HomeMy WebLinkAboutEngineering LOT 19 I LOT 20 I LOT 21 I LOT 22 I LOT 11 �• —
1
1• s �A P.1�FK! • i
rL�E5G�E�ND�OFY
ABBREVIATIONS.
—_ ...
AAIR CONDITIONER
AVENUE
AV
AVEE AVERAGE
B.B. BEARING RASE
p. B" BC "ARI! fI yII
BLK BLOCK
BLVD BOULEVARD I I
C CALCVLATED
CO CHORD BEARING
C.D. CHORD DISTANCE
C.P.S. CONCRETE BLOCK o p• _ _
STNUCTURE AVENUE
TVENUY}r''' "Q" -- • _ 2",
CD CHORD DISTANCE
CENTERLINE
CLR CLEAR
CLF. CHAIN LIKK FENCE C 70' R/W 24'PAVEMENT
CM CONOIETE MONUMENT
CMP. CORRUGATED METAL PIPE I LOCATION MAP
CONC CanCIETE
COR CORNER
CT. COURT
D REED CRELEGAL CI.SCRIPTION:
O.B. DEED BBOOK ,5'CONTE SIOEWLAK'.e•''. .
OF. BRAT MELD _ _ '• e _ ALL OF LOT 2&LOT 1 LESS THE NORTH 10', BLOCK 14
DIST DISTANCE — LESS THE NORTH
DRAIR EAST 20',P 589'51'31"E 129.00' 25• SUNLAND GARDENS
E EAST 30'OF LOT 1
EASE EASEMENT .• ACCORDING TO THE PLAT THEREOF AS RECORDED
EIL..EC ELEVpT1C@�I ser cASET CAP IN PLAT BOOK B. PAGE 32 OF THE PUBLIC
FF FIRSTFLDaa 044167 8 u C4a16J I RECORDS OF ST.LUCIE CO., FLORIDA. SAID
FND FOUND U 4'C.L.F.
FCM FOUND CONCRETE 4•c.L.F. covFRED .cD"c... r OVER. � LANDS L'aNG IN ST. LUCIE CO., FLORIDA.
�IDMONUMENT r--3.4'OVER -- '--
FPL MONUMENT
wvw a LIGHT I I al 3O' GOYcto 27.1' 1w, CONTAINING 0.30 ACRES MORE OR LESS
GNU HV HEEAAO VALL O :� i S'D' '� '• r-1 W < SURVEY
"YO FIRE HYDRANT 0 � U _ LOT 1 127' � n, O- Y]GI]�.EJ-LI_VJ.VaeL_
I.P. IRON PDR N 4C-. 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
IL IRON,ROD I I N N 1 STORY a
L LENGTH ..B.S. #3501 I — N FOR RIGHTS—OF—WAY AND/OR EASEMENTS OF u g
LB LIHITEO BUSINESS O i9 r-4 �('� RECORD.
H
P L GMT MCA SU ED E S""1V 7 2. NORTH ARROW SHOWN HEREON IS ORIENTATED m ap
PH MANHOLE f,, ,'1' 3 (_33 AS SHOWN. O E ID
M"VL MEAN HIGH WATER LINE W -- 3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW z
1MOMN NORTNE"T I I `i N 384' H NAMED INDIVIDUALS �.
U'V.D.NATIONAL GEODETIC V GONG. :1 PARK
VERTICAL DATUM 1..01 7 LOT G h I I 4. ELEVATIONS IF SHOWN HEREON ARE BASED
pG PPLAT I Ti ---37.3'---_ 26.3• m GAS PAD t Y-1 L•1/ ( ) Id O
(V ON N.G.V.D. (1929), UNLESS OTHERWISE NOTED.
