HomeMy WebLinkAbout36130 Shady Bluff Lt 7A
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3020 S. Florida Ave, Suite 101, Lakeland, FL 33803 J
Phone:863-619-7103 Fax:863-619-7995 - _ ______
www.highlandhomes.org
ADDENDUM AND CHANGE ORDER
Construction Stage: Not Started
In reference to Agreement of Sale between Highland Holdings, Inc., a Florida Corporation, the SELLER, and Raymond L Givhan
Jr. S Victoria I. Givhan the BUYER, dated , covering the real property commonly known as Street Address: 36130 Shady Bluff Lp
City. Zephyrhills State: FL Zip: 33541 Community: Silverado Lot: 7 Phase/SlockArillage: 3 and Model: Westin - SLV,
Salesperson:. The undersigned SELLER and BUYER agree to the following:
Options and Upgrades:
— CHANGE ORDERS —
95050 [ 1] Fee - Change Order#5 NO CHANGE ORDER FEE- BUYER HAS NOT SIGNED n/c
PAPERWORK YET. BUYER ADDING DRAWERS IN MASTER BATHROOM IN PLACE OF KNEE
SPACE. FINAL CHANGE
— CABINET - OPTIONS —
140080 [ 1] Cabinet - Option -Eliminate knee space / add drawer stack (Master Bath Only) 250.00
Total Options and Upgrades: $250.00
Current Contract Price: $240,149.00
Total New Contract Price with Options and Upgrades: $240,399.00
Color Choices:
ALL OTHER TERMS AND CONDITIONS OF THE PURCHASE AND SALES AGREEMENT SHALL REMAIN IN FULL FORCE AND
EFFECT.
The herein Agreement, upon its execution by both parties, is here with made an integral part of the aforementioned Agreement of Sale.
DAD % BUY�i)t 4.
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VictoriayondGivhanJr.
BUY7 j
1.Givhan w
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DATED: PREPARED BY:
SELLER: HIGHLAND HOLDINGS INC. _
By: _
Sel
DATED:
itBUYER(S) INITIALS®r
CGCO58580 'ver.01/09 9
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Client ID: A33940
Page 1 of 1
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WASHER & DRYER LOCATIONS
REMAIN THE SAME REGARDLESS
OF GARAGE HANDING. WASHER
ON LEFT, AND DRYER ON RIGHT.
FL 0 OR PLAN(A) 114 " -1*'
NOT TO SCALE
LINTEL SCHEDULE
LINTEL
SIZE
REINF
L1
8x16
1-5T&B
L2
8 x 24
1- 5 T&B
L3
8 it x 32
1- 5 T&B
*PRECAST LINTEL, (1) #5 REBAR IF
OVER 6' NO REBAR REQ'D IF LESS
THAN 6'
L1
K.O. COARSE
ALL CELLS, K.O. &
P.C. LINTEL FILLED
!:
w/3000 PSI CONC
P.C. LINTEL
L3
K.O. COARSE
"
�:
K.O. COARSE
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ALL CELLS, K.O. &
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ALL CELLS, K.O. &
P.C. LINTEL FILLED
W/3000 PSI CONC
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w/3000 PSI CONC
P.C. LINTEL
!:
P.C. LINTEL
Fri
1/4" TAPCONS W/MIN. 1
1/2" EMBEDMENT -
24" O.C. (MAX) W/ 1/4
TAPCON ON EACH SIDE
OF COLUMN WITHIN 6"-\
1X2 OPEN BACK-\
1 1/2" MIN.
CONC. ATTACHMENT
DETAIL — N.T.S.
NOT TO SCALE
3Ox3Ox10 FTG
3-#5 E.W.
i
x 2" OPEN BACK
# : x 2" S.M.S.
2d J.C. (MAX)
TYP. SCREEN WALL
ATTACHMENT DETAIL
NOT TO SCALE
FOUNDATION PLAN 114 " _ 1'
x
00 " 00
[��
Ell]
E
X
KITCHEN RANGE ELEVATION KITCHEN DOOR ELEVATION KITCHEN FRIDGE/SINK ELEVATION MASTER BATH ELEVATION
CABINET ELEVATIONS 114 " = 1 '
1 2'-10" 1
HALL BATH ELEVATION
ELEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
THREE WAY SWITCH
4
FOUR WAY SWITCH
110V RECP.
