HomeMy WebLinkAbout6118 8th St (3)— _ n I 1 4 Ir Irp^ IIL I 1 I I_ S_ I I I I _ I --- — --i ID I I �R>'I II: II'Fri ' I _I I I' 1 11111, 1
10'-3"
EXISTING
STRUCTURE
EXISTING
STRUCTURE
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NORTH
KEYED FLOOR PLAN NOTES
1. REINFORCED CONCRETE BLOCK WALLS CONSTRUCTED 7� n
OF 8" x 16" CUT FACE UNITS SPLIT FACE TO MATCH ZPD Kul KENNEL BUILDING
EXISTING BUILDING. CITY OF ZEPHYRHILLS
2. 3'-0" WIDE X 7'-0" HIGH INSULATED METAL DOOR IN POLICE DEPARTMENT
HOLLOW METAL FRAME WITH STAINLESS STEEL HAGER 61l8 8TH STREET
LEVER SET HARDWARE, HINGES AND KEYED DEADBOLT. ZEPHYRHILLS FLORIDA
PAINT DOOR & FRAME TO MATCH EXISTING DOORS ON
ADJACENT BUILDING. HARDWARE FINISH TO BE D26,
BRUSHED STAINLESS.
3. ELEVATED WASH TUB (INSTALLATION ONLY — TUB TO BE
DONATED BY ZPD SUPPORTER). GC TO PROVIDE WATER
SOURCE AT 54" A.F.F. (VERIFY WITH PLUMBER) AND
CONNECTION TO SANITARY SEWER SYSTEM.
4. PROVIDE WATER SOURCE AT STANDARD MOUNTING
HEIGHT FOR FILLING WATER BOWLS AND CONNECTING
PRESSURE WASHER HOSE.
5. FLOOR DRAIN (SLOPE BROOM FINISHED CONCRETE SLAB FLOOR IN WASH
AREA TOWARDS DRAIN. (ZURN Z415C OR EQUAL). (2) SHOWN ON PLAN
6. CONTROL JOINT IN CONCRETE. SLOPE FLOOR AT 0.125"
PER FOOT TOWARDS THE EAST END OF THE KENNEL
FLOOR.
7. 6'-0" HIGH X 8" THICK X APPROXIMATELY 6'-0" LONG CONCRETE DIVIDER
BETWEEN KENNEL STALLS. (TYPICAL). OPTIONAL CHAIN LINK FENCE (SEE OWNER)
8. EACH EXTERIOR DOG RUN SHALL BE SEPARATED BY
APPROXIMATELY 8'-0" LINEAR FEET OF BLACK VINYL CHAIN
LINK FENCING WITH 3" DIAMETER POSTS AT EACH END
(TYPICAL). INCLUDE GATE TO EXTERIOR AT EACH RUN.
9. 36" WIDE X 72" HIGH 9 GAUGE CHAIN LINK FENCE/GATE WITH
LATCH. HARDWARE FOR HINGE PIVOT FOR GATE SHALL
BE MOUNTED TO CONCRETE BLOCK WALL. (TYPICAL)
10. CREATE SLOT IN FENCING AT FLOOR LEVEL, THROUGH
WHICH FOOD BOWLS CAN BE SLID. (TYPICAL)
11. 8" DEEP X 8" WIDE CONCRETE TROUGH WITH FOUR (4)
PVC DRAINS TO CATCH DOG'S WASTE OR FOOD DURING
PERIODIC PRESSURE —WASHING. CONNECT TROUGH TO
EXISTING UNDERGROUND SANITARY 4" PVC SEWER LINE.
12. PROVIDE FOUR (4) STAINLESS STEEL HOOKS AND HARDWARE
(TO PREVENT RUSTING) FOR LEADS, VESTS AND OTHER ITEMS REMOVED
DURING WASHING. COORDINATE LOCATION WITH K9 HANDLERS.
(HOUZZ MODEL CH23—PSS STAINLESS STEEL WALL HOOK OR EQUAL)
13. NEW CONCRETE SIDEWALK (3000 PSI WITH 6X6 10/10 WWM OR FIBERMESH
MAY BE SUBSTITUTED) MATCH EXISTING SIDEWALK.
14. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST (TYPICAL).
15. EDGE OF SLOPED ALUMINUM SHED ROOF, ABOVE.
16. EDGE OF ROOF OVERHANG, ABOVE.
KEYED ELECTRICAL PLAN NOTES
17. 36" WIDE X 72" HIGH X 15" DEEP PLASTIC STORAGE
CABINET WITH LOCK TO STORE MEDICINES AND EXTRA
LEADS. (TO BE FURNISHED & SUPPLIED BY OTHERS).
18. FURNISH & INSTALL JUNCTION BOXES AND EXPOSED
CONDUIT, MOUNTED TO BOTTOM OF CEILING JOIST FOR
CEILING FANS (RATED FOR OUTDOOR USE). (TYPICAL)
19. WALL MOUNTED MITSUBISHI SPLIT SYSTEM TO
PROVIDE CONDITIONED AIR WHILE WASH ROOM IS
OCCUPIED. INSTALL PER MANUFACTURERS SPECIFICATIONS
REFER TO ENERGY CALCULATIONS SHEET FOR SEER AND TONAGE.
KEYED ELEVATION NOTES
v
WORK SHALL COMPLY WITH PREVAILING
:ODES FLORIDA BUILDING CODE,
41TIONAL ELECTRIC CODE,
ND THE CITY OF ZEPHYRHILLS
DRDINANCES
20. STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
EXISTING PLANS WILL BE PROVIDED BY CITY FOR GC TO INSPECT BASE BUILDING PLANS DURING FIELD SURVEY.
21. ALUMINUM SHED ROOF (COLOR TO BE DETERMINED).
22. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST. (TYPICAL)
23. BLACK VINYL CHAIN LINK FENCE, ALL HARDWARE TO MATCH
24. CUT FACE BLOCK WALL.
25. BLOCK LEDGE (MATCH DIMENSIONS, STYLE AND COLOR OF THAT ON EXISTING BUILDING).
(TYPICAL)
26. 2'-8" WIDE X 2'-8" HIGH NON FIXED TEMPERED GLASS VIEW PANEL, SIMILAR TO WINDOWS IN EXISTING BUILDING
(NO NEED FOR LAMINATED GLASS). COLOR OF WINDOW FRAME SHALL MATCH THAT ON EXISTING BUILDING
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. S.,P.E. #53608
PROJECTS ENGINEERING CONSULTANT
COVER SHEET
DATE
1 OCT 2019
SHEET OF
1 OF 6
JOB NO.
2019-0916
I
1'-
AREA'S
KENNEL 328
COVER OVER FENCE 194
PETCO—PERFECT PET ALL WEATHER
SERIES INSULATED PET DOOR 9.75"X17"
OR EQUIVALENT. (SIZE OPTIONAL)
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
15' — 4"
LEFT ELE VA TIO N
r
32"X32"
w1 3'-8" NON FIXED
TEMPERED
32"X32"
NON FIXE 3'-8"
TEMPERED
STORAGE ;MINILIT HB
CABINET l__SP1
00
WASH TUB I I
17-1:: 1I I
03" DRAIN 03" DRAIN 32"X32"
NON 3FIXE NON FIXED
TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED
HB------- ---- -
W LJ
O
00
2 6
LU
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J 00
C�
,-6„
:j ---- - ------------------ ---------_`1 F� �W--- ----------�------- -- 4
Ell
Im
SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN
TO EXISTING I I I
I I I I I
I N I I I I
! I I FENCED! ! ! I
CD I GRASS !AREA I I
TYPICAL: ! !
I I I I I
I I I I I
I I I I I
----- - - - - - - - - -- - - - - - - - - --- ---------b
—21 '-2„ ,-2„ ,-2„
20'-8"
22'-5"
NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE
nPP-Nii(\Ir_c FOR EAC'u vp:-NINIp-I
22'-5"
Flor-% Isr,
/ _1AU_1T ELE? A TION
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
PET DOOR I !PET DOOR I !PET DOOR I I PET DOOR
9.75"X17" i i 9.75"X17" i i 9.75"X17" i i 9.75"X17"
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ij
FRONT ELEVATION
W /0 FENCE k COVER
15' — 4"
00
No. 536 • _
= +:
STA ki
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till
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608 ENGINEER LICENCE #53608
EN(DNEER'S
NOTES:
1.
DESIGN WIND
SPEED: 140 MPH V 108
MPH V asd3 sec gust
2.
RISK CATEGORY
PER
Table 1604.5
II
3.
EXPOSURE CATEGORY = "B"
4.
INTERNAL PRESSURE
COEFFICIENT = +/— 0.18
(ENCLOSED BLDG)
5.
COMPONENTS
& CLADDING DESIGN PRESSURES PER ASCE 7-10:
(ROOF)
ZONE 1 b:
+11 /-18
ZONE 2a:
+12/-33
ZONE 3a:
+12/-49
(WALLS)
ZONE4b:
+20/-22
ZONE 5b:
+20/-26
CODES:
FLORIDA BUILDING CODE, 6TH EDITION 2017
ASCE 7-10
CONSTRUCTION TYPE: 5—B
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A 1318-11)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301 ]
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11)
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
APA PLYWOOD DESIGN SPECIFICATION
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
1'— 4"
j-�EA R ELE VA TIOA
PARCEL: 08- 27-16- 89406- 000- 0193
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRH LLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525
PHONE:813-469-2289 E-MAIL: dwsf 1pe@earthl ink, net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhard t@tampab ay. rr. com
ELEVATIONS
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
SHEET OF
2 OF 6
2019-0916
II 1 1 1 1_1 '' " 111 1' 1 i _ ' I 1C'1 'tom 1 : I'! 1 II 1 _ 1 1 ' ' 1 i I, , i m-m", -mii I, , ,,n I ! qI I I I -. — I _ 1 1 1 _ _1 1 1 ' 1 71 ' 1111111 11PQ W, _. I _ _ I I _
5 VERTICAL WALL REINFORCING
ACI 90 STANDARD GROUTED CELL
HOOK -EMBED 6" BOND BEAM W/(1) #5 REBAR
= z
= N FILLED CELL
O
O
>
w 5 DOWEL„ ACI STANDARD HOOK
w a APED 10 MIN LAP
�w Z 25 MIN W/ VERT. & HORIZ. REINFORCING
g
1n ;
N
� `�.',•. � � CONCRETE FOOTING
REINFORCING REBAR
• �: '' •= f= (SEE FOUNDATION PLAN)
25" MIN LAP
MASONRY WALL
FILLED CELL DETAIL
(1)#5 REROD IN GROUTED CELL
LOCATED PER PLAN
25" DOWEL LAP MINIMUM
4" CONCRETE (3000PS1) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6' WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
16"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH
BOTT50M OFR�OOTERCONTINUOUS
BE� 2'CHAIRS—TYPICAL
TYPICAL MO NO L YTHIC
FOOTING DETAIL
TERMITE PREVENTION NOTES:
COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING
1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER
AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE
PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
ELECTRICAL PANEL FBC 104.26
2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL
COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM.
EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES
APPLIED DIRECTLY TO FOUNDATION.
3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
EXCAVATION AND BACK FILL IS FINISHED.
4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
RE —TREATED, INCLUDING SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE
& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
AFTER THE TREATMENT.
6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF
RAINFALL OCCURS BEFORE POLYFILM PLACEMENT.
7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT.
8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION
TREATMENT.
9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL
BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED
BUILDING.
10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST
BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS
INCLUDES
COGRADE
TAIN NGTMATE�IAB. TRAP BOXES, FORMS, OTHER
11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE
BUILDING DEPARTMENT 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 AND THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT.
OF AGRICULTURE AND CONSUMER SERVICE.
2,_6,:
NOTE:
■ INDICATES 1— 5 REBAR IN FILLED CELL FROM
FOOTING TO L NTEL. LOCATED AT EACH SIDE
OF ALL WINDOWS AND DOOR OPENINGS
6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS
FRONT VIEW
DOOR DETAIL
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
EDGE OF FOOTING
I I 1-#5 DOWEL IN CORNER
gm
25" LAP MIN
CORNER DETAIL — FOOTING AND
FOUNDATION WALL REINFORCEMENT
5 DOWEL HORIZ. REBAR
EAM REINFORCING
z
DOWEL -LAPPED WITH
Q I WALL REINFORCING
1 I
N :
VA
5 CORNER REBAR
OUTED CELL
NOTE: ALL LAPS SHALL BE 25" MINIMUM
CORNER DETAIL — BOND BEAM
AND WALL REINFORCEMENT
21'-4„
'3, _ 8„
�t-
3,-8„
32"X32" 32"X32
® r------— — — — — — — — — — — — — — — — — — — — — ---------�
4" CONCRETE (3000PSI) WITH #10
I� 6X6 MESH ON 6 MIL P LY
VAPOR BARRIER OVER CLEAN I o0
DATUM I - COMPACTED POISON TREATED I� I
-4" I I SOIL. VAPOR BARRIOR
a I DATUM M,QTERIAL TO BE LAPPED
I I
I
32"X32"
4" CONCRETE
SLAB
0
0-0 6 WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
4'— 0 EXPANSION JOIST o I „
3" DRAIN 3" DRAIN I 32 X32
I I I
I wN I I w� I I wcV I I w4 I
I Ivr I I I I
j OJ0 I 10 _j°D I I OO
00 I I j0
j
V) \ I I =J cn \ I I cn \ I I cn
I I I I 4, I
L__ __J 1__ __ Ll 1 W_1 1 L - _-J
(4) 5ET DOOR
9.7"X17"
16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH -
#5 (5/8") RODS CONTINUOUS ON CHAIRS —TYPICAL
vyELT0N 0 zz
No.53608
aw
: -0 %• * OF
���0 6 .O IfoP
•���# •r•
/0
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
12" W (X1)6"H MONOLITHIC FOOTINGS WITH 2 EACH
OTT5//0M „0 FFOOTERRODS NSHALL TINUOUS BE012"CFROM GRADEAL
F u"" UNDA TIO 1\1 TILAN
21'-4"
FRONT VIEW
DETAIL A - A
IIlAY1EI//�•i�
NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION
OF KENNELS, CHAIN LINK FENCING MAY BE
SUBSTITUTED. IF CHAIN LINK FENCE IS USED
THE FOOTERS FOR BLOCK WALLS MAY BE
REMOVED FROM FOUNDATION PLAN.
ENGINEER LICENCE 5# 3608
CITY
FDEPARTMENTS RICK GOLLHARDT - DRAFTSIYIAN
6118 8TH STREET 813-781-3651
Z E P HYR H I LLS FLORIDA rgollhardt@tampabay. rr. com
D.W.SMITH,M.S.,P.E.#53608 FOUNDATION SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3 OF 6
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO.
PHONE: 813-469-2289 E-MAIL; dwsf Ipe@earthI, ink, net DO NOT SCALE 1 OCT 2019
DESIGN/DRAWN CHECKED 2019 — 091 6
R. GOLLHARDT D.W.S.
I I I I 'I V II I 111 iil _. . 1-, " _ _' ° 'I, ! 11111 11 1 1 1 1- -
- - -" 111 1 11- -1 'II I _.1_ 11 I11 I JIL! ku_I n l, I I - - -- - . u 1 - -1 1 - I - - 1 -1 1 _I _ 11 1 11" I _ I I I 1
8"
SAFE GRAVITY LOADS FOR
PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
POUNDS PER LINEAR FOOT
MARK
NO.
LENGTH
TYPE
SUS
8F8-OB
8F8-1 B
L
1
2'-10"
(34")
PRECAST
2231
30693069
L
2
2'-8" to
3'-6"
(42")
PRECAST
2231
3069
3069
L
3
3 -7 to
4'-0"
(48")
PRECAST
1966
2561
2693
L
4
4 -1 to
4'-6"
(54")
PRECAST
1599
1969
2189
L
5
4'-7" to
5-4"
(64")
PRECAST
1217
1349
1663
L
6
5'-5" to
5'-10"
(70")
PRECAST
1062
1105
1451
L
7
5 -11 to
6'-6"
(78")
PRECAST
908
1238
1238
L
8
6'-7" to
7'-6"
(90")
PRECAST
743
1011
1011
L
9
7 -7 to
9'-4"
(112")
PRECAST
554
699
752
L
10
9'-5" to
10'-6"
(126")
PRECAST
475
535
643
DETAIL "B"
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch
nominal bearing.
Exception: Safe loads for unfilled lintels must
be reduced by 20% if bearing length is
less than 6 1 /2 inches.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. Safe loads based on grade 40 or grade 60
field rebar.
5. One #7 rebar may be substituted for two
#5 rebars in 8" lintels only
6. The designer may evaluate concentrated
loads from the safe load tables by
calculating the maximum resisting moment
and shear at d-away from face of support.
SAFE GRAVITY LOADS FOR 8" PRECAST
w/ 2" RECESS DOOR U-LINTELS
POUND9P REAR FOO
MARK
NO.
TYPE
LENGTH
8RU6
8RF6-OB
8RF6-1B
D 1
3 -8 to
4'-4" (52") PRECAST
1635
1749
1891
2" RECESS
DETAIL "DB"
7. For composite lintel heights not shown,
use safe load from next lower height shown.
8. For lintels lengths not shown, use safe load
from next longest length shown
9. All safe loads in units of pounds per linear
foot
10. All safe loads based on simply supported
span.
11. The number in the the parenthesis
indicates the percent reduction for grade 40
field added rebar.
Example 7'-6" lintel type 81732-1 B safe
gravity load = 6472_
LEGEND
HETA20
� (2) HETA24
MATERIALS
1.
f'c 8" precast lintel =
3500 psi
2.
f'c prestressed lintel =
6000 psi
3.
Grout per ASTM C476
f'g = 3000
psi w/ maximum 3/8
inch
aggregate & 8 to 11
inch slump
4.
Concrete Masonry Units (CMU) per
ASTM C90 w/minimum
net area
compressive strength =
1900 psi
5.
Rebar per ASTM A615
grade 60
6.
Prestressing strand per
ASTM A416
grade 270 low relaxation
7.
Mortar per ASTM C270
type M or S
GENERAL NOTES
1. Provide full mortar bed and head joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural
and/or structural documents.
4. U-Lintels are manufactured with 5 1 /2" long notches at
the ends to accomodate vertical cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection Graph brochure
for lintel deflection information.
6. Bottom field added rebar to be located at the bottom
of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel
in I,eu of concrete masonry units.
9. Safe load rating based on rational design analysis per
ACI 318 and ACI 530
10. Product Approvals: Miami -Dade County, Florida Nos.
03-0606.05 & 03-0605.04. Florida Certificate of Product
Approval number FL158.
11. The exterior surface of lintels installed in exterior concrete
masonry walls shall have a coating of stucco applied in
accordance with ASTM C-296 or other approved coating.
