HomeMy WebLinkAboutConstruction PlanBuilding Permit
Planning & DevelopmentSmires Department
Building & Regulations Division
ON
Product Review Affidavit
ti-ners Name JIM AND DEBBIE STROIK
Applicant -
Product
Openit-QDesign
Product Rated
Manufacturer
Modes Number
Roddllct Appcoval
Glass
Mettwd of Attachment.
Presstlfes
Design Pressure
Number
Type
ltld,ows
+80 -80 LA
ON INDUSTRIE
SINGLE NUM, L.
.1. 12-0117.16
%6" LAM
ATFD * 1
Mulliotts
+150 -150 LAW
ON INDUSTRIES
ALUM CL1PP0
ULL 12-0127.07
Fixed Glass
NA
Bloch Glass
NA
NA
krytlghts
Shiding Glass Doom
Swint Type DoorsF/B
TNFRMA TRU 61
CLASSIC -CRAFT OAK&
R-CLASSIC & SMOOTN-
asnC, FL7347.1
TAR GLAZED DOORS
MPACT
,lk 4
+76,7 -85 t
4 WW/v 1NOUSTR
ES
12-0127.23
,yE 2
French Doors
+46 -52 WAY
E OALTON CORP
MODEL 802418124
11-0411.05
Garage Deers
Hurricane Protertinn
NA
Root Ventflaliotl
NA
Rooting Material
/A
J.A. MYLOR RO
FINC
3
IMETER-129.25
5 VCRIMP MTL
ROOF
FL 14520-RI
RNFR
SYSTEM
I have reviewed the above components or cladding and I have approved their use iD this structure. Thew products provide adequate resistance to the
'aired loads: and fogies specified by CWTeut Code provisions.
'�"illDe:
Design Prof
1 1'14" TAPCONS SCREWS TYRtt OUT NFADS - 6" MAX
FROM TOP CORNERS 4 TOTAL AT YEAS .JAMBS -
6" MAX FROM TOP CORNERS 9-%" O.C.
6" MAX FTOM 80TT CORNERS, 6" MAX BELOW
MEETING RAIL SILLS - ANCf10R NOT REQ'D
5116" UL MACON SCREWS
*2 MEAD AND SILL 5" MAX FROM FRAME CORNERS
4 AT SILL AND MEAD, 6 AT JAMBS TOTAL OF 20
Signature:
:"elt. !N-'u..
Date.
3 ASTM D 226 TYPE I1 W,' 4" SIDE LAP 6" END 1APW/ CORROSIVE
PEV,STANT
/7N CAPS AND 12 CA.11/4' ANNULAR RING S1/ANK NAILS 6" 0. C. AT ALL
LAPSSAND 2 STACCARED ROWS12" 0, C. LA! FIELD OF WE ROLL
4 TAPCONS TO BE 4" FROM CORNERS @ YEAD AND JAMB
k BOTT. 18.94" MAX 0. C
seal
This
structural walls; columns
Statement
Planning & Development
Building & Code Rego
Design Certification for Wind Load Compliance
7
For
* ifimflons have been designed to
rently adopted and enforced by St. Lucie
rovide adequate resistance to the wind
loads and farces specified by current code provisions.,
Design Parameters nd Assump#M s ,> (Please check or complete the appropriate box.)',
I Florida Building Coale 20 10 Edition with 20 Supplements and ASCE,7 - 10
2, Building Design is: Enclosed: X Partially Enclosed: Open Buildibg:
3. Mean Roof Height: 23,-6" Roof Piftb; 2.75 : 12 Internal Pressure Coefficient: 7-f'A.1$
4- Width of End Zone 3'-0" Wind Speed: 170 mph (3 sec gait)
5. 8uildiaa CtasBlfieGatlon yTable 1,1. ASCE T -10 FBC Taiale 1504 5 N.A.
6, Wind t►Tre CtaOssiCatte D Adjusimen#katctar f Exposure & Heiglrt:
7. PSF
& Camponeaets Cladding WindPressure on Wall Zone 4 46.1 ? 6 1
9, F
10. Loads: Floor 55 PSF Roof/dead 1 F I%onfJfive 0 PSF
1I. Shear Walla Considered for Structure? Y X No (if No, attach explanation)
12. Couthnuom Load Path provided? Yes X if No, attach explanation)
13, Are Component and Cladding Details Provided? ;1 X No (if No, attach explanation)
14, Minimum Soli Bearing Pressure: 2500 Ptes
omphve: X 11y Test: PSF"
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name Cert #t_
Design Firm: Date:
SI,CCI)V Eras N 020-ft
Revised 2/27/09 (CL)
Revised 611l11a10(IS)
SSA.