W
11OV DUPLEX RECP.
&
220V RECP.
"GFI
110V GROUND FAULT INTERUPT
HALF SWITCHED DUPLEX RECP.
LIGHT FIXTURE
®
RECESSED LIGHT FIXTURE
O
JUNCTION BOX
EXHAUST FAN
®
EXH. FAN/LIGHT COMBINATION
'
TELEPHONE JACK / CAT 5
SD
SMOKE DETECTOR
%C
COMBO SMOKE/CARBON MONOXIDE DET.
v
TELEVISION OUTLET
4)))
SPEAKER WIRE
OTHERMOSTAT
SIMPSON H2.5 CLIP
TRUSS TO TOP (2)
PLATE (TYP) 7/16" OSB SHEATHING
(CONT.) ATTACH W/
8d NAILS @ 6"o.c.
EDGE & FIELD
(2) 2X4
TOP PLATE
2X4
11 16" O.C.
2X4 BOTTOM
PLATE
-SIMPSON HETA20 ® 24" O.C. STRAPPED
TO STUD & BOTTOM PLATE AND
EMBEDDED INTO BOND BEAM
KNEE WALL DETAIL
NOT TO SCALE
W
36
REATE G'
CITY U �' YHHiLLS ��// PLANS EXAMINER_--_&&
4" THICK REINF. CONC. SLAB
2500 P.S.I. W/ FIBERMESH
SX12 STEP-DOWN FOOTER
(NO REBAR REQUIRED)
12- 4
STEP-DOWN
FOOTER DETAIL
NOT TO SCALE
BATH #3 ELEVATION
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REAR ELEVATION 9/4" _ 1,
RIGHT ELEVATION 1/4" _ > '
LIZ,
48"x24"xl8"
LEFT ELEVATION 114 = 1
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ULM 11 7�011 1
061
ININIFE-11miniolul
UNIMILE11101
CORBEL DETAIL
2"
START 6" FROM ENDS
APROX. 20.5" BETWEEN
REG. MOLD. 4X7" 2X4"
4.5X8.5" WINDOW SILL...^IM
1.00
El
0
ri nnni inur n /w
ELECTRIC PLAN
TO BUILDING
ELECTRICAL NOTES
2" C
SMOKE DETECTORS LOCATED ON WALL 12"
TO
BOTTOM OF BOX OUT.
VANITY LIGHTS 80" TO CENTER OF BOX
OUT.
200 A
FRONT DOOR GFI 4" OFF SLAB CENTER
(SEE
10
METER
PLAN FOR LOCATION).
MCB
TV AND PHONE LOCATIONS PER COLOR
SHEET.
OTHER ELECTRICAL OPTIONS PER COLOR
SHEET.
DISHWASHER, DISPOSAL OUTLETS UNDER
SINK.
MICROWAVE PRE -WIRE.
5/8"x10
U/G FROM NOTES
GROUND
A.
UTILITY CO. 8KW & 3 1/2 TON - 6/2 ROMEX
ROD
ELEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
e
THREE WAY SWITCH
4
s
FOUR WAY SWITCH
110V RECP.
110V DUPLEX RECP.
220V RECP.
(�)GFl
110V GROUND FAULT INTERUPT
HALF SWITCHED DUPLEX RECP.
LIGHT FIXTURE
®
RECESSED LIGHT FIXTURE
O
JUNCTION BOX
EXHAUST FAN
®
EXH. FAN/LIGHT COMBINATION
TELEPHONE JACK / CAT 5
SD
SMOKE DETECTOR
S�C
COMBO SMOKE/CARBON MONOXIDE DET.
TELEVISION OUTLET
LIVING AREA
2247
LANAI
141
GARAGE
631
ENTRY
50
TOTAL AREA
3069
HVAC PLAN 1/4"=>'
EQUIPMENT BY (SEE ENERGY CALC)
COND
SEE ENERGY CALC
A/H
SEE ENERGY CALC
HEATER
SKW)
SEER
14
HSPF
7.5
DUCTBOARD R-6.5
FLEX R-6
BOOTS R-6
TAPE FASSON UL 181
ELECTRICAL RISER
SCALE N.T.S.