12. Lintels loaded simultaneously with vertical (gravity or
uplift) and horizontal (lateral) loads should be checked
for the combined loading with the following equation:
Applied vertical load + Applied horizontal load 1 .0
Safe vertical load Safe horizontal load
13. Additional lateral load capacity can be
obtained by the designer by providing additional reinforced
concrete masonry above the lintel. See detail at right:
UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3
SLOPES 2:12
UP TO 4:12
R905.2.7,
1507.2.8
SLOPES 4:12
AND GREATER
R905.2.7,
1507.2.8
FLASHING SHALL
COMPLY WITH
R905.2.8 1507.2.9
VALLEYS SHALL
COMPLY WITH
R9052.8.2
1507.2 9.2
DRIP EDGE SHALL
COMPLY WITH
RSIM.2.8.2,
1507.2.9.3
UPLIFT
CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
A
HETA20
1890
335
8-10d X 1-1/2"
11473
B
(2) HETA24
2365
1350
12-10d X 1-1/2"
11473
* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
MANUFACTURER FOR GROUT FILLED CPU.
ATTIC VENTILATION CALCULATIONS
TOTAL ATTIC AREA = 328 S.F.
79 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE
79 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT
TOTAL SQ IN RIDGE VENT = 138 SQ IN %-0" X 23/LF
TOTAL SQ IN SOFFIT VENT = 936 SQ IN '-0" X 13/1_F
oll lilt,
�N6TON /��/
�O •' Zi
No. BOB f
!'o• S F : a�
7111
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
G
D1
3068
DETAIL "DB"
L2 L2
32"X32" 32"X32"
DETAIL "B" DETAIL "B"
L2 L2
32"X32" 32"X32"
DETAIL "B" DETAIL "B"
9. 5"X17" L „1 "
DETAIL "B" 9.75 X17
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
OPTIONAL:
LEAD BOOT FLASHING W/ INTEGRAL
FLANGE SET IN PLASTIC ROOF CEMENT
VENT STACK SEE PLUMBING FOR
SIZE AND LOCATION
FLEXIBLE BOOT FLASHING WITH
INTEGRAL FLANGE SET IN
PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
METAL ROOF AT BASE
L1
9.75"X17"
DETAIL "B"
PLAN
LINTEL T
INSTALL METAL ROOF OVER FLANGE
AT HEAD
STANDING SEAM METAL ROOF
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
2. APPLY ROOFING CEMENT OR
SELF -ADHERING FLASHING OVER FLANGE
AT HEAD ONLY.
ROOF PENETRA TION
FLASHING DETAIL
2017 FBC FLASHING
APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
PRODUCTS SHALL BE SEALED AT THE JUNCTION 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. ASTM
C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED
MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT
THE FOLLOWING LOCATIONS.
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION
703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
MORE OF THE FOLLOWING.
1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS
NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT
PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS
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 THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
MORE OF THE FOLLOWING.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS
1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
OR FMA/AAMA/WDMA 400
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS
3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
7. AT BUILT-IN GUTTERS
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. S. X.E. #53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525
PHONE:813-469-2289 E-MAIL; dwsflpe@earthlink, net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampabay. rr. com
DETAILS
SCALE
DO NOT SCALE 1
DESIGN/DRAWN
R. GOLLHARDT
DATE
OCT 2019
SHEET OF
4 OF 6
JOB NO.
ENGINEER LICENCE #53608
CHECKED
D.W.S.
2019-091 6
- - - ' I - —I I I -- - -- -- -- I 1 I I I f I ' ' 111' AIR 11 1 11.1 111,1111 ' 111111?1f71 1101'l11f 11 1 11 1 _ 1 1
I I ' I !'"I Ir- I
DUCTLESS FAN COIL UNIT SCHEDULE
MARK
A/C #
FAN DATA
COIL DATA
FILTER DATA
BASIS OF
DESIGN
ELECTRIC
MCA
ELECTRICAL
MOCP
REMARKS
CFM
EXT.
SP "WG
MOTOR
HP
V/0
EDB
'F
EWB
'F
TOTAL
CAP
MBH
SEN.
CAP.
MBH
TYPE
AREA
SQ
1
425
—
—
230/1
80
67
18
—
—
—
MITSUBISHI PKA—A18HA
1.0
SEE CU
1 2 3 4
10 PROVIDE DIGITAL THERMOSTAT FOR EACH UNIT Q PROVIDE LOW AMBIENT COOLING. Q3 POWER FEED FROM CONDENSING UNIT
®PROVIDE CONDENSATE PUMP ®CONDENSATE TO BE ROUTED TO EXTERIOR
DUCTLESS AIR COOLED CONDENSING
UNIT SCHEDULE
MARK
CU
LOC'N.
PAIRED WITH A/C-�f...
V/�D
ELECTRICAL DATA
BASIS OF DESIGN
REMARKS
MCA MOCP
1
ROOF
1
230/1
28
MITSUBISHI PUY-A18
O O O3
10 95 OUT DOOR AIR TEMP. (2) ROUTE REFRIGERANT LINE TO ROOF.
Q3 CONDENSING UNIT ON ROOF, LOCATION TO BE COORDINATED WITH BUILDING OWNER.
MECHANICAL EXHAUST REQUIRED AND THE RECIRCULATION OF AIR FROM SUCH SPACES
IS PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITH SUCH
SPACES SHALL NOT BE PROHIBITED (SEE SECTION 403.2.1, ITEM 3).
403.2.1 RECIRCULATION OF AIR
THE OUTDOOR AIR REQUIRED BY SECTION 403.3 SHALL NOT BE RECIRCULATED. AIR
IN EXCESS OF THAT REQUIRED BY SECTION 403.3 SHALL NOT BE PROHIBITED FROM
BEING RECIRCULATED AS A COMPONENT OF SUPPLY AIR TO BUILDING SPACES, EXCEPT THAT:
1. VENTILATION AIR SHALL NOT BE RECIRCULATED FROM ONE DWELLING TO ANOTHER OR
DISSIMILAR OCCUPANCIES.
2. SUPPLY AIR RO A SWIMMING POOL AND ASSOCIATED DECK AREA SHALL NOT BE RECIRCULATED
INLESS SUCH AIR IS DEHUMIDIFIED TO MAINTAIN THE RELATIVE HUMIDITY OF THE AREA AT
60 PERCENT OR LESS. AIR FROM THIS AREA SHALL NOT BE RECIRCULATED TO THERS SPACES
WHERE MORE THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR
RECIRCULATED FROM THESE SPACES.
3. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE b INTABLE 403.3.1.1 RECIRCULATION OF
AIR FROM SUCH SPACES SHALL BE PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED
COMPLETELY WITHIN SUCH SPACES SHALL NOT BE PROHIBITED. WHERE RECIRCULATION OF AIR
IS PROHIBITED, ALL AIR SUPPLIED TO SUCH SPACES SHALL BE EXHAUSTED, INCLUDING ANY
AIR IN EXCESS OF THAT REQUIRED BY TABLE 403.3.1.1.
4. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE g IN TABLE 403.3.1.1, MECHANICAL
EXHAUST IS REQUIRED AND RECIRCULATION FROM SUCH SPACES IS PROHIBITED WHERE MORE
THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR RECIRCULATED FROM
THESE SPACES. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITHIN SUCH SPACES
SHALL NOT BE PROHIBITED.
STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
METAL ROOF TO BE FASTEN AND INSTALLED PER MANUFACTURERS SPECS
SVEATHINQ TO BE 15/32" 4 PLY CDX OR OSB W./8d RING SHANK NAILS
6 O.C. 4 O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 --�
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
FLASHING PER FBC—R 905
CONTINIOUS ALUM DRIP EDGE WITH GUTTER
AND DOWNSPOUTS ATTACHED PER
MANUFACTURERS SPECS
2X6 WOOD SUB ATTACHED TO
EACH 2) EApC WITH
8SppCOMMON
Tk,I MI CHED IPERNMANUF�I SPECS.
VARIES
SEE PLAN
yT�YPE"(M„##MORT��AggRqq P. RR�
FOOTER T05LINTELRBLOOCK
DECORATIVE CE ENTyOUS
FINISH STUCCO 1 2 2 COAT
PER SP CS FB —R 703
4"X4" INSPECTION PORT
AT EACH FILLED CELL
TYPICAL
NOTE: EXTEND
DECO FINISH 4" TO 6"
BELOW GRADE
a Z
00 a
GRADE
z
CNM
12"W X 20"H MOOgNOLITHIC FOOTER
ON 3' 2&plt S TYPR CONT.
SPACED 4 O.C. MAX
R
O
000
SYMBOL
DESCRIPTION
SWITCH
8GR
110 V RECEPTICLE - GROUND FAULT
WP,
WATERPROOF OUTLET
LIGHT FIXTURE - WALL OR CEILING (TYP)
C-./
CEILING FAN ONLY
L� �J
a
ELECTRICAL PANEL
CEILING FAN: HAMPTON BAY, MODEL 52860, WHITE, 3 BLADE
OR EQUIVALENT.
E_.LECTRICALI/HVAC
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
1 /2" CEILING TYPE GYPSUM BOARD
ATTACHED WITH 5d COOLER NAILS
OR #8 DUSE RYWW�ALL SCREW �AjTg 7 O.C. MAXp � q g
OTHYI�d�IX 1C/2 ANAILSTE ONPTROSELAYO&�FILL AELCNAILRHOLES
1 COURSE 8"X8" KNOCK —OUT BLOCK FILLED
LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
PRECAST CONCRETE LINTEL
1X2 P.T. WD FURRING 0 24" O.C.
ATTACHED TO BLOCK WITH 3d
CUT NAILS 0 12 O.C. MAX
R5.4 CELOTEX "TUFF—R" INSULATION BD
OR EQUILIVANT
V2" GYPSUM WALLBOARD
N.O.
ATTACHED WITH 5d COOLER NAILS
1O��R44#8 DRYWALL SCREW AT 7 O.C. MAX
MUD' 3d
CUT NAILS ® 12 O.C. MAX
3 1/4" BASEBOARD
STANDARD 90 DEGREE BEND
WITH 25" LAP MINIMUM
F.F.
4" CONCRETE (3000PSI) WITH #10
6-6/10-10 WWM ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
FIBERMESH MAY BE SUBSTITUTED
TYPICAL EXT_E'_'_'_RV.,I0R
EXISTING UTILITY
COMPANY PAD
EX CT TYPE METER MOUNTED
TRANSFORMER
120/208V, 30
SECONDARY
METER
I
EXTERIOR I EX MAIN ELECTRICAL ROOM
EX
PMDPL
IX 15OA/3P
EX 1000A/3P
MAIN
PHASE _j
NEUT_GND—CONDUIT EX GROUNDING
ELECTRODE SYSTEM
MI IN, I
PARTIAL ONE -LINE DIAGRAM
NO SCALE
--------- EXISTING
--- — NEW
DETAIL SLOT FOR FOOD
FIELD COORDINATE ROUTING IN FIELD
WITH EXISTING CONDITIONS
LEXTERIOR I DOG KENNEL EXTERIOR
OPTIONS.
Mf_•STD. SIEMENS
C:C7PPERBUS SOLID NEUTRAL
CABINET SURFACE M,:,UN
T. N-1
EXISTING
RATING 22000AIC RATED
PANEL NAME
A
SIZE' 250AML0, 250ABIJ5
VOLTA
E.PHASE
200 3 PI 4W
r[D Dv
LOAD A
LL
A
_
LGT COOL HEAT RCP MISC Web
Arrl s
_
LOCATION
CKT
A B C CkT LOCATN74
Arr s
_
ides LIST COOL HEAT
RCPT MISC
1200
2
30
EX SITE LI01 TING
1
A#
1 2
1EILIGHTING
20
1
1 1050
04
EX LIC?1 TING
20
1
1000
1
1200
1200
_
30
: >: SITE uGH TING
10 E
EX UGH TING
20
1
11
_---
7
q#
3
EX LC3IING
20
1
1060
1200
1200
2
30
Er SITE LLA1 TING
9
##
10
EXLIGHTNG
20
1
1000
11
## 12
EH LIGHTING
20
1
1000
1200
750
1
20
E}; PHOTCICFLL
13
IE#
14
ENLIC41TING
20
1
1600
1000
1
20
EX UNDER EVE LIGHTS
15
##
16
EX LIGH TING
26
1
1000
1000
1
20
EX UNDER EVE LIGHTS
17
Aat IB
EX LIGti LING
20
1
i000
1000
1
2C
EX. UN I R EVE LIGHTS
19
p#
20
EX LIGh TINY
20
1
1000
1000
1
2C
Ex UNDER EVE LIGHTS
21
Y#
22
El Li.Ail@IG
20
1
1000
1000
1
20
EX 61_LLARCS
23
fiiL 24
EXRECECFTAULES
20
1
108U
1000
1
20
Er. UGHTNG
25
#E
1 26
IFX REC E C P TAC LE
20
1
1tIUl
1000
1
2C
EX FLAG LIC3HTS
27
THE
28
I EX R E C EC PTAC LE
20
1
1080
SPACE
29
## 30
IEX REC'ECPTACIES
20
1
1
_
11180
SPACE
31
0
32
SPACE
SPACE
33
0
34
SPACE
_
_
SPACE
75
*0 36
_
NEWPNL'DK'
40
2
500
1144
0
360
O
SPACE
37
##
38
0
1144
O
O
Boo
SPAT=E
39
C
40
SPATE
SPACE
41
0 42
SPACE
_CII ECTE
LOAD
SUMWRI
A
DEMAND
YEI
SUMMARI'
P I.SE A a
C TOTALS
COMMENTS
UDAD
L37 8400 9400
7900
25700
1.25
32.1H VA
COOL 1144 0
1144
2288
1,00 USE COOL LOAD FOR CALCULATION
2,288 VA
HEAT 0 0
0
0
0 VA
PFCPT 1080 1080
2s20
4660
1 00
4 HD •:A
M6C 750 0
C1
750
1 00
750 VA
tPCi MTR Ll 0
0
0
025
0'+A
TO7AL CONNECTED LOAD PER PHASE
TOTAL DEMAND LOAD
39,843 1(
F HASEA 11.3i4 VA
94.8
AIAP:'
TOTALDEMA14D CLJPRE14T
1106 AT.P5
F HASE8 10'80 VA
87.3
AMPS
PHASE C 11,564 VA
96A
AMPS
MNMUM S'ERVNCEAMPS REQUIRED
1106 Am[6
UV�i.LL SECTIO-il
�,,,_, ` `
P_ \ \
� ` \ \
r-1 � \ \ \
LJ
011
INTERIOR GATE dc FENCE
GATE AND FENCE PROVIDED
BY OTHERS
i
IxAW LOCATE ANp HOSE BIB
CONNECT TO EXISTING
3/4" i i HOSE BIB
i
i I
3/413 VALVES 11.4
i J
NOTE: SEE OWNER FOR HEIGHT
! OF HOSE BIBS ` y'
i I HOSE BIB 3/4"
I
PHASE
EUT_GND_CONDUIT I i
I �
i
WATER ISOMETRIC
OPTIONS:
MFG STD
SUUAREZ UG
COPPER BUS
CABINET
SURFACE MOUNT N-3ti'.
NEW
RATING
22,000AIC SERIES RATED
PANEL NAME.
DK
SZE
100AMLD
VOLTAGE/PHASE
2D8 I PH 3VV
LOAD VA
LOAD VA
LOT
I COOL
HEAT
PC -PT
I MISC
I EcIes
Amps
LOCATION
I CI<T
A I
E; C17
LOCATION
Amps
poles
I Lr_,T
I COOL
HEAT
RCPT
I MISC
1i44
2
20
G'U/AC
1
z#
2
LL3HTS
20
1
500
_
3
sl!• 4
FANd-
2C
1
5i10
1144
_
I RECEP
2U 1
360
L'CNNECTF-DI OAD SI Ind MARY VA
DFMAND LOAF) SLI MMARY
PHAASE
A
B TOTALS
D.F. COMMENTS
LOAD
I_G'T
500
0 500
1 25
625 VA
COOL
1144
114-4 2288
1 01) USE COOL LOAD FOR CALCULATION
2,288 VA
HEAT
CI
D D
D VA
RECPT
360
0 36G
1 00
366 VA
ML4C
0
500 500
100
5W 'VA
TOTAL CONNECTED
LOAD PER PHASE
TC-TAL DEMAND LOAD 3,773 VA
PHASE A
2,004 VA
16 7 ,AMPS
TOTAL DEMAND CURRENT
131 Arnps
PHASE B
1,W VA
13.7 AMPS
MINIMUM SERVC-E.AMPS REQUIRED 227 Amps
LOAD SUMMARY
LOAD DESCRIPTION EXISTING
LOAD ADDED
kVA
EXISTM LOAD FROM UTILITY X125%n 14250
142.50
LIGHTING 1.25 demand Factor applied)
0.63
0.63
HVAC Meat load used for calcUatimL_
2.29
229
RECEPTACLE demand factor bed
0.36
0.36
MISC.
0.50
0.50
TOTAL =
14627 WA
jamperes at 208 V 3 PHASE
406.01 amps
I
1
2" VTR
I
I
I
I
I
I
I
WASH TUB
3 DRAIN
--' TRENCH DRAIN
-
3" DRAIN
PLUMBING ISOMETRIC
DRAIN INFO
ZURN Z415C STRAINER
3" IP THREAD OUTLET
ZURN OR EQUILIVANT
3" P-TRAP BETWEEN TROUGH
AND CLEAN OUT
CONNECT TO EXISTING
MEMMOMEM
SEWER CONNECTION
TO EXISTING
TRENCH DRAIN INFO
NDS - DURA SLOPE TRENCH DRAIN
(PRE -SLOPED)
PART# DS-97 6.01 "X6.35" DEEP X 4'
DURA SLOPE CHANNEL
STANDARD GRATES
DS-221 2 FT GALV. STEEL CHANNEL GRATE
UNIVERSAL END CAP
DS-224
UNIVERSAL END OUTLET
DS-227 FITS 4" S&D PIPE
NDS OR EQUILIVANT
" VTR
N *HB
WA�TU
I »
3" DRAIN 3"LRAIN
13
—4' ' — 4"
4'
------- —-------- —-------- — --------.
rn
--d11
-�d11
1
3"
1
® ® FLDw
----------------------------------------------------------------
DRAIN DRAIN DRAIN DRAIN
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
I 11 _ I If 1 11 1 7 J1TP1Iry I�1' .. IF* 1- II - I � 'll 'll'.l� �1 _ _ ! I _I 1 T _ _ _ jL_ 111 I _L 1 ! _ L
22'-5"
2 3'
z" v n-zn" F_)icE-o o n Ki Dnnc A N
TOWN & COUNTRY PANEL ROOF
FL#22840 OR EQUIV. FASTEN 2X5X.076 EDGE BEAM TO 4X4 ALUM
RATED 134" SPAN (11 1 /8 ft) POST WITH (2) 1 /2" THRU BOLTS WITH
WASHERS AND NUT. CORRISION RESISTANT
TYPICAL
—L--------------------------1-
0
,_4„
ELE VA TIO/\\i
OTER WITH
EMBEDDED
CRISS—CROSS
FT0101\\1T ELEVATI01\\1
ALUMIMUM COVEIPL
I /1 11 . 'A� / / '' ---'
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
0�����W E L I — Zo
ems," i •*@@goe.
s� P .••• 1,�C E as@
% 41t� F••:�i.
Are
OF - • i
So
of
111111
NOTE:
ALL S.M.B. SECTIONS SHALL BE STITCHED TOP AND
BOTTOM WITH #10 S.M.S. Q 24" O.C. MAX
FASTEN PANELS TO 2X5X.076 EDGE BEAM
WITH #12X1" SEAL WASHER HEAD TEKS
' �ANEL EQUALLY SPACED
ENLARGED
EXTRUDED BOX
HEADER CONNECTION
FASTEN TO FASCI �D
WITH f12 X 1-1 2 Q 12" O.C.
