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL
TOP CHORD DIL
7
7
15
25
WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE
AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2.
2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND
BOTTOM CHORD LL*
0
0
0
0
INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING
FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS
BOTTOM CHORD DL
SO
10
10
10
(INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS
3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION
37
37
45
55
DIRECTED BETWEEN THE LAYERS.
SHIELDS. ALL HOLES OVER 1" 1N DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
TOTAL (PSF)
BOTTOM CHORD LL (OPT)
4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
R703.2 WATER -RESISTIVE BARRIER.
WITH ASTM D226 FOR TYPE 1
VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D,
CBA-A.OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
ATTICS W/ LIMITED STORAGE
20
ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING
FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL
5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
ATTICS W/ HEAVY STORAGE
50
EXTERIOR WALLS, NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
6. UNTREATED WOOD SHALL NOT BE IN CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS
* ATTICS W/ NO STORAGE
10
THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6
WITHOUT WOODEN TOP PLATES.
(NON CONCURRENT)
INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER RESISTIVE BARRIER
7. SEE PLAN FOR STUD PACK AND BEAM NAILING PA RNS
NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN
MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE
BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND
B. ALL ENGINEERING LUMBER TO HAVE TFOLLOW1 1G MIN VALUES U.N.O.
HE
PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN.
APPROVAL FROM FOR OR INDICATED ON PLAN
BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS
9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:
-
DESCRIBED IN SECTION R703.1.
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR DEBI
FLOOR SHEATHING: T&G A-C GROUP 1 ARA RATED (�48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE.
GENERAL FLOOR LOADING
R703.4 FLASHING.
FLASHING VINYL FLASHING SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED
SS$ RATED 058 EXPOSURE 1
WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPO LIRE 1 OR 15/32 R E
A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL
TOP CHORD LL
40 (PSF)..
COMMMENTS:
WIND LOADING CRITERIA
WIND SPEED (ULTIMATE)
160 MPH
WIND SPEED (ALLOWABLE)
124 MPH
EXPOSURE CATEGORY
B
BUILDING RISK CATEGORY
11
BUILDING TYPE
V
ENCLOSURE CLASSIFICATION
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND
FOR 2 STORY HOME IS 30FT
ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS
AND CLADDING WIND PRESSURES AND SUCTIONS
FOR MEAN ROOF HEIGHT � 30 ft
EFFECTIVE
WIND PRESSURE
WIND PRESSURE
WIND AREA
AND SUCTION (PSF)
AND SUCTION
(SQ FEET)
(+) VALUE DENOTES PRESSURE
DIAGRAM
(-) VALUE DENOTES SUCTION
AREA
®
O
(+> 27.6
(+) 27.6
10
(-) 29.9
(-) 37.0
(+) 26.5
(+j 26.5
20
(-) 28.8
(-) 34.4
D 0
Q
50
(+) 24.8.
(+) 24.8
(•) 27A
(•) 31.1
0 0
(+) 23.4
(+) 23.4
100
(•) 25.7
(•) 28.8
DIAGRAM
GARAGE DOORS*
SOFFIT-0
W-0" x 7'"
16'-0" x 7'.0"
O 51.3
(+) 24.3
(-) 27.5
-) 26.0
GENERAL PRESSURE NOTES
NOTES:
1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.
2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS.
* INDICATED. PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES,
OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS140MPH OR GREATER
OU
AND IS CONSIDERED TO BE IN THE WIND$ RIVE DEBRIS AREA. CONTRACTOR TO
PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING.
1
COVER SHEET
2
FLOOR PLAN
3
FOUNDATION PLAN
4
ELECTRICAL PLAN
5
ELEVATIONS
6
TRUSS LAYOUT
S-1
LINTEL PLAN
S-2
DETAILS
S-3
DETAILS
S-4
DETAILS
S-5
PRODUCT INFO SHEET
WP
WATERPROOFING DETAILS
M-1
HVAC
�T O RR
F
s
J, S iA
Jy; eio
W
; U
pF
C7
LO?;ti
% M1L
N *0,
IS IQca
! c
T
m
�
I
g 4 0 ro
g r,Df
g
'
8 at!
f? r
APPROVED METAL
FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) ^ q - g�ti m � N q E w a
INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING .BOTTOM CHORD LL 0 (PSF) SEE F. 00P".. PLAN FOR :ACTUAL PRESSURES A11 '� m •�� a
SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES s
IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) a - $ P
BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER
6LL 111111,2
SELF -ADHERED MEMBRANES USED AS. FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN WITH THE LATEST EDITION OF "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING
PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE P? a n a W m o< J
800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, `� Z d a d
800C12O AAMA C92, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: p a
E 0 c� y�0
MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $$ IS
v
TO THE SURFACED THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON. THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) o
APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF)
• EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. c wvnv.wsac.cwa
6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES iO
• INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 50 (PSF) O
•UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z �
• CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - o
• WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOODfRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL HAND RAILS (d) 200 (PSF) Z N
CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMB N 50 (PSF) d
¢ 'd
• N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) J ' --
• AT WA BUILT-IN GUTTERS, E SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) y
STAIRS 40 (PSF) - 1°
UPLIFT CONNECTORS FOOTNOTES _
Z N
d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q) O ro
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR
TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE N07 ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w G
NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U
0 i
MORE INFO. (Dow g ,
N c y
FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE:
It Is the Intent of Designer/Engineer listed In the titleblock of these O - N 8
1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAW BE SUBSTITUTED WITH 1/2". DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. s o
ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed
3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to
PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. _ d
2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED. AS INDICATED. prevent error. The Builder and all subcontractors are required to _o
THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITHSE SECTION R308 OF. THE FLORIDA CODE review all the information contained in these documents, prior to ¢ d m RIB.
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR TTH EDITION (2020) RESIDENTIAL. the commencement of arty work. The ions,oDesfgnemisinterpr are not '
PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omisslons,or misinterpretations
DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to MS _H �.9
3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the
TO FOOTING). , . CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents- Any questions regarding the
4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A'x 21A" TITENS 70 FOR THE INDOOR. AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146
MASONRY AND.(7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LISS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLEQ Assuranoe Manager immediately. No backcharges will be considered
E OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced OULF BREEZE, E LO PARKWAY
MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" 71TENS ONE EACH SIDE PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER
NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH. PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563
Payments will be made in accordance to the terms of the agreement
DIVISION LOCATION:
MISSED, CONTACT THE FOR FOR SUBSTITUTION. q 4
CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E
5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS. MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V I Job information:
16d x 2-1/2• NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6w EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT REVIEWED FOR
FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS.
I
T". LUCIE GOUNT� i_
MASTER REVISIONS `�l
DATE DESCRIPTION Q ° CMF CIN IN DAMS 1 iJ 1✓ LS
Of Northwest Florida® o
m mn A
." .. o
_. 0 J FL W = V
J m (A Cn
FILE Copy Tj Model Name / Number:
000 GULFB EE E P GULFBREE E, FLOMDJA �3 '�3 1S20
Plan Issue Date:
Monday, January 11, 2021
VI KA PROJECT NUMBER:
MIDDEL 1820 2a9a3s
Sheet: � Of
COVER SHEET
BEARING WOOD WALL SCHEDULE
STUD
CONNECTION & FASTENERS
LUMBER
UPLIFT
SPACING
SPECIES
CAP:(pl0
TOP
BOTTOM
NO
F
is"
(2)18d TOENAILS
(2)16d TOENAILS
SPF
UPUFT
16"
SP2 W/(GyIOd
SPi W/ (%10d
SPF
402
STUD,(6)10d PLATE
STUD,(4)1Ad PLATE
16•
(2) SP2 W/ (6)10d
(2 SP1 W/ (6)10d
SPF
803
D IRI ISM PLATE
S'ND, 4 1Dd PLATE
NO
13W4
16"
(2)16d TOENAILS
12)16d TOENAILS
SYP
UPUFr
BW5
SP2 W/ (61-10d
SPS W/ (6)40d
18"
STUD, 8 10d PLATE
STUD 4 10d PLATE
SYP
439
(2) SP2 W/ (6) SOd
SPi W/ (6)-10tl
BW6
18"
STUD 8 lOd PLATE
STUD 4 SOd PLATE
SYP
878
NO
BW7
12"
(2) 166 TOENAILS
(2)16d TOENAILS
SPF
uauFr
BW8
SP2 W/ (6)-10d
SPS W/ Mylod
12"
STUD, (0) 10d PLATE
STUD, 4 10d PLATE
SPF
535
(2) SP2 W/ (610d
SP1 W/ (6),10d
BW9
12"
STUD, (6)10d PLATE
STUD, (4) Lod PLATE
SPF
1070
BW10
12'
(2)16d TOENAILS
(2)Led TOENAILS
SYP
0
BW11
SP2 W/ (6).1od
SPi W/( ylod
12"
STUD,. (8) 10d PLATE
STUD, (4j 10d PLATE
SYP
586
13W12
(2) SP2 W/ (6) LOCI
SPS W/ (6)-Wd
12"
STUD, 6 10d PLATE
STUD, 4j Lod PLATE
SYP
1170
BW13
NOT USED
OUBLE 21 TOP PLATE
TOP OF WALL r L
SEE -PLAN 1� MASONRY WALL OR
ICF WALL. SEE PLAN
2x STUDS PER
DOUBLE 2x HEADER PLAN/ SCHEDULE
SEE FLOOR PLAN FOR ABOVE
MIN SIZE. SEE WF09/S3
FOR CONNECTION INFO.
IF HEADER IS WITHIN WALL
INDICATED ABOVE WITH --SEE MSO3/S1 FOR
NO UPLIFT CONNECTORS BRG WALL TO
INDICATED IN WFO9 CAN MASONRY WALL
BEIGNORED. CONNECTION INFO
2x MID -SPAN BLOCKING CONNECTORS
W/ (2) 12d TOENAILS O TOP & BOTTOM
EACH END FOR WALLS PER PLAN /
TALLER THEN 8-0SCHEDULE ABOVE
F.F. SEE FOUNDATION
PLAN FOR MORE
2x P.T. W/ 1/2" A B O 32" O.C. W/ 7" INFO
EMBEDMENT OR 1/2" XT R. W/ SIMPSON SET W/ SW- SHEARWALL
MIN. 7" EMBEDMENT PAST STEP DOWN, ', REQUIRES MIN
ALT.: SIMPSON 1/2" TITEN HD O 32" O.C. " 7/SB" OSB PLYW'D
W/Sd NAILS AT 4"dc
RAL IN HELD AND EDGE.
S ESAM EEMBED ENS BRG. WALL DETAIL
GENERAL NOTES
1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO.
2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN,
3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED
4. SP4, SPB AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND
SP2 INDICATED IN SCHEDULE ABOVE
5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE
WPoB/331 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO
FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY)
6. IF "SW' IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REWIRES MIN.
7/18" OSS PLYWOOD W/ Sd NAILS AT 4" O.C. INFIELD AND EDGE 70 (1) SIDE OF WALL
7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE
ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE
8. IF THE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7; BWIO THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE
PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WALL
NOT REQUI RE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE.
9. SP3/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE SAID INTO THE PLATE TO ACHIEVE THE
TABLE LOAD. SOd= 0.148" DIA. x 3" LONG
COLUMN SCHEDULE
MARK
COLUMN SIZE
(BASE) CONN. & FASTENER
UPLIFT(Lb)
(3)2x4#2 SPF
(4)-led TOENAILS
0
(3) 2 x 4 #2 SPF.
DTT2Z W/ 1/2" WEDGE
4Y
ANCHOR 1" X 1 & (S) / 1/
2145
FrC74
SDS SCREWS
(3)2 x4:SYP #1 -OR -
(4)-Led TOENAILS
0
DTr2Z W/ 1/2" WEDGE
2145
(4) 2 x 4 SPF #2
ANCHOR* & (8)1/40 X 1.1/2"
SDS SCREWS
675
4x4P.T.#2
ABIJ44 W/5/B"AIR**
r_ 655
SYP POST
&(12)-16d NAILS
6 x 6 P.T. #2
ABU66 W/ 5/8" ATR**
G -12000
CB
SYP POST
& (12).- Lad NAILS
U - 2300
8x 8 P.T. #2
ABU86 W/ (2),- 5/8' ATR**
G = 24335
CT
SYP POST
&(18)-led NAILS
U=2320.
CB
8.5 x 3.5 P.L.
1.8E Fb=24DO PSI
11DUS8082.5 W/ (141)1/4" x
21/2' SDS WS & 5/8" EPDXY
5645
(WOLMANIZED IF FXT.)
ANCHOR, OR ATR"
3.5 x 5.25 P.L
HDU58DS2.5 W/ (14)1/4" x
C9
1.8E Fb=2400 PSI
21/2' SDS WS & 5/8" EXOPY
5645
OLMANIZED IF .1
ANCHOR, OR ATR**
C10
3.5 x 7 P.L.
S.SE Fb-2400 PSI
HDU8SDS2.5 W/ (20)1/4' x
21/2' SDS WS & 7/8" EPDXY
6970
MOLMANIZED IF EXT.)
ANCHOR RATR***
C11
5,25 x 6.25 P.L.
1.6E W-2400 PSI
HDUB-SD32.5 W/ (20)1/4" x
21/2'. SDS WS & 7/8" EPDXY
7870
(WOLMANIZED IF EXT.)
ANCHOR, OR ATR***
7 x 7 P.L.
HDU&5DS2.5 W/ (20) 1/4" x
12
WOM 20
EXT.
WEPDXY
7870
IF
ANCHOR, RS ATR*++8"
GENERAL COLUMN NOTES
1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO.
2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN.
3. NAIL BUILT UP STUDS PER DETAIL WF37/SS
4, MINIMUM BOLT EMBEDMENT:
5- EMBEDMENT FOR 1/2' ATR
6" EMBEDMENT FOR 5/8' ATR
a -EMBEDMENT FOR 7/8" ATR
5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT
REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT)
6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION
7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAYBE SUBSTITUTED FOR ANY
P.T. SYP POST NOTED IN THE PLANS
COMMON NAIL vs. PNEUMATIC GUN NAILS:
COMMON NAIL
DIX / LENGTH
PNEUMATIC GUN
COMMON w. GUN
APPUCKTION
NAILDIA-LENGTH
NAIL SPACING
ad
0.131' X 2 %'
0.131' X 2 %'
SEE PLAN RING
SHEATHING
SHANK ON ROOF
ROOF & WALLS
Sod OR 12d
0.148" X 3"
0.131" X 3'
SEE PLAN
BLOCKING & TOE
OA48" X 314"
0.131' X 3+4"
NAILS & TOP PLATE
12d
0.148" X 3 b4'
OA31' X 3' A'
8' O.C.(COMMON)
SAID WALL
8 0 C. GUN NAIL
CORNERS "
10d
0.146" X 3"
0.131' X 3
8 0 C.(CDMMON)
STUD PACK
6 0 C. GUN NAIL
COLUMNS
16tl
0.162" X3+h"
0,131' X 3 M
(2)16D(COMMON)
SEE PLAN
(3) ISO ( GUN NAILS)
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
H1
(2) - 2X6 #2 SYP
SEE GENERAL HEADER NOTE #5
W/ 112' FLITCH PLATE
THIS SHEET
O(2)
- 2X8 #2 SYP
SEE GENERAL HEADER NOTE #5
W/ VT FLITCH PLATE
THIS SHEET
H3
(2) -2X10 #2 SYP
SEE GENERAL HEADER NOTE #5
W/ 1/2" FLITCH PLATE
THIS SHEET
H4
(2)-2X12#2 SYP
SEE GENERAL HEADER NOTE #5
W/ 1/2" FLITCH PLATE
THIS SHEET
(3) - 13/4" X 11 114
ATTACH TOGETHER WI (2) ROWS 1/4"X 31/2'
H5
LVL 2.0E Fb=2600 PSI
SDS WD SCREWS @ IW D.C. TYP. EACH SIDE
HB
(2)-1314-X 9114
ATTACH TOGETHER WI(3) ROWS IW X 31/T
LVL 2.0E Fb=2600 PSI
I SDS WD SCREWS @ IW O.C. TYP. EACH SIDE
HEADER SUPPORT NO- OF JACKS &
STUDS RED. AT OPENINGS
OPENING
2x4 WALL
2x6 OR 2X8 WALL
JACKS
KINGS
JACKS
KINGS
SIZE
EA. END
FA. END
EA. END
I EA. END
(1)
(2)
(1)
(2)
4'-0 9'-0'
(2)
(3)
(2)
(2)
10'-0"-161-0"
(3)
(4)
(3)
(4)
GENERAL HEADER NOTES
1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
2. IF HEADER IS ON THE 1St FLOOR SEE PLAN FOR BEARING WALL TYPE AND
FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED
CORRECTIONS LINO ON PLAN
3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER
CONNECTION FOR REQUIRED CONNECTIONS.
4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL
WF37/S3
S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS
AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER.
6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE
7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
BEAM SCHEDULE
MARK
BEAM SIZE
CONNECTIONS
(2)-2 x 8 #2 SYP W/ 7/16"
CONNECTION: PROVIDE (2)
OSB FUTCH PLATE. NAIL
SIMPSON LSTA18 OR (2)
U
BEAM TOGETHER USING (2)
SIMPSON HTS20 TO WOOD POST
ROWS OF 12d NAILS O 12"
OR (2) SIMPSON HETA16 TO CMU
O.C. TYP EACH SIDE
COL U.N.O. ON ROOF PLAN.