I 1 I I! -IT Fl.. I I 11'1
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CODE
FRAME
ROUGH OPENING
CODE
FRAME
ROUGH
OPENING
12
1858X251
2
22
361
2X251
2
13
1858X3778
23
361
2X3778
14
18
5
8 X
50 1
8
24
36
1/2
X
50 1
8
245
36
1/2
X
55 1/2
15
18
5
8 X
62 1/2
25
36
1/2
X
62 1/2
16
1858X71
1/2
26
361
2X71
1/2
17
18
5
8 X
83 1/2
27
36
1/2
X
83 1/2
1/2 32
26X251
2
32
5258X251
2
1/2 33
26X3778
33
5258X3778
1/2 34
26X501
8
34
5258X501
8
345
5258X551
2
1/2 35
26X621
2
35
5258X621
2
1/2 36
26X71
78
36
5258X71
1/2
1/2 37
26X831
8
37
5258X831
2
2024
24
X
28
3050
36
X
60
2030
24
X
36
3060
36
X
72
2040
24
X
48
3424
40
X
28
2050
24
X
60
3430
40
X
36
2060
24
X
72
3440
40
X
48
2424
28
X
28
3450
40
X
60
2430
28
X
36
3460
40
X
72
2440
28
X
48
3824
44
X
28
2450
28
X
60
3830
44
X
36
2460
28
X
72
3840
44
X
48
2824
32
X
28
3850
44
X
60
2830
32
X
36
3860
44
X
72
2840
32
X
48
4024
48
X
28
2850
32
X
60
4030
48
X
36
2860
32
X
72
4040
48
X
48
3024
36
X
28
4050
48
X
60
3030
36
X
36
4060
48
X
72
3040
36
X
48
GENERAL NOTES
SUPPLEMENTAL NOTES
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR
THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
BEFORE REQUESTING THE FRAMING INSPECTION.
A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
HEATER OR ELECTRIC PANEL.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-O" AWAY FROM BUILDING SIDE WALLS.
IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
1'-0" OF THE BUILDING SIDE WALLS.
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE
SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED.
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH
PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL
ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL
OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR
SOIL TREATMENT.
SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE
STRUCTURE SIDEWALLS.
AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING
LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
RETREATED.
ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT,
A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A LICENSED PEST CONTROL
COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL
STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPT OF
AGRICULTURE AND CONSUMER SERVICES."
AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN
1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR
OTHER CELLULOSE CONTAINING MATERIAL.
NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF
ANY BUILDING OR PROPOSED BUILDING.
MASONRY GENERAL NOTES STRUCTURAL DESIGN CRITERIA
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC FBCR 2010
REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 2. ASC /SET 7-10 CODE (140 mph)
2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000 3. STRUCTURE RISK CATEGORY = II
PSI, FM=1350 PSI) LAID IN RUNNING BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS
3. MORTAR SHALL BE TYPE S OR M. 5. EXPOSURE FACTOR = B
4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICENT = t0.18
WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5, 7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF
VERTICAL. 8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF
5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX)
CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. ROOFING / FLASHING
DRAINAGE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF
PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% PROVIDED. ROOF SHEATHING NAILING SCHEDULE FOR 7/16- OSB ROOF
SLOPE AWAY FROM THE FOUNDATION. ) /
STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS.
GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE
STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK.
USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND
TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16"x26GA VALLEY
BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0" METAL PLACED OVER FELT NAILED 12" o.c. 0 EDGES. WHERE WALLS MEET
WINDOWS ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS.
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS
101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE
MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS STD SPF OR HIGHER GRADE.
IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1 x BUCK INTO MASONRY. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BRD (IF AREA ABOVE
THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CLNG).
24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW. TRUSS ANCHORS
EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS
2006 OR ASTM F 2090. EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END
GARAGE DOOR FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6" FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
WEDGE ANCHORS, CONCRETE SCREWS OR .145"0 P.D.F.'s A PERMANENT LABEL CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS.
IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE THIS SUBSTIlU110N IS GOOD FOR A MAXIMUM UPLIFT OF 1,000 PER STRAP.
PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES #
ENABLES ASSURANCE OF COMPLIANCE ELECTRICAL NOTES
EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106 AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
WIRE COLLATED NAILS 0 4"O.C. 2x DOOR BUCK (IF REQD) TO BE ATTACHED TO SMOKE IDET. LOCATED ON NEC).
12" TO BOT. OF BOX OUT. VANITY LIGHTS
MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS @ 4" O.C. SECURE PRE- 80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
HUNG DOOR UNIT PRE MFG SPECS. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
ATTIC ACCESS ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
22"00". ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
EXTERIOR SIDING REGUARDLESS OF GARAGE HANDING.
MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C. LATH
EDGES & 6" O.C. IN FIELDS ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
MISPLACED WALL RIENFORCING NOTE MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
AND BE 11ED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING NAILS AO PENETRATION WITH
EQUIVALENT
OVER4ATGLEASTI3ED
IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
BEAM w/ A MIN. HOOK OF 10". THE BOTTOM OF THE BAR SHALL HAVE A WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
#5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
SET EPDXY, CELL SHALL BE FILLED w 2500 PSI CONCRETE. BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
/ A MIN. BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
FLASHING, SEALANTS, AND WEATHERSTRIPPING WIRE LATH.
ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE FENESTRATION
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
SINGLE DOOR
FL#
CODE
VERSION
STATUS
MANUFACTURER
CATEGORY
SUB
CATEGORY
PRODUCT MODEL
# OR NAME
PRODUCT
DESCRIPTION
BOORS
�4 �' HUNG
WTI I NON IMPAGT
SINGLE
STANT GLAZIP46
11956 R-2-
2919
APPRYD
MI WINDOWS AND
DGEAS
EXTERIE)R -SLIDING
BOORS
EXT -��2/3740
Du 0 Ov R
ASSEMBLIES
AEUMINUM SEIDING GLASS
NOR '"T'' IMP
---
uwwix ITI NON
RESISTANT GEAZIP46
10788
2010
APPRVD
ALENCO WINDOWS
WINDOWS
SINGLE HUNG
3700 SERIES
SINGLE HUNG
ALUMINUM SH WINDOW
WITH IMPACT
RESISTANT GLAZING
14634.2
2010
APPRVD
PLYGEM WINDOWS
EXTERIOR
DOORS
SLIDING EXT
DOOR
ASSEMBLIES
4700 SERIES
SINGLE HUNG
ALUMINUM SH WINDOW
WITH IMPACT
RESISTANT GLAZING
821-R3
2010
APPRVD
UNITED STEEL
PRODUCTS COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
10655-Rl
2010
APPRVD
SIMPSON STONG-TIE
COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
1774.1
2010
APPRVD
COMMERCIAL CONC
COMPANY
STRUCTURAL
COMPONENTS
PRECAST PRE-
STRESSED
LINTELS
8" &12" LINTELS
158.1
2010
APPRVD
CAST CRETE
CORPORATION
STRUCTURAL
COMPONENTS
HIGH STREGTH
CONCRETE
LINTELS
4", 6", 8" AND 12"
WIDE LINTELS
4904-R4
2010
APPRVD
MASONITE
INTERNATIONAL
EXTERIOR
DOORS
SWINGING EXT
DOOR ASSEMBLIES
STEEL DOOR WITH
OR WITHOUT SIDELITES
19124 RG
2010
APPRVID
IAET
GAF MATERIALS
ROOFING -
ASP'
TIMBERLINE 38
LAMINATED
5444.1
2010
APPRVD
CERTAINTEED
CORPORATION
ROOFING
ASPHALT
SHINGLES
3-TAB / ARCH
LAMINATED
SHINGLE
2075.2
2010
APPRVD
FL METAL PRODUCT
COMPANY INC
ROOFING
ROOFING
ACCESSORIES
RIDGE VENT
15961.2
2010
APPRVD
SOUTHEASTERN
METAL MFG CO
ROOFING
ROOFING
ACCESSORIES
OFF RIDGE VENT
15279.20
2010
APPRVD
CLOPAY BLDG
PRODUCTS CO
EXTERIOR
DOORS
SECTIONAL EXT
DOOR ASSEMBLIES
WINDCODE W4
GARAGE DOOR
13389.1
2010
APPRVD
CERTAINTEED
CORPORATION
PANEL WALLS
SOFFITS
VINYL SOFFITS
13531
2010
APPRVD
PIyFASTner LLC
STRUC COMP
ANCHORS
DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS
EXTERIOR PRE -HUNG DOORS
SECURE PRE -HUNG DOOR UNIT
USE #10 WOOD SCREWS/TAPCONS
USE SIMPSON 1/4" X 1 1/2" MIN NAILON PINS AT THRESHOLD
DOOR INSTALATION/FASTENER PLACEMENT
NOT TO SCALE
ROOF PITCH
PER ELEVATION
CONNECT BEAM TO TRUSS
W/SIMPSON MTS12.