STAGGRED 2 R WS
USE WATERPROOF CAULKING
ENLARGED CIRCLE 9 9 B9
4X4x.125" ALUM POST WITH
2"X6"X.050" S.M.B. EDGE BEAM
FASTEN WITH (2) W/ 318 THRU BOLTS
WITH WASHERS ! ND NUT CORRISION RESISTANT
CIRCLE ,9 A"
CnCTCt\I MAKICI c Tn I-)Vf--V n7G ocnAA
11 '/ 11 � 'F
P/&9f(fJ1M/AF/
r'-7 VA TIO 1\\[
E L -v'L-- ,
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. S.,P.E. #53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525
PHONE:813-469-2289 E-MAIL; dwsf I pe@earth I, ink, net
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardMampabay. rr. com
D ETAI LS
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
SHEET OF
6 OF 6
1111610,1111
ENGINEER LICENCE #53608
2019-091 6
10'-3"
EXISTING
STRUCTURE
EXISTING
STRUCTURE
=nii
_
u n u u�=niunummimuwii-
0
_
.0
0=
O=
it
r
(J)
rA
NORTH
KEYED FLOOR PLAN NOTES
1. REINFORCED CONCRETE BLOCK WALLS CONSTRUCTED TT�� KENNEL
OF 8"x 16" CUT FACE UNITS SPLIT FACE TO MATCH ZP1JK9 BUILDING
EXISTING BUILDING. CITY OF ZEPHYRHILLS
2. 3'-0" WIDE X 7'-0" HIGH INSULATED METAL DOOR IN POLICE DEPARTMENT
HOLLOW METAL FRAME WITH STAINLESS STEEL HAGER 6118 8TH STREET
LEVER SET HARDWARE, HINGES AND KEYED DEADBOLT. ZEPHYRHILLSFLORIDA
PAINT DOOR k FRAME TO MATCH EXISTING DOORS ON ,
ADJACENT BUILDING. HARDWARE FINISH TO BE D26,
BRUSHED STAINLESS. 3. ELEVATED WASH TUB (INSTALLATION ONLY —
TUB TO BE
DONATED BY ZPD SUPPORTER). GC TO PROVIDE WATER
SOURCE AT 54" A.F.F. (VERIFY WITH PLUMBER) AND
CONNECTION TO SANITARY SEWER SYSTEM.
4. PROVIDE WATER SOURCE AT STANDARD MOUNTING
HEIGHT FOR FILLING WATER BOWLS AND CONNECTING
PRESSURE WASHER HOSE.
5. FLOOR DRAIN (SLOPE BROOM FINISHED CONCRETE SLAB FLOOR IN WASH
AREA TOWARDS DRAIN. (ZURN Z415C OR EQUAL). (2) SHOWN ON PLAN
6. CONTROL JOINT IN CONCRETE. SLOPE FLOOR AT 0.125"
PER FOOT TOWARDS THE EAST END OF THE KENNEL
FLOOR.
7. 6'-0" HIGH X 8" THICK X APPROXIMATELY 6'-0" LONG CONCRETE DIVIDER
BETWEEN KENNEL STALLS. (TYPICAL). OPTIONAL CHAIN LINK FENCE (SEE OWNER)
8. EACH EXTERIOR DOG RUN SHALL BE SEPARATED BY
APPROXIMATELY 8'-0" LINEAR FEET OF BLACK VINYL CHAIN
LINK FENCING WITH 3" DIAMETER POSTS AT EACH END
(TYPICAL). INCLUDE GATE TO EXTERIOR AT EACH RUN.
9. 36" WIDE X 72" HIGH 9 GAUGE CHAIN LINK FENCE/GATE WITH
LATCH. HARDWARE FOR HINGE PIVOT FOR GATE SHALL
BE MOUNTED TO CONCRETE BLOCK WALL. (TYPICAL)
10. CREATE SLOT IN FENCING AT FLOOR LEVEL, THROUGH
WHICH FOOD BOWLS CAN BE SLID. (TYPICAL)
11. 8" DEEP X 8" WIDE CONCRETE TROUGH WITH FOUR (4)
PVC DRAINS TO CATCH DOG'S WASTE OR FOOD DURING
PERIODIC PRESSURE —WASHING. CONNECT TROUGH TO
EXISTING UNDERGROUND SANITARY 4" PVC SEWER LINE.
12. PROVIDE FOUR (4) STAINLESS STEEL HOOKS AND HARDWARE
(TO PREVENT RUSTING) FOR LEADS, VESTS AND OTHER ITEMS REMOVED
DURING WASHING. COORDINATE LOCATION WITH K9 HANDLERS.
(HOUZZ MODEL CH23—PSS STAINLESS STEEL WALL HOOK OR EQUAL)
13. NEW CONCRETE SIDEWALK (3000 PSI WITH 6X6 10/10 WWM OR FIBERMESH
MAY BE SUBSTITUTED) MATCH EXISTING SIDEWALK.
14. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST (TYPICAL).
15. EDGE OF SLOPED ALUMINUM SHED ROOF, ABOVE.
16. EDCr OF ROOF OVERHANG, ABOVE.
KEYED ELECTRICAL PLAN NOTES
17. 36" WIDE X 72" HIGH X 15" DEEP PLASTIC STORAGE
CABINET WITH LOCK TO STORE MEDICINES AND EXTRA
LEADS. (TO BE FURNISHED & SUPPLIED BY OTHERS).
18. FURNISH & INSTALL JUNCTION BOXES AND EXPOSED
CONDUIT, MOUNTED TO BOTTOM OF CEILING JOIST FOR
CEILING FANS (RATED FOR OUTDOOR USE). (TYPICAL)
19. WALL MOUNTED MITSUBISHI SPLIT SYSTEM TO
PROVIDE CONDITIONED AIR WHILE WASH ROOM IS
OCCUPIED. INSTALL PER MANUFACTURERS SPECIFICATIONS
REFER TO ENERGY CALCULATIONS SHEET FOR SEER AND TONAGE.
KEYED ELEVATION NOTES
SHALL COMPLY WITH PREVAILING
�Ec FLORIDA BUILDING CODE,
ZONAL ELECTRIC CODE,
D THE CITY OF ZEPHYRHILLS
-)RDINANCES
mT&
r: I b+�r.�►�AL
20. STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
EXISTING PLANS WILL BE PROVIDED BY CITY FOR GC TO INSPECT BASE BUILDING PLANS DURING FIELD SURVEY.
21. ALUMINUM SHED ROOF (COLOR TO BE DETERMINED).
22. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST. (TYPICAL)
23. BLACK VINYL CHAIN LINK FENCE, ALL HARDWARE TO MATCH
24. CUT FACE BLOCK WALL.
25. BLOCK LEDGE (MATCH DIMENSIONS, STYLE AND COLOR OF THAT ON EXISTING BUILDING).
(TYPICAL)
26. 2'-8" WIDE X 2'-8" HIGH NON FIXED TEMPERED GLASS VIEW PANEL, SIMILAR TO WINDOWS IN EXISTING BUILDING
(NO NEED FOR LAMINATED GLASS). COLOR OF WINDOW FRAME SHALL MATCH THAT ON EXISTING BUILDING
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
PROJECTS ENGINEERING CONSULTANT
COVER SHEET
DATE
1 OCT 2019
SHEET OF
1 OF 6
JOB NO,
2019-0916
1I 1 11"I IJ! I'll 111l 1' A1"1111117 1111 1111 E' 1 1 _ _ '1 �I I ' ll'�1'll�'1 NlI�II■�1�11 � l _ ! I� � 11 1� � i' _ I I I IL _ '_ .! i_ 1 _ ' *r I! rT
1'-
AREA'S
KENNEL 328
COVER OVER FENCE 194
PETCO-PERFECT PET ALL WEATHER
SERIES INSULATED PET DOOR 9.75"X17"
OR EQUIVALENT. (SIZE OPTIONAL)
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
15' - 4"
LEFT ELEVATIU"N
r-
21'-4"
„ „ „
_1 3'-8" NON 3FIXED NON 3FIXE 3'-8"
TEMPERED TEMPERED
STORAGE I ;MINI HB
CABINET j l__SPLIT J I ^
00
-4-WASH TUB I 1
I
3" DRAIN o3" DRAIN 32"X32"
NON 3F0
FIXED NON FIXED
TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED 1
HB ----- ` -� ---- --------- HB U-)
W N LJ --d, �--d W C14 ,
o- o=
Ln C �
R OW
SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN
TO EXISTING I I I I I n1
I I I I I
1 I FEN CED i
I C D GRASS IAREA I I
TYPICALI
I I I I I
I I I I I
I I I I I
---- -----------b-----------b-----------
2„ ,-21 1-23 ,_2„
20'-8"
22'-5"
Elm
NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE
np�NiiNi `_c FOR EArw vF-N1N1F-1
22'-5"
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
PET DOOR I i PET DOOR I !PET DOOR i I PET DOOR
9.75"X17" i i 9.75"X17" i i 9.75"X17" i i 9.75"X17"
I I I I I I
I I I I I I
I I I I I I
I I I I I I
--------------------------------------,.
ENGINEER'S
NOTES-
1.
DESIGN WIND
SPEED: 140 MPH V u/ 108 MPH V osd3 sec gust
2.
RISK CATEGORY
PER
Table 1604.5 II
3.
EXPOSURE CATEGORY = "B"
4.
INTERNAL PRESSURE
COEFFICIENT = +/— 0.18 (ENCLOSED BLDG)
5.
COMPONENTS
&CLADDING DESIGN PRESSURES PER ASCE 7-10:
(ROOF)
ZONE 1 b:
+11 /-18
ZONE 2a:
+12/-33
ZONE 3a:
+12/-49
(WALLS)
ZONE 4b:
+20/-22
ZONE 5b:
+20/-26
CODES
FLORIDA BUILDING CODE, 6TH EDITION 2017
ASCE 7-10
CONSTRUCTION TYPE: 5-13
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A I 318-11
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
APA PLYWOOD DESIGN SPECIFICATION
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
No
15' - 4"
j IGHT ELEVA TION
�► , 008 s
S TA OF
P.
r-r`
21'-4"
_V_'A R ELEVATIU"N
PARCEL: 08- 27-16- 89406- 000- 0193
CITY
DEPARTMENTS RICK GOLLHARDT - DRAFTSMAN
6118 8TH STREET 813-781-3651
Z EP HYR H I LLS FLORIDA rgollhardtWampabay. rr. com
D.W.SMITH,M.S.,P.E.#53608 ELEVATIONS I SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
2 OF 6
JOB NO,
2019-0916
■�
.W
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608 ENGINEER LICENCE
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE
PHONE, 813-469-2289 E-MAIL: dwsf 1pe@earth l I nk. net DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
11
I _ l I l I _ ' lf_ I 11 _ _J 11111 1 113111 t_1 e+Ill 11-1 i 11 i I'll I I - I- - - - - - I 1 1 I I I 1 "! 1 -- 1 4" EILml __w i�l I I I I — L_ I , I — -
l 11 — S' - ---
#5 VERTICAL WALL REINFORCING
IN GROUTED CELL
/—BOND BEAM W/(1) #5 REBAR
FILLED CELL
5 DOWEL ACI STANDARD HOOK
MPED 10" MIN LAP
25 MIN W/ VERT. & HORIZ. REINFORCING
CONCRETE FOOTING
REINFORCING REBAR
' (SEE FOUNDATION PLAN)
MASONRY WALL
FILLED CULL DETAIL
(1)#5 REROD IN GROUTED CELL
LOCATED PER PLAN
25" DOWEL LAP MINIMUM
4" CONCRETE (3000PS1) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6' WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
16"HX 12"W MONOLITHIC FOOTINGS WITH 2 EACH
�5OTTOM (5OFR�OOTERDS NS ALOUBEO Z,CFROM GRADEAL
TYPICAL MO NO L YTHIC
FOOTING DETAIL
TERMITE PREVENTION NOTES:
COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING
1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER
AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE
PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
ELECTRICAL PANEL FBC 104.26
2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL
COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM.
EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES
APPLIED DIRECTLY TO FOUNDATION.
3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
EXCAVATION AND BACK FILL IS FINISHED.
4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
RE —TREATED, INCLUDING SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE
& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
AFTER THE TREATMENT.
6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF
RAINFALL OCCURS BEFORE POLYFILM PLACEMENT.
7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT.
8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION
TREATMENT.
9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL
BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED
BUILDING.
10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST
BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS
CELLULOSE ALL
NGTMATE�IAL. TRAP BOXES, FORMS, OTHER
11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE
BUILDING DEPARTMENT 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 AND THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT.
OF AGRICULTURE AND CONSUMER SERVICE.
2'— 6'
NOTE:
■ INDICATES 1— #5 REBAR IN FILLED CELL FROM
FOOTING TO LINTEL. LOCATED AT EACH SIDE
OF ALL WINDOWS AND DOOR OPENINGS
6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS
21'-4"
I
21'-4"
FRONT VIEW
DOOR DETAIL
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
EDGE OF FOOTING
q l I 1-#5 DOWEL IN CORNER
MtE
25" LAP MIN.
CORNER DETAIL — FOOTING AND
FOUNDATION WALL REINFORCEMENT
DOWEL -LAPPED
REINFORCING
�5 CORNER REBAR 1
GROUTED CELL 1
NOTE: ALL LAPS SHALL BE 25" MINIMUM
CORNER DETAIL — BOND BEAM
AND WALL REINFORCEMENT
21,_4„ _1
3'_
8„
32"X32" 32"X32'
® ------rA-----------------------------,
- " CONCRETE (3000PSI) WITH #10
I� 6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN -
DATUM I COMPACTED POISON TREATED I� I
SOIL. VAPOR BARRIOR
O I DATUM MATERIAL TO BE LAPPED I I
0-0 6 WITH SEAMS TAPED QD
®I FIBERMESH CAN BE SUBSTITUED
44I � I
EXPANSION JOIST
32"X32 I 3" DRAIN 3" DRAIN
41
I I I
I N I
4" CONCRETE ®I® I I ®I I
SLAB I w I I w w I
�� I I
I On I I o= I I o= I I o= I
_j� V) I I -100 I I v-'i 00
A I 6 "4 +I4 I I I I
L___ __J 1__ __ _ _1 U i L-_ -_J
(4)PET DOOR
9.75"X17"
16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH -
#5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
12"W(( XX 1)6"H MONOLITHIC FOOTINGS WITH 2 EACH
OTT50M 'OFOFOOTERDS NS ALL BE012"CFROM GR DEAL
00
32"X32"
00
d-
F t )
("I #V\VDA TION PLAA1
21'-4"
FRONT VIEW
DETAIL A -A
NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION
OF KENNELS, CHAIN LINK FENCING MAY BE
SUBSTITUTED. IF CHAIN LINK FENCE IS USED
THE FOOTERS FOR BLOCK WALLS MAY BE
REMOVED FROM FOUNDATION PLAN.
I I _ I I I ' I I P. 19' 1l T L LU ; 1 Ir 41 1 1' 1'12MI 1 II 11
I i _ 1!1 ■11P I I
SAFE GRAVITY LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
POUNDS PER LINEAR FOOT
MARK
NO.
LENGTH
TYPE
SUS
8F8-OB
8F8-1 B
L
1
2'-10"
(34")
PRECAST
2231
30693069
L
2
2'-8" to
3'-6"
(42")
PRECAST
2231
3069
3069
L
3
3 -7 to
4'-0"
(48")
PRECAST
1966
2561
2693
L
4
4 -1 to
4'-6"
(54")
PRECAST
1599
1969
2189
L
5
4'-7" to
5'-4"
(64")
PRECAST
1217
1349
1663
L
6
5'-5" to
5'-10"
(70")
PRECAST
1062
1105
1451
L
7
5-11" to
6'-6"
(78")
PRECAST
908
1238
1238
L
8
6'-7" to
7'-6"
(90")
PRECAST
743
1011
1011
L
9
7'-7" to
9'-4"
(112")
PRECAST
554
699
752
L
10
9'-5" to
10'-6"
(126")
PRECAST
475
535
643
DETAIL "B"
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch
nominal bearing.
Exception: Safe loads for unfilled lintels must
be reduced by 20% if bearing length is
less than 6 1 /2 inches.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. Safe loads based on grade 40 or grade 60
field rebar.
5. One #7 rebar may be substituted for two
#5 rebars in 8" lintels only
6. The designer may evaluate concentrated
loads from the safe load tables by
calculating the maximum resisting moment
and shear at d-away from face of support.
SAFE GRAVITY LOADS FOR 8" PRECAST
w/ 2" RECESS DOOR U-LINTELS
POUND L &IR FOO
MARK
NO.
TYPE
LENGTH
8RU6
8RF6-OB
8RF6-1B
D 1
3 -9 to
4'-4" (52") PRECAST
1635
1749
1891
2" RECESS
DETAIL "DB"
7. For composite lintel heights not shown,
use safe load from next lower height shown.
8. For lintels lengths not shown, use safe load
from next longest length shown
9. All safe loads in units of pounds per linear
foot
10. All safe loads based on simply supported
span.
11. The number in the the parenthesis
indicates the percent reduction for grade 40
field added rebar.
Example 7'-6" lintel type 8F32-1 B safe
gravity load = 6472_
LEGEND
HETA20
� (2) HETA24
MATERIALS
1.
f'c 8" precast lintel = 3500 psi
2.
f'c prestressed lintel = 6000 psi
3.
Grout per ASTM C476 f'g = 3000
psi w/ maximum 3/8 inch
aggregate & 8 to 11 inch slump
4.
Concrete Masonry Units (CMU) per
L 2
ASTM C90 w/minimum net area
D 1 32"X32"
compressive strength = 1900 psi
3068 DETAIL "B"
DETAIL DI3
5.
Rebar per ASTM A615 grade 60
6.
Prestressing strand per ASTM A416
grade 270 low relaxation
L 2
7.
Mortar per ASTM C270 type M or S
32"X32"
DETAIL "B"
GENERAL NOTES
1. Provide full mortar bed and head joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural
and/or structural documents.
4. U-Lintels are manufactured with 5 1/2 )) long notches at
the ends to accomodate vertical cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection Graph brochure
for lintel deflection information.
6. Bottom field added rebar to be located at the bottom
of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel
in lieu of concrete masonry units.
9. Safe load rating based on rational design analysis per
ACI 318 and ACI 530
10. Product Approvals: Miami -Dade County, Florida Nos.
03-0606.05 & 03-0605.04. Florida Certificate of Product
Approval number FL158.
11. The exterior surface of lintels installed in exterior concrete
masonry walls shall have a coating of stucco applied in
accordance with ASTM C-296 or other approved coating.