(21-
2 x 10 #2 SYP W/ 7116"
CONNECTION: PROVIDE (2)
R1TCH PLATE. NAIL
SIMPSON LSTA24 OR
BEAM
BEA
USING (2'
SIMPSON HTS20 TO WOOD POST
ROWS
OF 12d HAETHER
OF NAILS O 12'
OR (2) SIMPSON HETA16 TO CMU
O.C.
EACH
TYP EACR SIDE
COL U.N.O. ON ROOF PLAN.
I)
2 -2x12 #23YPW 7116"
!
CONNECTION: PROVIDE 2
O
M OSB
FLRCH PLATE. NAIL
SIMPSON LSTA24 OR
BEAM
N
TOGETHER USING
SIMPSON HTS20 TO W000 POST
O
ROWS
OF NAILS ®12"
2"
OR SIMPSON HETA16 TO CMU
12)
O.C.
EACH
TYP EACH SIDE
COL. U.N 0 ON ROOF PLAN. - - -
(2)- 1 3/4' x 111/4" LVL
CONNECTION: PROVIDE (2)
2.0E Fb=2600 PSI. NAIL BEAM
SIMPSON LSTA24 OR (2)
M4
TOGETHER USING (2) ROWS
HTS20 TOWOODPCST
1/4" x 31/2' SDS WOOD
OR I CMU
OR C2) SIMPSON HETA16
016' O.C. TYP.
..COL. U.N.O. ON ROOF PLAN..
N.
EACH SIDE-
EACH
�pina/
(2) -13/4" x 117/8' LVL
2.0E Fb-250D PSI. NAIL BEAM
TOGETHER USING (2) ROWS
CONNECTION: PROVIDE (2)
SIMPSON LSTA24 OR (2)
SIMPSON H 0 TO WOOD POST
1/4" X 31/2" SDS V4000
OR (2) SIMifSON HETA36 TO CMU
SCREWS O 16, O.C. TYP.
COL U.N.O. ON ROOF PLAN,
EACH SIDE
(2)-13/4"x16'LVL
2.0E Fb=2B00 PSI NAIL BEAM
CONNECTION: PROVIDE (2)
lyj
TOGETHER USING 42) ROWS
SIMPSON LSTA24 OR (2)
1/W x 31/2" SDS WOOD
SIMPSON KT820 TO WOOD POST
SCREWS O 16" O.C. TYP.
OR (2) SIMPSON HETA18 TO CMU
EACH SIDE
COL. U.N.O. ON ROOF PLAN.
GENERAL BEAM NOTES
1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED
(MIN. 4" BEARING EACH END)
2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS
S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT
WRITTEN APPROVAL FROM THE E.O.R.
HOSE
BIBB
O
2
NN
V
12'-10"
8'-0"
NEC
13'-0"
IM
5'-4" �)
25 SH A/
PREC
TTOM @ 6'-8"
_ _ _ _
119GREW
EGRESS '
12'-10"
13'-0"
13'-10"
20
2 0
o
LMI��OWNER'S
BEI)ROOM
BEDROOM #2
Y
VAULT DEICING o
ILIN
VAULTED C
VAULTED CELI'.3 3
-, 4d 3
Q <
aQ
C
'4
3
DO
o
ti
C2
---------- - ---
G.T.--
------
- �--
��
--- ---
m
7'2" 2,-0"1 3-8 --
- 7-2`
0
1,$.
------
12'lt"
H1 1
H2 2) 3050 SH
,.. 2668 2668
1
2868
1
8' CLG. _
t2-R/1SH
m �' p
U
1
I
W/ BASE PLATE
P1 d
ATTACHMENTS 1Io W 1
m
w
d BATH 2 do W y
OET BRG. WALL Ito M
WW VAULTED CLG cE(n
m $0
DETAIL m N
1
$
3,-6. 5--8. 118 FAMILY
1 18
ROOM I '
10' CEILING
26
e II
�
0 o
2668
I
W.I.C.Y
2x6 WALL q
VTR ' dB
10' CLG.
in
c
Bo
O(P
-
?P
E
BEDROOM #3
1R/SSH
4
I 4
�.
VAULTED CEILING
i
12'-8" 13'-4"
m
��i q,-0• i.7-8-
3,-4"
3.-8„
Y
w
i
o_ xi"' -'-'""'in
3'5' BTH
o
a 3 X 4
w
9'-4" 1 3'-4` _#
VAU AED CLG.
F.G.
SHWR
5068
36" "FLAT , I I
iv
8' CLG. i W
_
TOP ON 34sfz" ,','� `•_----------* ------------------
WALL
1R/1SI1
0/W
'� RANGE
DBL. HOOD
PROVIDE PLATFORM
SINK
FOR HVAC UNIT
' VERIFY SIZE WITH
m
MFGR
'
KITCHEN
DINING ROOM
a 0
VAULTED CEILING
VAULTED CLG.
>
09
in
12'-10" 7'-4"
8' 7" 3 8"
2668
O
? ,
r _ _,� REFRIG. e
r - q
�i
I� Q III 1�
NOOK
z,
I L 3 �J J -
VAULTED CLG.
JL
-I
43 1
I
LAUN-_-'�
- -
y
10' CLG. I j w pppp '
I V) Q N '
a v
o Lo
it
w
L
868
DEN/ FOYER
" STEP DN
HANSON BOX
WH•
ry 10' CEILING
BEDROOM #4 0
DRYER VENT - -- ---
VAULTED CEILING
THRU ROOF
ADD INVERTED
MAX LGT 35'-0" ;PULL ON. STAIRS
HIP w/ISELEV. W 9
m `22Vz=X54"-----+
S3
DO OTT:
BUILDER TO PROVIDE
N
H1
A
APPLIANCE
PROTECTION IF
BY MUNICIPALITY.
REQUIRED
SEE
SHEET 4 FOR DETAILS
! v /(2) CRESS
NSPEE
TRANS.f'i
2 CAR GARAGE
m N ao I ip E 10N
8' CEILING
a
4
10.-6. 2'-10" '�' 6'-4" S1
0
20•_0' `v
EGRESS
ENTRY
10' CEILING
SEE ELEVATION FOR "
OWINDOW SIZE &STYLE
D uHIM
q
- LINE OF GARAGE DOOR ___
___________
BM3 ELEV. "H
--T--------- " -
-----T--
B" & "D"
1 G.T. (ELEV B" ONLY)
1
16"SQUARE
COLUMN TOP @ 91-0"
' DG4
'
I
1
1
H1
'
'
1
16 x 7 OVERHEAD DOOR.
13'-4"
- 6'-4"
2'-0'
16'-0"
2'-0"
20'-O"
39'-8"
FL( OR PLAN
SCALE: 1/4" =1'-0"
ALL ELEVATIONS
VERIFY
LOCATION
W/ BUILDER
rtHOSE
BIBB
Q
N
N
iv
160 MPH OPENING PRESSURES
� ENCLOSED -EXPOSURE B
U +27.6 / -29.9 6 +27,6 / -37.0
+26.5 / -28.8 O +26.5 / 34.4
+24.5 -27:1 F' +24.8 / -31.1
O+24.3 / -27.5 O +23.3 / -26.0
NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND
SPEED. THE WIND PRESSURES. LISTED ABOVE ARE
'ALLOWABLE" PRESSURES
WALL LEGEND
FRAMED WALL
BEARING FRAME WALL
ALL 2X EXTERIORWALLS W/EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE ACT AS
SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR
STUD SPACING AND GRADE.
MASONRY WALL
GENERAL NOTES
1. R302.5.1 Door from garage Into house must be a
minimum 13/8" solid wood door, solid or
honeycomboore steel door, or 20 Minute fire rated door.
2. Bathroom exhaust fans must vent to the exterior of
the building, exhaust to attic space and Soffits is not
acceptable. Ventilation shall be permitted to exit through
the soffit If solid soffit Is Installed 5'-0" on each side of
the venting.
3. R302.6 The garage shall be separated from the
residence and it's attic as required by Table R302.6.
From the residence and attics by not less than 1/2-inch
(12.7mm) gypsum board applied to the garage side.
Garage beneath rooms shall be separated from all
habitable rooms above by not less than 5/8 inch
(15.9mm) type X gypsum board or equivalent. Where
the separation is a floor -calling assembly, the
structure supportingthe separation shall also
protected by not less than 1/2 Inch (12.7mm)
gypsum board or equivalent.
4. R312.2.1 Window sills In dwelling units, where the
top of the sill of an operable window opening Is located
less than 24 inches above the finished Floor and greater
than 72 Inches ab
ove the finished grade or other surface
Wow on the exterior of the building, the operable window
shall Comply with one of the following [3 listed methods].
5. R308.4.2 All windows Within 2'-0" of doors and In
shower or tub areas will be safety tempered glass.
6. Calling for exterior entries and covered porches to
have 7/16". Span rated OSB nailed per zone On
roof diagram nailing schedule or 5/8" COX
IX T&G acceptable for substitution.
7. EC: R402.2.4 Access doors from conditioned spaces to
unconditioned spaces (e.g., attics and crawl spaces)
shall be weatherstripped and insulated to a level
equivalent to the insulation on the surrounding
surfaces.
S. M1502.4.5 Duct length
The maximum allowable exhaust duct length shall be
determined by one of the methods specified In sections
M1502.4.5.1 through M1502.4.5.3
9. Ceilings for exterior entries and covered porches to be
7/16" OSB on underside of roof trusses shall be
attached to all framing members with 2x blocking
perimeter. The OSB shall be attached w
provided at Pe / 8d
nails at 6" O.C. field and 4" O.C. at edges or 7d screw
shank 3" O.C. field and 4" edges. Vinyl ceiling to be
attaches to OSB per manufacturer specifications
RE -VIEWED FOR
OE COMPLIANT
,..PT. LUCIE^C�'.:.
//��
COUNT
BOCC
iLe COPY
AREA CALCULATIONS
let FLOOR
1820 S.F.
TOTAL LIVING (AC)
1820 S.F.
GARAGE
396 S.F.
COVERED ENTRY (BASE)
56 S.F.
COVERED PATIO/LANAI
137 S.F.
TOTAL AREA UNDER ROOF
2409 S.F.
`,11TT11111r1/T �,
�p
s7
ND
S10
Q
A a
`,J'dF''TT
➢ifo 1 j4'
�
C
m
m
a
C
O
m v o
5TC
F=F a
119
na N
y
US.
LL
W Uj9g -
t WWW.RcSENG.COM ❑ ❑ ❑
0 �2 B
z_o 8Z 8 O
Z .2
Q '�
ti Cn
Z n
M
w � i
o - �'
w
C
T6 U J
_ U
W MC)
PH44) o 0
- < N o 440
* :
FLORIDA COH)RACTORS LICENSE NO. CRC1330146
3000 GULFBREEZE PARKWAY
GULFBREEZE, FLORIDA 32563
_ DIVISION LOCATION:
PORT S'T. LUCIE
IVI Job Information:
1�
z
_
8
�
LO
rn
LiJ
i
W
R
y
m U)
f0
3j
O.
S.
m
o
a
o
O _3W
-n
(
`D"
o
_jcnv�cn
♦
Model Name / Number:
1820
♦
Plan Issue Date:
Monday, January 11, 2021
KA PROJECT NUMBER:
20-9735
Sheet: �/It' Of:.
i�
FLOOR PLAN
(*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24"
(*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24"
GENERAL FOUNDATION NOTES
CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR
CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR
UNLESS NOTED OTHERWISE
STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION.
STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION.
1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE
—REINF.
OPTIONAL CURB FOR 'I 'I F.F. VARIES
LAPPED MIN. 6^ AND SEALED.GRADE
SEE PLAN
MASONRY O ELEV. 0' 0 — - - —
�
2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS
.� *-,_,_^: ,x
W/ (1) - #5 BAR CONT " ' '
, -. I
OF FIBER PER CUBIC YARD RBERMESH/FlBERMIX ADDED TO THE
*
a0
_.
CONCRETE. IN ACCORDANCE.W/ MANUFS INSTRUCTIONS AND NER-284
' x
FOR FlBERMESH OR NER414 FOR FlBERMIX, OVER 6 MIL VSQUEEN VAPOR
BARRIER & TREATED FOR TERMITES.
PSI FROM FIR. TO
2 STORY: 20" X 20"
3 - • INDICATES FILLED CELL W/3000 CONC.
REINF.. W 3 - #5 CONT,
BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTT
SEE PLAN r
DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB.
16" (2) #5
REBAR
.
" (2) # 5 REBAR
16
4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR
BEARING
RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS.
6 EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE
' U.N.O.ON PLAN.
FM01
SINGLE STORY FTG
1/2"=1'-0"
FM02
SECTION @GARAGE
1/z'=ro"
`6 NO WOOD STAKES PERMITTED IN FOUNDATION.
7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED,
REINF
SEE PLAN — Ff
8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE
— - —
SECTIONS R403AAA THROUGH R403AA.2.
•"•_-.-� e -
9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT
QO
THROUGH SLAB
10 PROVIDE 4" 5TEPDOWN TO SIDEWALK FROM ENTRY
REBAR CONT.
L
11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION:
2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION
REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR
EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE
- ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF
FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX.
DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN
FM03 I THICKENED EDGE 1/2" EQUAL URS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED
ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL
(*) SLOPE MAY VARY 24" MAXIMUM DEPTH. _ __ _ _.... BEARING CAPACITY OF 2000PSF.
IF GREATER THAN 24" CONTACT FOR OR
REFERENCE FMASW FOR STEM WALL OPTION
PROVIDE 13" WIDE FRONT WALL
RECESS AT GARAGE OF GARAGE
DOOR. EXTEND 6" BEYOND
F.O.M.EACH END, TYP.
I GAR. FIN.FLR.
x (
ALIGN DRIVE W/ BOTTOM OF _
RECESS & PITCH DRIVE R 2 STORY: 20" X 20"
4" CONIC. DRIVE W/ 1/2" EXP W 3 - #5 CONT.
JOINTS 10" O.C. TYP. 18" (2) #5 REBAR
FM09 I SECTION @ GAR. DOOR 1 1/2"="-0'
2X BRG. WALL
2 STORY: 20" X 20" (SEE FLOOR PLAN
FOR MORE
INFORMATION)
SEE PLAN
FOOTING SCHEDULE
MARK
SIZE
DEPTH
REINFORCING
GRAVITY
CAP. Ilbsi
F10
1'-0" X CON:'.
1'-0"
2 #5 E.W. BOT.
2000
F2 0
2'-0" X TV
1'-0"
3 #5 E.W, BOT.
T200
P2 5
2'6" X 2'6"
1'-0"
3 #6 E.W. BOT.
11000
FS:O
3'-0" X TV
1'-0"
4 #5 EM. SOT.
15600.
F3.5
316" X 316"
1'-0"
4 #6 E.W. BOT.
21500
F4.0
4'-0" X 4' 0'
1'-0"
5 #5 E.W. BOT.
28"
F4.5
4'6" X V6"
1'4"
5 #5 E.W. BUT.
34500
0
F5.0
5'-0" X 5'-0"
1'4"'
6 #5 E.W. GOT.
42600
f8.0
51-0" X 8-0"
V4"
7 #5 E.W. GOT.
61500
4" 16" 4" 245 REBAR
FM11 STEP DOWN BRG. FM12 STEP DOWN NON BRG. 1/2' = s'-0"
SEE PLAN
OPTIONAL CURB SLOPED GROUT o_ SEE PLAN
OR MASONRY AT TO DRAIN 4"x 4"x 16" C FW- TYP. SEC.
ELEV. 0'-0" WITH CURB to
(1) #5 BAR CONT. (G.C. VERIFY) a
F.F. REINF. m 6
(SEE PLAN) 2 45 CONT.
INSTALL LINING - 2 #5 BENT BARS W/
MATERIALS PER
" h N MIN. 25" LAP SPLICE
FBC-R P27( .2 •' '°• "'°
MUDDED FLR. lk 16"
SLOPED TO DRAIN MIN.
#5 CONT.
FM14 SECTION @ RECESS SHOWER 1 1/2" =1'-0- FM18 TYP. STEP FIG. DETAIL 1/2" =1,-0-
ALTERNATE: REINF
GRADE
THE REINF. 13ARS SHALL BE SEE PLAN
CONTINUOUS AROUND CORNER #5 ENT REINF
BY COLD BENDING THE BAR WITH SEE END. FOR
MIN. BAR LAP OF 25" QUANTITY OD
45 X 25" X 25" o c
CORNER BAR ONE N£
FOR EA. HORIZ. iv
REBAR, TYP. U.N.O. .
(2) #5 REBAR
16"
4"PVC SLEEVE
THRUFOOTING
` A/C CHASE
*r,;•':;:,.•:::,,;;;:,.,•;;:.;•.( 2STORY: 20"X10"
W/(3) - #5 CONT.
FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o" FM23 TYP. FIND PENETRATION 1/2'=1'-0'
STEMWALL SCHEDULE
FOOTING DIMENSION MAXIMUM
STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.)
HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL
0'-0"-2'-0' 8" 101, 16" 20" W/ (2) #5 BARS <674# 6'-81.
>2'-0"3'-4 10.1 101, 20" 24" W/ (3) #5 BARS 674# 5'-4"
>3'-4"-4'-O" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0"
W/ (5) #5 BARS CONT.
>4'-0"-5'-4" 16" 16" 48" 48" 1162# 2'-8".