U.N.O.
2 SYP BEAM (SIZE PER
PLAN) STRAP W/(1) SIMPSON
HETA20
ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
CMU COLUMN AT FRONT
ENTRY PORCH W/#5
VERTICAL. COLUMMN HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6" MIN.
INTO FTG. W/ 90' HOOK
•' " PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/UPSET BEAM (ENTRY)
NOT TO SCALE
ROOF PITCH
PER ELEVATION
dIU,lI I TRUSS STRAP PER
L GENERAL NOTES` -PRECAST LINTEL
/() #
(& US S1PAN5B) CONTINUO
BETWEEN COLUMNS W/MIN.
8" BEARING SURFACE
_�4EACH END CAP
,-ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
CMU COLUMN AT FRONT
ENTRY PORCH W/#5
VERTICAL. COLUMN HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6" MIN.
INTO FTG. W/ 90' HOOK
PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/PRECAST LINTEL
NOT TO SCALE
LOAD -BEARING
PRESSURE
CLASS OF MATERIAL
(LBS. PER SQ/FT)
CRYSTALLINE BEDROCK
12,000
SEDIMENTARY AND FOLIATED ROCK
4,000
SANDY GRAVEL AND/OR GRAVEL
3,000
(GW AND GP)
SAND, SILTY SAND, CLAYEY SAND,
2,000
OSB SHEATHING
8d NAILS 0 6'o.c.
CANTILEVER BEAM
TO ROOF DECK
SILTY GRAVEL AND CLAYEY GRAVEL
BOND BEAM/ LINTEL
EDGE a FIELD
USP RT18
(SW,SP,SM,SC,GM AND GC)
(2) 2x8 BEAM
CLAY, SANDY CLAY, SILTY CLAY,
1,500
NAIL OSB TO
2X4 BLOCKING
CLAYEY SILT, SILT AND SANDY SILT
W/(2) 8d
2X4MASNAILEDTO
B/eEAM 10'-6•
8/BEAM HY-4? AFF
(CL,ML,MH AND CH)
EACH END
ILED
W/MIN. 2-1/2"
2x4 STUDS 0 16"o.c.
FRAMED TO T/BEAM
NAIL OS8
CASE
SHEATHING TO
HARDENED/ T-
co
T/CMU 9'-4'
2X4 ®EDGE W/
MIN. 8d 6" O.C.
NAILS 0 4" O.C. Lo
I
o0
N
I
I
00 ' 8d NAILS
2x4 BLOCIONG 0
WINDOW BUCK r`
aO
.o.
O 6'o.c. EDGE do FIELD
2'-O'o.c. 2-16d
NAILS EA END
ATTACHMENT
2x4 PT CONT
PRE-ENG MO TRUSS
PER MFG.
}70x3}7TAPCON 0 16'o.c.
ARCH/ELLIPSE/EYEBROW 8'-0" - S-O" ENTRY BEAM DETAIL
FRAME CONNECTION N.T.S. EYEBROW ARCH DETAIL N.T.S.
NOT TO SCALE NOT TO SCALE
26 GA VALLEY METAL
(SEE GENERAL NOTES
FOR NAIL PATTERN)
ROOF DECK
W/15# FELT
/-SHINGLES
NOTES TYPICAL
EACH SIDE
VALLEY FLASHING DETAIL
NOT TO SCALE
SIDING
METAL
FLASHING
SHINGLE
ROOF VENTILATION CALCULATIONS
FLORIDA BUILDING CODE 2010
SECTION 806.2 - 1 300
TOTAL ATTIC SPACE - 3650.00
NET FREE VENT NEEDED - 876.00
# OF RIDGE VENTS - 6.00
# OF OFF RIDGE VENTS - NA
Q
N - PROOF CEMENT
ROOF DECK
FLASHING DETAIL
NOT TO SCALE
COMPONENTS
FLORIDA
SECTION
AND CLADDING
BUILDING CODE 2010
301.2 140 MPH
NO.