Pc POINT Di CURVATURE / I 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT. W,
PCP PERMANENT CONTROL POINT
PI POINT OF INTERSECTION BLOCK�' �! I LOT 2 �' O 6. SO. FT. OF HOUSE(IF SHOWN) SUPPLIED BY 'g
POB POINT OF 8EGUNNING If I `, O ^ CLIENT. _
PRM PERMANENT REFERENCE
xCHUMENT O -�+.� la 4'Gil. J) 7. NO STRUCTURES THAT ARE BENEATH THE 3
PROP. PROPOSED Z \� \ ••`I V, O.1'CLR 1�
PP POWER POLE 4 - 1— 3 SURFACE HAVE BEEN LOCATED. g+ U
Pr POINT OF TANGENCY B. BEARING'BASE ON SOUTH LINE OF LOT 2. a
REC RECORD BY PLAT OR DEED p
R RADIAL OR RADIUS ~Z ,•'I GONG.DRIVE I �`T - ¢ •C
R/V
RIGHT Or WAY 4,11 zZy� ,'. \J Q
S SOUTN I `L I W IQ
SEC SECTION L N.�
SOFT. SQUARE FEET �( Q I I +
SR. STATE ROADST
STA STIA�TIOTN "' I � r SET CAP N89'51'31'W 129.00' SE-CAP
T TIWGENT 0416)
TELE TELEPNCE 044167
TR TRACT 4' .L.F.
TVSP TOWNSHIPS LOT 3 0.5 0L"' CERTIFIED TO:
U L D UTILITY L DRAINAGE
WTa unurr ` WINNIFER R.WYNN f CHARLES A. WYNN. 5R.
V VEST
VF WOOD FENCE
VM WATER METER
VV WATER VALVE
•A DELTA ANGLE
M13
E. COMBINED LOTS MIN
SETBACK
((��//Or(g
ALL SET CAPS LABELED PSN VEH 4416 ARE SUPPORTED WITH AN IB'LONG 15 REBAR MIN SETBACK REQ.
ALL FOUND CAPS ARE A 5/8'ROD WITH A CAP AS LABELED ON SURVEY
ROI IT
SURVEY TYPE: FLOOD ZONES% F
THIS DRAWING AND COPIES THEREOF ARE NOT VALIDHCIDE
RBOUNDARY DATE: REVISIONS-. INT. FFEGTAT DATE 5/4/89
WITHOUT THE SIGATURE AND ORIGINAL RAISED SEAL AYHU
uT LAND SURVEYING INC. PANEL No.1211100178 F
OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �--
CERTIFICATE OF AUTHORIZATION NUMBER 1.13. 7364 DRAWN Br. J.D.J.
NR 31DES
SURVEYING 8e MAPPING COMPANY CHECKED BY: .W.E.H --
843 STH STREET! FIELD BOON: 221
PACE NP. Z •� Rs�u
VERO BEACH, FL. 32862 43
FIELD DATE:
' PHONE: (772) 569-6680 . 7/lzio6 rEON. 3
FAX: (772) 770-3446. ...
sa
4416 Iar,co •. aae"°' 06-329
RECEIVrD AUG 24 ?.916
PRODUCT APPROVAL COVER SHEET Permit#
TUFF SHED INC—STATE OF FLORIDA—CBC 1253645
As required by Florida Statue 553.842 and Florida Administrative Code 96-72m
Please provide the information an approval numbers for the building components listed below if they will be utilized on the building
or structure.
FL approved products are listed on line at www.floriciabuilding.org or can be obtained from the local product supplier.
m
Product Type County use Manufacturer. Model#/Series FL Product Appr.#or Miami/Dade NOA n rrT
Siding LP Corp Panel FL9190.5
James L Hardie panel FL10477.1 M
Floor Vents Flood Solutions LLC Foundation FL17588 a
Window—Single Croft LLC Series 96 FL15585.1
Fixed Transom ' Innovations Inc. FL17667
Roof underlayment Woodland FI-17206.2
Industries
Metal Roofing Thomas Arch Metal TM Rib FL5218.1
Company
Metal Roofing Thomas Arch Metal 5V Crimp FL5218.2
Company
Asphalt Shingles Owens Corning Oakridge FL10674.1
All products listed are per Florida Building Code 2014
FELE I�OP'* RICFF 21?6
NOTES: UNINHABITED UTILITY BARN SHED UP TO 121 WIDE x UP TO 241 LONG
1. BUILDING CODE:
FLORIDA BUILDING CODE,5th EDITION(2014) PTB, TB600
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)
2. DESIGN LOADING: COLLAR TIE REQUIRED ONLY AT 7/16.OSB
WIND SPEED(T1609.3.1):V„I,= 155 12'WIDE SHEDS,SEE TRUSS SHEATHING
Vo,d= 120 OR 7/16'OSB
EXPOSURE: C (6'-8'WIDE
CALCULATIONSWITH
ROOF LIVE LOAD: 20 PSF FOIL BACK NG
1REFER TO THE TRUSS DESIGN FOR RAFTER FOIL BACKING
ROOF DEAD LOAD: 10 PSF LUMBER SIZE,PLATE SIZE,AND SIMPSON He
FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) 29V TRUSS SPACING BOTTOM CHORD PLATE ON INSIDE
AT EACH RAFTER
IMPORTANCE FACTOR:(Iw): 1_0 FLORIDA APPROVED OWENS
RISK CATEGORY: I ��CORNING OAKRIDGE30YEAR T8600-USE(2)2X4
COMPONENT AND CLADDING: ROOF: 31 PSF(ZONE 1) OPTIONAL LOFT TOP PLATES
WIND PRESSURE(pso(ASD VALUES) 67 PSF(ZONE 2.3) SHINGLES-FL3663 PTB-USE 2X4
(BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) OR- AS 2x6 TOP PLATES
42 PSF(ZONE 5) i? LOFT JOIST-2X6 FLORIDA APPROVED THOMPSONAssrlowN
INTERNAL WIND PRESSURE COEFFICIENT: +0_18 mIDE LOFT JOIST-2X8ARCHITECTURAL METALS CO.