& #5 @ 18" O.C. TRANSV.
SEE FOUNDATION PLAN
FOR F.C. SPACING ABOVE
SLAB LEVEL
NOTES:
1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, IAMBS, WALL
INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM
n +
SPACING STATED IN SCHEDULE
SEE CHART Aev. -MAX.F.C.
2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND
SPACING (O.C.)
A A `
WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND
W.W.M. TO BE TIED TO #5
`.vERr, F.C. A&v, FDN,
#4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO
CONT. REBAR
(1) #5 HORIZ. CONT. TIED TO
PER PLAN SPACING
TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM
EA. VERTICAL REINF. BAR
EE NOTE
3. IF STEM )S REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO
#4 TURN BAR 0 STEM
#9
CONSTRUCTION FOR MORE INFORMATION
WALLS GREATER THAN
4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK
4'-0" "
1I
<= "
FILLING IS TAKING PLACE
(1) #5 HORIZ. CONT. TIED TO
EA. VERTICAL REINF. B
+1.c.
5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16"
1
v
O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-O"
FIN GRADE- S" MIN.
TO TOP OF
„ 6. n *
TALL (TYPICAL ALL CORNERS)
STRIP FrG, "
6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS
7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED.
coMPACTEo CLEAN FILL
�'
IN MAX 12" uFrs
°
8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS
STRIP PrG. w/QTY OF
"MIN. COVER .SEE NOTE
THAN 12 INCHES(305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE.
REINF. PER SCHEDULE
a b
WHERE APPLICABLE,THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO
(3 SHOWN)
SECTIONS R403.1.4.1 THROUGH R403.1.4.2.
9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL
FMASW
I STEM WALL SCHEDULE
NTS
LEGEND
-INDICATES SINGLE -STORY . FQORNG
®
-INDICATES TWO-STORY FOOTING
-INDICATES PAD FOOTING
OD
HOSE}
BIBB
O
I
00
(o
O
`a
0
It
m
�1
9Q, A"
12' 10"
13' 0"
1 13' 10"
3' S'
4' 0" 3' 10" 4"
4' 8" 1 3' 6"
4' 0" 1, 8"
■ ■ ■ ■ ■_______ _____________________
i
___ ____ ■ ■
■
"____.____
________________ -----
I
I
----------------------------------
I
,
3 3
I
c
'
FM11
i� FM1.1
ED—
;.
�ca,
g
�
� 3
1
1
U
I
F2.5 N
I
JIFF275
,
1
1
'
1
,
1
I
S P DN. 4"
1
-------------------------------
N
1
�
'I 1
I
I I
:TUB
,I (UNIT :
W.C.
LAV. Q
IL ,1 9C
o
bl
a
3'
1" 2' 8"�r-
i1
k
1
w
O
/ ♦ 1 1
�I
W0.
dD
n J
I f
r _ _ T
��
114UB STYLES*RIES
:
.
):,VERIFY DRAIM
I
1','WOCATION ;1 I
I
113X4
IF.G.
SHWR
1
',L _ J
L _._ _ t J
IF
24' 8"
/ /'"-----" 12' 10R
2 2R
irn
=T �l
(( D/W -
iSINK
,
1
�
,
'
2.2. 11„
:
PROVIDE CHASE
o
;
I
FOR FP
UNIT
Co
I
I
VERIFY LOCATION
I
I
'
C0
WASH
II III
I
' FM01
�\
_
'I
I
I
•.---- ---
1 --------------------'--'--._-'
------JJ I- - - - - - ----
1
L _IJ,
It
1
1
1
v
Q
1
' STEP ON. 4"
_ ^F
FM11
'
' FM12
- W.H:,
:
I
'
I
I
�
,
R
.--------------------'
-•
mi
S z
FM02 ,
1
1
w�
3
STEP DN. 51h'
1 6' 4'
I
20' 0"
I
I
1 OO W
'v
I
I
, UI
C.J. o
1
'
F
o
m
N
III xa
I
r
cc,o
2' 8"
,
7. 0" 3' 8„
I
I
1
:
F2.5 -----
I
■
o
,
- "-----
■ 1
1
,
:
I
,
I
�
1
:
1
3
�
:
N I FM09
,
in 3
.__
__________________ ________.______________
-
0009
111111111
1111111111111111
iiii■ ■ ■
(2) #5 BARS W/IN
EACH F.C. TYP. 0 EA.
13' 4"
6' 4"
2' 0"
SIDE OF OPENING 16' 0"
2' W
20' 0"
39' 8"
FOUNDATION PLAN
SCALE: 1/4" =1'-O"
ALL ELEVATIONS
O
M1
0
4
0
r•
-O
COMP. UNIT
fl
6D
;t
_THOSE
BIBB
0
1�
2lI kP' $ Fok
_.I ,J C II PLIANCL
:: T. L CIE COUNTv
OCC
FILE (uP )
I,���I f
L
``NIe�vpITO�
pQ'•--iys S eee
`C,f
a M
No N
w � •• F� E �..Q. Q4L �
eeei°r` I ON c
BB �1i1111111,
I b
C
gsg8gg13
W to o
I. 00 M1
g iF �k ip
g5�08� ii Ti W
a
g84g10 5 a a
9
a ` A yi
.s@0_�..�,
m � a a o9W09 MsaPLL
Zo y6'E��0 C gm�„agir. 8 E 7J
29
,= q' B V .FDSEN000M ❑ ❑ ❑
0
Z g
Z N p
Q N a
— u`Hi
Z N
Q(coQ
u w co
O w-1
cq
1$
u cn l o p
a <C C4 o to 440.
-DAMS HOMES
FLORIDA CONTRACTORS LICENSE N0. CRC1330146
3000 GULFBRE"EZE PARKWAY
GULFBREEZE, FLORIDA 32563
DIVISION LOCATION:
PORT ST. LUCIE
0
Z
' o I
C
Lo
lf)
m
as
ai
>
O
m
®_J LLJ
A
LO
o
LL
C:f1 . ^
' )
{JJ
rr
Mode( Name / Number
1820
Plan Issue Date: —
Monday, January 11, 2021
KA PROJECT NUMBER;
20-9735
Sheet:
Of:
FOUNDATION
PLAN
W
LOAD CALCULATIONS
COOLING GREATER THAN HEATING
GENERAL LIGHTING & RECEPTACLES
3 WATTS PER SQUARE FOOT OF LIVING
(THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS)
S.F. LIVING = 1820 x 3
= 5460
APPLIANCE CIRCUITS
RANGE 8500
OVEN NONE
MICRO / HOOD 1000
WATER HEATER 4500
WHIRL POOL 1250
WASHER 1500
DRYER 5000
DISHWASHER 1500
DISPOSAL 600
SMALL APPLIANCE CIRCUITS (3) 4500
BATH FANS 100 WATTS EACH 200
GEN UGHT'G & RECEPT. + APP. OR. = 34,010
SUBTRACT 100 % OF FIRST 1-0,000-10,000
A= 24,010
HVAC CIRCUITS
A/C ( AIR HANDLER & COMP.) 10,000
A/C ( AUXILIARY HEAT STRIP.) 10,000
B= 20,000
CIRCUIT CALCULATIONS
FIRST 10,000 AMPS @ 100% = 10,000
+ 40% OF "A" = (.40 x 24,010) = 9,604
+ 100% OF "B" _ (20,000) = 20,000
TOTAL WATTAGE = 39,604
WATTS DIVIDED BY 240 = AMPS
CALCULATED SERVICE AMPS = 165
ASSUMED
EDGE OF WALL
9
M 'H 2x6 WALL
(FLOOR TO CEILING)
2'.8"
USE 2 RED HEADS
TO ANCHOR WALL
FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S.
PLUMBING RISER
NOTE: ALL PLUMBING
RISERS ARE TO BE VERIFIED
w/ PLUMBING CONTRACTOR
11/2" VTR
n
HOSE
BIBB
INSTALL PAN
BOX PREWIRE
,
I
,
_ I
INSTALL FANS
BOX PREWIRE L .1
,
,
I
,
,
,
,
I
I
I
I
I
I
,
I
,
I
I
I
II
o CEN.'OF WALL i
z
3
I
a ,
Z
w ,
c1 ,
I \
I
I
I
I �
I
I
I
I
I
I
I
I
I
I
,
I
I
INSTALL FAN'
BOX PREWIRE
I
I
I
I
,
I
I
I
I
NOTE:
KEEP COACH LITES OUT
OF BANDING, QUOINS, AND
ROUND COLUMNS WHEN
POSSIBLE. REFER TO ELEVATION
FOR TRIM.
INSTALL FAN
WP BOX PREWIRE \
GFI \
,
---------------- ---- ---
II
II
II
CM I I
II
II
n -
,
Fl '
cFAN
_D,pQ_� I/
PREWIRE
COACH `\
LIGHT
/,
PINSTALL FAN
--"'--'---" : , --BOXPREWIRE
I
x '
I
I
I
I
I
I
I
I
I
0
,1 GRm GFJAOR IG11 %P226 GFIW WGFI
ISP i - - InI
I
FOR D/W MICRO/
, HOOD
I ,
cy
I
`r I GFI
.
IL_ �JI -----
L
I
I ]I I
220
4 _IJ
ELECTRICAL TT GFI @
PANEL 42" AFF
220 W.H.
'\ \ ATTIC ELECTRIC
cw.>
IF REQ'D BY CODE
w a
`\
C, w N
mvi
\
wU
w
Qzo
oOw
w W W
GFI CD GFI
i9&�
omaa
42" AFF
FOR GARAGE zo m N Q
DOOR OPENER w i w ¢ o
- m0a
08 p O w
Z J H o m
------------------------------------------------
I
i
I
I
I
i
I
I
- — - — - — - — - — - — - — - — - — - — - —
COACH COACH
TO SANITARY LIGHT LIGHT
SEWER
VERIFY
LOCATION
IN FIELD
J
C) W
F Z
�a.
W
J
W
ELECTRICAL PLAN
SCALE: 1/4" =1'-O"
ALL ELEVATIONS
D''I'S'I,CO�NNIGIR
IPP
ET W
u It
ELECTRICAL NOTES. UNLESS OTHERWISE NOTED.
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL)
KITCHEN 44" AFF
BATHROOM 39" AFF
LAUNDRY ROOM 36"AFF
EXTERIOR WATERPROOF 12' AFF
GARAGE GENERAL PURPOSE 42" AFF
RANGE 2* AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL,
WIRING & ACCESSORIES.
5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED
IN ACCORDANCE WITH UL 217
6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION).
7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION).
8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS
SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH
DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034,
STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND
VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION.
9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS
SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS
2.1. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN
A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED
BATTERY BACKUP.
12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING,
VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE.
13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE
PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14.
14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF
DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE
THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE
REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN
OUTLET EVERY 24". THE WIDTH OF THE SINK OH RANGE IS NOT TO BE INCLUDED IN THE SPACING
OF THE OUTLETS UNLESS THE DISTANCE FROM 7HE SINK OR RANGE 15 GREATER THAN 12" FOR
STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS.
ELECTRICAL LEGEND
® SMOKE DETECTOR
SINGLE POLE SWITCH
CARBON MONOXIDE/
$2
DOUBLE POLE SWITCH
SMOKE DETECTOR
COMBO UNIT
$3
THREE-WAY SWITCH
/�
FLOOD LIGHT
$4
FOUR-WAY SWITCH
QDM
DIMMER SWITCH
FLUORESCENT LIGHTING
(l
CEILING MOUNTED FIXTURE
TRACK LIGHTING
SCOUNCE ( WALL MOUNTED)
FIXTURE
o
CEILING FAN
110 VOLT DUPLEX OUTLET
110 VOLT SPLIT SWITCHED OUTLET
GROUND FAULT INTERRUPT
W
' 2
DOOR BELL CHIMES
(� WP
WATER PROOF W/ GROUND FAULT 0
(iy—
DOOR BELL
220 VOLT OUTLET
®
SPECIAL SERVICES OUTLET
D0
DISPOSAL
TV❑
T.V. CABLE OUTLET
L=
DISCONNECT SWITCH
TELEPHONE CABLE OUTLET
SP
PREWIRE SPEAKER
®
RECESSED LIGHTING
J
❑
JUNCTION BOX
WP
WATER PROOF
(D
RECESSED LIGHTING
THERMOSTAT
BATH FAN
O
LOW VOLTAGE LIGHTING
BATH FAN W/ LIGHT
C
INTERCOM SYSTEM
®
LED, DISC LIGHT
®
GARAGE DOOR
PUSH BUTTON
OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED
SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR
200 AMP SERVICE
200 = 2/0 COPPER OR 410 ALUMN,
IN 2" CONDUIT
METER MAIN
DISCONNECT
200 AMP A/C DISCONNECT
UNDERGROUND
SERVICE BY
POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS
TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI
PANEL # 10 COPPER TO WATER HEATER
# 8 COPPER TO RANGE
INTERSYSTEM # B TO HVAC
BONDING
TERMINATION 94 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER
a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH
b) BONDED TO CONTINUOUS FOOTING STEEL
ELECTRICAL RISER
NOTE: N.T.S.
ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH
APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET
LOCAL CODES AND THE LOCAL POWEF2 CO.
G=
m
to
�yMQB
a��LL.g
a
a
W
a
w
x
O
lu 2�.
it
W N 4En
m
m
�d
o
W
O
J
0
z
V/
— o o
Z N
gN �
a
ti
N
n�n,
O mm
W TCS
W c
'J9L'-
� Y
\N
V)
w
c
to
�
a®
asorN
U Nov
N 7
C�
C y
Q Nom
41mI
HOMES
:_DAMS
FLORIDA CONTRACTORS LICENSE NO. CRC1330146
3000 GULFBREEZE PARKWAY
GULFBREEZE, FLORIDA 32M
I PORT ST. LUCIE
IVI Job Information:
Ii
0
I—
Uj
�
M
O
O
@
O
N
m If)S
�
9
N
QJMLLJZ
m
o
J W ' ^
�/ , A
J
u7
U_
♦
Model Name / Number:
1820
♦
Plan Issue Date:
Monday, January 11, 2021
♦
KA PROJECT NUMBER:
20-9735
Sheet: 4
Of:
ELECTRICAL PLAN
VENTILATION CALCULATION
Formula = SF / 300 / 2 * 144 = net ad Inches ally for Intake and exhaust
0
�o
TOP OF BLOCK
I—— -
FIN. FLR.
12
6 t__
LITE TEXTURED DECORATIVE
CEMENTITIOUS COATING
FIN. FLR._j
2868 FRENCH
DOOR
9
DSL 25 SH I I I
48" OFF RIDGE VENT
REAR ELEVATION.
SCALE: 1/4" =1'-O"
BEARING @-ENTRY,
70P OF BLOCK
LEFT ELEVATION 111CIII
SCALE: 1/4" = V-O"
DEL 25 SH
)F
R. �
W OFF RIDGE VENT
;0
zo
bo
FIN. FLR.
48" OFF RIDGE VENT
Ij
33/2 SH
EIRG.@ ENTRY
TOP OF BLOCK
12
Soffit product provides
4.12
net sq in sf
Rl vent provides
18.00
net sq in If
Off ridge vent provides
138.00
net sq in sf
&erhang distance
1.33
ft
S.F. of Area to be vented (SF)
',2409
s.f.
Total needed for exhaust for upper 1/3
578
net sq inches
Total needed for intake (soffit area, lower)
578
net sq inches
Number of Off Ridge Vents for upper 1/3 needed
4
Lf', of Ridge Ve nt needed (can be used in combo with ORV)
32
Lineal Feet of Soffit needed to meet required
1051
11-ineal S.F. provided by plan
15KI
OF BLOC
LITE TEXTURED DECORATIVE
CEMENTITIOUS COATING
25 SH FIN. FLR.
RIGHT ELEVATION licill-
SCALE: 1/4" =1�0"
DBL 26 ARCH TOP SH
rEXTURED DECORATIVE
ENTITIOLIS COATING
- -t
C 0 ivi P L
bT. WCIE COM
BOCC
12
1 6
16" X 30" DECO
VENT TYP
ME COPY
V FRIEZE
11
IN
3068 DOOR W/ (2) 1068" 16' X 7' 32 PANEL
S.L. AND 16" H ARCH TRAN. OVERHEAD DOOR
ABV. DOOR STYLE MAY VARY
REFER TO SPECIFICATIONS
FRONT ELEVATION 1111CIII
SCALE: 1/4" =1'-O"
OF BLO(
\V�
�M
-�QRF?