e .d. 10,��` ��� 1 yA,
DRAWING INDEX
ARCHITECTURAL
A-1 I BUILDING DEPARTMENT FORMS
SITE PLAN / SITE DATA / DESIGN CERTIFICATION
FA--2
A-3 FOUNDATION PLAN
FLOOR PLANS
FA-4
A-5 EXTERIOR ELEVATIONS
A-6 ROOF FRAMING PLAN
A-7 I FIRST FLOOR AND SECOND FLOOR FRAMING PLANS
A-8 1 TYPICAL WALL SECTIONS
FA-9STAIR SECTIONS &DETAILS
WINDOW AND DOOR SCHEDULES
FIRST ANS SECOND FLOOR ELECTRICAL PLANS
ELECTRICAL SCHEDULES
FIRST AND SECOND FLOOR MECHANICAL PLANS
M-2 I MECHANICAL SCHEDULE AND NOTES
ED
P-1 PLUMBING PLAN / RISER DIAGRAM
"� sk
6"PRi.
Vi%
J GENERAL NOTE
1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL
CONDITIONS PRIOR TO SUBMISSION OF BID.
2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED
TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID.
3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR
MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN
DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY MANNER.
4. WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CONFLICT, THE
A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK,
5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH
DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A
CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER'S
COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB.
6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE
AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF
CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES.
7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE APPROVAL
OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S
FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR
OF HIS/HER RESPONSIBILITY.
8. INCLUDED IN THE RESPONSIBILITES OF ITEM 7 ARE THE FOLLOWING:
A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND
PROPERTIES.
B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY
STRUCTURES.
C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK
INPROPERLY PLACED AND/OR TESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY
ADDITIONAL EXPENSE TO THE OWNER.
9. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES.
SUBMIT SHOP DWGS FOR WRITTEN APPROVAL BEFORE FABRICATING
10. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95
MODIFIED PROCTOR METHOD. f l
L ti�"'v'L , t Wrw. 1 A'
11. SOIL BEARING IS DETERMINED TO BE 2500 PSF. IF SITE CONDITIONS VARY,
CONTACT ENGINEER OF RECORD. -
12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES
13. PROVIDE CONTINGENCY ALLOWANCE OF X AMOUNT OF DOLLARS VERIFY W/ OWNER TO BE USED FOR
UNFORESEEN CONDITIONS.
14. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN
BASE BID AS AN ALLOWANCE.
15. WEATHERING AND TERMITE AREA TO ADHERE TO FLA RES 2010 TABLE 301.2-1
A. WEATHERING IS "NEGLIGIBLE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING
PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED
FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652.
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END OD TRUSS —
I x WOOD BLKNG —
5" KSTYLE ALUM GUTTER J
TYP 2 x 8 WOOD FASCIA
%II STUCCO
O.H. SECTION
2-2 x 12 WD NDR.
SIMPSON HANGER
@ EA END
GIRDER TRUSS
SLOPE 2"
SCALE 3/4"=l'-0"
SlMPSON META 12 EA TRUSS
ON FLOOR TRUSS
T SIDE
SEE
5" TYPE "X " fA SIDE OF PART.
l NOTE (AS PER R302.6 )
�\ PROVIDE %" DU-ROK ON ALL WO FRAME
PARTITIONS SEPERATING GARAGE FROM MAIN
LIVING AREA. FROM TOP OF FIRST FLOOR TRUSS DOWN
& TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP
2 x 6 WO FRAMING
@ 24 O.C.
1 +8.0' NAVD
3'-0"
M
+3.75'
—I III —III —I �—
SECTION "A "
a
GENERAL NOTE
ALL MATERALS BELOW FLOOD LEVEL
@ 8'-0" SHALL ADHERE TO R-322.L8
TO BE FLOOD RESISTANT
8' DUPOK
o
a '
OPEN
/CEYNENE FOAM INSULATION R-20
-14" DEEP WOOD TRUSSES
GIRDER TRUSS
18" DEEP WD TRUSSES
FOAM INSL/LAP19N R-20
!CEYNENE FOAM INSULATION R22
8961BIT CONC LINTEL BEAM
PREFAB WOOD TRUSSES
@ 24" O.C.
a" LIGNT TEXT STUCCO FIN
ON FELT BACKED RIB IATII ON
2' COX PLYWD
— 36" 116T. ALUM RAILING
PICKETS @ 4" O.C. TO BE
MTO TO OUTSIDE OF BEAM
TREX WOOD COMPOSITE LUMBER FLOOR
ON FULL FULL MORTAR RED
ON BUILT UP ROOFING ON 1-90# SLATE
NOT MOPPED TO 15# FELT NAILED TO
COX PLYWD
2-2 x 6 WD LEDGER
W/V x 6" EMBED
WEDGE BOLTS @ 24" O.C.