(ENCLOSED BUILDING) 0_1gIDE LOFT JOIST-2X10 I METAL ROOFING-FL11101
W SEE THE TRUSS TO WALL WALL TDP PLATES
WALL FRAMING TO BE 2X4 SYP#2 ORTGP PLATES ARE TO BE
n = I CONNECTION DETAILS-
FLORIDA BUILDING APPROVAL NUMBERS— �. BETTER @ 16"OC. NAILED TOGETHER.NAILS
v
1.WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL Tc 3 DETAIL 2 OR 5 ARE TO BE DRIVEN IN AT
SEE SHEET 3 FOR THE STEEL FLOOR N ANGLE.10d NAILS
#FL15585-R1. WITH ANCHOR DETAIL OR STAGGERED AT 12.O.C.
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.5. FOUNDATION DETAIL SOUTHERN PINE STUD(TYP.)
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL IF BUILDING IS LOCATED
#FL10674. IN A FLOOD ZONE THEN TRUSS TO WALL
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- 6'-0'TO 12'-0"WIDE FLOOD VENTS AND PRESSURE 2 CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL1814-R6. TREATED STUDS ARE REQUIRED
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- O BUILDING SECTION
FLORIDA BUILDING APPROVAL#FL5218 1 swa:xra ONE SQ INCH VENT FOR EVERY ONE
SQ FT OF BUILDING 7/16'OSB
DOUBLE TOP PLATE SHEATHING
HEADER NAILING: OR 7/16'OSBSHEATING WITH
HEADER TO STUD-4-16d END 1/2"PLYWOOD SPACER FOIL BACKING
RAFTER
SIMPSHEADERS FOR PLATEON
NAIL DOUBLED HEADER OPENINGS UP TO 3'-0" PLATE SIDE
16d @ 16"STAGGERED FACE NAIL (2)2x4 SP#2 AT EACHH INSIDE
RAFTER
NAILING: 2x4 WINDOW SILL T8660-USE(2)2X4
TOP PLATES
SIDEWALL DOORS NOT
4
REFER TO SHEET 2 FOR WALL AND AND 2X6 TOP PLATES
ROOF SHEATHING NAILING. AVAILABLE ON THIS MODEL
AS SHOWN
TRIMMERS
MAX WALL HEIGHT FOR
EACH SHED: FLOOR DECKING WALLY PLATES
PRIMMER STUD
BASEPLATE -TOPPLA ES ETOBE
HEADERS FOR: NAIL TO ET R.NAILS
TB600-5'-10 3/4"(70 314") KING STUD REFER TO THE DOOR DETAIL OPENINGS UP TO 6'-0" 0 o IN AT
PTB-6'4 1/2"(761/2") (SHEET 2)FOR THE DOOR USE(2)2x4 SP#2 q A L t0d NgILs 4
FOR WINDOW OPENINGS UP TO T-0" DESIGN OPENINGS 6'-1"TO 8'-0" G E T 12'O.C.
USE(2)2x6 SP#2 0 T R INE STUD(TYP.).
WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR 1 I III[/ TRUSS TO WALL
FOR SIDE WALLS 34 FOR SIDE WALLS ® END WALLS �� O,I�i,CONNECTION DETAIL
TUFF S}{E D Order#. P.O.# THESE DRAWINGS No THE FLORIDA LICENSE PE#6 ' '; TEFLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC. o.76835
Customer. Drawn By: PK OF TUFF SHED, THESE ENGINEERING DEPARTMENT - i FL-PTB-TB600-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME_ =BUILDING SECTIONS
Date: 6/3/15 BUILDING TO BE SUPPLIED ' }_FADER FRAMING DETAILS
Storage Buildings&Garages RICHARD J.WILLS,P.E. REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS _p TATE OF
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS i 90•• P •�; :�
Date: SHED IN THE ENGINEER of DENVER,COLORADO 80210 ,/�����i SS c1NAl EN�\,�' FBC,5th EDITION(2014) SHEET
Building Size:....— RECORD (303)753-8833 EXT.5618 �r7r 155C
Scale: N.T.S. SEAL/SIGIVi�� `1 TE PAGE 1 OF4
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PTB AND TB600 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
cOUF:"Ta. INSTRUCTIONS. USE#8x2-1/4" 6' 6'-24' Bd NAILS @ 6"O.C. 0' 6'-24' •6' 6' 8d NAILS @ 6"O.C. SEE NOTE 3
SQUARE DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'-24' `6' 8'-9' 8d NAILS @ 4"O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR
ATTACH STRIKE PLATE WITH(2) 10' 10'-24' 8d NAILS @ 6'O.C. 0' 10'-24' 6' 10'-14' 8d NAILS @ 6"O.C. 0' 6'
()ATTACH(LA) #8 x 2"SQUARE DRIVE WOOD 12' 12'-24' 8d NAILS @ 6"O.C. 0' 12'-24' 6' 16'-20' 8d NAILS @ 4"O.C. 0' 6'
FIXED DOOR.ATT ATTACHEACH OLT LAOF TCH SCREWS.
AT -MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT 6' 22'-24' 8d NAILS @ 3"O.C. 0' 6'
ASSEMBLY WITH(4)98 x 2-1/4"SQUARE 6' 6'-24' 8d NAILS 6"O.C. UP TO 12' 4' 8' 8'-16' 8d NAILS @ 6"O.C. 0' 8'
DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS 0a 6"O.C. UP TO 12' 4' 1 8' 18'-24' 8d NAILS @ 4"O.C. 0' 8'
0 10' 10,_24! 8d NAILS @ 6"O.C. UP TO 12' 5' 1 10' 10'-20' 8d NAILS @ 6"O.C. 0' 10'
10' 10'-24' 8d NAILS 4"O.C. UP TO 12' 4' 10' 12'-24' 8d NAILS @ 4"O.C. 0' 10'
12' 1 12'-24' 8d NAILS 4"O.C. UP TO 12' 5' 12 12_22' 8d NAILS @ 6'O.C. 0' 12'
12' 24' 8d NAILS @ 4"O.C. I 0' 12'
EXTERIOR DOOR SHEATHING ROOF SHEATHING(7116"OSB) •MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT
PREMIER SERIES-112"DURATEM WIDTH LENGTH FIELD NAILING EDGE NAILING NAILS @ 4D.C. 3' SEE NOTE 3
DOUBLE DOOR ASSEMBLY SUNDANCE SERIES-3/8"SMART: 6' 6'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8d AILS @ 4"O.C. BS 3' 2' RE:NOTE 6
B TOP VIEW B' 8'-24' 8d NAILS @ 12"O.0 Bd NAILS @ 4"O.C. 6' 14'-16' Bd NAILS @ 3"O.C. BS 2' RE:NOTE 6
•,".".ra. INTERIOR DOOR SHEATHING 8' 8'-0' 8d NAILS 6"O.C. 3' 51
10' 10'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C.
PREMIER SERIES-1/2"CDX 12' 12'-24' 8d NAILS @ 12"O.0 Bd NAILS @ 4"O.C. 8' 12'-14' 8d NAILS 4"O.C. 3' S.