12. Lintels loaded simultaneously with vertical (gravity or
uplift) and horizontal (lateral) loads should be checked
for the combined loading with the following equation:
Applied vertical load + Applied horizontal load < 1 .0
Safe vertical load Safe horizontal load
13. Additional lateral load capacity can be
obtained by the designer by providing additional reinforced
concrete masonry above the lintel. See detail at right:
UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3
SLOPES 2:12 UP TO 4:12 R905.2.7, 1507.2.8
SLOPES 4:12 AND GREATER R905.2.7, 1507.2.8
FLASHING SHALL COMPLY WITH R905.2.8 1507.2.9
VALLEYS SHALL COMPLY WITH R905.2.8.2 1507.2 9.2
DRIP EDGE SHALL COMPLY WITH R905.2.8.2, 1507.2.9.3
UPLIFT
CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
A
HETA20
1890
335
8-10d X 1-1/2"
11473
B
(2) HETA24
1 2365
1 1350
1 12-10d X 1-1/2"
11473
* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
MANUFACTURER FOR GROUT FILLED CPU.
ATTIC VENTILATION CALCULATIONS
TOTAL ATTIC AREA = 328 S.F.
79 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE
79 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT
TOTAL SQ IN RIDGE VENT = 138 SQ IN 6'-,0"'X 23/LF
TOTAL SQ IN SOFFIT VENT = 936 SQ IN 2'-0' X 13/1_F
` 011c111//1!
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
OPTIONAL:
LEAD BOOT FLASHING W/ INTEGRAL
FLANGE SET IN PLASTIC ROOF CEMENT
VENT STACK SEE PLUMBING FOR
SIZE AND LOCATION
FLEXIBLE BOOT FLASHING WITH
INTEGRAL FLANGE SET IN
PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
METAL ROOF AT BASE
L2
32"X32"
DETAIL "B"
L2
32"X32"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
INSTALL METAL ROOF OVER FLANGE
AT HEAD
STANDING SEAM METAL ROOF
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
2. APPLY ROOFING CEMENT OR
SELF -ADHERING FLASHING OVER FLANGE
AT HEAD ONLY.
ROOF PENETRA TION
FLASHING DETAIL
2017 FBC FLASHING
APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
PRODUCTS SHALL BE SEALED AT THE JUNCTION 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. ASTM
C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED
MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT
THE FOLLOWING LOCATIONS.
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION
703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
MORE OF THE FOLLOWING.
1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS
NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT
PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS
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 THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
MORE OF THE FOLLOWING.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS
1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
OR FMA/AAMA/WDMA 400
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS
3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
7. AT BUILT-IN GUTTERS
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
_ I — —I I 1' I -- — - I 1_ I 11 I I_ 1 LI _ II 1 A'U'n'I 1"_" '1111191 r 1 I 10 ' IL I _ I I 1 11 I 1 11 1 1- P 1 I I I I I I I 1 - 1 "Imp I I I 1 Ti' I 1 I
I 1 rl'L
FAN COIL UNIT SCHEDULE
rLESS
FAN DATA
COIL DATA
FILTER DATA
BASIS OFSP
DESIGN
ELECTRIC
MCA
ELECTRICAL
MOCP
REMARKS
EX
"WG
MOTOR
HP
V/�
EDB
'F
EWB
T
TOTAL
CAP
MBH
SEN.
CAP.
MBH
TYPE
AREA
SQ FT
—
—
230/1
80
67
18
—
—
—
MITSUBISHI PKA—A18HA
1.0
SEE CUIGITAL
THERMOSTAT FOR EACH UNIT @PROVIDE LOW AMBIENT COOLING. @3 POWER FEED FROM CONDENSING UNIT
ONDENSATE PUMP G CONDENSATE TO BE ROUTED TO EXTERIOR
DUCTLESS AIR COOLED CONDENSING
UNIT SCHEDULE
MARK
CU #
LOC'N.
PAIRED WITH A/C—...
V/�
ELECTRICAL DATA
BASIS OF DESIGN
REMARKS
MCA MOCP
1
ROOF
1
230/1
i 1
28
MITSUBISHI PUY—A18
O @ O3
10 95 OUT DOOR AIR TEMP. @ ROUTE REFRIGERANT LINE TO ROOF.
Q3 CONDENSING UNIT ON ROOF, LOCATION TO BE COORDINATED WITH BUILDING OWNER.
MECHANICAL EXHAUST REQUIRED AND THE RECIRCULATION OF AIR FROM SUCH SPACES
IS PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITH SUCH
SPACES SHALL NOT BE PROHIBITED (SEE SECTION 403.2.1, ITEM 3).
403.2.1 RECIRCULATION OF AIR
THE OUTDOOR AIR REQUIRED BY SECTION 403.3 SHALL NOT BE RECIRCULATED. AIR
IN EXCESS OF THAT REQUIRED BY SECTION 403.3 SHALL NOT BE PROHIBITED FROM
BEING RECIRCULATED AS A COMPONENT OF SUPPLY AIR TO BUILDING SPACES, EXCEPT THAT:
1. VENTILATION AIR SHALL NOT BE RECIRCULATED FROM ONE DWELLING TO ANOTHER OR
DISSIMILAR OCCUPANCIES.
2. SUPPLY AIR RO A SWIMMING POOL AND ASSOCIATED DECK AREA SHALL NOT BE RECIRCULATED
INLESS SUCH AIR IS DEHUMIDIFIED TO MAINTAIN THE RELATIVE HUMIDITY OF THE AREA AT
60 PERCENT OR LESS. AIR FROM THIS AREA SHALL NOT BE RECIRCULATED TO THERS SPACES
WHERE MORE THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR
RECIRCULATED FROM THESE SPACES.
3. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE b INTABLE 403.3.1.1 RECIRCULATION OF
AIR FROM SUCH SPACES SHALL BE PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED
COMPLETELY WITHIN SUCH SPACES SHALL NOT BE PROHIBITED. WHERE RECIRCULATION OF AIR
IS PROHIBITED, ALL AIR SUPPLIED TO SUCH SPACES SHALL BE EXHAUSTED, INCLUDING ANY
AIR IN EXCESS OF THAT REQUIRED BY TABLE 403.3.1.1.
4. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE g IN TABLE 403.3.1.1, MECHANICAL
EXHAUST IS REQUIRED AND RECIRCULATION FROM SUCH SPACES IS PROHIBITED WHERE MORE
THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR RECIRCULATED FROM
THESE SPACES. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITHIN SUCH SPACES
SHALL NOT BE PROHIBITED.
STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
METAL ROOF TO BE FASTEN AND INSTALLED PER MANUFACTURERS SPECS
SOEATHINQ TO BE 15/32" 4 PLY CDX OR OSB W/8d RING SHANK NAILS
6 O.C. 4 O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 —�
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
FLASHING PER FBC—R 905
CONTINIOUS ALUM DRIP EDGE WITH GUTTER
AND DOWNSPOUTS ATTACHED PER
MANUFACTURERS SPECS
SYMBOL
DESCRIPTION
SWITCH
&Fl
110 V RECEPTICLE — GROUND FAULT
wP
WATERPROOF OUTLET
LIGHT FIXTURE — WALL OR CEILING (TYP)
CEILING FAN ONLY
ELECTRICAL PANEL
CEILING FAN: HAMPTON BAY, MODEL 52860, WHITE, 3 BLADE
OR EQUIVALENT.
ELECrj_"RICAL1HVAC
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
CEILING TYPE GYPSUM BOARD
WOOD SUB ATTACHED O
E2X6ACH
EACH TRUSS WITH 8d COMMON�8§AYI�d'X
pN��AIUULSMM��2) EAppCH TTTRUSS
TRIMMIATTACHED IPERNMANUFCI SPECS.
A ACHED WITH 5d COOLER NAILS
OR #8 DRYWALL SCREW �AjT 7 O.C. MAX
N I S PT A AN T NPTRU RED IN NTE ILLTA LCH TRH LES
1Cr2" BAILS
/
I..
FILLED
KNOCK—OUTAT
ALLCK
56L DO W/(1E) #5 BAR. SOLID WALLS
I
VARIES
PRECAST CONCRETE LINTEL
SEE PLAN
I
F-
=
CO
w
2
I
I
I
I
g g M 7Y
yTy�yY��PE" �"##MOR AggR P MM
FOOTER Ti05LIRt�TELRB OCK
�
Z
w 1X2 P.T. WD FURRING 0 24" O.C.
ATTACHED TO BII OCK WITH 3d
CUT NAILS ®12 O.C. MAX
R5.4 CELOTEX 'TUFF—R" INSULATION BD
I
I
DECORATIVE CE EN�uOUS
FINISH PSTUCCC 1 2 2 COAT
PER SP CS FB R 703
OR EQUILIVANT
1/2" GYPSUM WALLBOARD
UU N.0
ATTACHED WITH 5d COOLER NAILS
AT 7 O.C. MAX
4"X4" INSPECTION PORT
AT EACH FILLED CELL
TYPICAL C_
1O��R44#8 77DRY�WggALL ppSC��REEEW
ATTACHEDB TOEB�OICKRWIT}i 3d
CUT NAILS ® 12 O.C. MAX
3 1/4" BASEBOARD
M
L
NOTE: EXTEND
FIGNISH " TO 6"
WSTANDARD90 DEGREE BEND
WITH 25""LAP MINIMUM
BDECO ELOW RADE N
y12"W X 20"HRMOOgN�OLITHIC FOOTER
ON 3'�2�H�LIRS TYP. CONT.
SPACED 4 O.C. MAX
4" CONCRETE (3000PSI) WITH #10
6-6/10-10 WWM ON 6 MIL POLY
\ VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
i. SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
4 12„ FIBERMESH MAY BE SUBSTITUTED
EXISTING UTILITY
COMPANY PAD
EX CT TYPE METER MOUNTED
TRANSFORMER
120/208V, 30
SECONDARY
METER
I ,
1
i
1
1
1
I
1
1
1
1 I
I 1
EXTERIOR I EX MAIN ELECTRICAL ROOM
EX
PMDPL
EX 15OA/3P
0-00 EX 10A/3P
MAIN
DETAIL SLOT FOR FOOD
FIELD COORDINATE ROUTING IN FIELD
WITH EXISTING CONDITIONS
EXTERIOR DOG KENNEL EXTERIOR
UIT i I — _ —
I i
I
I
I
EX NEW
i
PAN PANEL
N
A'
i
i
� _-- PHASE
NEUT—GND—CONDUIT EX GROUNDING
ELECTRODE SYSTEM
u
MIN, I
PARTIAL ONE -LINE DIAGRAM
NO SCALE
--------- EXISTING
—. —.. — NEW
OPTIONS- MFG STG- SIEMENS
COPPER BUS, SOLID NEUTRAL CABINET SURFACE MOLmJTN
EiIS TING PATNG 22000AIC RATED
PANELNAMEA SIM 250AMLO,250A0US
VOLTAS'DPHASE 200 3 PH 4W FED 01'
LOAD A LCwD 'VA
LGT
COOL
HEAT
RCPT
MISC
ales
Arn s
LOCATION
GKf
A E
C CKT
LOCA TRJN
Anl s
u1:!3
LOT
COCL
HEAL
RCPT
MISC
1200
1200
2
30
Ex SITE LIGHIr4G
1
##
2
EX LIL711ING
20
1
loon
3
p#
4
I EX LIIA I TWO
20
1 1
10013
1200
1200
1
_
2
30
_
Ex SITE LIChi TING
6
ET; LIGll
20
1 1
1000
7
q#
6
EX LIGHTING
20
1
1000
1200
1200
2
30
Ex SITE LOH TING
P
##
10
EX LIGHTING
201
1000
11
11W 12
EH LIGH Ill
20
1
1000
250
1
20
_ _
Er.PHOTOCELL
13
##
14
EK LIC41TING
20
1
1000
1000
1
20
Ex UNDER EVE LIGHTS
15
##
16
EX LIGII 11NG
20
1
1000
1001
1
20
Ex UNDER EVE LIGHTS
17
## 16
EX LIGHAING
20
1
1000
1000
1
20
EX UNDER EVE LIGHTS
19
##
20
EX LIL71lMlG
L'0
1
1000
1000
1
20
Ex UNDER EVE LIGHTS
21
##
22
EY. Li_AITRJG
20
1
IOC@
1000
1
20
Ex BOLLARCS
23
## 24
Ex REC E=PTAC IT -ICE.
20
I
1080
1
1000
1
20
Ex U-;HTNG
25
##
26
Ex PECECPTACLES
20
1
1080
1
1000
1
20
EX FLAG LIGH TS
27
01
28
1EX REO E]PTAC LES
20
1
1080
SPACE
29
61 30
1EX RECECPTACLES
20
1
low
SPACE
31
0
32
ISPACE
SPACE
33
0
1 1 34
SPACE
SPACE
35
36
NEWPNL'OK'
40
2
000
1144
0
360
0
SPACE
37
##
38
0
1144
0
0
500
SPACE
39
0
40
_
SPACE
SPACE
47
0 42
SPACE
CONN
CTED
OADSUMMARV
H
DEMAND
LC-40
SLIM MA RI'
PHASE C TOTALS
OF. COMMENT LOAD
LGT 6400 9400 7900 25700
CCOL 1144 0 1144 2288
HEAT • 0 0 0 0
RECPT 1080 1003 2.20 4680
N16C 750 0 0 750
LRGMTR 0 0 0 0
TOTAL CONN EC TE D LOAD PE R PHAS E
P HASEA 11,374 VA 948 AMPS
PHASE 8 10 460 VA 87.3 AMPS
PHASE C 11 564 VA 96.4 AMPS
1.25 32,125 VA
1,00 USE COOL LOAD FOR CALCULATION 2.28E VA
0 VA
100 4,f80 VA
100 750 VA
025 0 VA
TOTAL DEMAND _CAA :13 84J VA
TOTAL OE MAN D CUPRENT 110e Amps
MINIMUM SERVE E AMPS REQUIRED 110C Amps
SECTION -
i
I I
i
PHASE
EUT—GND—CONDUIT
Imo.,
n__
P�
A
LJ
0
INTERIOR GATE dc FENCE
CATS AND FENCE PROVIDED
CONAECTD TEXISTING r - HOSE BIB
HOSE BIB
`13 f 4" I
I
3/4" VALVES
1
3/4i
`J
NOTE: SEE OWNER FOR HEIGHT
OF HOSE BIBS ` y
' HOSE BIB 3/491
i
I �
i
WATER ISOMETRIC
OPTIONS.
MFGsrD saJARE-D OO
COPPER BUS
CABNIET SURFACE MOUNT. N-3P
NEW
RATING 22,000 AIC SERIES RATED
PANEL NAML.DK
SLE 100AML0
VOLTAGEIPHASE
208 1 PH
3W
LOAL) VA
LOAD bA)
LOT
COOL
HEAT
RCPT
MISC
poles
Amps
LOCATION
CIT
A
B CRT
LOi.AT10N
Amps
polesl
LOT
I COOL
I HEAT
P,-PT
MSC
1144
_
20
Cu;Ac
1
##
?
l
20
1
500
3
## 4
FANS
20
1
Soil
1144
5 ## 6
RECEP
20 1 360
CONNFCTFD I ()AD SUMMARY (VA(
!)FMANCI I OAF), 'SL IMMARV
PHASE
A
B
TOTALS
D.F.
_
COMMENTS LOAD
LGT
500
0
500
115
62`' VA
COOL
1144
1144
2238
1 00 USE
G-+OL LOAD FOR
CALCULATION 2 288 VA
HEAT
0
0
li
0 VA
RECPT
350
0
36u
100
360 VA
MSC
0
'CIO
IiCil
100
SJO VA
TOTAL COrJNECTED
LOAD PER PHASE
TOTAL DEMAND LOAD 3,773 VA
PHASE A
2, 004 VA
I6 7 AMPS
TOTAL DEMAND CURRENT 181 Arrips
PHASE B
1,644 VA
13.7 AMPS
Ml SERVFE AMPS REQUIRED 227 Amps
LOAD SUMMARY
LOAD DESCRIPTION EXISTING
LOAD ADDED
l
EXISTNG LOAD FROM UTILITY X125% 142.50
142.50
LIGHTING 1.25 demand factor applied)
0.63
0.63
HVAC at load used for cakulatior
2.29
229
RECEPTACLE(demand factor applied)
_
0.36
0.36
MISC.
0.50
0 50
TOTAL=
14627 l
am eres at 208 V 3 PHASE
406.01 amps
:`i3'3'///,1
)11E1.To ��/
. tCE&e •._ oi_ i
I
I
I
I
2" VTR
I
I
I
I
I
1
I
WASH TUB 2""-, 3
3 DRAIN
TRENCH DRAIN
3" DRAIN
PLUMBING ISOMETRIC
DRAIN INFO
ZURN Z415C STRAINER
3" IP THREAD OUTLET
ZURN OR EQUILIVANT
3" P—TRAP BETWEEN TROUGH
AND CLEAN OUT
CONNECT TO EXISTING
mmmmmmmm
SEWER CONNECTION
TO EXISTING
TRENCH DRAIN INFO
NDS — DURA SLOPE TRENCH DRAIN
(PRE —SLOPED)
PART# DS-97 6.01 "X6.35" DEEP X 4'
DURA SLOPE CHANNEL
STANDARD GRATES
DS-221 2 FT GALV. STEEL CHANNEL GRATE
UNIVERSAL END CAP
DS-224
UNIVERSAL END OUTLET
DS-227 FITS 4" S&D PIPE
NDS OR EQUILIVANT
N *HB
WA�TUBJ
I »
3" DRAIN 3"IDRAIN
4'
3 4' 13' — 411
--d
1
3"
I
® N H OW
---------------------------------------------------------------
DRAIN DRAIN DRAIN DRAIN
VTR
PLUMBING dc DRAIN
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
3" X .030" RISER PAN ROOF
TOWN & COUNTRY PANEL ROOF
FL#22840 OR EQUIV.
RATED 134" SPAN (11 1 /8 ft) -
0
n
D
J
Q
a
CU
X
X
. .I — — — — — — — — — — — — — — — — — — — — — — — — — I *
L_V`_ _7j 1 F T
— 4„
EL_� VTI0_ 1 !1
KENNEL #1
W
N �\��
LJ
0=
J
00
(n
\
6 „
FASTEN 2X5X.076 EDGE BEAM TO 4X4 ALUM
POST WITH (2) 1 /2" THRU BOLTS WITH
WASHERS AND NUT. CORRISION RESISTANT
TYPICAL
M
STORAGE ;MINI 1
CABINET l__SPLIT 1
KENNEL #2
WASH TUB
KENNEL #3
43
22'-5"
2 3'
3" DRAIN
0
KENNEL #
Li
0- \
0--
1 00
(n \
—6„
F/vt.':,01\\1T ELEVATI01\\1
L__7 0
ALUMIMUM COVE11A
'�_'TAILS
_F_j
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
OTER WITH
EMBEDDED
CRISS—CROSS
W E L. T Z**
♦ O .
i
53
NOTE:
ALL S.M.B. SECTIONS SHALL BE STITCHED TOP AND
BOTTOM WITH #10 S.M.S. @ 24" O.C. MAX
FASTEN PANELS TO 2X5X.076 EDGE BEAM
WITH #12X1" SEAL WASHER HEAD TEKS
' "� PANEL EQUALLY SPACED
EXTRUDED BOX
HEADER CONNECTION
FASTEN TO FASCIq QD
WITH #12 X 1-1 /2 @ 12" O.C.