A
us
Z) W
_j z
U
a V
CL
Lj
U)
0
0 Y
L LL
L2
z
6 cn
WM.FDSENG.CON
0 �2
z
z C4
z
Q)
Um
J2
U _*�
M
(Do 2
V) 6
L/)
U N E
tj OD
U cn
00
, :1�
< c,4 6 8b
FLORIDA CONTRACTORS LICENSE NO. CRC1330146
3000 GULFBREEZE PARKWAY
GULFBREEZE, FLORIDA 32563
DIVISION LOCATION:
PORT ST. LUCIE
V I Job information:
NO
0
(D
1H
ur)
LIJ
>
(y)
CL
(on
>
C)
0 _j LLJ
U0
_j LM (/)
0
V1
Model Name/ Number:
3.820
VI
PianIS5ueDate:
Monday, January 11, 2021
V
KA PROJECT NUMBER:
20-9735
Sheet:
5
Of:
ELEVATIONS
SEE D
G.C. TO PRIC
BLOCKING I
W/ AFA RE(
FOR SPAN F
7/16-OSB
SEE "HIP/R
BLOCKING"
** ALTERNATE SPAN RATED 32/16
SHEATHING MAY BE USED (32/16
IS THE SPAN RATING. THE SHEATHING
5/32" IS
BLOCKING
TIONS
CKNESS IS 15/3r'.) IF I
D, THEN THE ALTERNATE
QT RFQUIRFn AT HIP SEC
MIEN
MINN
MINN
III
mile
'PAIN
11110
BOTTOM CHORD GABLE END BRACING@ OP CHORD 2X4 #2 SYP
4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C. MAX
FOR FIRST (4) BAYS
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE RIEQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEEL
I TBOS I REQU- IRED MINIMUM PERMANENT TV I USS BRACING PLAN I I
ENGINEERED ROOF PER ASCE 7.16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH
C LADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 525ft
WIND SPEED (ULTIMATE)
1160.0 MPH
WIND SPEED (ALLOWABLE)
123-1
EXPOSURE CATEGORY
B
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
HIP ROOF
>20 10 45 DEG,
WIND AREA
VALUE DENOTES PRESSURE
[4;12]-112:12]
_E
z
(SO FEET)
VALUE DENOTES SUCTION
a=4ft
AREA
I ROOF
2e
2n
2r
3
3r
A LA-v
-51.06
-51.06
-51.06
10
GABLE
1 .37.00
1 -37-00
1 -58.99
1 -58.99
ROOF NAILINg SCHEDULS1 AILING ZONES (SHINGLE AND TILE)o
ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ i ON EDGEAND S' O.0 IN FIELD
ZONE 2e, 2n, 21r ASTM F1667 RSRS-03 (10d) NAILS @ 4'O.C. ON EDGE AND 4" OC IN FIELD
ZONE 3. 39. 3r. ASTIM F1667 RSRS-03 (10d) NAILS @ 4"O.C. ON EDGE AND 4"OLC IN FIELD
ROOF SHEATHING:
Q
SHINGLE: la,,w EXP. 11
I
TILL '32'EXP- 1 ("20)
NOTE,
1 PER CODE ASTM F1667 RSRS-01REFERENCETCSd(2 281 NAILS
d
.
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN =32", SHEATHING SHALL BE FASTENED
-*a4
WITH ASTM F1667 RSRS-W 10d i x 0.1311 NAILS OR ASTM F1667 RSRS-04 (3x.1201 NAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF
> 20 TO 45 DEG,
RAFTER W/ BLOCKING @ 16' D.C. IF NO DROPPED GABLE END. ATTACH 2X41 #2 SYP BLOCKING 14:12]-112:121
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
Vill BLOCKING PER NAILING SCHEDULE.
WALL SHEATHING MAY BE INSTALLED VERTICALLY 014 HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO ISE
ATTACHED 10 MI) AND OR BLOCKING AT ALL EDGES. A MINIMUM V
SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGi AND END
JOINTS TO ALLOW FOR EKPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN 1j'.
MAIL AT BASE 2 ROWS @ 41, D.C. W ad COMMON NAIL.
NAIL AT TOP PLATE TWO ROWS 0 e O-C. wl ad COMMON MAIL.
@ NAIL OPENING PERIMETER WY 12) ROWS a r O,r- wl ad COMMON NAIL.
@ NAIL INTERIOR AT 6'0.0. w/ ad COMMON Ni
STAGGER ALL VERTICAL JOIIrrS & NAIL @ r O.C.
wl ad COMMON i
0 PLYWOOD SPLICES III HEADER - NAIL SHEATH ING TO HEADER .1 Ed
COMMON NAILS @ 4'0.C. (2) ROWS @ TOP & BOTT-
@ (2) ad NALS, 0 3" O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF
GABLE END.
EXPO1IU%41',,
SHFATHIN
PROVIDEBLOCKING
AS REQUIRED PER
SECTION YX IF NOT
FULL Hi SHEET
G FLOOR SYSTEM
rNOTE. ad NAJ Ls FOR WALL SHEATHING MUST BE MIN .131 � X 2 1W.
0
DQRNOT OVERDRIVE MAI US: FASTENERS SHALL NOT PENETRATE
SU OT OVER
SURFACE MOIRE THAN Y
(2� 2x TOP PLATE BEYOND /-16132'IISBE131118URE1
SHEATHING
w
0
L
------------
1N�ALLSHEATHING --'-2� P.T. BASE PLATE BEYOND SEE
PLAN
2. RIBBON OR BLOCKING
BETWEEN FLOOR SYSTEM
VERTICAL HORIZONTAL
TALL PANEL BLOCKING
WALL ELEVATION DIAGRAM LOCATIONS MIN2X4 #2 SPF
TURNED VERTI W17116'
FLrrCH PLATE TO W1 (2) 12d
TOENAILS EAL END. MAILIFLITCH
318" 'S'= MAIL PLATETOVERTICALWl(4)8cI
N
SPACING AILS
314" 1/2"
112- S (2) ad Ni 0 3' O.C�
STAGGERED
S
VERTICAL SUMIONG
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X
TBJ.3 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES1 N.T.S. I
-----------
- - - - - - - - - - -
= -----------------
- - - - - - - -
-
SOUND ZI BLOCKING
ru 0
iff,
QALLSHEATHING w �j
EDGES m
'D
(SEE SECTION X-X)
:3 ��
C
0
it D it
w
1,1111
OPENING
OPENING
IL --- IL-Afl- --- Jill
W. 11,
u z
x
IL
tu
�2x STUDS BEYOND.
IIH
I!
SEE PLAN m
IIIH
11
Zi
z
RL
it 11
it it
----------
FOR TRUSS BRACING
AND ADDITIONAL
ROOF INFORMATION
SEE SHEET S-4
Is=
>
i
cy)
F
RAM
IBRG
TO I
FRAME
Ll
>
cq
S
CF
>
cq
7-
3/12 VLT
10'-0" CLG
3/12 VLT
(2)
D SA 1
101-01" CLG
3/12 VL
3/12 VL�T
10'-0" CLG
ODD SPACE
10.
3/12 VILT
3/12 VILT
81-o" CL G
-0, c
'CLG(O
In
>
cf)
z
T815
S-4
ODD SPACE
C 4
ODD SPACE
10'-0" CLG
BRIG. 8'-0" AFF
W/ KNEEWALL
TO 10'-0" AFI
GE15
S-8
TRUS.S LAYOUT INCH
81-o" CLG
Z�MLE; ij4 =i -v
4 GEOI
S4
TYP. U.N.O.
SIMPSON
- CONNECTOR SCHEDULE
USP - CONNECTOR SCHEDULE
AARK
TYPE
CONNECTOR Sk FASTENERS
SYP
CMNEGTM&�ASTENETES
INT
SW_
TRANSIT)
W (0)f M x I W' M
1410
HTAt6 W (111 IM �
im
1870
MASONRY
111ii W (%L! M A I w-
MIND, W (Ii - I Iw
o
1,11AME TO
H�W(li 535
so
RTMW(Vift MAIL$
515
585
FRANKE TO
HHAV113i I&Y Ims
IND
RTIi x I 1W
ME
1020
FRi
Kl(]X2YsNIEI1NxlVTAT21`LYTRUS6N WE
IUD
RTIS-2WfI6)lwxljrrAT2RYTRi
05
im
1 L
FTIAMETO
1dTS12wkl4)lWxllW(AT
rl'=Lmo) Sao
WD
1�2�L114)1()d 1 0 (A75XT1i
IDD,
%IN
F�E
LOCATI�INCUUDE(3)1
LOCADOM .11'E(3) mmmul)
MAMETO
vW�A2lDl0dNMAANDfAY kTA..117' =
USE
MUQTISAVEZIDIW�ANDW
XTR W
U30
M415
4b7
mA%Nw
MWOEDMENTw SIMPSM 'IlU' EPDXY
1ZMDCDKCWWSIM
a
FRAME TO
HTS20-92i X I LOOT EDITERIM 110
11110 i
�vW(24)INX I lir IATE)ITERIOR
Im
IND
FRAME
LOmTmMCLJME(3*I2dT0Ni
L�TRININ=mpp�TOENALS
I
F� 70
(E)HTff204L4NINx I 14FIAT E=R
;N!55
2w
(2) ,WEi.A48i IAi EECTEPHOR
2570
:IoEo
FRAME
LOQATIONINOUUU�(')"To
LOCATION INCLUM(SI12d MliNi (EA)
NW�WILIGLIWNAILSANI
R.
MAME M
WlrEAAfNEWEii A"M��ATIL
1
.112-EMHEDfiHENTWS1M�`1S7
]TIED
1i
MASONRY
EPOW(Hisi
EPMiMUliT3FORS-PLY)
FRAME TO
� w (19) 114" x SF SCS wom SCREWS
YA
4726
W U SW I F12) W 63 M --ODSUMM YES AN D
7100
MASON"
A� C4 IZ.W Fit EN M M�OR SKILLS
(4)3/4'xT�GE-SOLT
FRAME TO
&CF)W'x5!-lA-TT1EN2 175D
Mi
MASONW
(OEENMENOBELOW)
TO
(23 LGIV WDE) �W Si & (14) smi
40"
02)LW7sW(32)lWS"
31mm
31(1
'g IFRAME
MASONNY1
IW x 2 tM' TITEN is MY TRUSS) 321
M�
19'.7 IMEDG�LT P PLY Ti
MDD*
462�
FRANIE
M (28) 1 Ed 1i MR MAHE (FA)
� (Vj IW 914105AS FOR FR0E (EA)
-
MAME TO
M1JWC$WD4)I/q.YSOSSC 473HM
ai
WSW
70WM
MASMRYI
& (8) 301 TITEN (2 PLY1=8S) 11i
Midi
EQIEWS &(4)WXrWB(2�YTRuss)
NWHP
m�
FRAh-
'ME (EA)
OR(§Ml&$NKMFOR�E(M
I
SEAUTO
l�M
IlMliMlfi
1��'821
J�MRYI
FRAME
(1E)l14'.23PrTITEN(T0!i NEED
M (12) IM &PD IN (FOR FRAME)
umin
Sn"I'm
(l2)l1ex2SAVTAP�fT0W.)
M(12110d&(IHIWF��)
1101
Si
si
FIRPME TO
HETAN
1�LYW (10) 1 W A I 1� m Im
ZPLY W (12) 1& 2M
Im
NN
(swANOPli
1�y W (10) 1 M . 1 17 M
�LY*(12)144
is"
2`L30
FRAME m
MASON"
W�&SANDii SHE
Immiew/lEal TAi
m
HTSM20W(lGI1GdRAHJ1AW(4)1i m
7Ai
Il'o
1110
a pl w NALS, AND (4) 1)" m.
HT%vM wa�ii
OR
H�wj(j0)IN�1JSAMD(4)IWAlM-
WEDGE.DOLT
'43
Ila
Im
I22b
MASONRY
t1lWNARSAMD(2)Si 780
TTANHD
110
FRAMIETO
NIASONW
D=ZD 114-0 141
SOR (8)(1) 112- 0 XTA. �MED W1 1M
ON
I SHMPSM-
It"
ta wslb�o
SCREM AM (1) 10 6 A.T.R. EPOMED W1
Isio
I m
I
IR
0..
E
c
f
FLO
........
. 1�j S
1111111111"
o
FRAMISTO
7w,"D
AT.R.IiPOAEDWISI�Ti 1,375
(Mili.110TENIi
EM
MINEWTIE)mWiErm"Amom
(SEE�ftsmi
FRAME M
1AASONRY
1 �4 W ("D I' � IM' NAIUS AND (1) W K
ATR1SPDXIEDE/SMPSON%Er END
(SEEN(Yllli
-
COS
M46 W 111) IM X2 112 NA"
WaA.TP.WOXIWW1SIHfiPS0i
gissEwmNiii
4160
F RAW 10
FRAWi
HLOW(24) 10d.1 lir Nm-S TIES
sio
LUOTI W (2311& NALS
875
1046
Fli
�mw
I HiMpici 1XIii 760
SCREWS&(S)IW�VCTAP�NS
"WAvili Immuss;
(4)lWxIWTAPOON6
FRANi TO
MASQi
VQTW(j8)jPTA-sTaW0ODSCREWSA
(1) mi ATRL Emi w SHmmN �r �mm
wirmIKEMBIMMENT
Awo
2)YETj32)19NrWSYY0OF6CRFWS
:D 8170
a
-SEr MIN E �DMEIIT
INIAME TO
FRAME
W
2U--8D0= MIS
HDN-808i MEES
_T
WRFW5&(I)WFffA.T.R.
4EN
4EN
MUGTISW
lod=NAILS&H174W(18)
(I)IRFOA.T.R.
41N
TO
1, MAS
(2) HITS W(ai IW412- NALS A 075
C NOTE ') 'TS
(1) WO ATJL (ME NOTE A)
als,
IIPM
& (1) 500 kT.R (BEL NOTE A)
ME
flfi�� TO INTERIOR SEAPING WOOD WALLS I ai W (2) IN TOEMLS.
2. AU. TRIMS TO TRUSS CONNECTIONS ARE MWIlGi Eff TMSS MMUFAi Ui ON PLAIN.
3. Q� MAY USE EitICR SIMPSM OR � CONNECTIONS. titEE FRAMING RLAN � CONNECTOR OAL, OUT,
4. FOR SINGLE PLY TRUSSES, S� � FULL HFI(sHT WM 017-4" TO TROTS, NPNT� INERW (2) ROWS OF 100 NNILS E, 7 04. SITAGCEIRED.
& 17 WIN. AJA E�DM� @ CMU SONO BEAM U.N.O.
0 SECAS Ti CHORD W 4'� � SYP Q (MATCH CHOM LUMBEIR SM) W) Ill POM 10d FROM ENO & 4- O.C.
STAi CENTER AT CONNECTOR LOCATION AS
MUCH AS POSSIBLE.
W MINIMALMHWCTWUNOON�I�IN101
1 . CONNECTION FOR ALL WOF I FLOM TRUSESES, TO MASONRY Wi Iji ICT, WALLS UNO ON
2. WNW�l�AIM-ORa?'Q.C.PMMNGW�SFOR�l- USSES PAAAL�t TO MASONRY
WALLS SEE DETAIL F1112AS&I FOR W� INFMMATION
3. CONME"ON FOR PU_ HIP JACK (CCIWER JACIO TO MASONRY WALLS11i WAIJJIUNTELS
4. CO3Mi � Ali �N�S SIM BOARD TO TOP � �NRYAY W O.0 !AAX. W 12) AT EACH
CORNER. QC. TO VERIFY LOCATION DOES NOT CONFLICT wTJI OF APFUCABLE) LAYOLJT
WNNIECT ALL � TREUSSES TO DMEMOR RI WOOD WALUSEAMS W (2) 1� T�ILS
MINIdAL CONIAECTOR UNO ON FRAMING PLAN
ONMi WALL OR SEAM
MINIMAL CONNECTOR UNO ON FRAMING PLAN
ROOF FRAMING NOTES
1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE IRSHI SCHEDULE THIS
SHT. FOR SHI & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0' D.C. MAX OF
CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN
FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION.
2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/iG'- OSB
EXPOSURE I SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANELEDGES
ARE TO BE BLOCKED SOLID WITH 2YA #2 SYP WITH (3) 10d TOENAILS EACH END. THE
SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGE$ AND THEN
BE ON CENTER IN FIELD
3. FOR UNDERLAYMENT REQUIREMENTS SEE II
--- NOTE TO FRAMER ---
IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE
CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE
A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION On TRUSS
FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO
ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R.
RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL
TRUSS LAYOUT AND TRUSS SHOP DRAININGS, ADDITIONAL FEE'S MAY APPLY. STARTING
CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND
THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN.
IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT
IS REVISED W/OUT WRITTEN APPROVAL MOM FOS.
---- 1 -7
FOR TRUSS 13RACING AND ADDITI011'i
ROOF INFORMATION SEE SHEET S-4J
METAL DRIP EDGE
C.M.U. OR ICF WALL 2 x SUB -FASCIA
SEE TYP. WALL /1" ���ALUM FASCIA
2X4 Iii FASTEN TO
C.M.U. w/ 11/2' LONG
T-NAILS 0 2'-0" D.C.
SECURE J-CHANNEL
0 12" D.C.
L70N 4
/�Z-vN G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES
ii- SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE
[CAL SOFFIT SUP
F--- ITYP
b AR
w 00
III to 1 00
F to 00
Lu
A uj
mNio
R IS
Iml? w
�Ws 'o
IC13
IL
L
W�� ix o
PS`F z at
IS 0119. a Q- it
�g.l 1 0 0
In-
z
9 WWW.MSENG.CDM
T z
(D
t'� 7�Z
LIU 'C'
0 c
Ln
E
Zoo
t 2 q
ok I
X
d
A
..,�/A\ Ift A M 4= U ift RN N
FLORIDA CONTRACTORS UCENSE NO. CRC1330146
3000 GULFBIREEZE PARKWAY
GULFBREEZE, FLORIDA 32563
DIVISION LOCATION:
PORT ST. LUCIE
Fl Jobinformation:
0
isiss-
z
Lu
0
>
CL
(1)
(Y) Lo
F- L)
4)
>
R
0 LLJ
::D
to
-j M w
(n
V
I Model Name Nw rnber:
1820
VI
Pianissuei[late:
monday, January 11, 2021
V
I KA PROJECT NUMBER:
20-9735
Sheet: 6
ROOF PLAN C
LINTEL BEAM;
Trkp��
I COURSE LINTEL
BLOCK W1 1 # 5
NON-SHEARWALL SEGMENT
BAR & 30DO PSI
GROUT, MIN. 25"
LAP (ACI 530)
0 11111111111111
TYPICAL SHEARWALL SEGME14T
ALL SHEARWALL SEGMENTS
CONSIST OF A FILLED
CELL EACH END WTHOUT
AN OPENING BETWEEN.