BOLT LATCH ON FIXED SUNDANCE SERIES-7/16"OSB 8' 16'-20' 8d NAILS 3"O.C. 3' S'
DOOR FOR DOUBLE DOOR NOTES: 8' 8d NAILS 6"O.C. 4' 4'
1.USE 8d RING SHANK NAILS W/A MIN SHANK DIAMETER 8' 10'-12' 8d NAILS 4"O.C. 4' 4'
WHEN THE FIXED DOOR IS OF 0.131•'AND A LENGTH OF 21/2". 8' 14'-16' 8d NAILS @ 3"O.C. 4' 4'
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED,THE 10' 10'-14' 8d NAILS 6"O.C. 3' 7'
TOP BOLT LATCH WILL REST 10' 16'-20' 8d NAILS @ 4"O.C. 3' 7'
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT
THE HEADER,AND THE BOTTOM 10' 22'-24' 8d NAILS 3"O.C. 3' 7'
BOLT WILL REST IN A PIR
SHED HINGE TABLE NOTES: 10' 10'-12' 8d NAILS @ 6"O.C. 6'
PRE-DRILLED HOLE IN THE PER DOORIDOOR 10' 14'-18' 8d NAILS 4"O.C. 4' 6'
FLOOR DECKING. • PANEL,FILL EVERY- 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE
HOLE IN HINGE WITH 10' 20'-22' 8d NAILS 3"O.C. N 6'
#8 x 2-1/4"SQUARE WITH FOIL BACKER. '
' 10-12' 8d NAILS
DRIVE WOOD SCROA 2•NO SINGLE OPENING GREATER THAN 8'-0" 10 @ 4"O.C. 6' 4'
3.•6'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED 10 14' 8d NAILS 3"O.C. 6' 4'
DOOR THRESHOLD DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST 12' 12'-14' 6 4' B.
BE FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES. THE12' 16'-22' 8d NAILS @ 4"O.C. N B'
END WALL WITH THE OPENING DOES NOT HAVE A MIN.RETURN
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY WALL EACH SIDE THE OPENING. 12' za' 4' 8'
RI
4.USE RING SHANK NAILS WITH A SHANK DIAMETER OF 0.113" - 6'
O SIDE VIEW 3 FRONT VIEW AND A LENGTH OF 2 1/2'. 12' a-2o 6' 6'
scuE:H.Ta acus:x.Ta 5.FIELD NAILING FOR 3/8"SMARTSIDE:8d @ 12'O.C. 12' 12'_14' 8' 4'
6.ON THESE BUILDNGS 6'X 10'-18'THE T DOOR IN THE END WALL
DOORS: WILL NEED TO BE OFF SET. THERE WILL BE A 2'PANEL ON ONE
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS SIDE AND A T PANEL ON THE OTHER SIDE OF THE DOOR.
7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
UP TO 47'x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 801/4" BOTH SIDES.
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR \\`�dlj( 11111/////
THE LOAD CRITERIA ON SHEET 1.
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#76B ; 1 LTLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC. N..76835
Customer. Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT _ FL-PTB-TBfi00-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME ( DOOR DETAILS
Storage Buildings&Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. REV.LEVEL 01
Site Address: AND BUILT BYTUFF SHED. RICHARD WILLS FTATE OF ::��\NAILING REQUIREMENTS
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS ^
SHED AND THE ENGIN ER OF DENVER,— FORBIDDEN BY BOTH TUFF 1777 S. COLORADO 80210 /RISON STREET //fFSS/ o a� p1�'��� FBC,5th EDITION(2014) SHEET L
Building SIze:nwre.iENm E..T FT.0 A Date: ///// L� ,`\\\\ 155C
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 SEAL/SIG�A� E TE
PAGE 2 OF 4
#12-14 X 3"HEX HEAD SELF-TAPPING I I 1. STEEL SHED FOUNDATION: TRIM
SCREWS SPACED @ 12"OC. 60OT125-54-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
6005137-54-16 GAUGE STEEL JOISTS G140 ZINC COATED 2X4X2 PART NUMBERS:
3/4"APA OR TECORATED T&G @ 24°O.C. BLOCK OT3644GPMP-5/8'X 36'(36'IMBED)GALVANIZED AUGER
FLOOR DECKING. (SUPPLIER:ALLIED STUDCO(JOIST:60OS137-054/TRACK: ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS @ 24"OC 600T125-054)ICC ER-4943P. STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
L 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR ANCHOR PLATE WITH -OR-
I z 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALLBRAcKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN-�� I DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT.