STAGGERED 2 RCfWS
USE WATERPROOF CAULKING
ENLARGED CIRCLE 9 9 B9 9
4X4x.125" ALUM POST WITH
2"X6"X.050" S.M.B. EDGE BEAM
FASTEN WITH (2) W/ 3/8" THRU BOLTS
WITH WASHERS AND NUT CORRISION RESISTANT
ENLARGED CIRCLE "A"
CnCTC1\I DAKICI C T('1 r)VC:ZV n-7G 7M/l F_ Mr -AAA
LVj L L/f V A T 10 ]\\[
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRH LLS FLORIDA
D.W. SMITH,M. S. X.E. #53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525
PHONE:813-469-2289 E-MAIL; dwsflpe@earthlink,net
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
D ETAI LS
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
SHEET OF
6 OF 6
ENGINEER LICENCE W53608
2019-091 6
I I � I I I I 1 LL�I'' Jii i � IL I -! -- — - 1 1 I _ L I —L_1 L1 ' 'fir 'iat "— �� �-�: ,yam+•^-,�� --. �---r----- - - - _ _�i.�r� - --- —_..__ — -
EXISTING
STRUCTURE
EXISTING
STRUCTURE
10'- 3'
pAr
KEYED FLOOR PLAN NOTES
1. REINFORCED CONCRETE BLOCK WALLS CONSTRUCTED K-9-
OF 8"x 16" CUT FACE UNITS SPLIT FACE TO MATCH ZP1J KENNEL BUILDING
NORTH EXISTING BUILDING.
2. 3'-0" WIDE X 7'-0" HIGH INSULATED METAL DOOR IN CITY OF ZEPHYRHILLS
15 14 HOLLOW METAL FRAME WITH STAINLESS STEEL HAGER POLICE' DEPARTMENT
-----------q LEVER SET HARDWARE, HINGES AND KEYED DEADBOLT. 6118 8TH STREET
-_, PAINT DOOR & FRAME TO MATCH EXISTING DOORS ON ZEPHYRHILLS, FLORIDA
t ADJACENT BUILDING. HARDWARE FINISH TO BE D26,
t
BRUSHED STAINLESS.
------ 8-- 3. ELEVATED WASH TUB (INSTALLATION ONLY — TUB TO BE
l ; DONATED BY ZPD SUPPORTER). GC TO PROVIDE WATER
-` SOURCE AT 54" A.F.F. (VERIFY WITH PLUMBER) AND
t
---------- CONNECTION TO SANITARY SEWER SYSTEM.
4. PROVIDE WATER SOURCE AT STANDARD MOUNTING
HEIGHT FOR FILLING WATER BOWLS AND CONNECTING
PRESSURE WASHER HOSE.
----------- 5. FLOOR DRAIN (SLOPE BROOM FINISHED CONCRETE SLAB FLOOR IN WASH
AREA TOWARDS DRAIN. (ZURN Z415C OR EQUAL). (2) SHOWN ON PLAN
6. CONTROL JOINT IN CONCRETE. SLOPE FLOOR AT 0.125"
PER FOOT TOWARDS THE EAST END OF THE KENNEL
FLOOR.
7. 6'-0" HIGH X 8" THICK X APPROXIMATELY 6'-0" LONG CONCRETE DIVIDER
BETWEEN KENNEL STALLS. (TYPICAL). OPTIONAL CHAIN LINK FENCE (SEE OWNER)
8. EACH EXTERIOR DOG RUN SHALL BE SEPARATED BY
APPROXIMATELY 8'-0" LINEAR FEET OF BLACK VINYL CHAIN
LINK FENCING WITH 3" DIAMETER POSTS AT EACH END
(TYPICAL). INCLUDE GATE TO EXTERIOR AT EACH RUN.
9. 36" WIDE X 72" HIGH 9 GAUGE CHAIN LINK FENCE/GATE WITH
LATCH. HARDWARE FOR HINGE PIVOT FOR GATE SHALL
BE MOUNTED TO CONCRETE BLOCK WALL. (TYPICAL)
10. CREATE SLOT IN FENCING AT FLOOR LEVEL, THROUGH
WHICH FOOD BOWLS CAN BE SLID. (TYPICAL)
11. 8" DEEP X 8" WIDE CONCRETE TROUGH WITH FOUR (4)
PVC DRAINS TO CATCH DOG'S WASTE OR FOOD DURING
PERIODIC PRESSURE —WASHING. CONNECT TROUGH TO
EXISTING UNDERGROUND SANITARY 4" PVC SEWER LINE.
12. PROVIDE FOUR (4) STAINLESS STEEL HOOKS AND HARDWARE
(TO PREVENT RUSTING) FOR LEADS, VESTS AND OTHER ITEMS REMOVED
DURING WASHING. COORDINATE LOCATION WITH K9 HANDLERS.
(HOUZZ MODEL CH23—PSS STAINLESS STEEL WALL HOOK OR EQUAL)
13. NEW CONCRETE SIDEWALK (3000 PSI WITH 6X6 10/10 WWM OR FIBERMESH
MAY BE SUBSTITUTED) MATCH EXISTING SIDEWALK.
14. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST (TYPICAL).
15. EDGE OF SLOPED ALUMINUM SHED ROOF, ABOVE.
16. EDGE OF ROOF OVERHANG, ABOVE.
KEYED ELECTRICAL PLAN NOTES
17. 36)1 WIDE X 7211 HIGH X 15" DEEP PLASTIC STORAGE
CABINET WITH LOCK TO STORE MEDICINES AND EXTRA'`"�'"�+L�CoIl,'PLyWITH PREVAILING
! :ES FlORIDA BUILDING CODE,
LEADS. (TO BE FURNISHED & SUPPLIED BY OTHERS).-'T'c'NALELECTRICCODE,
�
18. FURNISH & INSTALL JUNCTION BOXES AND EXPOSED RDINA CITY°FZEPHyRHIL�S
'G'INANCES
CONDUIT, MOUNTED TO BOTTOM OF CEILING JOIST FOR
CEILING FANS (RATED FOR OUTDOOR USE). (TYPICAL)
19. WALL MOUNTED MITSUBISHI SPLIT SYSTEM TO
PROVIDE CONDITIONED AIR WHILE WASH ROOM IS
OCCUPIED. INSTALL PER MANUFACTURERS SPECIFICATIONS
REFER TO ENERGY CALCULATIONS SHEET FOR SEER AND TONAGE.
r... brtir n
KEYED ELEVATION NOTES "��►+z� Lrs
20. STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
EXISTING PLANS WILL BE PROVIDED BY CITY FOR GC TO INSPECT BASE BUILDING PLANS DURING FIELD SURVEY.
21. ALUMINUM SHED ROOF (COLOR TO BE DETERMINED).
22. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST. (TYPICAL)
23. BLACK VINYL CHAIN LINK FENCE, ALL HARDWARE TO MATCH
24. CUT FACE BLOCK WALL.
25. BLOCK LEDGE (MATCH DIMENSIONS, STYLE AND COLOR OF THAT ON EXISTING BUILDING).
(TYPICAL)
26. 2'-8" WIDE X 2'-8" HIGH NON FIXED TEMPERED GLASS VIEW PANEL, SIMILAR TO WINDOWS IN EXISTING BUILDING
(NO NEED FOR LAMINATED GLASS). COLOR OF WINDOW FRAME SHALL MATCH THAT ON EXISTING BUILDING
11
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. S.,P.E. #53608
PROJECTS ENGINEERING CONSULTANT
COVER SHEET
DATE
1 OCT 2019
SHEET OF
1 OF 6
JOB NO,
2019-0916
-- - - - - - - - - - I I - -I-- ]I- I I 11 1 1_ _ I_ I _. 1 1_1 - -- --- - - 11 -- ---- -- Il -- 1 ---� - 1 1 II'I 1_1.019 II i IF IFIM III - --L - --- J - -- I I ---- I I I- - -1! I i 1 1_ ) I _Lv�' I I. I _ I
1'-
AREA'S
KENNEL 328
COVER OVER FENCE 194
PETCO—PERFECT PET ALL WEATHER
SERIES INSULATED PET DOOR 9.75"X17"
OR EQUIVALENT. (SIZE OPTIONAL)
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
15' — 4"
I
21'-4"
„ „ „ „
_I 3'-8" NON FIXED NON 3FIXE 3'-8"
TEMPERED TEMPERED
STORAGE MINI i HB
CABINET l__ __LIT_!
00
� :;ASH TUB I 1
r_1 ::: I L
3" DRAIN 3" DRAIN 32"X32"
NON 3FIXE 0o NON FIXED
TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED 1
HB- - - - - - - - - ---- - HB Ln
Irn
LL,I N
o�
__jDo
L�
2'-6„
—6„
' g
WM
---- - ------------------ ---------------- ---------- -------- -- 4
FI OW
SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN
TO EXISTING I I I I I
I I I I I
I I I I I
N I FENCED! ! !
OD GRASS !AREA I I
! ! TYPICAL ! !
I I I I I
I I I I I
I I I I I
�- -----------------------------------b
—2„ 1
_21
,_21
,_2„
20'-8"
22'-5"
� uA I 1AW'110
EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE
np��ll�lnc FOR EArk] VP-NINII
2,-5"
l lLuNT ELEVATION
I I
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I
PET DOOR
I I
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I I
i i PET DOOR
I I I
I I I I
I I I I
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i !PET DOOR I I
PET DOOR
9.75"X17"
i i 9.75"X17"
i i 9.75"X17" i i
9.75"X17"
[I
R
[I
R
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ij
FRONT ELEVATION
W 0 FENCE & C 0 V T_T_ j"_ LPW:
ENGINEER'S NOTES:
1. DESIGN WIND SPEED: 140 MPH V u/ 108 MPH V asd3 sec gust
2. RISK CATEGORY PER Table 1604.5 II
3. EXPOSURE CATEGORY = "B"
4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG)
5. COMPONENTS 8c CLADDING DESIGN PRESSURES PER ASCE 7-10:
(ROOF)
ZONE 1 b: +11 /-18
ZONE 2a: +12/-33
ZONE 3a: +12/-49
(WALLS)
ZONE4b: +20/-22
ZONE 5b: +20/-26
FLORIDA BUILDING CODE, 6TH EDITION 2017
ASCE 7-10
CONSTRUCTION TYPE: 5—B
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AQI 318-11
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
APA PLYWOOD DESIGN SPECIFICATION
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
15' — 4" No
RIGHT _L'_"LEVA TION
i. %%iiiiii//��I
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oc
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goo
808
A
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608 ENGINEER LICENCE #53608
21'-4"
REAR ELEVATIOAi
PARCEL. 08- 27-16- 89406- 000- 0193
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY,ELERIDA 23525
PHONE:813-469-2289 E-MAID dwsfI,pe@earthlink, net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampabay.rr.com
ELEVATIONS SHEET OF
2 OF 6
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
JOB NO,
2019-0916
#5 VERTICAL WALL REINFORCING
JINN GROUTED CELL
BOND BEAM W/(1) #5 REBAR
FILLED CELL
5 DOWEL ACI STANDARD HOOK
MDED 10" MIN LAP
25 MIN W/ VERT. & HORIZ. REINFORCING
CONCRETE FOOTING
REINFORCING REBAR
(SEE FOUNDATION PLAN)
MASONRY WALL
FILLED CELL DETAIL
(1)#5 REROD IN GROUTED CELL
LOCATED PER PLAN
25" DOWEL LAP MINIMUM
4" CONCRETE (3000PS1) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6' WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
16"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH
BOTT50M OFR�OOTERDS NSHALLUBEO12'CFROM GRADE
TYPICAL MO NOLYTHIC
FOOTING DETAIL
TERMITE PREVENTION NOTES:
COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING
1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER
AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE
PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
ELECTRICAL PANEL FBC 104.26
2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL
COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM.
EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES
APPLIED DIRECTLY TO FOUNDATION.
3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
EXCAVATION AND BACK FILL IS FINISHED.
4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
RE —TREATED, INCLUDING SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE
& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
AFTER THE TREATMENT.
6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF
RAINFALL OCCURS BEFORE POLYFILM PLACEMENT.
7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT.
8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION
TREATMENT.
9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL
BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED
BUILDING.
10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST
BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS
INCLUDES ALL GRADE STAKES TIB TRAP BOXES, FORMS, OTHER
CELLULOSE CONTAINING MATENIAL.
11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE
BUILDING DEPARTMENT 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 AND THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT.
OF AGRICULTURE AND CONSUMER SERVICE.
z
J I
N�
2'— 6'
NOTE:
■ INDICATES 1— 5 REBAR IN FILLED CELL FROM
FOOTING TO LINTEL. LOCATED AT EACH SIDE
OF ALL WINDOWS AND DOOR OPENINGS
6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS
21'-4"
21'-4"
FRONT VIEW
DOOR DETAIL
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
EDGE OF FOOTING
1-#5 DOWEL IN CORNER
25" LAP MIN.
CORNER DETAIL — FOOTING AND
FOUNDATION WALL REINFORCEMENT
#5 DOWEL HORIZ. REBAR
BEAM REINFORCING
. ■■ 011 1 r ■
•'11
Ln
N
VA
5 CORNER REBAR S
OUTED CELL 1
NOTE: ALL LAPS SHALL BE 25" MINIMUM
CORNER DETAIL — BOND BEAM
AND WALL REINFORCEMENT
21'-4" -1
�t-
32"X32" 321PX32 '
Mr-------
---------------------
----------
I
O
DATUM
1
1
I
I
-
DATUM
0-0
4" CONCRETE (3000PS% WITH
6X6 MESH ON 6 MIL P LY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6 WITH SEAMS TAPED
#10
I�
I
1
I
I
®j FIBERMESH CAN BE SUBSTITUED
I �1 I
32"X32 j ° EXPANSIONJOIST 0 I
1 3" DRAIN 3" DRAIN 1
I _ N I
4" CONCRETE {
SLAB04
j q- I I a_ I I �� I I q- j
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—6„ I I ,-2„ I 1 ,-2 , 1 I ,-6„ t
A I I I I
L__ __J 1__ __ _ _1 L__ __J
(4)PET DOOR
9.75"X17"
16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH -
#5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL
%.% `,o W T E � !�/
�o ........ oti
No 53608 '• "
i STe vv. _ I �
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
21'-4"
12" W (X1)6"H MONOLITHIC FOOTINGS WITH 2 EACH
OTT5//0M 'OFOFOOTERDS NSHA OUBEO 2„CFROM GR DEAL
00
32"X32"
00
d-
')"UNDATION PLAN
FRONT VIEW
DETAIL A - A
NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION
OF KENNELS, CHAIN LINK FENCING MAY BE
SUBSTITUTED. IF CHAIN LINK FENCE IS USED
THE FOOTERS FOR BLOCK WALLS MAY BE
REMOVED FROM FOUNDATION PLAN.
SAFE GRAVITY LOADS FOR
8' PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
POUNDS PER LINEAR FOOT
MARK
No.
LENGTH
'NPE
SUS
8F8-OB
8F8-1 B
L
1
2'-10"
(34")
PRECAST
2231
30693069
L
2
2'-8" to
3'-6"
(42")
PRECAST
2231
3069
3069
L
3
3'-7" to
4'-0"
(48")
PRECAST
1966
2561
2693
L
4
4'- 1 to
4'-6"
(54")
PRECAST
1599
1969
2189
L
5
4'-7" to
5'-4"
(64")
PRECAST
1217
1349
1663
L
6
5'-5" to
5'-10"
(70")
PRECAST
1062
1105
1451
L
7
5'- 11 to
6'-6"
(78")
PRECAST
908
1238
1238
L
8
6'-7" to
7'-6"
(90")
PRECAST
743
1011
1011
L
9
7'-7" to
9'-4"
(112")
PRECAST
554
699
752
L
10
9'-5" to
10'-6"
(126")
PRECAST
475
535
643
DETAIL "B"
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch
nominal bearing.
Exception: Safe loads for unfilled lintels must
be reduced by 20% if bearing length is
less than 6 1 /2 inches.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. Safe loads based on grade 40 or grade 60
field rebar.
5. One #7 rebar may be substituted for two
#5 rebars in 8" lintels only
6. The designer may evaluate concentrated
loads from the safe load tables by
calculating the maximum resisting moment
and shear at d-away from face of support.
P'LA
TRUSS T
SAFE GRAVITY LOADS FOR 8" PRECAST
w/ 2" RECESS DOOR U-LINTELS
POUND LINER FOO
MARK
No.
TYPE
LENGTH
8RU6
8RF6-OB
8RF6-18
D 1
3 -8 to
4'-4" (52") PRECAST
1635
1749
1891
2" RECESS
DETAIL "DB"
7. For composite lintel heights not shown,
use safe load from next lower height shown.
8. For lintels lengths not shown, use safe load
from next longest length shown
9. All safe loads in units of pounds per linear
foot
10. All safe loads based on simply supported
span.
11. The number in the the parenthesis
indicates the percent reduction for grade 40
field added rebar.
Example 7'-6" lintel type 8F32-1 B safe
gravity load - 6472_
LEGEND
HETA20
(2) HETA24
MATERIALS
1.
f'c 8" precast lintel = 3500 psi
2.
f'c prestressed lintel = 6000 psi
3.
Grout per ASTM C476 f'g - 3000
psi w/ maximum 3/8 inch
aggregate & 8 to 11 inch slump
4.
Concrete Masonry Units (CMU) per
ASTM C90 w/minimum net area
L 2
D 1 32"X32"
compressive strength = 1900 psi
3068 DETAIL B
DETAIL DB
5.
Rebar per ASTM A615 grade 60
6.
Prestressing strand per ASTM A416
grade 270 low relaxation
L 2
7.
Mortar per ASTM C270 type M or S
32"X32"
DETAIL "B"
GENERAL MOTES
1. Provide full mortar bed and head joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural
and/or structural documents.
4. U-Lintels are manufactured with 5 1 /2" long notches at
the ends to accomodate vertical cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection Graph brochure
for lintel deflection information.
6. Bottom field added rebar to be located at the bottom
of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel
in lieu of concrete masonry units.
9. Safe load rating based on rational design analysis per
ACI 318 and ACI 530
10. Product Approvals: Miami -Dade County, Florida Nos.
03-0606.05 & 03-0605.04. Florida Certificate of Product
Approval number FL158.
11. The exterior surface of lintels installed in exterior concrete
masonry walls shall have a coating of stucco applied in
accordance with ASTM C-296 or other approved coating.
12. Lintels loaded simultaneously with vertical (gravity or
uplift) and horizontal (lateral) loads should be checked
for the combined loading with the following equation:
Applied vertical load + Applied horizontal load 1.0
Safe vertical load Safe horizontal load
13. Additional lateral load capacity can be
obtained by the designer by providing additional reinforced
concrete masonry above the lintel. See detail at right:
UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3
SLOPES 2:12
UP TO 4:12
R905.2.7,
1507.2.8
SLOPES 4:12
AND GREATER
R905.2.7,
1507.2.8
1
VALLEYS SHALL
COMPLYWITH
R90552 8 �
507 2 9.2
DRIP EDGE SHALL
COMPLY WITH
R905.2.8.�,
1507.2.9.3
UPLIFT
CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
A
HETA20
1890
335
8-10d X 1-1
/2"
11473
B
(2) HETA24
1 2365
1 1350
1 12-10d X 1-1/2"
11473
* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
MANUFACTURER FOR GROUT FILLED CPU.
ATTIC VENTILATION CALCULATIONS
TOTAL ATTIC AREA = 328 S.F.