ZONE
EFFECTIVE
WIND AREA
DESIGN WIND
PRESSURE
A
4
10
+35.3/-38.2
B
4
20
+33.7/-36.7
C
4
50
+31.6/-34.6
D
4
100
+30.0/-33.0
AA
5
10
+35.3/-47.2
BB
5
20
+33.7/-44.0
CC
5
50
+31.6/-39.8
DID
5
100
+30.0/-36.7
TYPICAL EXAMPLES
A
1/2
32, 1/2
33, 1/2 34, 22
g
1/2
SH
35, 1/2
32-34, 3-0
36, ALL SH 2-
DOOR OR LESS
C
SH
35, 36, 5-0 OR 6-0 SGD
D
8-0 SGD, 8-0
OHD
16-0 X
7-0 OHD
< +22.0/-26.9
7/16" OSB SHEATHING (SEE ARCH
WINDOW DETAIL FOR BLOCKING)
C�
2X4 RAMSET W/
(3) 3-112" PINS
CMU ENTRY WALL
CONVENTIONAL VALLEY
FRAMING DETAIL
GABLE END, COMMON RIDGE BEAM
TRUSS OR GIRDER TRUSS - (SEE NOTE #6)
VALLEY RAFTERS
(24" O.C. MAX)
12
P
TRUSS TYPICAL
(24" O.C.) POST SEE
NOTE #8)
CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST -'
BE SHEATHED
1. INSTALL BASE TRUSSES.
2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES.
IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C.
ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY
FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS.
3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS.
4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS
WITH (2) 16d NAILS.
5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING
RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON
TRUSS TO ROOF SHEATHING.
6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.
BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST
TO ROOF SHEATHING WITH (3) 10d TOE NAILS.
7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER
SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d
NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS.
8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG
EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN
DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO
POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE
NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
WITH (4) 10D NAILS.
(2) 2x8 HIP SET TRUSSES
SYP BEAM CONNECT TO OUTSIDE
BEAMS W/USP HC
IFCONNECT BEAMS W/
HUC 2x10 -2 OR
EQUAL
(2) 2x8 SYP BEAM
(2) 2X4 CONNECTED
_ TO COLUMN W/(2)
USP TA20 & TO (2)
2X10 BEAM W/(2)
USP RT18
DECORATIVE
FRAME
CONNECT BEAM TO
KNEE WALL OR
TRUSS W/ SIMPSON
HUC28-2 OR EQUAL
16"0 COLUMN
(2) 2x8
BEAM
SIDE VIE W
COLUMN PAD
PER FOUNDATION PLAN
LI FRONT VIE W
COLUMN W/KNEEWALL DETAIL
NOT TO SCALE
VALLEY PLATE
(SEE NOTE #4)
POST SEE
NOTE 8)
GABLE END, COMMON
TRUSS OR GIRDER TRUSS
LIVE LOAD = 30 PSF (MAX)
DEAD LOAD = 15 PSF (MAX)
D.O.L. INC. = 1.15
ASCE 7-10 (MWFRS) 140 MPH
NOTE 48" O.C. MAXIMUM
POST SPACING
3 TAB FIBERGLASS SHINGLES ON 15#
FELT, 1/2" CDX SHEATHING OR 7/16"
ROOF PITCH
O.S.B. - 8d NAILS 0 6" o.c.
PER ELEVATION
SIMPSON HETA20 0 EA
PRE-ENGINEERED TRUSS
END OF EA TRUSS
(BY OTHERS)
(OR EQUAL)
R-19 BAT. INSUL. MIN.
2x SUB FASCIA
(SEE ENERGY CALC.)
GYP CEILING BRD
ALUMINUM OR -
LINTEL BLOCK w/1 #5 CONT.
VINYL SOFFIT
FILLED w/3000 PSI CONC.