HEAD SELF-TAPPING I I BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B
SCREWS(2 PER TAB) 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING °v CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
#8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24'OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS AUGER ANCHORS
OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING WIDTH LENGTH #OF ANCHORS
2X6 STEEL TRACK EACH END SCREWS @ 12°O.C. STUD
i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS LU 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING / g & 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS y
AS SHOWN. 10' 10'-24' 4 ANCHORS
6'-12' 8"O.C. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 4 STUD 12' 12'-24' 1 4 ANCHORS
BUILDING: ` SIDING 4-ANCHORS PROVIDE(1)AT EA.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". CORNER OF THE BUILDING.
BLOCKS UNDER JOISTS SPACED @ T-0"O.C.MAXIMUM. TRIM
O STEEL SHED BASE DETAIL BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. END WALL
6WE:N.T9.
n
ANCHOR BRACKET
TO BE FLUSH WITH
OAU GER ANCHOR DETAIL EDGE OF TRIM
GIE:N.TB.
SIDING UNHEATED SPACE
STUD KWIK BOLT ANCORS
TRIM (INTO CONCRETE) ANCHOR BOLT& CONTINUOUS FOOTING NOTES
E:DETAIL 3 SHEET 3 P.T.SILL PLATE 1. TOP OF SLAB TO BEWMIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON WIDTH LENGTH QTY PER NOTES BELOW BEWWFGX6WIAXW1A.LOCATE ATMID-DEPTH OF SLAB.
LOCK NUT 6' V-10' 6
3/8"CARRIAGE 8 #4 CONTINUOUS SLASREINFORCEMENT SHALL BEFIBERMESH150ORBLENDED
6' 12.18
BOLT(GRADE 2) FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE 8' 8'-14' 6 1 3/4' TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE
Z J D. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16'-20' B U FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY 8' 22'-24' 10 m GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OTI7SWB v 19 10'-16' 6 OV ROPERLYCOMPACTED STRUCTURAL FILL ALLOWABLE SOIL
_QR_ a RIN'PRESSURE IS 1000 PSFAT I2'BELOW GRADE.
10' 18'-24' 8 _ 4. CRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,f.=2500 PSI.
OT24SWB 12' 12'-18' 6 �o 5. NFORCINO STEEL•A615,GRADE 40 OR GRADE 60.ALL REINFORCING
EEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
6" 0 12' 20'-24' 8 9 �� ' METERS OR 24"MINIMUM,WHICHEVER IS LARGER.
Z.2 �// 8. IS
DESIGN CATEGORY:B
1/2"HILTIKWIK BOLT TZ NOTES: m �� ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 11r DIAX 7'LONG SIMPSON TITEN ANCHOR WITH WASHERS.
EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S'INTO THE
EMBEDMENT DEPTH=2" STEEL SHED 2.PROVIDE(1 ANCHOR AT EA.CORNER K REINFORCE UEB CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OC.
MIN.EDGE DISTANCE=6" BASE OF THE BUILDING.THE REMAINING _j a: 3"CLR. PER NOTES E C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12'NOR LESS THAN 7 BOLT
ANCHORS EQUALLY SPACED ALONG THE DIAMETERS FROM EACH END OF EACH PIECE.
c7 TYP.
ANCHOR SPACING:RE:KWIK 4"CONCRETE LENGTH OF THE BUILDING.(1/2 THE M
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) REMAINING ANCHORS ON EA.LENGTH 8 THICKENED S SIDE EQUALLY SPACED). MIN.
SIDEWALL BRACKET DETAIL CONCRETE FOUNDATION DETAIL
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#76 TLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC.
Customer. Drawn By:PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT N•76835 FL-PTB-TB600-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAMES 7� DETAILS
Storage Buildings&Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. REV.LEVEL 01
Site Address: RICHARD WILLS '
ff
FF SHED,MFG.FACILITIES AND BUILT BY TUFF SHED. -o
Checked By: ANY OTHER USE IS 1777 S. 9'• F Are o F -Q,ti.