79 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE
79 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT
TOTAL SQ IN RIDGE VENT = 138 SQ IN'-0" X 23/LF
02'-0"
TOTAL SQ IN SOFFIT VENT = 936 SQ IN X 13/LF
\NW E L
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17»
DETAIL "B"
OPTIONAL:
LEAD BOOT FLASHING W/ INTEGRAL
FLANGE SET IN PLASTIC ROOF CEMENT
VENT STACK SEE PLUMBING FOR
SIZE AND LOCATION
FLEXIBLE BOOT FLASHING WITH
INTEGRAL FLANGE SET IN
PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
METAL ROOF AT BASE
L2
32"X32"
DETAIL "B"
32"X32"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
LINTE'L P"LA N
INSTALL METAL ROOF OVER FLANGE
AT HEAD
STANDING SEAM METAL ROOF
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
2. APPLY ROOFING CEMENT OR
SELF -ADHERING FLASHING OVER FLANGE
AT HEAD 0 N LY.
ROOF PENETRA TION
FLASHING DETAIL
2017 FBC FLASHING
APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
PRODUCTS SHALL BE SEALED AT THE JUNCTION 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. ASTM
C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED
MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT
THE FOLLOWING LOCATIONS.
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION
703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
MORE OF THE FOLLOWING.
1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS
NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT
PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS
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 THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
MORE OF THE FOLLOWING.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS
1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
OR FMA AAMA/WDMA 400
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS
3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
7. AT BUILT-IN GUTTERS
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
1 111 t I I I I III I.I II_1 I1I11 1 ' 1 _ I VT11 --',If I I I ,I Iss,
DUCTLESS FAN COIL UNIT SCHEDULE
MARK
A/C �!
FAN DATA
COIL DATA
FILTER DATA
BASIS OF
DESIGN
ELECTRIC
MCA
ELECTRICAL
MOCP
REMARKS
CFM
IXT.
SP "WG
MOTOR
HP
V/�
EDB
'F
EWB
f
TOTAL
CAP
MBH
SEN.
CAP.
MBH
TYPE
AREA
SQ FT
1
425
-
-
230/1
80
67
18
-
-
-
MITSUBISHI PKA-A18HA
1.0
SEE CU
1 2 3 4
1QPROVIDE DIGITAL THERMOSTAT FOR EACH UNIT Q2 PROVIDE LOW AMBIENT COOLING. Q3 POWER FEED FROM CONDENSING UNIT
® PROVIDE CONDENSATE PUMP G CONDENSATE TO BE ROUTED TO EXTERIOR
DUCTLESS AIR COOLED CONDENSING
UNIT SCHEDULE
MARK
CU
LOC'N.
PAIRED WITH A/C-...
Y/¢
ELECTRICAL DATA
BASIS OF DESIGN
REMARKS
MCA MOCP
1
ROOF
1
230/1
3;
28
MITSUBISHI PUY-A18
0003
T(D95=OUTDOOR P. Q ROUTE REFRIGERANT LINE TO ROOF.
OOF, LOCATION TO BE COORDINATED WITH BUILDING OWNER.
MECHANICAL EXHAUST REQUIRED AND THE RECIRCULATION OF AIR FROM SUCH SPACES
IS PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITH SUCH
SPACES SHALL NOT BE PROHIBITED (SEE SECTION 403.2.1, ITEM 3).
403.2.1 RECIRCULATION OF AIR
THE OUTDOOR AIR REQUIRED BY SECTION 403.3 SHALL NOT BE RECIRCULATED. AIR
IN EXCESS OF THAT REQUIRED BY SECTION 403.3 SHALL NOT BE PROHIBITED FROM
BEING RECIRCULATED AS A COMPONENT OF SUPPLY AIR TO BUILDING SPACES, EXCEPT THAT:
1. VENTILATION AIR SHALL NOT BE RECIRCULATED FROM ONE DWELLING TO ANOTHER OR
DISSIMILAR OCCUPANCIES.
2. SUPPLY AIR RO A SWIMMING POOL AND ASSOCIATED DECK AREA SHALL NOT BE RECIRCULATED
INLESS SUCH AIR IS DEHUMIDIFIED TO MAINTAIN THE RELATIVE HUMIDITY OF THE AREA AT
60 PERCENT OR LESS. AIR FROM THIS AREA SHALL NOT BE RECIRCULATED TO THEIRS SPACES
WHERE MORE THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR
RECIRCULATED FROM THESE SPACES.
3. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE b INTABLE 403.3.1.1 RECIRCULATION OF
AIR FROM SUCH SPACES SHALL BE PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED
COMPLETELY WITHIN SUCH SPACES SHALL NOT BE PROHIBITED. WHERE RECIRCULATION OF AIR
IS PROHIBITED, ALL AIR SUPPLIED TO SUCH SPACES SHALL BE EXHAUSTED, INCLUDING ANY
AIR IN EXCESS OF THAT REQUIRED BY TABLE 403.3.1.1.
4. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE g IN TABLE 403.3.1.1, MECHANICAL
EXHAUST IS REQUIRED AND RECIRCULATION FROM SUCH SPACES IS PROHIBITED WHERE MORE
THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR RECIRCULATED FROM
THESE SPACES. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITHIN SUCH SPACES
SHALL NOT BE PROHIBITED.
STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
METAL ROOF TO BE FASTEN AND INSTALLED PER MANUFACTURERS SPECS
SOEATHINQ TO BE 15/32" 4 PLY CDX OR OSB W/Bd RING SHANK NAILS
6 O.C. 4 O.C. FOR FIRST 3 TRUSSES FROM GABBLE ENDS
USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 --�
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
FLASHING PER FBC-R 905
CONTINIOUS ALUM DRIP EDGE WITH GUTTER
AND DOWNSPOUTS ATTACHED PER
MANUFACTURERS SPECS
2X6 WOOD SUB ATTACHED TO
NAIILS42�SEACHTHTRUSSgpOMMON
Tf�IM ICHED IPERNMANUF. SPECS.
VARIES
SEE PLAN
TYPE"X1§"OTRP. MA��qqRB �p
ERFOO���NTOK DECORATIVE CE, �ENrl{OUS
FINISH LSTUCCC 1//2 2 COAT
PER SP CS FBC; R 703
4"X4" INSPECTION PORT
AT EACH FILLED CELL
TYPICAL
NOTE: EXTEND
DECO FINISH 4" TO 6"
BELOW GRADE
y12"W X l20"H MOOgNOLITHIC FOOTER
ON 3'�2CH�11RS TYPR CONT.
SPACED 4 O.C. MAX
p
12
SYMBOL
DESCRIPTION
SWITCH
6GR
110 V RECEPTICLE — GROUND FAULT
WP
WATERPROOF OUTLET
I?
LIGHT FIXTURE — WALL OR CEILING (TYP)
CEILING FAN ONLY
O
ELECTRICAL PANEL
CEILING FAN: HAMPTON BAY, MODEL 52860, WHITE, 3 BLADE
OR EQUIVALENT.
ELECTRICALIHVAC
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
1/2" CEILING TYPE GYPSUM BOARD
A rTACHED WITH 5d COOLER IAULS
LOR #8 bbDRYWWALL SCREW
�$ATg 7 O.C. MAX
p N LAN E� q E g
WI8TEI-IA9I d IX 1C %2H NAILSTE ONPTR�SSELAYOUT.T FILLTALL NAILRHOLES
5OURSW/(E8"X8" KNOCK -OUT ) #5 BAR. TYP. AT ALL
K FILLED
L DSOLID WALLS
PRECAST CONCRETE LINTEL
1X2 P.T. WD FURRING ® 24" O.C.
ATTACHED TO BhOCK WITH 3d
CUT NAILS ® 12 O.C. MAX
R5.4 CELOTEX "TUFF-R" INSULATION BD
OR EQUILIVANT
2" GYPSUM WALLBOARD
VN.O.
ATTACHED WITH 5d COOLER NAILS
1OxxR44#8 TTDRYgWSALL gSC�REEW AT 7 O.C. MAX
ATTACHED TOEB�,%RWITH 3d
CUT NAILS ® 12 O.C. MAX
3 1/4" BASEBOARD
STANDARD 90 DEGREE BEND
WITH 25" LAP MINIMUM
F.F.
4" CONCRETE (3000PSI) WITH #10
6-6/10-10 WWM ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
FIBERMESH MAY BE SUBSTITUTED
EXTER'IOR W
EXISTING UTILITY
COMPANY PAD
EX CT TYPE METER MOUNTED
TRANSFORMER
120/208V. 30
SECONDARY
METER
I
I
1
I
I
EXTERIOR I EX MAIN ELECTRICAL ROOM
EX
PMDPL
-0
EX 1000A/3P
MAIN
DETAIL SLOT FOR FOOD
FIELD COORDINATE ROUTING IN FIELD
WITH EXISTING CONDITIONS
EXTERIOR DOG KENNEL EXTERIOR
PIT i (-.. _ ..-
I (
I
I
{
EX NEW
PAN
FL I I PANEL
I
i
i
EX GROUNDING
ELECTRODE SYSTEM
v 6�_O•vv
MI IN, I
PARTIAL ONE -LINE DIAGRAM
NO SCALE
--------- EXISTING
_... - - NEW
OPTIONS- MFG STD. SIEMENS
COPPER BUS SOLID NEUTRAL CABINET. SURFACE MOUNT, 14-1
EXISTING RATNG 22,000AC RATED
PANELNAME'A SIRE' 250A MLO. 250A DU3
VCILTAGC.FIIA3C' 200 3 PII 4W FED BY
LCAD VA LOAD NA
LGT
CGOL
HEAT
RCPT
MISC
VdeblAfl
b
LOCATION
CKT
A 18
_
10 CI:T
LJCATIGN
AIn s
I Jft$
LGT
COOL
HEAT
RCPT
MISC
1200
1200
2
30
EX SITE LIGHTING
i
kp
1 1 2
E,1 UG111AIG
20
1
1000
3
[##1
1 4
EX. UQ0 qNQ
20
1
1000
1200
1200
2
30
EX SITE uGHTING
5
"# 6
EX LIGHIWG
20
1
1000
7
kN
B
EX U(_4I71Ws
20
1
1000
1200
1200
2
30
EX SITE LICHOING
9
[##1
1 10
EX LIC4111PJG
20
1
1000
11
I0 12
EX LIGHTING
20
1
1000
250
1
1 20
IrX PHOTOCELL
13
NA
1 14
IEX LIGHTING
20
,
1000
1000
I
2U
EX UNDER EVE LIGHTS
15
##
I6
EX LIGHTING
20
1
1000
1000
I
211
EX UNDER EVE LIGHTS
17
## IB
EX LIGHTING
20
1
1009
1000
1
2C
EX UNDER EVE LIGHTS
19
Ntk
20
EX UISH TING
20
1
1000
1000
1
20
EX UNDER EVE LIGHTS
21
dA
22
EX UI-_41ING
20
1
1000
1000
1
20
EX BOLLARDS
23
" '_N
EX RECECPTACLES
20
I
1080
1000
1
20
EX UGH TNG
25
+KC
'113
FX REI-ECPTACLES
20
1
1083
1000
1
20
E>, FLAGLIGHTS
7
0
26
EX RECECPTACLES
20
1
1060
SPACE
29
+KIf 30
EX PECE'PTACLES
20
1
10B0
SPACE
31
0
32
SPACE
SPACE
3$
0
34
SPACE
SPACE
35
sR 36
NEWPNL'OK'
40
2
500
11M
0
300
0
SPACE
37
##.
38
0
1144
0
0
Boo
SPACE
39
0
49
SPACE
SPACE
41
n 42
SPACE
C CNNECTEDLCW
SUMMARYJA
DEMAND
LCW
3 MARL
P S A D C TOTALS
DF CCMM NT LEAD
LGT 8400 9400 7900 25700
COOL 1144 0 1144 2288
HEAT 0 0 0 0
RECPT 1080 1oui '2520 4680
MISC 750 0 0 750
LRGMIR 0 0 0 0
TOTAL CONNECTED LOAD PERPHASE
PHASE 11,374 VA 943 AMPS
PHASE B 10 480 VA 873 AMPS
PHASE C 11 564 VA 96.4 AMPS
"1 32,125 VA
1.00 USE COOLLCADFORCALCULATION 2,288 VA
0 VA
100 4680 VA
100 750 VA
025 0 VA
TOTAL DEMAND LOAD 39.843 VA
TOTALDEMAND CURRENT 1106 Amp:
MNMUM SEWICE AMPS REOUREO' 110E Amps
i
i I
I I
i I
i
PHASE
EUT_GND_O0NDUIT
—
_
— ------ —
1r,.J
—
GArj-r'E dc FENCE
GATE AND FENCE PROVIDED
B Y OTHERS
CONNEC�i4B EXISTING r � HOSE BIB
HOSE BIB
N13/4" I
I
3/411 VALVES
J
NOTE: SEE OWNER FOR HEIGHT
OF HOSE BIBS ` y'
' HOSE BIB 3/4"
i
I
I �
WATER ISOMETRIC
:?PIONS.
MFGSTD.
SQUARE4D.00
COPPER BUS
CABINET
SURFACE MOUNT. N-3P
NEW
RATING
22.000AICSERIES RATED
PANELNAME DK
SIZE
100 .AMLO
VOLTAGE7PHASE
20S 1 PH 3VN7
LOAD VA`
LOAD (VA
LGT
COOL
I HEAT
I RCPT
I MISC
I poles
I Amps
LOCATION
CKf
JA I
IB
CKT
ILOCATICN
jAmps1polesl
LGT
I COOL
I HEAT
I RCPT
I MF,C
1144
2
20
CU/AC
1
#
2
LIGHTS
20
1
500
1
4
IFAN.S
20
1 1
500
11443
5 ## 6 IPECEP
20 1 1 1
360
CONNFCTED I OAD Sl IAMIARY (VA)
DEMAND LOAD SUMMARY
PHASE
A
B
TOTALS
D.F. COMMENTS
LOAD
LGT
Soo
0
500
125
626 VA
COCL
1144
'1144
2288
1 00 USE COOL LOAD FOR CALCULATION
2.288 VA
HEAT
0
0
0
0 VA
RECPT
360
0
360
1 00
360 VA
MGC
0
500
500
106
500 VA
TOTAL CONNECTED
LOAD PER PHASE
`OTAL DEMAND LOAD 3,7 73 VA
PHASEA
2004 VA
167 AMPS
TOTAL DEMAND CURRENT
181 Amps
PHASE 6
1.644 VA
13.7 AMPS
MNMUMSERVICE AMPS REQUIRED 227Amos
LOAD SUMMARY
LOAD DESCRIPTION EXISTING
LOAD ADDED
kVA
EXtSTNG LOAD FROM UTILITY X12596 142.50
142.50
LIGHTING 1.25 demand factor applied)
0.63
0.63
HVAC (heat load used for calculation)
2.29
229
RECEPTACLE demand factor lied
0.36
0.36
MISC.
0.50
0.50
TOTAL =
14627 INA
!amperes at 206 V 3 PHASE
406.01 amps
0III)/
I
I
I
I
2" VTR
I
I
1
1
I
I
I
/1
WASH TUBA
3 DRAIN
f-' TRENCH DRAIN
31' DRAIN
PLUMBING ISOMETRIC
2" VTR
N tHB
■
DRAIN INFO go'ZURN Z415C STRAINER WASH TUB
3" IP THREAD OUTLET I »_
ZURN OR EQUILIVANT ■
■
3" DRAIN 3"TRAIN
4'
HB 13' — 4„ ■
HB— — — — — — — — —150— ` — — — — — ——`------ — —_—--�----
■
■
1
■
■ 3"
■
■
3" P—TRAP BETWEEN TROUGH
AND CLEAN OUT
4" C.O.
CONNECT TO EXISTING _________ _________________ __ ________________ __
----------------- --
■ E N E E M M ■ ■� SOIL ----- ___________ ® ..— --FLOW----®-----------------®�
SEWER CONNECTION DRAIN DRAIN DRAIN DRAIN
TO EXISTING
TRENCH DRAIN INFO
NDS — DURA SLOPE TRENCH DRAIN
(PRE —SLOPED)
PART# D-97 6.01"X6.35" DEEP X 4' PLUMBING � DRAIN
DURA SLOPE CHANNEL
STANDARD GRATES
DS-221 2 FT GALV. STEEL CHANNEL GRATE
UNIVERSAL END CAP
DS-224
UNIVERSAL END OUTLET
DS-227 FITS 4" S&D PIPE
NDS OR EQUILIVANT
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
1 11 111'l1 IJ1I _
I I 1 - -- j =tI , I r,
=13—
22'-5"
2 3'
3" X .030" RISER PAN ROOF PL A INI
TOWN & COUNTRY PANEL ROOF
FL#22840 OR EQUIV. FASTEN 2X5X.076 EDGE BEAM TO 4X4 ALUM
RATED 134" SPAN (11 1 /8 ft) POST WITH (2) 1 /2" THRU BOLTS WITH
WASHERS AND NUT. CORRISION RESISTANT
TYPICAL
� — — — — — — — — — — — — — — — — — — — — — — — — — I.
L,�'FT
ID
12
X
D
J
Q
Ln
0i
X
"t
X
It
0
4„
ELEVATI01\\1
OTER WITH
EMBEDDED
CRISS—CROSS
FRONT EL,�'VATION
A LUMIMUM CO VE_nE'
DETAILS
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7 10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
E
•• 0 1 EN�F•�''�►
_ * No 3608
s ••••....••'
IVA
III
ENGINEER LICENCE #53608
NOTE:
ALL S.M.B. SECTIONS SHALL BE STITCHED TOP AND
BOTTOM WITH #10 S.M.S. @ 24" O.C. MAX
FASTEN PANELS TO 2X5X.076 EDGE BEAM
WITH #12X1" SEAL WASHER HEAD TEKS
A \ nrn nANEL EQUALLY SPACED
EXTRUDED BOX
HEADER CONNECTION
FASTEN TO FASCI QD
WITH #12 X 1-1 2 @ 12" O.C.