FILLED CELL;
FILL BILK CELLS WITH 3000 P.S.I.
GROUT ONE #5 0 LOCATIONS
SHOWN ON THE FOUNDATION
GOING. SIAS SEE
PLAN AND FLOOR PLAN.
FOUNDATION PLAN
MIN. LAP 25- (ACI 530)
FOR M ORE INFO
I
TOP OF SLAB
TO
MS021
TYPICAL SHEAR WALL SECTION
N.T.S.
TYP. TIE BEAM W/3000 P.& I,
CONIC. W/1 #5 REBAR CDNT.
SIMPSON SP4 W/(6) - 10d X 1 1/2
//,—SPB OR SP8 FOR 2X6 AND 2X8 WALLS
\—DOUBLE 2xTOP PLATE
STANDARD HOOKS SEE
MS05 FOR MORE INFO
TYP. FILLED CELL W/30DO
P.S.I. GOING.
W/1 #5 REBAR VERT
INTERIOR BEA
INTERIOR SH2=AU-
EXTERIOR F E WALL
81- C,M.U.
2"x 42 SYP/SPF P.T. W/
"" I — X 8 "Y BOLTS OR
j�j 1'/2-1 � 6" EXPANSION
ANCHORS OR (6) 3" X 1/4'
TAPICONS OR
�8) 2 7/81' HILTI TIX-DNI
NAILS
2x 13ASE PLATE SEE
PLAN FOR MORE INFO
MS031FRAME (EXT/BRG/SH EAR) WALL TO N.T.S-
MASONRY CONNECTION DETAIL I I
20" MUN, LAP
#5 REINF
BAR
NFORCING
t,3 A�GR *4 REI—
BAR
*�q #4 LAP SPLICE
25- MIN. LAP
—3� 05 �REINFORCMNG BAR
#5 HOOK
#5 LAP BPI ICE
SCALEA"=1'-O"
�—MS REINFORCING BAR
AM I OF SPI ICE
I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T�S. I
A HMENT REOUIRE ENTS
SIZE
TAPCONS
SPACING
ROWS
2x4
1/4- X 2W"
12" GO.
i
2x6
1/4" X 2-W
12'0,C-
2
2x8
1/4" X 2-/ -
12.L 0C.
2
NOTE! TAPGONS TO BE 4" FROM ENDS
FASTENING OF WINDOW TO BUCK RESPONSIBILITY
OF WINDOW MANUFACTURER.
-------------- -
:PRECAST
LINTIEL
(2) 2,X P.T...
BUCKS W/
1/2" O.S.B.
BETWEEN
FASTEN FIT 2
NAJLER To
t MASONRY
1 0
I
I
Ll
IF DOUBLE 2' '
USE 114'X 4 112" TAPCONS-
SEE OTHER NOTE FOR SPACING
REQUIRED
MS11 I 2x BUCK DETAIL
N.T.S.
LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 C
STANDARD LINTELS
LINTEL
MARK
LENGTH
SAFE
GRAVITY
LOAD (# PLF)
APPLIED
GRAVITY LOAD
(# PLF)
SAFE UPLIFT
LOAD (# PLF)
APPLIED
UPLIFT LOAD
(# PLF)
BEAM COMPOSITE
(1)
171-411
950
172
405
92
81`16 - 1B / 1T (min.)
(2)
71-611
2661
171
1624
89
8F16 - 1B 1T
U3
41-611
6113
133
2707
81
8F16 - 1B 1T
U4
141-011
1002
168
560
154
8F16 - 1B 1T
U5
21-1011
6113
770
3524
399
8F16 - OB IT
U6
71-611
2661
770
1624
399
8F16 - 1B 1T
U7
41-611
6113
770
1 2707
1 399
1 8F16 - 1B 1T
T
L61
:63
,as*L . lop
Fdo a
6 1 AR �7 011
0 Ck, � -N-6- �i-
ao,me. sls#fafo�
W �M� iLid7H
TYF�E OESI(xNA110N
a"Nil oi� 11 4T
� Loma- "Ve-
F""'n"as ''Nan —
an
.uNce'
.11, No..- AaaAR A- -OP
MATERIALS
1. f'c precast hedge = 3500 psi,
2. f'o praidaressed lintols = 6000 psi.
a, f1c 9"Dut = 3000 PSI W/ meminjun 3/8- aggregate.
4 Concrete masonry units (CMU) per ASTM C90 ar/
minimum not area compeoselve strength - IDOO pol.
S. Recia provided in precast lintel Par ASTM A615 GRGO�
6. Find Zw per ASTM A615 Glrt� or 31161).
Pre. a.aing staid re, ASTM A416 1p-M.
270 a. as.addicin,
7. 7/3? wine par ASTIM A51 0.
8. Mortar per ASTM C270 t�w M or S,
GENERAL NOTES
IL Provide full re.aw head and baul..Int,
2 � Share flIed! Intels as required.
3. InStOlIM1011 Of threl nnot comply with tic architectural
lm/w rde,opinal convi1g..
A. Untals am manufactured with 5 1/2" long notelars, No the
ards to accommodate verleal cell reinforcing and grouting.
5. All lim.els meet or weed! L/360 Vertoin deflection, except Intols IT-4- and
larger with a nominal t eight of 8- meet or avowal L/180.
6, Bottom sold added rebw to be located at Me bottom of the better cavfty�
T. 7/32- clamberer wire stinurni us welded to the caddies Meel for
mechanical muchorego,
B. Cad 0 place concrete may be ormildeel In composite
Innet In Hard of toncrods n1asonry units,
9. son, load rating, dosed do rational Herson wou"Is car ACI 318
and ACI 530
10.Ureel min, deptlis are called Out on firtel plan. If Parameter inatualls a deader
ib�tsl Man Indicated on the plan, doing this Increases the strength of the lintel
.ad I. Proved without onglannering War. it a winan., llnt� In Installed contact
COR for appromal.
SAFE LOAD TABLE NOTES
1� All values based on minimum 4� bearing. Eemption: Saba loods; for Nipped
fintels must to, Induced by 20% if beer -mg length a less than 6-1/2".
Safe loads ta all pKi0s" petals based on 8'1 nominal bowing.
2 N.R. - Net Noted.
3: Safe load$ are wtal superimposed allowable load on Me Section specified,
4, Safe loods beens! on grade 40 or grade 60 hold nalear.
5. AddUon.l lateral uned capacity cam be obtained laynne designer by
anovding addloral runfOmed masonry above Me pTcast flitel -
6. One #7 tolaw Me) be subsVzutod for two #5 rebmis In S' Imels Only.
7. The designer maY sa aluaid, concentrated loads from Me sees load tables by
calculating he osolmum reslaftag marmurt and shear at d-oway [rare
the laps of Wppom.
8 Far composite Intel heights Net shaven, use safe load from ravd.
lower hoght,
9, Adl safe 1003 In was of Pounds per unew few..
PRECAST 'U" LINTEL W/ 300OPSI CONIC.
AT OPENINGS SEE GENERAL CONCRETE
UNTEL SCHEDULE FOR REQUIRED
REINFORCEMENT
HURRICANE
ANCHORS
(TyP-)
I IS
I is'.
REBAR ON BOTH SIDES
OF OPENING U.N.O.
FIROVIDE 914OCK-OUT
BLOCK FOR FIRST
11COMPLETE
CMU COURSE
MLOW SILL & FILL SCUD
W1 (1) 05 BAR FOR ALL
WINDOW OPENINGS G'-G"
8' x 8" x 26"
CIVIL U.N.O.
P�EVIEWED FOF
GODE COMPLIAF,
bT. LUCIE COLR�
BOCC
GROUT SHALL BE FLUSH
WITH TOP OF WALL
an
TYP. BOND BEAM
S" xS" x 16" K.O.
LINTEL BLOCK
FILL W/30DO P.S.I.
CONC. All #5 DIA.
RECAP
j
��EE FOUNDA7 0 PLAN__�
\—SEE FOUNDA71ON LOR LOCA710NPSN
PLAN
MS01 I BLOCK WALL REINFORCEMENT
CELL FROM FIFE. TO
BEAM WITH 1 #5
BAR MIN.
TYP DOWEL 25'
MIN LAP 00 53G)
JORP "-,* 41111,
XA S 10
400
70
0
C%
_j
C� C9
as �9 1 8
do r-
1- 00
Is to 00 1-
Boil UJ
r--
ge -2
fig 91 -v�, A
U�
UJ
6
a
On a
LL 2
a i, a Ln 0
Eli
z
NkFDSEKG.COM El 11 11
0
z
z
<
U) z
4�
(1-0
as �4)0&
0
L/)
V)
MID i:z.
C) 400
< (A 0 1 440
MS HOW
M
FLORIDA CONTRACTORS UCENSE NO. CRC1330146
3000 GULFBIREEZE PARKWAY
GULFBIREEZE, FLORIDA 32563
DIVISION LOCATION:
PORT ST. LUCIE
IVI Jobinformation:
0
0
LO
4
LLJ
>
4
C6
Or) LO
L)
M
a)
>
0
0 —j LU
Z)
A
to
M (1)
(f)
VI
Model Name/ Number:
1.820
VI
PianissueDste:
Monday, January 11,
2021
VI
KA PROJECT NUMBER:
20-9735
Sheet:
S=JL
0':
ALL ELEVATIONS
LINTEL PLAN
2x6 #2 SYP P.T. 0
SIMPSON HETA 16
W/ (2) Y."XS'
EACH END R PLAN
WEDGEANCHOR
0
FOR BEAM SPEC.
OVERHEAD SECTIONAL
DOOR TRACK W/ 318"X
1 1/2" STEEL LAG BOLT
W/ WASHER. MIN. 6 PER
TRACK TO JAMB.
(5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2"
"J" BOLTS WASHERS SET 1�� vo-
FILLED CELL W/ #5 TYP. FILLED CELL
MIN. 5 PER JAMB.
VERTICAL
SECTIONAL
1L
A OVERHEAD
CONT PT #2 DOOR
_�O
W006 SY0 Z, x V,
%
TRIM
Z'x6" P.T. WOOD JAMB
\No
0�-
IDro iL
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER GARAGE SLAB
P L 0
TYP. GARAGE DOOR
TRACK MOUNTING DETAIL
110% w
Fol
NOTE: DETAIL CD22 S-2 MAY BE SUBSITUTED FOR THIS
'10
c
DETAIL - UNLESS NOTED OTHERWISE
0
MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S.
CD2t
ENTRY CMU COLUMN/BEAM
N.T.S.
�i
RD 10, 9
00
1 00
00
22
0
wt
6 gn
c
BLOWN -IN R-30 INSULATION PER FBC
of
AND ENERGY FORM SUBMITTED WITH
PERMIT APPLICATION PROVIDE BAFFLES
BLOWN -IN R-30 INSULATION PER
F13C AND ENERGY FORM SUBMITTED
AT EAVES (FOR VENTED ATFICS)
FIBERGLASS SHINGLES OR
:102
C3
LL
UM
16
I 12 WITH PERMIT APPLICATION
PROVIDE BAFFLES AT EAVES
SEE PLAN TILE ROOF (PER ELEVATION)
OVER APPROVED UNDERLAYMENT
5
5 0 V)
z 8
I
SSE�E P�LAA
agg
to
(FOR VENTED ATTICS)
PER FBCR 905. 1.1 OVER APA
11 0 0
P ENGINEEREDV400D ROOF SHEATHING - SEE SCHEDULE-
FIBERGLASS SHINGLES OR
TRUSSES@ 24- D.C. [RSHI - ON FRAMING SHT. FOR
TILE ROOF (PER ELEVATION)
OVER APPOVED UNDERLAYMENT
I SKT'G & FASTENERS.
z
PER FBCR 905.1.1 OVER APA
ROOF SHEATHING - SEE SCHEDULE-
I , 'i ; �; �; TRUSS ANCHOR (SEE RAN)
z
z
PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR
TRUSSES @ 24" D.C.
SEE PLAN lOR_
w
<
SHT'G & FASTENERS,
BRG. HT.
=
TRUSS ANCHOR (SEE PLAN)
112" DRYWALL _j
FELT PAPER ETAL DRIP EDGE
TRUSS PLATE
z
U) N
TO BE INSTALLED ON 04JTSIDE
FACE
3/411 P.T. NAILER 2X SUBFASCIA
(TYP.) FRAME FOR BUILT-UP
V)
Q)
-- — - — -
SOFFIT. SEE ARCH.
1/2" DRYWAI I
CORNERS min (3) 2x4 OR
4�
PLANS
44 w/ 2x4 POST UNDER EA
-4- METAL DRIP EDGE
1/2" DRYWALL
1-0,
CURTAIN NAILER — 8 x 8 x 16 K.C.
1 x 4 P.T� @ WINDOWS A LINTEL BLOCK
A
2 X 4 P.T. PLATE END OF SUPPORTING BEAM.
KEEP IN 3/4� FOR SHEATHING NAILED w/ 8d NAILS @ 6'
U
0
CONNECT ALL 2x STUDS-�� ZX SUBFASCEA
1 x 8 P.T. Qb S.G.D. W/ (1) #5 DIX REBAR &
AND LATH WITH FINISH O.C.
V)
V)
TO TOP PLATE WITH (4) SOFFIT. SEE ARCH.
16d TOENAILS
PLANS
3000 PSI CONCRETE
PRECAST "U" LU4TEL
(TYP.) ALL SIDES (TYP.) FRAME FOR COR-
NERS FOR NON LOAD
3M
U C14
0
SEE SCHEDULE
BEARING SIDES NAILED
t: 6
1/2" DRYWALL SEE PLAN FOR HEADER SIM
W
9 9 W/ 16d NAILS @ 8" O.C.
u 0
vq
0
C4 0
OPTION' 15/32" OSB EXPOSURE I ON
1/211 x 8" J-BOLTS
MAXIMUM OF (3) - 2X PLATES MAY BE --- / O.H. EXT, WALL W/ ALL EDGES BLOCKED.
(1) CENTERED EA. (rYP.)4 COURSE HIGH A.F.F.
DAMS HOMES
ADDED BELOW THE HEADER W/ EACH SEE ELEV. %itt 11514 `lUK NAIL ATTACHMENT.
SIDE w/2" WASHERS CMU BASE FILLED w/ CONIC
FLORIDA CONTRACTORS UCENSE NO. CIRC1330:140
PLY ATTACHED W1 (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4"
NAILS AT 8" D.C. STAPLE 0 2" O.0 EDGES AND FIELD.
NOTE: 4,V'MAX. SILL HGT. ON FILL CELL -(1) #5 DIA.
(TYP.) w/ (4) VERTICAL RENF w/
HOOKS INTO FTG & AT TOP
ALL BEDROOM WINDOWS. REBAR W1 3000 PSI
CONIC ALL LOCATIONS
PLAN A .1-Ai OF COLUMN
7- FOR
3000 GULFBIREEZE PARKWAY
SHOWN ON FOUNDATION
'i(�LIIANIC'l
GULFBREEzr:, FLORIDA 32563
VINYL FRAMED WINDOW W/ SCREEN
& FLOOR PLANS
(G.C. TO VERIFY W/ FLOOR PLAN
COILINTNI�
DIVISION LOCATION:
LOCATION OF OPENINGS IN
EXTERIOR WOOD WALLS. IF NO
W
SIMPSON LSTA30 SEE FLOOR PLAN
80cc
PORT ST. LUCIE
OPENINGS ARE INDICATED, FULL
w/11-10d TO BEAM FOR BEAM SPEC.
Job Information:
STUDS ARE REQUIRED).
& TO FRAME BELOW
NOTE: 44" MAX. SILL MGT. ON
ALL BEDROOM WINDOWS.
—VINYL FRAMED WINDOW
W/ SCREEN
WINDOW STOOL rl
CEMENTITIOUS DECORATIVE
PER SPECS PRECAST CONIC SILL
117100
FINISH 7/8" THICK PER ASTM
C-926-98A
PAPER BACKED POIL R-4.
0
2X STUDS (SEE FLOOR PLAN FCR
INSULATION AT CMU BLOCK WALL
PER FBC AND ENERGY FORM
112" DRYWALL MORE INFORMATION). SEE TB13
ON SHEET 6
EXTERIOR FINISH -
SUBMITTED WITH PERMIT (SEE ELEVATIONS)
APPLICATION
FILE COPY
z:
4)
FOR NAILING INFORMATION FOR
R-13 INSULATION AT EXTERIOR WALLSHEATHING.
I x 2 RT FURRING FTG. DOWEL #5 DUL REBAR
LIJ
0
0 U) 0)
WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE
17" IN CONCRETE - 25"
1 x 4 P.T. EICEEND (ACI 530) ABOVE
j2 p
AND ENERGY FORM SUBMITTED wl 1/2 x 8 A.B. (OR 1/2" x 8" TITEN
BASE NAILER SLAB. ALL LOCATIONS SHOWN
SIMPSON HETA20
>
0 4;
WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" D.C.