FORBIDDEN
THE ENGINEER OF DENVER,CO ORADSON STREET2 0 %�t S R I O P',G`���� FBC,5th EDITION(2014) SHEET 3
Data: J
Building SIZe:woTN-Ie_......saF_ /// /DNAL 01� \\\\
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 SEAL/� �� �� 155C PAGE 3 OF4
5'-2" 6'-2-
T-2" 2"T-2" `m
4,-05 ',
2'2�8" m 4'-2° `m 3'_71�6" cy�a /6 1'-91!'16"
m h 1 \ \ a 1'-6�6" N 12
Q a s 12
12
12 1'-2$�• 5 12 29
Q 5 2X4 TOP Q 5 112 29 4'-8%6"
CHORDS �2 2X4 TOP
12 2X4 TOP r1 •m °m 3X6 20 GA PLATES CHORDS
W13X6 20 GA zs '� m in \ 2X4 TOP is \ 7Yp BOTH SIDESLATES A v 3X6 20 GA CHORDS mT3X6 20 GA PLATES CHORDS `7
PLATES TY nP BOTH SIDES v
6'-4' N m
8'-0^ _� � 10'-4" � � 12'-0^
ti Q 1118. 6'-2"
1b�l 5'-2° =m12 5
2X4 TOP m 4_2. 3'-71%6" 3 mN 4'4�6s 1,-91y16^CHORDS tz 1-6 l6" 2 tz2'-11. Nzi�a
12 12a 5 12N29 zs
N 28 BOTTOM CHOflO 5 2 29
N
29 2X4 TOP 2X4 TOP
6'4° N `m CHORDS "m 3X6 20 GA PLATES CHORDS
N 2X4 TOP 3X6 20 GA PLATES CO
DESIGN LOADS: 3X6 20 GA CHORDS F. TYP BOTH SIDES
TYP BOTH SIDES
TOP CHORD LIVE LOAD=20 PSF PLATES TYP pr
it °*
TOP CHORD DEAD LOAD=10 PSF C14 2x6 B0TT0M CHORD 4. 2X8-BOTTOM CHORD 2X10 BOTTOM CHORD
COLLAR TIE DEAD LOAD=5 PSF 5-10d NAILS 5-10d NAILS 5-10d NAILS
BOTTOM CHORD LIVE LOAD=30 PSF EA.SIDE EA.SIDE
EA.SIDE
8-0" 10'-0° 12'-0'
BOTTOM CHORD DEAD LOAD=5 PSF '
NOTES:
FBC,5th EDITION(2014)
ANSI/TPI 1-2007 6'SPAN 8'SPAN 10'SPAN 12'SPAN
TRUSSES TO BE SPACED @ 24°OC REACTIONS: REACTIONS: REACTIONS: REACTIONS:
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE#2 MAX.VERTICAL:415 LBS. MAX.VERTICAL:585 LBS. MAX.VERTICAL:725 LBS. dLEGTHs
MAX.VERTICAL:865 LBS.
OR BETTER. PLATES ARE TO BE PRESSED IN THE MAX.UPLIFT:-175 LBS. MAX.UPLIFT:-205 LBS. MAX.UPLIFT:-255 LBS. MAX.UPLIFT:-300 LBS.
WOOD PER TPI.
NOTE: NOTE: NOTE: NOTE:
REP MEMBER INCREASE:YES TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED.ON BUILDING LENGTHS TRUSS MAY BE USED ON BUITRUSS MAY BE USED ON BUILDING LENGTHS
LUMBER D.O.L.:125 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEI G UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDDTENSION TIE IS PROVIDED.
WIND:ASCE 7-10,155 mph,Exposure C,D.O.L=1.60 MAXIMUM DEFLECTION(12 FT.SPAN)
VERT LL:0.06 in.
PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT TL:0.081n.
PRODUCTS,ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TUFF S}[E D Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#76 TLE DRAWING N0.
DESIGN ARE THE PROPERTY TUFF SHED,INC.
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT N.783$ FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME . -.
TRUSS DETAILS
Storage Buildings&Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED,MFG.FACILITIES Checked By: ANYOTHER.USEIS �'• I ATE OF fQ`•
SHEDIAND THE EN NEUFF 1777 S.ER OF DENVER,COLIORADO 0210 SON STREETi//�FS.,.<�O F i O P•,G\C��4� FBC,5lh EDITION(2014) SHEET 4
Building Slze:W0TH i¢--.....r.—.n.e Date: /// S/0 A EN ��� 155C
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 SEAL��/Qip)����y1 I EPAGE 4 0F 4