STAGGERED 2 ROWS
USE WATERPROOF CAULKING
ENLARGED CIRCLE " B"
4X4x.125" ALUM POST WITH
2"X6"X.050" S.M.B. EDGE BEAM
WITHTEN WITH WASHERS(2l�ND /NUT CORRIISlBLTS
IONORESISTANT
ENLARGED CIRCLE "A"
A 9 9
7AC7-17NI nnKIrl C' Tn nV C:V n-7c rfl of Mr - AAA
ELEVATI01\\[
CITY
OF ERTEsoIC DPAMNT RICK GOLLHARDT — DRAFTSMAN
6118 8TH STREET 813— 781— 3651
Z EP HYR H I LLS FLORIDA rgollhardt@tampabay.rr.com
D.W.SMITH,M.S.,P.E.#53608 DETAILS SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6 OF 6
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO,
PHONE: 813-469-2289 E-MAIL: dwsf l pe@earth l i nk, net DO NOT SCALE 1 OCT 2019
DESIGN/DRAWN CHECKED 2 019 — 0 91 6
R. GOLLHARDT D.W.S.
I - —'_ _ — - i-- — — I -i _ — __ II— —_i 1 -. I _ I I --- - — -.I..=L___' j W � 1 11 1,1 itII Ilrlw� p 11malli. IF I.1 I I i I I II 1 1
10'— 3"
EXISTING
STRUCTURE
EXISTING
STRUCTURE
m
u u n a.�..uuuuuinw�immii_
��
0
—
O—
it
r
KEYED FLOOR PLAN NOTES
1. REINFORCED CONCRETE BLOCK WALLS CONSTRUCTED T�OF 8"x 16" CUT FACE UNITS SPLIT FACE TO MATCH ZPD K9 KENNEL BUILDING
EXISTING BUILDING. CITY OF ZEPHYRHILLS
2. 3'-0" WIDE X 7'-0" HIGH INSULATED METAL DOOR IN POLICE DEPARTMENT
HOLLOW METAL FRAME WITH STAINLESS STEEL HAGER 6118 8 TH STREET
LEVER SET HARDWARE, HINGES AND KEYED DEADBOLT. ZEPHYRHILLS FLORIDA
PAINT DOOR &FRAME TO MATCH EXISTING DOORS ON
ADJACENT BUILDING. HARDWARE FINISH TO BE D26,
BRUSHED STAINLESS. 3. ELEVATED WASH TUB (INSTALLATION ONLY —
TUB TO BE
DONATED BY ZPD SUPPORTER). GC TO PROVIDE WATER
SOURCE AT 54" A.F.F. (VERIFY WITH PLUMBER) AND
CONNECTION TO SANITARY SEWER SYSTEM.
4. PROVIDE WATER SOURCE AT STANDARD MOUNTING
HEIGHT FOR FILLING WATER BOWLS AND CONNECTING
PRESSURE WASHER HOSE.
5. FLOOR DRAIN (SLOPE BROOM FINISHED CONCRETE SLAB FLOOR IN WASH
AREA TOWARDS DRAIN. (ZURN Z415C OR EQUAL). (2) SHOWN ON PLAN
6. CONTROL JOINT IN CONCRETE. SLOPE FLOOR AT 0.125"
PER FOOT TOWARDS THE EAST END OF THE KENNEL
FLOOR.
7. 6'-0" HIGH X 8" THICK X APPROXIMATELY 6'-0" LONG CONCRETE DIVIDER
BETWEEN KENNEL STALLS. (TYPICAL). OPTIONAL CHAIN LINK FENCE (SEE OWNER)
8. EACH EXTERIOR DOG RUN SHALL BE SEPARATED BY
APPROXIMATELY 8'-0" LINEAR FEET OF BLACK VINYL CHAIN
LINK FENCING WITH 3" DIAMETER POSTS AT EACH END
(TYPICAL). INCLUDE GATE TO EXTERIOR AT EACH RUN.
9. 36" WIDE X 72)1 HIGH 9 GAUGE CHAIN LINK FENCE/GATE WITH
LATCH. HARDWARE FOR HINGE PIVOT FOR GATE SHALL
BE MOUNTED TO CONCRETE BLOCK WALL. (TYPICAL)
10. CREATE SLOT IN FENCING AT FLOOR LEVEL, THROUGH
WHICH FOOD BOWLS CAN BE SLID. (TYPICAL)
11. 8" DEEP X 8" WIDE CONCRETE TROUGH WITH FOUR (4)
PVC DRAINS TO CATCH DOG'S WASTE OR FOOD DURING
PERIODIC PRESSURE —WASHING. CONNECT TROUGH TO
EXISTING UNDERGROUND SANITARY 4" PVC SEWER LINE.
12. PROVIDE FOUR (4) STAINLESS STEEL HOOKS AND HARDWARE
(TO PREVENT RUSTING) FOR LEADS, VESTS AND OTHER ITEMS REMOVED
DURING WASHING. COORDINATE LOCATION WITH K9 HANDLERS.
(HOUZZ MODEL CH23—PSS STAINLESS STEEL WALL HOOK OR EQUAL)
13. NEW CONCRETE SIDEWALK (3000 PSI WITH 6X6 10/10 WWM OR FIBERMESH
MAY BE SUBSTITUTED) MATCH EXISTING SIDEWALK.
14. 41$ X 4" X 0.125 STRUCTURAL ALUMINUM POST (TYPICAL).
15. EDGE OF SLOPED ALUMINUM SHED ROOF, ABOVE.
16. EDGE OF ROOF OVERHANG, ABOVE.
KEYED ELECTRICAL PLAN NOTES
17. 36" WIDE X 72$1 HIGH X 1511 DEEP PLASTIC STORAGE
CABINET WITH LOCK TO STORE MEDICINES AND EXTRA
LEADS. (TO BE FURNISHED & SUPPLIED BY OTHERS).
18. FURNISH & INSTALL JUNCTION BOXES AND EXPOSED
CONDUIT, MOUNTED TO BOTTOM OF CEILING JOIST FOR
CEILING FANS (RATED FOR OUTDOOR USE). (TYPICAL)
19. WALL MOUNTED MITSUBISHI SPLIT SYSTEM TO
PROVIDE CONDITIONED AIR WHILE WASH ROOM IS
OCCUPIED. INSTALL PER MANUFACTURERS SPECIFICATIONS
REFER TO ENERGY CALCULATIONS SHEET FOR SEER AND TONAGE.
KEYED ELEVATION NOTES
Y'�nEt SHALL
COMPLY WITH P
t`0n1p Elc BUILDING Cp REVAILING
i, HE
CITY OF ZEP ic ODE DE
'R''DINANCES K"R ILLS
Asrnnr+ Mtgt: Z� z
�R4
Y�ZqMCIA _!L
20. STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
EXISTING PLANS WILL BE PROVIDED BY CITY FOR GC TO INSPECT BASE BUILDING PLANS DURING FIELD SURVEY.
21. ALUMINUM SHED ROOF (COLOR TO BE DETERMINED).
22. 4" X 4" X 0.125 STRUCTURAL ALUMINUM POST. (TYPICAL)
23. BLACK VINYL CHAIN LINK FENCE, ALL HARDWARE TO MATCH
24. CUT FACE BLOCK WALL.
25. BLOCK LEDGE (MATCH DIMENSIONS, STYLE AND COLOR OF THAT ON EXISTING BUILDING).
(TYPICAL)
26. 2'-8" WIDE X 2'-8" HIGH NON FIXED TEMPERED GLASS VIEW PANEL, SIMILAR TO WINDOWS IN EXISTING BUILDING
(NO NEED FOR LAMINATED GLASS). COLOR OF WINDOW FRAME SHALL MATCH THAT ON EXISTING BUILDING
_ �III1� "•!III 1 P �.1114 �II!L_1111 rRR I'-Ir f1 I f II � 11 _ 1 I7 I, 11
11'-
AREA'S
KENNEL 328
COVER OVER FENCE 194
PETCO—PERFECT PET ALL WEATHER
SERIES INSULATED PET DOOR 9.75"X17"
OR EQUIVALENT. (SIZE OPTIONAL)
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
15' — 4"
r
21'-4
„FI"
„
3F3'-8NON FIXED NON IXE 3'-8"
TEMPERED TEMPERED
STORAGE ,MINI HB
CABINET I tLIT_1
00
�t ASH TUB I I
_I
03" DRAIN 0 3" DRAIN 32"X32"
NON 3FIXE NON FIXED
TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED
HB--------� ---- --------- ------------ HB In
0-0
W N � 6J
�
��
W N'-- i
'-d
_
0-
O -
CL 1-1
O
V�
V�
—6„
6„
,_6„
,-6„
.,,
2' — 6„
------------------- ---- ---------
SEWER CONNECT10N I DRAIN I DRAIN I DRAIN I DRAIN 1
TO EXISTING I I I
I I I I I
FENCED
I W GRASS AREA 1 1
TYPICALI
I I I I I
rF
I I I I I
I I I I I
2„ ,-2„ ,-2„ ,-2„
20'-8"
22'-5"
VA/vEReffill 11, 10,
NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE
npp7mimr--c FOR FAUN k/1= NINI1= 1
1.
22'-5"W.
F RuNT TION
-I
I I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
PET DOORi i PET DOORi !PET DOORI !PET DOOR
9.75 X17„ i i 9.75 X17„ i i 9.75 X17„ i i 9.75 X17„
I I I I I I
I I I I I I
I I I I I I
I I I I I I
f-------------------------------------
FRONT ELEVATION
W10 FENCE & COV FR
Mill --Imw
ENGINEER'S NOTES:
1. DESIGN WIND SPEED: 140 MPH V u/ 108 MPH V o$d3 sec gust
2. RISK CATEGORY PER Table 1604.5 II
3. EXPOSURE CATEGORY = "B"
4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG)
5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10:
(ROOF)
ZONE 1 b: +11 /-18
ZONE 2a: +12/-33
ZONE 3a: +12/-49
(WALLS)
Z0NE4b: +20/-22
ZONE 5b: +20/-26
CODES:
FLORIDA BUILDING CODE, 6TH EDITION 2017
ASCE 7-10
CONSTRUCTION TYPE: 5-13
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A 1318-11
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
APA PLYWOOD DESIGN SPECIFICATION
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
15' — 4" ellill
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608 ENGINEER LICENCE ##53608
---------------------
1'— 4"
-'I ,I J
II i
PARCEL: 08- 27- 16- 89406- 000- 0 193
CITY OF ZEPHYRHILLS
POLICE DEPARTMENT
6118 8TH STREET
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE —DARE CITY,F"LORIDA 33525
PHONE1813-469-2289 E-MAIL: dwsflpe@earthIink, net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampabay. rr. com
ELEVATIONS SHEET OF
2 OF 6
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
1 OCT 2019
CHECKED
D.W.S.
JOB NO.
I
2019-0916
I __ 11 L1 1 1
,fl,5' VERTICAL WALL REINFORCING
ACI 90 STANDARD GROUTED CELL
HOOK —EMBED 6" 1 -BOND BEAM W/(1) #5 REBAR
,.
T J
V
w FILLED CELL
N
O
O
t=
Q
J
Ld 5 DOWEL ACI STANDARD HOOK
LiMPED 10" MIN LAP
�w Z 25 MIN W/ VERT. & HORIZ. REINFORCING
to
N
i'".,•: CONCRETE FOOTING
REINFORCING REBAR
(SEE FOUNDATION PLAN)
25" MIN LAP
MASONRY WALL
FILLED CELL DETAIL
(1)#5 REROD IN GROUTED CELL
LOCATED PER PLAN
25" DOWEL LAP MINIMUM
4" CONCRETE (3000PS1) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6' WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
1##((6"HXX1 )2"W MONOLITHIC FOOTINGS WITH 2 EACH
BOTT5/0M "OFRFOOTERNSHALLLUBE012"CFROM G ADEAL
TYPICAL MO NO L YTHIC
FOOTING DETAIL
TERMITE PREVENTION NOTES:
COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING
1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER
AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE
PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
ELECTRICAL PANEL FBC 104.26
2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL
COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM.
EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES
APPLIED DIRECTLY TO FOUNDATION.
3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
EXCAVATION AND BACK FILL IS FINISHED.
4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
RE -TREATED, INCLUDING SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE
& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
AFTER THE TREATMENT.
6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF
RAINFALL OCCURS BEFORE POLYFILM PLACEMENT.
7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT.
8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION
TREATMENT.
9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL
BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED
BUILDING.
10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST
BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS
INCLUDES
COGRADE
TAIN NGTMATE�IAB. TRAP BOXES, FORMS, OTHER
11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE
BUILDING DEPARTMENT 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 AND THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT.
OF AGRICULTURE AND CONSUMER SERVICE.
2'-6"
NOTE:
■ INDICATES 1 —
ATEL.
REBAR IN FILLED CELL FROM
FOOTING TO LOCATED AT EACH SIDE
OF ALL WINDOWS AND DOOR OPENINGS
6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS
FRONT VIEW
DOOR DETAIL
G.C. TO CONFIRM OPENING SIZE FOR DOGGIE
DOOR WITH OWNER
EDGE OF FOOTING
1-#5 DOWEL IN CORNER
25" LAP MIN.
CORNER DETAIL - FOOTING AND
FOUNDATION WALL REINFORCEMENT
#5 DOWEL HORIZ. REBAR
t EAM REINFORCING
1 1 ��n .•• � rr-■
to
N
�5 CORNER REBAR
GROUTED CELL
NOTE: ALL LAPS SHALL BE 25" MINIMUM
CORNER DETAIL - BOND BEAM
AND WALL REINFORCEMENT
21'-4„ _1
3t_8„ 3,_8„
32"X32" 32"X32 '
® r-----------------------------------�
4" CONCRETE (3000PSI� WITH #10
I� 6X6 MESH ON 6 MIL P LY
VAPOR BARRIER OVER CLEAN
DATUM I COMPACTED POISON TREATED I� I
-4" QD SOIL. VAPOR BARRIOR
O I DATUM MATERIAL TO BE LAPPED I I
I 0-0 6 WITH SEAMS TAPED I
®I FIBERMESH CAN BE SUBSTITUED I
I � I
EXPANSIA JOIST
32"X32 I 3" DRAIN 3" DRAIN
I I I
I N I
4" CONCRETE ®I®
SLAB I W N I I W N I I W N I I W iv I
(9 ?75 T DOOR D
16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH ZZ
1�
#5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
12"W(( X// 1)6"H MONOLITHIC FOOTINGS WITH 2 EACH
OTTSdM "OFROOOTERDS NSHALOUBE012"CFROM GRADE
7- 1-
00
32"X32"
00
I-
Ful'UNDATION 11'__-'LAN
21'-4"
FRONT VIEW
DETAIL A -A
15'— 4"
DETAIL B-B
NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION
OF KENNELS, CHAIN LINK FENCING MAY BE
SUBSTITUTED. IF CHAIN LINK FENCE IS USED
THE FOOTERS FOR BLOCK WALLS MAY BE
REMOVED FROM FOUNDATION PLAN.
- 11 1 1 1 1 _ _1I i I- I I --I II1 _ 11 _ !_ 11 "1 LI1_ 11 L.--1 I - - I I_ i
SAFE GRAVITY LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
POUNDS PER LINEAR FOOT
MARK
No.
LENGTH
TYPE
81.18
8F8-OB
8F8-1 B
L
1
2'-10"
(34")
PRECAST
2231
3069
3069
L
2
2'-8" to
3'-6"
(42")
PRECAST
2231
3069
3069
L
3
3 -7 to
4'-0"
(48")
PRECAST
1966
2561
2693
L
4
4 -1 to
4'-6"
(54")
PRECAST
1599
1969
2189
L
5
4'-7- to
5'-4"
(64")
PRECAST
1217
1349
1663
L
6
5'-5" to
5'-10"
(70")
PRECAST
1062
1105
1451
L
7
5 -11 to
6'-6"
(78")
PRECAST
908
1238
1238
L
8
6'-7" to
7'-6"
(90")
PRECAST
743
1011
1011
L
9
7'-7" to
9'-4"
(112")
PRECAST
554
699
752
L
10
9 -5 to
10'-6"
(126")
PRECAST
475
535
643
DETAIL "B"
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch
nominal bearing.
Exception: Safe loads for unfilled lintels must
be reduced by 20% if bearing length is
less than 6 1 /2 inches.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. Safe loads based on grade 40 or grade 60
field rebar.
5. One #7 rebar may be substituted for two
#5 rebars in 8" lintels only
6. The designer may evaluate concentrated
loads from the safe load tables by
calculating the maximum resisting moment
and shear at d-away from face of support.
SAFE GRAVITY LOADS FOR 8" PRECAST
w/ 2" RECESS DOOR U-LINTELS
POUND L SAR FOO
MARK
No.
TYPE
LENGTH
8RU6
8RF6-06
8RF6-1B
D 1
3 -8 to
4'-4" (52") PRECAST
1635
1749
1891
2" RECESS
DETAIL "DB"
7. For composite lintel heights not shown,
use safe load from next lower height shown.
8. For lintels lengths not shown, use safe load
from next longest length shown
9. All safe loads in units of pounds per linear
foot
10. All safe loads based on simply supported
span.
11. The number in the the parenthesis
indicates the percent reduction for grade 40
field added rebar.
Example 7'-6" lintel type 8F32-1 B safe
gravity load - 6472_
VRUSS
PLAN.
LEGEND
� HETA20
(2) HETA24
MATERIALS
1.
f'c 8" precast lintel = 3500 psi
2.
f'c prestressed lintel = 6000 psi
3.
Grout per ASTM C476 f'g - 3000
psi w/ maximum 3/8 inch
aggregate & 8 to 11 inch slump
4.
Concrete Masonry Units (CMU) per
14
ASTM C90 w/minimum net area
D 1 L 2
32"X32"
compressive strength - 1900 psi
3068
DETAIL DB DETAIL "B"
5.
Rebar per ASTM A615 grade 60
6.
Prestressing strand per ASTM A416
grade 270 low relaxation
L 2
7.
Mortar per ASTM C270 type M or S
32"X32"
DETAIL "B"
GENERAL NOTES
1. Provide full mortar bed and head joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural
and/or structural documents.
4. U-Lintels are manufactured with 5 1 /2" long notches at
the ends to accomodate vertical cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection Graph brochure
for lintel deflection information.
6. Bottom field added rebar to be located at the bottom
of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel
in lieu of concrete masonry units.
9. Safe load rating based on rational design analysis per
ACI 318 and ACI 530
10. Product Approvals: Miami -Dade County, Florida Nos.
03-0606.05 & 03-0605.04. Florida Certificate of Product
Approval number FL158.
11. The exterior surface of lintels installed in exterior concrete
masonry walls shall have a coating of stucco applied in
accordance with ASTM C-296 or other approved coating.
12. Lintels loaded simultaneously with vertical (gravity or
uplift) and horizontal (lateral) loads should be checked
for the combined loading with the following equation:
Applied vertical load + Applied horizontal load < 1 .0
Safe vertical load Safe horizontal load
13. Additional lateral load capacity can be
obtained by the designer by providing additional reinforced
concrete masonry above the lintel. See detail at right:
UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3
SLOPES 2:12 UP TO 4:12 R905.2.7, 1507.2.8
SLOPES 4:12 AND GREATER R905.2.7, 1507.2.8
VALLEYS SHALLCOMPLYWITH R90552 88� 11507 0299.2
DRIP EDGE SHALL COMPLY WITH R905.2.8.�, 1507.2.9.3
UPLIFT
CONNECTION - SIMPSON STRONG -TIE
MASONRY APPLICATIONS
MARK
CONNECTOR
UPLIFT
CAPACITY
LATERAL
CAPACITY
FASTENERS
FLORIDA
APPROVAL #
A
HETA20
1890
335
8-10d X 1-1/2"
11473
B
(2) HETA24
2365
1350
12-10d X 1-1/2
11473
* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
MANUFACTURER FOR GROUT FILLED CPU.
ATTIC VENTILATION CALCULATIONS
TOTAL ATTIC AREA = 328 S.F.