PRECAST CONC. LINTEL-`
w/1 - #5 CONT. 0 SPANS
C-0" AND GREATER
ALUM. WINDOW
(SIZE PER PLAN) 1/2" GYP. BRD. 0 WALLS ON
1x2 PT FURRING STRIPS 0 24"
o.c. w/R4.2 MIN. INSUL.
PRE -CAST CONC. SILL
STUCCO FINISH—,,", ItijI r3 1/2" CONC. SLAB w/6x6
I 10 W.W.M. OR FBERMESH
#5 BAR DOWEL w/10" STD.
HOOK (LAP MIN. 25" w/
VERT. REINF. BAR)
EXISTING UNDISTURBED
:r-=-.•
OR ENGINEERED SOIL.
III I
N I li �
• _.. rrti'�'
(2)-#5 CONT. I V-4• a ax
TYPICAL CMU WALL SECTION
NOT TO SCALE
EXISTING
UNDISTURBED OR 4" THICK REINF. CONC.
ENGINEERED SOIL . • SLAB W/ 2500 P.S.I.
=1I1 Smlllll�
• II1=1 FIBERMESH 12X18 BELL
IIFOOTER.
(2)-#5 REBAR 12" 3" CLR
ALT MONO FOOTER
DETAIL
ENTRY DOOR DETAIL
N.T.S.
50,— 0"
TRUSS LAYOUT A 114" = 1 '
FIELD BRACING is not the responsibility of the truss fabricator,
truss designer, or plate manufacturer. Persons erecting trusses
are cautioned to seek professional advice regarding temporary
and erection bracing which is always required to prevent toppling
and dominoing during erection, and permanent bracing which may
be required in specific applications. Trusses shall be erected
and fastened in a straight and plumb position. Where no direct
top chord sheathing is applied, trusses must be braced at 24"
on center maximum. Where no direct bottom chord sheathing is
applied, trusses must be braced at 10'-0" on center maximum.
Trusses must be handled with extreme care during erection to
prevent damage or personal injury. Refer to truss engineering
for connection and bracing requirements. These calculations are
supplied in order for the ENGINEER OF RECORD to adequately
provide for connection and integration of the roof assembly to
the supporting structure. Designers of supporting connections
are SOLELY responsible for the integrity of their product.
Trusses remain our property until paid for in full. Truss layouts
and engineering may not be reproduced in part or in full under
any circumstances.
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2x4 STD.
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
-.MW 2.5
12
V—O"
TRUSS END DETAIL
12
5PPP,'
SPECIAL NOTE
ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE
FOR THE ENGINEERING DESIGN AND COST OF THE REQUIRED REPAIR.
WARNING !!
A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS
BUILDING. REFER TO HIB 91 SUMMARY SHEET OR CALL (941)665-9001
FOR INFORMATION.
TRUSS BRACING
1) THE TOP CHORD PERMANENT BRACING IN THE FORM
OF SHEATHING, OR PURLINS FOR A PIGGYBACK CONDITION.
2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF
PURLINS ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE
ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED
BY A "FILLER" BOTTOM CHORD SECTION OR "FALSE" BOTTOM
3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE
INDIVIDUAL TRUSS DESIGN DRAWING.
HANG�p CHMT
4�, =
HUS 26
(SIMPSON)
A =
HGUS28-2
(SIMPSON)
HGUS28-3
(SIMPSON)
d a =
LUS24
(SIMPSON)
I► =
HUS 28
(SIMPSON)
STRAP / NAILING SCHD
QTY
STRAP
MFG.
NAILING
—
HUS 26-2
SIMPSON
(4) 12d
—
RT — 18
USP
(4) 10d
—
TA — 20
USP
(8) 10d
REFER TO ENG
PACK FOR
REV
y
DATE
I
CONNECTION
REFER TO ENG
PACK FOR
2
-
CONNECTION
CJ 3 �
VJ5
3
4CJ1
U
1 —0
4"
2,-0,
14-
.
TYPICAL 5'
SETBACK
CORNERSET
LABELING
AND SPACING
ROOF
DETAIL
U
4"
2'-0" 2'-0"
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
Ua
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DRAWN
CAM
CHECKED
CL
DATE
9-22-14
SCALE
NOTED
JOB No.
06043
If
9/2-91q-
PLANS DESIGNED & ENGINEERED
IN ACCORDANCE w/
FLORIDA BUILDING CODE 2010
SHEET