FROM END SEE WS07
WOOD BASE ON FOUNDATION PLAN
Ai Al BUILT-UP CORNER MIN (3) 2x4
w/10-iOd TO COLUMN : 1 OR 4x4 POST w/ 20 UNDER
co Lo
WOOD WE MIN. 6" -
POST
EACH END OF BEAM
FOR TERMITE SHIELD
SEE FOUNDATION PLAN
SEE POUNDX ION PLAN FOR
SLAB INFORMATION
b Uj ZD
FOR SL43 IN FORMATION TOP OF SLAB
70P OF SLAB
k
NOTE: 2 X 4 P.T. PLATE
_j
im U) U) LO J_
BOTTOM STRAPS MUST 13E
VI
Model Name/ Number:
17 00
_4T
INSTALLED ON INSIDE OF
COLUMN. DO NOT BEND
GRADE
1 GKIALIt
I-Ld I il
.11
v
STRAPS UNDER PLATE. IL
1820
PLACE STRAPS IN FILL
CLEAN
COMPAC TO
:SEE PLAN FOR
RE BAR QUANTITIES
CELLS w/#5 REBAR (-rYP.)4 COURSE HIGH CMU BASE
Vj
Plan Issue Date:
FILL
FILLED w/ CONIC - SEE PLAN FOR
N NI
"A ',.L�: SIZE. TOP OF COLUMN BASE -
Monday, January 11, 2021
VI
KA PROJECT NUMBER:
SEE FOUNDATION PLAN
SEE PLAN SEE FOUNDATION
2'-0" AFF
FOR FTG REQUIREMENTS
PLAN
20-9735
—T3/7=
NOTE; DETAIL CO21 S-2 MAY BE SUBSITUTED FOR THIS
DETAIL - VNLESS NOTED OTHERWISE
Sheet:
S-2
WS02
TYPICAL WALL SECTION EXTERIOR FRAME
71'0-
WS01
TYPICAL WALL SECTION 81, CMU
3/; 1'-0]-
CD22
ENTRY CMU COLUMN BASE W/ FRAME ABOVE:::�
TYPICAL FRAMING
DETAILS
jb �,A
STRUCTURAL
SHEATHING CLIP EACH TRUSS
(SEE ROOF PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
EXTERIOR SHEATHING
ATTACHED PER NAIUNG
SCHEDULE TB13 ON
SHEET 6 STUD ANCHORING:
STUD TO TOP PLATE:
R-19 INSULATION AT EXTERIOR SIMPSON SP4
WOOD FRAME WALL PER FBC
AND ENERGY FORM SUBMITTED
WITH PERMIT APPLICATION 2 X 4 SPF
(WHEN EXTERIOR WALL IS AT 16" D.C.
EXPOSED TO INTERIOR SPACE)
2 X 4 P,T ------------ STUD TO BOT PLATE:
SIMPSON SP4
LINTEL X 8"
1/2
NOTE; HOLD FRAMING 1/2" ANCHOR SOLT
BACK FROM FACE OF BLOCK @ 32" O.C. 11j,
0
% N n
FOR SHEATING TO BE FLUSH
WITH BLOCK FACE S" CMU WALL
c�
LL 3/4-
WF21 KNEEWALL @ ENTRY FRONT WA :I-
F L 0"'
PROVIDE 2x4 ON TO
OF 2X8 TO BLOCK OUT 2 ROWS 12d La
TOP PLATE ATTACH W/ 31, O.C. OUBLE 2X4
(2) 12d NAILS O.C. TOP PLATE
G (SOLID BLOCK W/ 2X6) 'v
STRUCTURAL SHEATHIN
7/16" MIN. NAILED W/ Bd
COMMONS @ 3' O.C. @ 2x4 STUD
EDGE & 6' D.C. FIELD RUN PER PLAN
FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS //--TOP SPLICE
BOTTOM OF FALSE BEAM
NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8
SEE GE05 FOR TO TOP PLATE W1 (4) 16d TONAILS (2) ON EA. TOP PLATE
STANDARD N SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W1 2x8 STUD
GABLEEND (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN
FRAMING TOP PLATE W/ 8d 2 112" x 0.131 NAILS
(SIM. w/ 2x6 2
2x4 wl 2 ROWS OF LOO
NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2
STUDS) 12d NAILS @ 3" D.C. WOOD BEAM SEE
co
'3 00
PLAN FOR SIZE ------ SIMPSON HUC410 OR (2) ft *
p
TOP PLATE TRANSITION HUC210 I U. I I- L�
ug 6m L
z 1 1 ll�
11 : TO BUILT-UP COLUMN 1; - 'i 0,,-%!
a �
PIPE OR DUCT w/ I d "w M 5 p
SUPPORT COLUMN BUILT-UP MIN.
PENETRATION THRU OP SPLICE z R
w
1+ +1 m (3) 2x4's OR 4x4 W/ (2)-10d
TOP PLATE w/ MORE ils: 0 , �,- w
zm m� 0
NAILS @ B" D.C. EACH PLY
0 THAN 50% OF TOP ROWS 12d (SHOWN AS 4 x 4)
0 : : 1�
2X TOP PLATE TO PLATE WIDTH INSTALL @ 3" D.C.
�W� 1 SIMPSON PSPN516Z (2) SIMPSON HETA20s
GA13LE END W/ 16d M
NAILS @ 6" D.C. w/(12)-16d EA. TO COL, Ca
W/ (12) 16d NAILS TYP. TAM36 STRAPS f 91 RN 4
pr ALT: (2) MS um
TOP & BOTT.
TYPICAL BLOCK
OTTOM SPUCE CENTERED W/ (13)- 10d NAILS z 5
2x STUDS WALL Ea TO COL.
NOTE: 0 ALL EXT. CONDITIONS ATTACH 2x STUDS IN M
------ \ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD fg .1
TIE BEAM o
SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ I WftFDSENG.COM El I-]
2X4 STUDS @ 24" D.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO '0 �2 API
W/ SINGLE BASE & TOP (D
PLATE W/ PLYWOOD TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS z
F_jT_ 0
_CiT RFqD. WHEN QT SYSTEM 15 APPLIED CD
SHEATHING Z 0 0
COVERING
NOTE: z
PLATE LENGTHS MUST BE AT
LEAST 8'-0" LONG. TYPICAL
LO
RY WALL
z C4
GEIS FALSE BEAM AT GABLE END WF.17 TOP PLATE SPLICE DETAIL CD04 BEAM P RAISED ENTRY MASON U)V)
2x8 SYP #2
TOP & BOTTOM UO
OM
ATTACHED W1
'A V
m -9
(1) ROW 16d NZ _u wm
2x6 SYP. #2
0 C
NAILS @ 16 O.C. RIPPED
BOX HEADER DETAIL
<
CRIPPLES MAY/MAY NOT BE PRESENT.
C I I
-07/16" O.S.B. [VERIF'Y HEADER ELEVATION [)AMS HOMES
I k )
EA. SIDE
(1) JACK USED AT
2X BLK'G.
EACH SIDE OF
OPENING G.C. TO
TO O.S.B.
W/ 2 - 8d
INSTALL (3) TITEN HD.
EA. END
(2) 2.4 LAMINATIONS W/(t)
(3) 2 x 4 LAMINATIONS W/ (2)
ROWS OF STAGGERED i6d
(3) 2 . 6 LAMINATIONS W1 (2)
ROWS OF STAGGERED 16d
5/8" x 8" EQUALY SPACED
ROW OF STAGGERED 10d
COMMON WIRE' NAILS
OD = 0.149", L— 3") OR EQUAL
COMMON WIRE NAILS
�ONE INTO EACH OUTSIDE FACE)
COMMON WIRE NAILS
(ONE INTO EACH OUTSIDE FACE)
0 162" L= 2 112"1 OR EQUAL
PER SIDE INTO CMU AT
JACK TO HEADER, NO BASE
EDGE VIEW
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2 X 4 WALL
WALL
AV% IlAa
NGS
JACKS
IQNGS
SIZE
FA
END
EA END
EA END
LESS THAN 4'
(1)
(2)
>4'BUT <9'
(2L_L
(3)
(2L_
(2)
101-011-1
L_
(4)
HEADER ANCHOR
I.,
NAILED TO TOP PLATES,
r
HEADER & JACK
_l
�OMIIPILL
FLORIDA CONTRACTORS LICENSE: NO. CRC1330146
U C
4E COL
3000 GULFBREEZE PARKWAY
NO &SIZE OF
HEADER SIZE
RAFTER TIES
GULFBREEZE, FLORIDA 32563
&GRADE
EACH END
ROCC
SEE PLAN FOR
(2) LSTA 30
DIVISION LOCATION:
PORT ST LUCIE
BEAM SIZE
NOTIF5, �D=0.162,L-31/2)OREQILAL (D= . I CONNECTOR REQUIRED
1) ADJACENT NAILS AM DMVEN PROM 3) FOR 4-PLY. PROVIDE 1/4-DIA. .51/2'LAG V I Job informaiion:
OPPOS TIE SIDES OFTHE COLUMN. SCREWS OR EQUAL �SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN SEE SCHEDULE
2) ALL NAZ PEPIETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR SP4 2X CRIPPLES @ 16- O.C.
THE THICKNESS OFTHE LAST UMINA71ON ADDITIONAL INFD. 24" O.C. COMMON Q WLL W/ SIMPSON SP2TYP.
C.
NAILS(TYP) FHGT. TOP AND BOTTOM 2-ROWS 12d NAILS
WF37 I TYPICAL COLUMNS DETAILS -1 1 STAGGERED @ I >_
FOR OVERHANGS GREATER THAN
FILL iST. 4 COURSES
11/2" CONTACT EOR FOR
IFURTHER
SOLID W/ GROUT. (NO
INSTRUCTIONS
-44-- REINFORCEMENT REQUIRED)
F F
OVERHANGJ*
Cmu-
FOR OVERHANGS BETWEEN 5/8" TO 11/2-
1100 20
7/16" OSB W/ 6d NAILZ, w
16" 0 C. TO SIDE & TOP NAILER
F
2x W/ (2) 16d TOENAILS
EACH END TYP.
X-4
A CHED TO 7/16" OSB W/
(2) 8d NAILS. SEE DETAIL ABOVE
SEE ELEVATION FOR ROUND/
SQUARE TRANSOM
BOX HEADER _j
W1 (2) A35
EACH END
12" O/C EACH
WHEN STUD LENGTH
FACE OR 3-ROWS
15 LESS THAN 12" USE
12d NAILS STAGGERED
LSTA30 STRAPS AT EACH
@ 12'O/C FOR 2 x 10
STUD WRAPPED OVER
OR GREATER HEADER
TOP PLATE & NAILED
TO HEADER EACH SI
FILL ALL HOLES IN
DOUBLE 2 x #2
STRAP
S.Y.P. HEADER W1
i12
1/2' FLITCH PLATE
ui
10d NAILS @ ----
EA (U.N.O.)
H DER
>
.1�
81, O/C TYP.
0
m to a)
FILLING AND BLOCKING AS
REQUIRED FASTENED TO
z
>
0
DOUBLE 2 x 4
CRIPPLE S71JD
HEADER W/(2) ROWS
0 A)
TYPICAL (U.N.O.)
OF 12d 0 16" O/C UNLESS
LO L12
NOTED OTHERWISE
-i
V
I Model Name Number
1820
2 x 4 STUDS TYP.
SIMPSON HTT4 W/ (18)
VI
PianissueDate:
16d NAILS &A 518"
,�-Cmu
EXPANSION ANCHOR
Monday, January 11, 2021
W1 6" EMBEDMENT U.N.O.
OR 8 1/2" AT GARAGE
STEP DOWN
V
I KA PROJECT NUMBER:
20-9735
HOLD DOWN CONINE CTIONS
T. BOT. PLATE
NOT REQUIRED 0 BEARING
�P-
WALLS WITHOUT UPLIFT
INCITE: FOR OVERHANGS LESS THAN 5/8' - NO REPAIR REQ'D. WINDOW OR DOOR OPN'G Sheet: S-3 E
MS18 I RETROFIT WALL OVERHANG DETAIL I N. 39 1 TRANSOM DETAIL AT ENTRY 1 1/2" = V�� FWFO�9] WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS
MAX 9" UNSUPPORTED v
2X4 #2 SYP BLK'G CD 16" O.C. W/
(2) 16D NAILS EA. END. SEE IRSH] �'lj
*DIAGONAL SPACED AT 20�0" O.C. MAX SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYR
- - - SAME SPACING AS BOTTOM CHORD LATERAL (MIN. FIRST 4 DAYS) BLK�G @) 16" D.C.
TO BE LESS THAN
OR EQUAL TO 45*
8d NAILS 4" O.C. F> 9" CONT. 2X4 #2 SYP W/ (2)
—�MINIMUM 2'x4" 10D X 0.131 La 8' O.C. EA. SIDE
CROSS BRACING s WALL AND ROOF
(SEE PLAN FOR SHEATHING, SEE TB13
FOR SPECIFICATIONS
LOCATION) BLOCKING 9x4 SYP L BR&QLFOR
2x4 SYR OR SPF CROSS BRACY GA13LES 3'-0" TO 5'41" TALL.
APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR
THEN 48" O.C. AFTER. NAIL w
3.12d 0 EACH GABLES 6'-0" AND TALLER.
ATTACH L BRACE W/
CROSSING AT ANGLE.
(NOT REQ'D WHEN GABLE IS ASTEN (1) SIM ON HGAIO 12d NAILS @ 4" D.C.
-I" OR SHORTER)
4' FROM WILE TRUSS
CONT 2x4 SYR OR SPF SPANNING (4) BRACIL UUNNLU I Of(
TRUSS BAYS NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" D.C.
W/ 3-12d TO CHORD (MIN LOCK/PIATE NAIL GABLE TRUSS
(3) 12d IST 4 SAYS) TO TOP PLATE w/
PER JOINT 16d NAILS @ 4" D.C.
2x8 T. PLATE 112"XIB" ANCHOR BOLT
4 BAYS
CONTINUOUS LATERAL BRACING- 2x4 SYR OR SPF BLOCKING AT 48" O.G. MIN.
NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES 0 48� KNOCK OUT COURSE
D.C. MAX. FASTEN TO EA.
INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2X4 SPF OR TRUSS w/ 3-i2d NAILS EA. MASONRY WALL
CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYR W/ (3) 12d (�) EACH END
TRUSS WEE
7 ROOF SHEATHING, SEE
NAIL TOP OF "T" TO GABLE TS13 FOR ATTACHMENT
TRUSS w/ 2-12d AND 1 OVER JACK TRUSSES, SEE
SIMPSON H8 W/ PLAN.
N.T 10-10dxi 1/2" NAILS
-s] T1302 TYPICAL CROSS BRACING DETAIL I
CAL CROSS BRACING DETAIL
FASTEN (1) SIMPSON HGAIO N% 0 -MR Ile"
Ca 48" D.C. wl 8 1/4"xI 1/2" ** <4 .......
1% , SE
SDS WOOD SCREWS GABLE 2X4 BLOCKING W/ 2-12d TOEINIAILS IA
'p
NAIL TOP OF "T"
END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d 09
ZPROVIDE 2X4 MIN. BLOCKING AT Fi2IFRAMED WALL OR BEAM AND I-SIMPSON H8 w/ I
Z)
CENTER LINE OF HIP/RIDGE, TYP. BELOW, SEE PLAN. 10d x 1 1/2" NAILS
BETWEEN TRUSSES W/ (2) 12D
NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE
CHORD
'0
4�>
Op
T US� N.T.S. 01;lij c
w
A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING
A WOOD TRUSSES --- AT LEAST ONE TRUSS 6" OVERLA GE01 GABLE END BRACING
TRUCTURAL PACE
A-------
SHEATHING 0
ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2
TOP CHORD WHEN REQ'D NAIL TO TOP CHORD
TO PREVENT SHEATHING JACK ----- OF HIPPED TRUSS W/
G.T.
SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" D.C.
MAX 24" SPAN (EITHER G.T
SIDE OR BOTH IF REQ'D)
(2) 12D NAILS MINIMUM (3) 12d
ROOF PER JOINT —MINIMUM 2"X4" SPF OR
AT 124 D.C. MAX P TRUSS BRACING 00
HUU' 4" SY -,L
SHEATHING SPACED AT 10'-0' MAX 00 l
SEE
P 4 U
LAN 6,�
02
0
R
,jiij I
H
Rip
NA
J 7AK ----- OF
C
US I
R SE r\H 2
G 1
2X4 BLOCKING HIP TRUSS Uj - �c
BETWEEN TRUSSES
MCI
,Q;FCT- A -A
1 59 28 0
TB04 TRUSS BRACING OVERLAP DETA I WN ';Z�
I L (TYP) Z�
T803 HIP RIDGE BLOCKING DETAIL
F 177T _5
MGil a
Be. z
is w U V)
�."ENG.COM Cl El 11
APO%
zo
Z"
en.
TRUSS NQTE,'
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 2!