79 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE
79 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT
TOTAL SQ IN RIDGE VENT = 138 SQ IN 6'-0" X 23/LF
TOTAL SQ IN SOFFIT VENT = 936 SQ IN 2'-0" X 13/LF
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
OPTIONAL:
LEAD BOOT FLASHING W/ INTEGRAL
FLANGE SET IN PLASTIC ROOF CEMENT
VENT STACK SEE PLUMBING FOR
SIZE AND LOCATION
FLEXIBLE BOOT FLASHING WITH
INTEGRAL FLANGE SET IN
PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
METAL ROOF AT BASE
L2
32"X32"
DETAIL "B"
L2
32"X32"
DETAIL "B" `"
L1
9.75"X17"
DETAIL "B"
L1
9.75"X17"
DETAIL "B"
/rA- -F, M_ W/A
1"� VAI An,
INSTALL METAL ROOF OVER FLANGE
AT HEAD
STANDING SEAM METAL ROOF
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
2. APPLY ROOFING CEMENT OR
SELF -ADHERING FLASHING OVER FLANGE
AT HEAD ONLY.
ROOF PENETRATION
FLASHING DETAIL
2017 FBC FLASHING
APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
PRODUCTS SHALL BE SEALED AT THE JUNCTION 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. ASTM
C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED
MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT
THE FOLLOWING LOCATIONS.
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION
703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
MORE OF THE FOLLOWING.
1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS
NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT
PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS
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 THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
MORE OF THE FOLLOWING.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS
1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
OR FMA AAMA/WDMA 400
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS
3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION
6. AT WALL AND ROOF INTERSECTIONS
7. AT BUILT-IN GUTTERS
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
I — I — -!- - -- - I 1 II 11 I 1 II - II I 1 1 1 1 1 1 1 11 r it 1 II 1 I 1 1 1 1 ----I I
--- U111 L HI 1' I_ 1 -1 _III I I _I -- I I I- - 111 ' Nil
FAN COIL UNIT SCHEDULE
rLESS
FAN DATA
COIL DATA
FILTER DATA
BASIS OFSP"WG
DESIGN
ELECTRIC
MCA
ELECTRICAL
MOCP
REMARKS
EXT.
MOTOR
HP
V/�
EDB
f
EWB
T
TOTAL
CAP
MBH
SEN.
CAP.
MBH
TYPE
AREA
SQ
-
-
230/1
80
67
18
-
-
-
MITSUBISHI PKA-A18HA
1.0
SEE CU
� 3 4IGITAL
THERMOSTAT FOR EACH UNIT O PROVIDE LOW AMBIENT COOLING. Q3 POWER FEED FROM CONDENSING UNIT
CONDENSATE PUMP ®CONDENSATE TO BE ROUTED TO EXTERIOR
DUCTLESS AIR COOLED CONDENSING
UNIT SCHEDULE
CU # MARK
LOC'N.
PAIRED WITH A/C-#...
V/$
ELECTRICAL DATA
BASIS OF DESIGN
REMARKS
MCA MOCP
ROOF
1
230/1
11
28
MITSUBISHI PUY-A185
UT DOOR AIR TEMP. 02 ROUTE REFRIGERANT UNE TO ROOF.
r@;CONODENSING UNIT ON ROOF, LOCATION TO BE COORDINATED WITH BUILDING OWNER.
MECHANICAL EXHAUST REQUIRED AND THE RECIRCULATION OF AIR FROM SUCH SPACES
IS PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITH SUCH
SPACES SHALL NOT BE PROHIBITED (SEE SECTION 403.2.1, ITEM 3).
403.2.1 RECIRCULATION OF AIR
THE OUTDOOR AIR REQUIRED BY SECTION 403.3 SHALL NOT BE RECIRCULATED. AIR
IN EXCESS OF THAT REQUIRED BY SECTION 403.3 SHALL NOT BE PROHIBITED FROM
BEING RECIRCULATED AS A COMPONENT OF SUPPLY AIR TO BUILDING SPACES, EXCEPT THAT:
1. VENTILATION AIR SHALL NOT BE RECIRCULATED FROM ONE DWELLING TO ANOTHER OR
DISSIMILAR OCCUPANCIES.
2. SUPPLY AIR RO A SWIMMING POOL AND ASSOCIATED DECK AREA SHALL NOT BE RECIRCULATED
INLESS SUCH AIR IS DEHUMIDIFIED TO MAINTAIN THE RELATIVE HUMIDITY OF THE AREA AT
60 PERCENT OR LESS. AIR FROM THIS AREA SHALL NOT BE RECIRCULATED TO THERS SPACES
WHERE MORE THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR
RECIRCULATED FROM THESE SPACES.
3. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE b INTABLE 403.3.1.1 RECIRCULATION OF
AIR FROM SUCH SPACES SHALL BE PROHIBITED. RECIRCULATION OF AIR THAT IS CONTAINED
COMPLETELY WITHIN SUCH SPACES SHALL NOT BE PROHIBITED. WHERE RECIRCULATION OF AIR
IS PROHIBITED, ALL AIR SUPPLIED TO SUCH SPACES SHALL BE EXHAUSTED, INCLUDING ANY
AIR IN EXCESS OF THAT REQUIRED BY TABLE 403.3.1.1.
4. WHERE MECHANICAL EXHAUST IS REQUIRED BY NOTE g IN TABLE 403.3.1.1, MECHANICAL
EXHAUST IS REQUIRED AND RECIRCULATION FROM SUCH SPACES IS PROHIBITED WHERE MORE
THAN 10 PERCENT OF THE RESULTING SUPPLY AIRSTREAM CONSISTS OF AIR RECIRCULATED FROM
THESE SPACES. RECIRCULATION OF AIR THAT IS CONTAINED COMPLETELY WITHIN SUCH SPACES
SHALL NOT BE PROHIBITED.
STANDING SEAM METAL ROOF TO MATCH EXISTING BUILDING.
METAL ROOF TO BE FASTEN AND INSTALLED PER MANUFACTURERS SPECS
So,EATHIN� TO BE 15/32" 4 PLY CDX OR OSB W/Bd RING SHANK NAILS
6 O.C. 4 O.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 -�
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
FLASHING PER FBC-R 905
CONTINIOUS ALUM DRIP EDGE WITH GUTTER
AND DOWNSPOUTS ATTACHED PER
MANUFACTURERS SPECS
SYMBOL
DESCRIPTION
SWITCH
&
110 V RECEPTICLE — GROUND FAULT
WP
WATERPROOF OUTLET
LIGHT FIXTURE — WALL OR CEILING (TYP)
CEILING FAN ONLY
ELECTRICAL PANEL
CEILING FAN: HAMPTON BAY, MODEL 52860, WHITE, 3 BLADE
OR EQUIVALENT.
ELECTRICALIHVAC
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULATION
2X6 WOOD SUB ATTACHED TO
EACH USS WITH 8d COMMON
NAILS �2)M EACHTTRUSS g
U, �AIATTACHEDFIPERNMANUF�I SPECS.
1�
1" CEILING TYPE GYPSUM BOARD
A ACHED WITH 5d COOLER tj11LS
OR #8 DRYWALL SCREW AT 7 O.C. MAX
S (gyp g U p �N E� q E S
Up A � I7 C �2HANA4 TE ONPTP RELAYOUT. T FILLTALLCH TRHOSES
WI
I
18"X8" KNOCK -OUT BLOCK FILLED
8COURSE
5LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
I
I
VARIES
PRECAST CONCRETE LINTEL
SEE PLAN
I
H
I
I
w
I
I
g"Xg x CMU TYp
TYPE"((�� "##MORT��AggRqq oo
POTTER T05LRNTELRBLOCK
�
Z
v 1X2 P.T. WD FURRING ® 24" O.C.
ATTACHED TO BLOCK WITH 3d
CUT NAILS ®12 O.C. MAX
R5.4 CELOTEX "TUFF-R" INSULATION BD
I
I
OR EQUILIVANT
DECORATIVE CEy ENTL�,OUS
FINISH (STUCCO) 1 2 2 COAT
PER SPECS FBC R 703
1/2" GYPSUM WALLBOARD
lU1 N.O.
OR #8HDRYWA L SCREW AT 7 O C. MAX
I
I
4"X4" INSPECTION PORT
AT EACH FILLED CELL
TYPICAL
CUTANAILSB ®E2�O.C. ITH 3d
3 1/4" BASEBOARD
M
:J1
NOTE: EXTEND
M
STANDARD 90 DEGREE BEND
DECO FINISH 4" TO 6"
BELOW GRADE
y
WITH 25" LAP MINIMUM
EXISTING UTILITY
COMPANY PAD
EX CT TYPE METER MOUNTED
TRANSFORMER
120/208V, 30
SECONDARY
METER
EXTERIOR I EX MAIN ELECTRICAL ROOM
EX
PMDPL
EX 15OA/3P
-0 o-
EX 1000A/3P
MAIN
DETAIL SLOT FOR FOOD
FIELD COORDINATE ROUTING IN FIELD
WITH EXISTING CONDITIONS
EXTERIOR DOG KENNEL EXTERIOR
UIT i F.. - .-
I i
1
I
EX NEW
I
PAPANEL
A�L
I
i
i
I
I I
I I
i
� PHASE
EX GROUNDING N"Lu I ND_COND if I
ELECTRODE SYSTEM
MI IN, I
PARTIAL ONE -LINE DIAGRAM
NO SCALE
--------- EXISTING
-..-..- NEW
OPTIONS. MFG STD: SIEMENS
COPPER BUS, SOLID NEUTRAL CABINET SURFACE MOUNT, N-1
EXISTING RATING 22000AIC RATED
PANELNAMPA SIZE 250 A MLO. 250 A BUS
VOLTAGE,PIASE- 200 3 PII 4W FED B'�.
LOAD A) LOAD NA
LGT
COOL
HEAT
I RCPT
MISC
pdes
Amos
LOCATION
CHT
A B
C Ck1
LOCATION
AMPS
JUIUS
LIST
COOL
HEAT
RCPT
MISC
1200
1200
2
30
EX SITE UGHTINE
1
##
2
IEX LG171NG
20
1
1000
3
##
4
EX LIG H TING
20
1
1000
1200
1?00
2
30
EX SITE UGH TING
5
M/F 6
EX LIGHTING
20
1
1000
7
##
8
EX ULAiTNG
20
1
1000
1200
t 200
2
30
EX SITE LIU1 TING
9
##
10
EX LIGHTING
20
1
1000
11
#w 12
EX LIGHTING
20
1
1000
250
1 1
20
1EX PHOTOCELL
13
1 0
11 1 14
EX LIC41TNG
20
1
1 1000
1000
1
2U
EX UNDER EVE LIGHTS
15
F#01
1 16
EX LIGHTING
20
1
1000
logo
I
20
EX UNDER EVE LIGHTS
17
1
W1 18
EX LIGHTING
20
1
1000
100Q
1
20
EX UNDER EVE LIGHTS
19
##
1 1 20
1EX LIGHTING
0
1
1000
loco
1
20
EX UNDER EVE LIGHTS
21
[##1
1 22
EX LIGHTING
20
1
1000
1000
1
20
EX BOLLARDS
23
1
61 24
EXRECECPTACLES
20
1
1080
1000
1
20
EX UIGHTNG
25
'##1
1 1 26
EX RECECPTACLES
20
1
1"
1000
1
20
EX FLAG UGHTS
27
##
28
EX RECECPTACLES
20
1
1080
SPACE
29
6 30
EX RECECPTACLES
20
1
1B80
SPACE
31
D
32
SPACE
_
SPACE
33
0
34
SPACE
SPACE
35
36
NEWPNL'OK'
40
2
000
1144
0
360
0
SPACE
37
##
38
0
1144
0
0
e00
SPACE
39
0
40
SPACE
SPACE
41
0 12
SPACE
CCINNECTED
LOAD
UM
Y
DEMAND
L"
SUMMARY
P HAS A B C TOTALS
COMMENTS LDAD
LGT 8400 9400 7900 25700
COOL 1144 0 1144 2288
HEAT 0 0 0 0
RECPT 1080 109-1 2520 4680
MISC 750 0 0 750
LPG MTR ❑ 0 ❑ 0
TOTAL CONNECTED LOAD PER PHASE
PHASE 11,374 VA 94B AMPS
PHASE B 10 480 VA 87.3 AMPS
PHASE C 11,564 VA 964 AMPS
1.25 32, 125 VA
1.00 USE COOL LOAD FOR CALCULATION 2,288 VA
0 VA
1 00 LSHO VA
1 00 750 VA
025 3 VA
TOTAL DEMAND LCAD'. 39,843 VA
7OTALDEMAND CURRENT 110.6 AMPS
MINIMUM SERVCEAMPS REQUIRED 1106 AMPS
F.F.
O0� • �.:�
GRADE
z
: A4
4 •r ..
NZ 4" CONCRETE (3000PSI) WITH #10
�� r"+ �' 6-6/10-10 WWM ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
i SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
12"W X 20"HMONOLITHIC FOOTER 12 FIBERMESH MAY BE SUBSTITUTED
PACED j 0 RC. MAXCONT.
EXTERIOR
WALL °SECTION
TY�I
C�
P__
0
OR GATE dc FENCEI��rTERI
GATE AND FENCE PROVIDED
B Y OTHERS
CONNA-M EXISTING i � HOSE BIB
HOSE BIB
1�3/4" I
I
3/4" VALVES
3 /411 i
J
NOTE: SEE OWNER FOR HEIGHT
OF HOSE BIBS ` y'
' HOSE BIB 3/4"
i
I �
I �
L'
WATER ISOMETRIC
OPTIONS.
M F G STD SUIIARE-D UO
COPPER BUS
CABINET SURFACE MOUNT. N-3R
NEW
RATING 22.000 AIC SERES RATED
PANEL NAME DK
SZE 100AMLO
VOLTAGEIPHASE
208 1 PH 3W
LOAD VA
LOAD VA
LGT
COOL
HEAT
RCPT
MISC
tales
Amps-
LOCATION
CKT
A B
CKT
LOCATION
Amps
_des
LGT
COOL
HEAT
PCPT
MISC
1144
2
20
CU/AC
1
##
2
LIGHTS
20
1
500
3
##
4
FANS
20
1
5O0
1144
5 ## 6 RECEP
20 1 360
CONNECTFD LOAD
SUMMARY VA
DEMAND LOAD SUMMARY
PHASE
A
B
TOTALS
D.F. COMMENTS LOAD
LGT
500
0
500
125
625 VA
COOL
1144
1144
2288
1 Oil USE COOL LOAD FOR
CALCULATION 2.288 VA
HEAT
0
0
0
0 VA
RECPT
360
0
360
1 00
360 VA
MISC
0
Wo
500
1.00
500 VA
TOTAL CONNECTED LOAD PER PHASE
TOTAL DEMAND LOAD. 3,773 VA
PHASE A
2 004 VA
16 7 AMPS
TOTAL DEMAND CURRENT 181 ArnpS
PHASE B
1,644 VA
13.7 AMPS
MINIMUM SERVICE AMPS REQUIRED - 227 Amps
LOADSUMMARY
LOAD DESCRIPTION EXISTING
LOAD ADDED
WA
EXISTING LORD FROM UTILITY X125% 142.50
142.50
LIGHTING 1.25 demand factors Ned
0.63
0.63
HVAC t load used for calculation
2.29
229
RECEPTACLE demand factor Ned
0.36
0.36
MISC.
0.50
0.50
TOTAL =
14627 kVA
amperes at 208 V 3 PHASE
406.01 amps
I
I
2" VTR
I
I
I
I
I
I
I
WASH TUB 2,, 3
" " DRAIN
TRENCH DRAIN
c� f
3" DRAIN
PLUMBING ISOMETRIC
DRAIN INFO
ZURN Z415C STRAINER
3" IP THREAD OUTLET
ZURN OR EQUILIVANT
3" P—TRAP BETWEEN TROUGH -
AND CLEAN OUT
CONNECT TO EXISTING 4" C.O. �
■W■■MMMms7MM
SEWER CONNECTION
TO EXISTING
TRENCH DRAIN INFO
NDS — DURA SLOPE TRENCH DRAIN
(PRE —SLOPED)
PART# DS-97 6.01 "X6.35" DEEP X 4'
DURA SLOPE CHANNEL
STANDARD GRATES
DS-221 2 FT GALV. STEEL CHANNEL GRATE
UNIVERSAL END CAP
DS-224
UNIVERSAL END OUTLET
DS-227 FITS 4" S&D PIPE
NDS OR EQUILIVANT
" VTR
N tHB
■
WASH TUB
I»
■
■
3" DRAIN 3" RAIN
4'
H41 13, _ 4,1
■
■
1
■
1
■
■
,- PLDw M IN
DRAIN DRAIN DRAIN DRAIN
PLUMBING dc DRAIN
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
1___ . __ - __1__ I _._ 1 1 _ _ II 1 I 1 I ! 1 I _. 1 1 I ,i "„'.. ,i.r._n._.. __ Il, _L_ _. —_I.. _1_.:—_L�_ -I — _ _ — _ i __ I_.II __L__ _L I 911 ..1
3" X .030" RISER PAN ROOF
TOWN & COUNTRY PANEL ROOF
FL#22840 OR EQUIV.
RATED 134 SPAN (11 1 /8 ft) -
—.- — — — — — — — — — — — — — — — — — — — — — — — — — -L
EL,EVA7'IOlur
0___ 9 0� o y °�_ 4 06___ 9
FASTEN 2X5X.076 EDGE BEAM TO 4X4 ALUM
POST WITH (2) 1 /2" THRU BOLTS WITH
WASHERS AND NUT. CORRISION RESISTANT
TYPICAL
i
22'-5"
23'
PLAN
X
111H
H
H■
23
--- — — — — — — — — — — — — — — — — —
22' — 5"
0
d.
D
J
a
Lf')
(U
ii
12"X24" PIER FOOTER WITH
4�( ALUM POST EMBEDDED
W 2 3 REBAR CRISS—CROSS
SPACED 6" O.C.
F-10AONT 1�LEV A 1 1 ON
ALUMIMUM COVEIQ�.
DETAILS
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
NOTE:
ALL S.M.B. SECTIONS SHALL BE STITCHED TOP AND
BOTTOM WITH #10 S.M.S. @ 24" O.C. MAX
FASTEN PANELS TO 2X5X.076 EDGE BEAM
WITH #12X1" SEAL WASHER HEAD TEKS
' A mr� PANEL EQUALLY SPACED
ENLARGED
EXTRUDED BOX
HEADER CONNECTION
� A k I TO FASCI
12 X 1-1 2 @ 12" O.C.
:RED 2 ROWS
�TERPROOF CAULKING
ENLARGED CIRCLE' 9 9 B9
4X4x.125" ALUM POST WITH '
2"X6"X.050" S.M.B. EDGE BEAM
FASTEN WITH (2) W/ 3�8" THRU BOLTS
WITH WASHERS AAND NU CORRISION RESISTANT
CIRCLE " A"
17-ACTC1\I DANICI C Tn 7Vr^V n-7C Cfl/�C I]CAAA
ELE VA TIO ]\\[
CITY
DEPARTMENTS RICK GOLLHARDT - DRAFTSMAN
6118 8TH STREET 813- 781- 3651
ZEPHYRHILLS FLORIDA rgollhardt@tampabay.rr.com
D.W.SMITH,M.S.,P.E.#53808 DETAILS
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE
PHONE: 813-469-2289 E-MAIL: dwsf ( pe@earth l i nkl net DO NOT SCALE I 1 OCT 2019
DESIGN/DRAWN CHECKED
ENGINEER LICENCE #53608 R. GOLLHARDT D.W.S.
SHEET OF
6 OF 6
JOB N❑1
2019-091 6