STAGGERED T & 8 W/ 2
EA SIDE OF FLR. GIRDER
#5 BENT 25" INTO SLAB
@24" O.C. & /IOOKINTO
CONC LINTEL W/12"
TO BE @ + 8'-0" NAVD
FIN I SLAB TO BE @ + 3 -9" NAVD
GALVALUME 5 V CRIMP MU. ROOFING
ON PEEL AND STICK FELT TIN TAGGED TO 518"
G
NOA FL 14520-RI )
VMP0N META 12 W/ TSS STRAP
EA TRUSS
I4 P. T WOOD FIRESTOP
GALV. MTL ON P. T IV WD NAILER
2x8 WOOD FASCIA
VINYL SOFFIT —
#5 /N CONC FILLED
CELL BENDIB" E.W. IN
BOND BEAM AT CORNERS
SEE PLAN FOR SPACING
SYNTHETIC %" LIGNT
TEXTSTUCCO
1 #5 36" BAR DIX LAP
SENT 12" IN BOND SEAM BELOW
14"RAISED STUCCO BAND c'
FORMES OUT OF STUCCO c'
BEADS
2 COURCES OF 8" x 8"
BOND BEAM W/1 #5 CONT
IN EA ONE TOTAL OF 2
8" CONCRETE MASONRY UNIT.
W/ TYPE M MORTAR W/
#9 GA LADDER TYPE
110�RRIZ.. RpE1I�NF. EVERY
C GENERAL NOTE
CALL MATERALS BELOW FLOOD LEVEL
C@ 8'-0" SHALL ADHERE TO R-322.1.8
TO BE FLOOD RESISTANT
1 #5 36" BAR D!A" LAP
BENT 12" IN FTG.
2 COURCES OF 8" x 8"
BOND BEAM W/ 1#5 CONT
IN EA ONE TOTAL OF 2
WOOD TRUS ES AT 24" C/C. PROVIDE SHOP DRAWINGS
FOR APPROV PRIOR TO FABRICATION
4 ON 12 ��� /CEYNENE FOAM INSULATION R_2I
VON12
518" DRYWALL TO
TO R 702.3.1
8" x 8" PRECAST CONC BOND BEAM W/
2 #6 = .125 SQ-INCHES. (2#5 BEND BARS
30 LONG AT ALL CORNERS
112" DRYWALL ON I x 2 AT WD, FURRINGS AT 16" C/C
INSL/L R= 4.0 DRYWALL TO CONFORM R702.3.1
0
8" CONCRETE MASONRY UNIT. ao
W/ TYPE M MORTAR W/
#9 GA LADDER TYPE
NORIZ. RF11g: EVERY
OTHER COURSE
TYPICAL WOOD FIRE STOP
51/4'"" NGT. WOOD BASE BOARD.
BY EAST COAST MOULDINGS
NTS-20 STRAP
(72) IOd N41LIS INTO TRUSS
3/4' PLYWD GLUED AND NAILED
17.56' NA VD. FIN PLYWD
„DOERNQ
STAGGERED T & 8 W/ 2
— 518" DRYWALL TO CONFORM
TO R 702.3.1
— 18" DEEPPREFABRICATEO WOOD TRUSS @ 2 " O.C.
SUBMIT SHOP DW6S TO ARCHITECT BEFORE f 46RICATION
112" DRYWALL ON I x 2 AT. WD. FURRINGS AT 6" C/C W/FOIL
INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1
SMOKE -DEVELOPED INDEX.
WALL AND CEILING FlNISNES SHALL NAVE A
SMOKE -DEVELOPED INDEX OF NOT GREATER -
THAN 450,
FLAME SPREAD INDEX. o
WALL AND CEILING FlNISNES SHALL NAVE A FLAM SPREAD
INDEX OF NOT GREATER THAN 200.
TYPICAL WOOD FIRE STOP
51/4"" NGT. WOOD BASE BOARD.
BY EAST COAST MOULDINGS
NTS-20 STRAP
(12) IOd NAILlS INTO TRUSS
3/4" PLYWD GLUED AND NAILED
/CEYNENE FOAM INSULATION R-20 8--0.- NA . F!N PLYWD
FLOOI rZW AE-8.0' NAVD
W/ % x 6" EMBED GALV
WEDGE BOLTS @ 24" O.C. n,
STAGGERED T & 8 W/ 2
EA SIDE OF FIR. GIRDER
20" DEEP PRESSURE TREATRED PREFABRICATF1 WOOD TRUSS @ 24" O.C.
SUBMIT SNOP DWGS TO ARCHITECT BEFORE F46 WCATION
4" CONC, SLAB W/ 6" X 6"
- W L4X W 14 ON WELL COMP. FILL
OVER 6 M111 VAPOR BARRIER 08L
M�SN 30" AT PER/METE 3'-9" NAVD. .iN .
WELL COMPACTED, CLEAN NON -ORGANIC
FILL.
16" x 24" CONC FTG.
�l�l I-1 I I1 I W/3 #5 CONT.
TYPICAL SECTION_
SCALE 3/4"=l' .0l,
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