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED VVIND AREA 18 GREATER BEFORE THE ROOF SHEATHING IS APPLIED. AND CN
BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT M
IN WOOD TRUSS CONSTRUCTION� FULL BUNDLES OF SHEAT14ING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED EJ
TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY
CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT M
EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. U — M
2- ALL BRACING (DB,CB,BB) SHOWN ABOVE S14AUL BE IN ADDITiONM CON INUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL M
LATERAL BRACING SPECIFIED BYTRUS5 MANUR SKALL HAVE ADDITIONAL DIAGONAL 13RACESAT 20'-0" O,C MAXIMUM- 0
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W1 (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. V)
4- ADDITIONAL BOTTOM CHORD SWING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT V) ZD c C()
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. cl)
R TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. N
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPO TSWHERF M
SEE TYP. TRUSS BLOCKING DETAILS
SHEATHING
3 TO 4 TRUSS x4 SHOWN <
�ALTERNATE N 0 1
TRUSS SP GES RECTION
SHEATHING
TRUSS;
- RUS I�XDAMS HOMES
4
VERTICAL SCAB 2X6 #2 SPF 48W' D.C. SEE TRUSS (2`4_1 TNAILS FLORIDA CONTRACTORS LICENSE NO. CRC1330146
RU
W/ (4) 12d TOP & BOTTOM OR HS SEC�ION E Ss i:Oh 3000 GULFBREEZE PARKWAY
) JOD B .116
I , , , —
OR HCLR/LL IN PLACE OF (4) T IOD B-B
REQUIRED 0 RAFTERS GREATER THAN 8'-W E, FLORIDA 32563
SEE STRUCTURAL NOTES AND NAILING IGULFBREEZ
0-,)AflPLlANC[
SEE PLAN OUBLE TOP DOUBLE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION:
PLATE TOP PLATE LJOCIE COUNTY
PRE-ENG. TRUSS x STUD WALL SECTION B-B VARIES w ROOF' PORT ST. LUCIE
SLOPE
SEE PLAN BOCC
V I Job lin rmation:
CONV. FRAMED RIDGE 2X4 SPF BLOCKING
MAY BE NAILED w/ MIN, VERTICAL SCAB 2X5 #2 BETWEEN TRUSSES
(4) 12d WHEN IT LANDS SPF 48" C-C. W/ (4) i2d @ 48" O.C. MAX.
NEXT TO PRE-ENG. TRUSS 7r-2X8 tKING. NAJ LEDO EACH TOP & BOTTOM OR H5 OR
SIDE / (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d
REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER
< B THAN W-O" 2x4 SPF BRACE
Nz @ 48" 0 C. - NAIL w/(4)
12d AT EACH END &
COLLAR TIE ALTERNATE DIRECTION
EVERY 3rd
SHEATRIN RAFFER
CB, REVEL CUTS
2X4 BLOCKING BETWEEN (OPTIONAL) Lc)
TRUSSES W1 (2) 12d NAILS 0 j)
TRUSSES v CO
0 EACH END, CONT� EALCH BAY Ta 2X4 SPF W/ (2) 07X&J./2" SEE PLAN FILE COPY Uj cf)
IDS WOOD SCREW EACH TRUSS 4,
ALTERNATING G� OR HS @ 4W OC- > 0 cn
BLOCKING PRE-ENG. cy) U)
CONT- ROOF SHEATHr fL Z M C)
L
STRUCTURAL SHEATHING CHORD AT ALL H A 413 AT T11 Uj Z:)
SEE PLAN FOR CONINE N SIMPSON A34 OR 0 _j
13 (USP MP4) @ M U) U) LO
2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2XS42SYPRIDGE BEAM 2'-0" ON CENTER �2X4 SPF BLOCKING
TRUSSES W1 (2Y12d NALS 0 AT 8'-0" TRUSS A BETWEEN TRUSSES V1 Model Name/ Number:
EACH END MAX �X+ 2X6 RAFTERS 0 21-0110.C� v V
MAX. W/ (3) 12d COMMON @ 24" O.C. MAX.W/
TOENAILS TO RIDGE BEAM \ / \ (3)12d EA. END (TYP.) 1.820
WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN
(SEE PLANS FORTY E) 4 Fr @ 2'-0" D.C. MAX W / (3) IOD SEE PLAN
CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM VI PlanlssueD
STEEL OR WOOD
2X4 COW. AT BEARING SUPPOFIT
I & B CHORD 1/2'� 13PACE Monday, January 11, 2021
TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING V1 KAPROJECTINUMBER;
@ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING
INFORMATION 20-9735
2x4 S.Y.P ------ -- Sheet: Of:
@ i6l, D.C. SA I
ROOF FRAMING
T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T1315 EXTERIOR NON -BEARING WALL DETAIL AND BRACING DETAILS
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rough openings are 1/411 smaller on each side and 1/4" smaller on the
header than standard Therma-Tru rough opening dimensions.
Use only a maximum of 1/4" thick shims.
Predrill the jambs and headers using 1/8" drill bit. Predrilling
Increases structural performance.
Use only 2-1/2" wood screws (#8 and #10) when securing the pre
hung frame to the rough opening buck. Drywall screws, deck screws,
and nails are insufficient anchors, and should not be substituted for
wood screws.
Be certain of the number and placement of all screws securing the frame
to the rough opening buck. Consult the architect or engineer of record
concerning fastening the buck to the rest of the building structure.
CONTRACTOR TO PROVIDE A I x P.T. BUCK STRIP CONT. AT
OPENING SIDES AND HEADER.
** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME, I x P.T. BUCK STRIP AND HAVE A MINIMUM
OF 11/4" EMBEDMENT INTO THE MASONRY JAMES.
SPA
EVE
6'. 11 1 1 1 6"
W W
61,
6"
SINGLE DOOR
1.9
SPP
EVE
SINGLE DOOR W SIDEL17E
3
I-TI-71
LO
6D
L
3"
-a:H 3-
3"
3.1
I T
;13'
I I
I I TrT
3 73t
_XU-4
j
[3-
1
6;
DOUBLE DOOR W/ SIDELITES
PACE
VENLY
w
SINGLE DOOR W/ SIDELITES
DOUBLE DOOR
11.011
LOCATION OF BARRIER TO BE 1
IN FRONT OF MECH. OR APP. WHEN REQUIRED
0
CY)
4" DIA, CONCRETE
FILLED PVC. PIPE.
TOP OF SLAB
-— — — — —
op
ILI ]ILI 11 1
f- If- Ir I
0 7 1 —16" MIN. DIAMETER
1 — ILI
;_1 2 CONCRETE FOOTING
N
PROTECTIO
L i
N.T.S.
SPACE
EVENLY
NA L SHINGLES W/ It OR t2 GAUGE ROOFING
NAILS, 3/8" MIN HEADS. 6 PER SHINGLE.
See oee'
So. 0
A�
ra.
c"Isa a I,
ceo a.
�Iea
MRre
R al
dge
SEdge 0
to use In
------
SHINGLE INSTALLATION GUIDE,
ROOF CRICKET:
MIN: 3:12 SLOPE
ASPHALT BASED
(REQUIRED AT
SEALANT A -PLIED
ALL LEVEL VALLEY
TEXTURED, PAINTED
BEHIND FLASHING
Lo
EXTER, WALL RNISH—
AND EXTENDING A
MINIMUM or 6* ABOVE
B" X 6' H GaUV.
VERTICAL RISE OF FLASHING
TCAL WALL
FLASHING CONT�
AT KNEEWALL
EN Y
I
PLASTER S70��
SEALANT
ROD
N
HIP Es�
51. X 6�11 GAL17
T
FLASHINGCOW-\
�
FLASHING DETAILS
NOTE: THIS DETAIL IS REQUIRED 16" HORIZ.
AT ALL VERTICAL WALL INTERSECTIONS
WITH ROOF VALLEYS & ROOF CRICKETS,
FLASHING DETAIL AT CRICKET
KNEEWALL INTERSECTION
INSTALLATION
BUCK STRIPS - 2x (DEPTH OF WDOW
AND/OR SGD FRAME MIN.) GLUE STRIP
w/ ADHESIVE SEALANT & SCREW wl 3/16
x 3 1/2" PHILLIPS FLAT HD. "TAPCON"
SCREW MIN, 4" FROM END AND 16" C.C.
TYPICAI 9x Rtl('.K
no
N.T.S
INSTALLATION OF WINDOW ATTACHMENT
BUCK STRIPS - 1x4 (DEPTH
OF Wow. FRAME MIN.) GLUE
STRIP W/ADHESIVE SEALANT r7 7---F't BLOCK LINTEL
& SCREW W/3/16" x 2 1/2" PHILLIPS
N L N 1/2" DRYWALL
FLAT HID. "TAPCON" SCREW THRU
CREW TH
S 0
THE W'DOW FRAME INTO MASONRY
M
JAMB MIN. 4" FROM END AND MIN.
161, C.C.
E)(T. FINISH 1/8" SHIM SPACE
DRIP EDGE
WINDOW
SEALANT
BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE
SPACING AND SIZE OF TAPCONS w/ WINDOW
MANAFACTURIER'S SPECIFICATIONS
TYPICAL MASONRY OPENING
N.T.S
WINDOW INSTALLATION
2X WOOD FRAME -
BY OTHERS
5HEATKN 11 G -
BY OTHERS
CAULK SETwEEN I
FIN &SHEATHING
EXTERIOR
PERIMETER
CAULK
BY OTHERS
OA. WINDOW
HEIGHT
EXTERIOR
11/2" MIN. EMMMENIT
—IS WOOD SCREW
I III
491
b%71
,
1 �AM
1
ffifflol
111111I
=
EM
TYPICAL FRAME OPENING
WINDOW INSTALLATION N.T.S
1/44 MAX.
SHIM SPACE
OF
ERE SHALL 0 ' A
�EHHEW INSTALLED
LIMP EUSE SH�L M
AMAKNUMCF4114CHES,
ftAMumFasteftr$,ad,
Wail Framing:
(Iambs, Head and 911)
#2 Sprune/Plne/Fir
Silicone
!to X 1-1/2'
Sam
Screft
minimum
long Steel
C ross Seddon View
afterior
View
of
Viendow
Mninnum
I I/T
Now We soos;0 recommend the m ofillanhAsp, ausWor figaMeto tapea, andsollpasir as SOW In ASYN E21 12-61. Nowswor, dust to
"doWn In codes and buffidolif typw, It Is ha? ele to the end ass, to that"Ift the MW ifisMAR104 armose Afeam,
LEA�Tll T 1�� SIM 2L17 'Mrsor = Wore I&Oing your w nuom, the bubble rap ay be pWed lb�k for hcP�h"r LVo PE$SS !E_SFU` oe %Wap to
p oL� the block fi -no 1,1-104F, Ow =er damagrunt, Omsv,mm S coMpfett'
Wl Mounum In be sum ft operom I$ 3/8"to I/T'iarger than the writes, eve both verwity and horintritaity.
0 YOU May Msh 0 predrill the loStallation holes in the On at this ow.
Deveipand Me pIlecanchad h0her In Me mLwAV ft a OW Am me Mama
step 2 App� a generous bead of insone to ft backside of the motenting im. the enough Slicone IS suffidentli, no all was, besueen the
On and the wall sheathing.
Step3 Invest: ft WindoW so, ft opening from the outo& The winaliM is labeN,hode adMIbI but W these labeig halve been
removed, the 9" bud should alvahs be to Use onade Of Unit building,
RW4 Install share ode the son, Adjusting them und the undt Is plumb N the opening, Shims Should be Inewhad under the sill every 2 fee.
The Window Should be basically cieftered in the opening with No more som 1/4' gap belboien the VAndow and wall framing.
Slop 5 Infitall a #10 X I-1jr Screw 4"from the comes of the fin at each mW Aide head, sill and both Iambs,
Step 6 Install the remaining fiesteners In S' morements from the comer to Me imer of each frame member. Use am not I, maes-
Viol the scresve; and pull them through the fin, Also, make sure the wesse; go in straight and do wtoustithefirametobow.-__
Waft framing "A be a Minimum of #2 Spruce]Plneft�
fifidelit length tO achieve 1-3/9'Paretratton into ft we# and M JIM then Itr from edge; of framing,
Qua HAS In each e
4r
W I Tit"07 W I
So"
I Sir
I W
I 74"
1 Oir
I W
I W
Numberoffasetereas
1 2 1 3 1 4 1 5 1 a
7
1 a
1 9
1 10
1 11
1 12
1 13
11
RV7 R�aou�ikom�sq�wt-hmwwmthenn!2Lhanfwholesmwl&, Usil socone to Oil any voids.
Step 8 If desired, a foam mulabon can be applied to t1he Interior gap between die Window arid wall framing. If appled, Mmstbe W
NLN 0(PANLU*0 7ypf roiVq.
Step 9 Sim these wIndom am Wcally used in morm; With high mokenum, ie, bathrobnes, it Is recommended that the Interior gap
bet�ftn the wintim and wen framing am be Sealed wito suicore and booted we, notto Inorfere Mth the InstaleatIon of
wallionard. UW or trim.
Step 10 Om all onstruction Is toompletth remene the bubble virep from the made arool Outside of the VAndow. If necessary, clean lbe
blockswith a mild deterliftand Pawn water LON a wit cloth,
Failure to follow these procedurelij will void any and all warranties.
GENERAL NOTE:
I- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE.
2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH.
3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION.
SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION
AND CALL OUTS.
Product Approval Submittal Affidavit
Building Address: Contractor:
Building Permit:
Product
Design
I Pressures
Ma nufacture
Model #
I
Attachment
I Method
Approval #
Roofing:
1st Choice
DADE
COUNTYAPP.
IKO Industrues, Ltd
Cambridge AR
MAIL SHINGLES W1 12 GAUGE ROOFING
NAILS. 3/8" MIN HEADS. 6 PER SHINGLE.
FL7006.1 R-10
W1 3/8" MIN PENETRATION THRU SHEATHING
ROOFING VENTS:
Florlda Metal
"OfMI'doe
F�STEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING
Products, Inc.
I
FROM 90E iINQ 4" D.C. TYPICAL MAX,
ROOFING UNDERILAYMENT:
Ist Choice
JTAMRU'��MKO
No. 30
UNDERLAYMENT SHALL BE APPLIED AND
PRODUCT$ LUC
1#30 ASPHALT -SATURATED 0 T
ATTACHED IN ACCORDANCE W17H
R905.1.1
2nd Choice
Overhead Garage Doors:
1st Choi=ce+300/-30.0
CLOPAY
563W
I , 7
2'x6" P.T. WOOD JAMB WITH
(5) 1/2" DIA. x 8" "J' BOLTS
FL16546 1
2nd Choicel
+30.0/-32.0
CLOPAY
53W5
8x7
I L15279.36
Swing Doors:
Ist Choice
+67.0/-67.0
THERMA TRU-CORP.
FIBERGLASS DOOR
GLAZED
INSWING
2x BUCK ATTACHMENT TO Bit ATTACHED WITH 3/16" X 3"
TAPCONS MIN. 4' FROM TOP & BOTTOM OF INTERSECTIONS
FL20461.1
THERMA TRU-CORP.
FUUSSWH
FL20461.19
2nd Choice
+67.0/-67.0
AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL
FIBERGLASS DQOR
OU ING
BE ATTACHED WITH 3/16' X 31' WOOD SCREWS MIN. FROM
FL204612_
TOP & BOTTOM OF INTERSECmONS AND MIN. 16" D.C.
THEREAFTER. (TYPICAL ALL 4 SIDES)
Siding:
1st Choice
+0/-146.3
I
The Tapco G
I
7" Staggered
INSTALLAITON PASTERNERS ARE GALVANIZED STEEL ROOFING
FL20403.17
Shakes
NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS
AT 10' D.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL
N.A.
"N
INA.
2nd Choice
SHALL BE BEYOND WALL DRESSING
Windows:
Ist Choice
+40/-60
MI WINDOWS
3540 SERIES
SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON
FL 17676. I R9
Single Hung Onn)
ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL
MULES NOT DESIGNATED FOR TAPCON SHOULD BE FILED W/ #8 SCREWS
OF SUFFICIENT LTHI. TO PROVIDE 5/81, MIN. EMBED. INTO MOD BUCK.
FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF
+40/-50
MI WINDOWS
3540 SERIES
Single Huang (flE,g,)
FL 17676.8 R9
3540 SERIES
+50.0/-50.0
MI WINDOWS
Piclure wl-H,,-
SUFFIENT LENGTH TO ACHIEVE IY,� INCH MINIMUM EMBEDMENT
FL18644.3 R3
IN WOOD SUBSTRATE.
Mullions:
1st Choice
I
MI WINDOWS
Wi926 Vertical
IFOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE
FL 18504.1
_____l3/16"
TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A I'A
Horizontal
15804.2
MINIMUM EMBEDMENT WITH 1" MINIMUM EMBE
IEDGE
DISTANCE
yL
—
Fixed Glass:
1st Choice
I +50.0/-50.0
BLOCK
I UWSI
625
FOR UNIT INSTALLATION USE 3/16" TAPCO N ANCHOR
644.3 R-3
N now(;
WITH MIN. 1�4' EMBED. TO ALL FACTORY DESIGNATIONS
WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD
2nd Choi ce
r7��
BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE
5/8" MIN. EMBED. INTO WOOD BUCK.
3rd Choice
Soffit:
1st Choicel
+55.0/-35.0
KAYCAN LTD
;10 Ll 11 F ASO EF
D F ITVINYT9M4aNL0F1SOFFIT
2" "A S 0" D.C. IN
LENGTH
FL16503.4 R-3
Hurricane Panels-
Ist Choice
46 PSF EXT/
HURRICANE STORM
08214,En�,,a�d
DIRECT MOUNT. TOP �A"-20 MALE PANEUMATE W/
46 PSF INT.
PANEL MF(
I
Stesel Storm
WINGNUTS AT 123/2" D.C. BOTTOM 1/4"-20 SIDEWALK
k77
Parrinels
BOLT W/ POWERS CAUKAN
I have reviewed the above components of cladding and have approved —their
use in the structure. (Architect or Engineer of record)
Name: Carl A. Brown Certification Number: Fl. # 56126
Name: TODD M. BORN Certification Number: Fl. # 82126
Name:— LuisPabloTorres Certification Number: Fl. # 87864
-V 0
S
F L 0"'�'
.....
QD t'r 0
?;
it
00
Lo go 1-
ZIF *
-8
0
0
_1
OW
c"
13
11
1011�5'2
to
2- g
2F 0
ILZ.
i
F
f1g.E
68
i
IF 2 s
ZS
WoV.FDSEN%COM
"'1111
�2
me%
0`1
Z
0
Z
U*)
Q) 7
4�
0
U"
Ln
Ln
E
Z 00
U
00 00
Q
Ix
0 W,
14111
-AW-A\D'AMS
HOMES
FLORIDA CONTRACTORS LICENSE NO. CRC1330146
3000 GUILIFEREEZE PARKWAY
GULFBIREEZE, FLORIDA 32563
PORT ST. LUCIE
IVI Jobinforn-lation:
0
Z
a)
0
e'
On
'i
LO
0)
LIJ
>
E2
(D
%
E
8.
11
Or)
6
Z
C") to
M
>
A)
aleNe"400
0
b _j LLJ
Z)
C)
M
I _1 cn (/)
(1)
L2
VI
Model Name/ Nurnber:
1820
VI
PianissueDate:
Monday, January 11, 2021
VI KA PROJECT NUMBER:
—
20-9735
Sheet: S-5 Of:
REFERENCE INFO
FLASHING REQUIREMENTS
MECHANICALLY FASTEN AS
FOLD Up WEATHER
BARRIER&
r
WEATHER RESISTIVE
T
WEA H M RISI TIVE
THESE DETAILS ARE GENERIC AND MEANT TO SHOW
IROU H
NECESSARY IN CORNERS THROUGH
RESISnvF
BA RR
BARRIER
GENERAL FLASHING AND WATERPROOFING METHODS
SELF -ADHERED FLASHING
TEMPOPAPILY SECURE
,-,__TEMPOI
I ER
R703.1 General. Exterior walls shall provide the building with a weather-reslutrant extedor wall envelops. The exterior Wall
1�
DOOR ROUGH OPENING
DOOF
TO BE USED.
envelope shall Include flashing as described In Section R703.4.
i-WEATHER
RESISITIVE
a
WINDOW UNIT
BARRIER
WOOD FRAME CONSTR__
TR
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the
TAPE
EXTERIOR
SELF -ADHERED FLASHING
"ING
"4 -
3/4' ' l'BEADOFCONSTR.
BE
SLOPE
accumulation of water within the wall assembly by providing a water-resistant harrier behind the exterior cladding as
SHEATHING
BY LAPPING DOWN
DHE
A :SIV
ADHESIVE TO BE APPLIED UNDER
0.3 in : 12.0 in
SELF -ADHERED FLASHING
required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding.
OVER RIM JOISTANDUP
I Up
WALL BY6 IN.
THRESHOLD OF DOOR AND RETURN
T HRESH
UP JAMB 6". USE LIQUID NAIL BRAND
P JAMB
(0.6cm :30.5 cm)
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes arid breaks, complying with ASTM D226
OR EQUA
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
PRODUCTS DETAILS
#or Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells No. 15
\WEATHER
asphen felt shall be applied horizontally, with the upper layer lappecl over the lower layer not less than 2 Inches. Where
felt shall be lapped nut less than 6 Inches. Other approved materials shall be Installed In accordance with the
SELF FLASHING
E
EXTERIOR
joints occur,
RESISTIVE
-ADHERED
CEMT. FIN.
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO.
water�lsdve barrier manufacturet's Installation Instructions. The No.15 asphalt felt or other approved water-malative
barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a
BARRIER
SEAL TOPS OF JOISTS
PER FBC-R (CURRENT EDITION) 703.7.3
manner to meet the requirements of the exterior wall envelope as described In Section R703.L
UNDER DECKING
13
SUBFI.00IR
(SEE DE7AI_ WP07)
R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required In Section R703.2 and, where
SELF -ADHERED FLASHING
applied over woocl-based sheathing, snail Include a water-reslstive vapor -permeable, barrier with a performance at least
WIRE LATH
equivalent to two layers of Grade D paper. The Individual layers shall be Installed Independently such that each layer
HEAD FLASHING TIE-IN INSTRUXTIONS:
Detail Instructions
provides a separate continuous plane and any fleshing (installed In accordance with Section III Intended to drain
1 . Cut, fold up & temporarily secure weather
RIM JOIST
Refer to the number marked as in each detail that corresponds to the
to the water -resistive barrier is directed between the layers.
resistive barrier above header to allowfor flashing installation
2, Self -adhered flashing plus need flashing underweather
BUILDING
numbered items in the list of instructions below:
Exception: Wbers the warter-rusistivo barrier that Is applied over wood -based sheathing has p water resistance equal to or
resistive barrier
3. Fold weather resistive turner back over head flashing and
2
PAPER
1 . Install self -adhered flashing in order as shown by numbers
2. Instatl flashing and weather resistive barrier to form water shedding laps
greater than that at 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater
-absorbing layer or designed drainage space.
seal with tape
2
2
@
3. Self -adhered flashing can be substiltuted for building paper
4. Split the release paper using the ripcord (Split release on demand,
R703.4 Flashing. Approved metal flashing, vinyl flawhing, seff-adhered membranes and mechanically attached flexible
fleshing shall be applied shingle4ashlon or in accordance with the m2nufacturees Instructions. Metal fleshing shall be
SELF -ADHERED FLASHING
FLANGED WINDOW
Scale: NTS
WPM
SELF -ADHERED FLASHING
IWPO2
SELF -ADHERED FLASHING
WP03
embedded in the adhesive layer) - for ease of installation and to minimize
scoring cuts
corrosion resistarrit. Fluid-appliet! membranes used as flashing shall be applied In accordance with the, manufacturer's
Instructions. AN flashing Mail be applied In a manner to prevent the entry of water Into the wall cavity or penetration of
FLASHING INSTALLATION AFTER WEATHER RESISTIVE
B)
EXTERIOR DOOR WITH DECK - SECTION A
CEMI FINISH SILU POTSHELF/ CHIMNEY SHOULDER
5. Remove all release paper per standard installation instructions and
water to the building structural framing components. Self -adhered membranes used as flashing shall comply with
adhere to substrate using a square piece of flashing material (6" x 61,
AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying
with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281,
EXTERIOR SHEATHING
L
RUBBERIZED RUBBERIZED ASPHALT
LU
Minimum)
AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In
EXTERIOR SHEATHING
3/4'-1 BEAD OF CONSTR_
INSTALL SELF -ADHERED
ASPHALT ADHESIVE
6. Fold as shown by arrows
exterior walls shall comply with AAMA 714. The bashing shall extend to the surface of the exterior wall finish. Approved
flashIngs shall be Installed at the following locations:
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
FLASHING JAMB & HEAD
FLASHING, SEE
ADHESIVE
SELF-ADHFRED FLASHING
7. Angle of comer may very, adjust folding of the flashing accordingly to fit
REFER TO TECHNICAL
ON CHEMICAL
UP JAMB 6'. USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKJNG
FLANGEDWINDOW
(SEE DETAIL WPOi)
tight to corner
8. Mechanically fasten as necessary
I.Extedor window and door openings. Flashing at exterior window and door openings shelf extend to the surface of the
LETTER
SCORED
"terlor wall finish Gr to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically
COMPATIBILITY
RELEASE PAPER
PAPER
attached flexible flashinge shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed
In accordance with one or more of tire following:
SELFADHERED
FLAS�ING
SELF -ADHERED FLASHING.
EXTEND A MINIMUM 6"
(5sFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
1.1 The fenestration manufacturef's Installardon and flashing Instructions, or for applications net addressed In the
VERTICALLY FROM
fenestration manufacturer's Instructions, In accordance with the flashing manufacturer 'a Instructions. Where flashing
BOTTOM OF
Instructions or details are not provided, pan flashing shall be Installed art the sill of exterior window and door openings.
THRESHOLD
Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to
2
MECHANICALLY FASTEN AS
the water resielthie barrier for subsequent drainage. Openings using pan flashing shall Incorporate, flashing or protection
SECTION -A
NECESSARY IN CORNERS THROUGH
at the head and sides.
(SEE DETAIL
SELF -ADHERED FLASHING
1.2 In accordance with the flashing design or method of a registered design professional.
1.3 In accordance with other approved methods.
ELF -ADHERED
S FLASHING
1.4 In accordance with FIMA/AANIA 1.00, FMA/ AAMA 200, FIMA/WDMA 250, FMA/AAMA/
WDMA 300 FMA/AAMA/WDMA 400.
2
or
SELF -ADHERED FLASHING
5
2. At the Intersection of chimneys or other masonry construction with frame or stucco wells, with
imolecting lips on both aid" under stucco copings.
NAILING
FLANGE
4
I
DO NOT FLASH OVER
SEAL TOPS OF JOISTS
6
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
BOTTOM NAILING
FLANGE
UNDER DECKING
(SEE DETAIL WP07)
2
7
S. Where exterior porches, decks or stairs attach to a wall or floor assembly of woo"rame construction.
S. At wall and roof Intersections.
SELF -ADHERED FLASHING
IWPO4
SELF -ADHERED FLASHING
IWPO5
SELF -ADHERED FLASHING
WP06
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
INSIDE CORNER
7. At built-in gutters.
SELF -ADHERED FLASHING
DECK PROTECTOR
WIT'Cament
Plaster 7/8" Cement Plaster
in accordance with in accordance with
ASTMC926
ASTMC926
-------
SELF -ADHERED
FLASHING PATCH
Felt backed metal Felt backed metal
lathe in accordance lathe in accordance
SELF -ADHERED FLASHING
. . . . . . . . . . . . . . . with ASTMC1063
with ASTMC1063
DECK PROTECTOR
Building Paper Building Paper
7/16" O.S.B.
7/16" O.S.B.
sheathing
sheathing
E
S�/�ING L E
DOUBLE
JOIST
metal
Keep top edge
_�,
JOIST
SELFADHERED FLASHING
Flashing
of weep screed
SELF -ADHERED FLASHING
2" below top of
3 1/2"
block
3" MIN
2
Unperforated
Vulcum
4
Flange 7/8"
cauk bottom
5
Weep Screed
joint only
Maintain
Metal Flashing
Bottom of
3-1/2" Unperforated
SELF -ADHERED FLASHING
P07
rw
SELF -ADHERED FLASHING
WP08
APPLYA UQUID FLASHING TO THE MASONRYOPENING (HEAD, JAMB, SILL? IN
RECOMMENDATIONS, BEFORE WP09
Weep Screed
1 1/2" to 2"
Flange 7/8" Weep Screed
\HO.8362x;DECK JOIST
OUTSIDE CORNER
ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION OF THE SUCKIRECEPTOR.
Above Roof
1/2'Cementillous
Sheathing
Decorative Finish
A
V
All Inside and
outside corner will
EXTERIOR
WINDOW UNIT
need to be miter
CEMT. FIN.
cut and caulked all
Cement Plaster
butt joints need to
BUILDING PAPER
SLOPE
in accordance
becaulked using
SLOPE
with ASTMC926
Vulcum caulk for all
SLOPE
0.3 in: 12.0 in
0.3 in: 12.0 in
(0.6 cm : 30.5 cm)
0.3 in :12.0 in
(0.6 cm : 30.5 cm)
over wood 2nd
floor
(0.6 cm : 30.5 cm)
><
SELF -ADHERED FLASHING
WIRE LATH
><
SELF -ADHERED FLASHING
EXTERIOR
CEMT_ FIN.
BUILDING PAPER
WIRE LATH
V
2
Illy
SELF -ADHERED FLASHING
Block
WIRE LATH
2 I/Z'Perforated
Flange 1/2" Weep
BUILDING PAPER
Cement
Screed
BUILDING PAPER
Plaster
over block
EXTERIOR
1 $1 floor
WINDOW UNIT
CEMT. FIN.
Install bottom
Slab
edge of weep
screed 1' below
finish floor
OPTIONAL DETAIL
2
$3
2
3
Note:
The building paper �ind metal lath
must be installed over the top of
WEEP SCREED DETAIL.
SELF -ADHERED FLASHING
WP 0
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
[�V
the
SCALE: NOT TO SCALE
CEMT. FINISH WINDOW HEAD
CEMT. FINISH WINDOW SILL
CEMT FINISH PARAPET WALL �12
weep screed.
LillC14
z
L O�,'
0
Li2 Le Q�
6 R
E
2�
0
IL
Z,
Elm
%
0 W
WWW.FDSENG.COM
El 11 11
0
z
0
z
C4
CY)
U
0
(y)
0
E
OPI
L0
N Q
4dw/A\F%AMCZ
LJO%Mlr4M
FLORIDA CONTRACTORS UCENSENO.CRC133Oi461
3000 GIULFBREEZE PARKWAY
GULFBREEZE, FLORIDA 32563
I PORT ST. LUCIE
IVI Job information:
0
4 0 0)
LLJ
> L0
z>
o _J Lu Z) A
_J M U) (f) LO L2
Model Name Number:
1820
Plan issue Date:
Monday, January 11, 2021
KA PROJECT NUMBER:
20-9735
Sheet: WP Of:
WATER PROOF
DETAILS
W1 BUI�NER
42X42 A/C SLAB
BY BLDR MIN 2� SH t 25 SH
. . . . . . tRIECM1 E
i FO IZFM 0 6W
Z EGRESS
2 FROM WALL
Wb 11
LANAI
BEDROOM #2 -(LWNER'S BEDROOM
VAULT CEILING
VAULTED CEILING VAULTED CE1UN91'
125
14x8 Iwcd,1 2x12 ran — ----- -
5" bath duct ------
DOL 25 SH
to roof ccp 2868
2-668 14x8 1 wcd
CHANGE TO 25 SH
w/ standard 70 215
W/ F/P OP'"ON
IR"ISH 10
cfm bath fan FIREPLAOE OPTION
16x16 rag
x1 6 ra,"g
B H2
8x4 1w d
--" 'i. 1 114 4 rag 5" bcth duct
25/ 4 206
1. EARLYM-W
IF 8
M0
10ff CEILING 7'-0" to roof ccp
r
W/
x6 WALL
VTR 5
14x8 lwcd standard 70
195 8x 1 wcd!
cfm bath fan
------------------- ----------- --- ---- ---------
10x10 1g
BEDROOM # IIR/iSH rill
VAULTED
10x6 lwcd�
RIP-1
x6 lwcd
70 50
6"
14" OWNER
i BATH
T— 4Z
VAULT, ED CLG�
M. 5 8 Moo
- ---------------
IR/ISH
D
iIAN
L Hoc
ROVIDE PLATFORM
2 4xl 8 br R 14VAC UNIT SINK,
RIFY SZE WITH 8"
M- R
�INING ROOM
KT
VAUI.TED CEILING
7" VAU D CLG. 1>1
A Q 1 A
12x6 1wcd A W�
185
160 4',
REFRI
NOOK
��12x12 rag UN.
-8 4 1 wco I
7 40
12xl
rag EOYER
STEP D
.8 10' CEILING
01, i RYERVENT
THRU ROOF
12x6 lwcd t MAX LOT 25-01, PULL E;N. STAIRS
125 22%` X 54
D
FRAME WALLS
N1
BEDROOM #4 �OA VII R-11 INSULATION
VAULTED CEILING 2) 12- SA]
TTMS. PE f 2 CAR GARAGE
7
IF=TN B., a CEILING
4" dryer duct
to roof cap
------ - floll! HI HI
j 1 0111- ENTRY w/dryer vent box
SEE EL ION FOR
WINDOW 817E & STYLE IO'CEILING --- -
LINE OF GARAGE DOOR
- - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ELEV. 9
"S' & 'D' G.T. (ELEV"B" ONLY!
-1 -777Z�Z:Z: Z
CDO4
3.0 TON W/5KW �240V 1PH
18x'13 plen
scale :1/8 =1 0 �HOSE
platform by BIBB
(A)
bldr WkI&I
16 OVEPHEAD DOOR
NOTE TO BUILDER:MUST PR VIDE UNRESTRICTED
1 INCH UNDERCUT BELOW D�IORS TO HABITABLE ROOMS
Transfer ducts/grills sized in compliance
with Florida Residential Building Code—M1602.4
balanced return air.
EXCEPTIONS 1-3 FLOOR FLAN
SCALE: 1/4' �3.'O'
Must have a minimum clearance of 4 inches around the a"ir handler per the State Energy �:c
AREA CALCULATIONS
0
C)
Q�\
0
M
Z
0
LU
LU
0
GO
LLJ
0
0
Lo
LLJ
0
<
3:
<
—j
3:
—
FILE COPY
C)
C)
M
C\j
<
C\j
Z
I
00
C)
r--
ry
ILIJ
UJ
M
<
c):f
M
EL
—i
(J)
C�)
Rcting
All duct has an r=6 insulation value.
ist FLOOR 1B2O S.F.
TOTAL LIVING (AC) 1920 S.F.
GARAGE 396 S.F.
COVERED ENTRY (BASE) 56 S.F.
COVERED PATIOMNAI 137 S.r.
TOTAL AREA UNDER ROOF 2409 S, F.