HomeMy WebLinkAbout15-16236 ; CITY OF ZEPHYRHILLS
� 5335-8TH STREET
' (si3pso-oozo 16 6
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16236 Address: 39543 MEADOWOOD LP
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book: ��
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: �
Square Feet: Subdivision: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-0740
Improv. Cost: 2,400.00 OWNER INFORMATION
Date issued: 4/30/2015 Name: PEDIGO, ROBIN G
Total Fees: 75.00 Address: 39543 MEADOWOOD LP
Amount Paid: 75.00 ZEPHYRHILLS, FL 33542-6714
Date Paid: 4/30/2015 Phone: (813)395-6134
Work Desc: INSTALLATION WOOD SHED 12 X 10
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
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� Ins ections Re uired
FRAME
SHEATHING
� FINAL �-�',� --I ��
, REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
� -- � ����.���
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION �
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED ��,
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS -
Contractor/Homeowner: �' ��1� 1 , i "�A R,bH A U..
Date Received: y " 2� � 1�
Site: 3�SY3 /l��,ADbWAa� LI'
Permit Type: 1N5?ALI.. W000 �}{�Q �2�K (a
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
cJl�CA b� cc.v�c.�.��
- S ' �.
This comment sheet shall be kept with the permit and/or plans.
. - ��� —
Kalvin itze – s xaminer Date Con actor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
, Bu3fding Department
. .
�� Date Received phone Contact for Perm�tking -
Owner's Name �VJ l 1""2 �-C��` � ��Y'�'j C2�-�._ Owner Phone Number -J :}- �
Owner`s Address �ue�on�umber �����)�� �� 1��
�}�
Fee Simple TiNeholder Name (���. Owner Phone Number � �
I
Fee Simple Titleholder Address �
JOB ACIDRESS 39 ��t 3 �G�QD WGO� �-00 p LOT# ��
3 .- Z - - _a
SUSiIVISIiN ��K��aCI�C:�.,���X..�..� �ARCEL ID� l � ` f �r�� � 7�i
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSEd e NEW COiVSTR 8 ADD/ALT � $tGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED llSE Q SFR Q Ct?MM � QTHEft
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DE3CRIPTION OF WORK � W O b V
BUILdING SIZE �� � t� � SQ FOOTAGE[_�_� HEIGHT ��_�
QBUII.DING ��] VALUATIdN OF TOTAL CONSTRUCTION
� �
QELECTRICAI� � � AMP SERViCE Q PROGRESS ENERGY Q W.R.E.C.
, OPLUMBING �6� �'1"'
QMEGHANtCAI. $ VALUATION OF MECHANICAL INSTALI_,4TlON L����� ��
' �
I OGAS Q ROQFING Q Sp�C1ALTY �] OTHER �����
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YE �
[�] S NO
BUI�DER rj^� �(� COMpANY t�'l �
SIGNATURE �' I ' lJfJ� REGISTERED Y/ N FEE+ RRE� Y/N
Address License# r� �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
P�UMBER COMPItl�1Y
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
i
� Address License# � �
j MECHAt�lICAC COMPANY
31GNATURE REGIS7ERED Y/ N FEE CURRE� Y/N
Address License# � -�
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �— �
RESfDENT1Al. Attach(2)Ptat Ptans;{2)sets of Building Plans;{1}se#of Energy Forms;F2-O-W Perlrilt for new construct3on,
Minimum ten(10}working days after submittal date. Required onsite,Constructian Plans,Stormwater Plans w/Silt Fence installed,
__ _ Sanfta�Facitities_&1_dum ster•S�ke_1�CoCk:P__etmitJ�c&ubdivisions/large praJects� __ - _. _ . _ -
G�Q14IiM�RC1At,. Attach{3}complete sets of 8u8ding Plans plus a I.ife Safety Page;(1}set af Energy Fatms.R-4-W Permf#far new consUu�tlon.
Minlmum ten(10)warking days after subm(ttal date. Requfred onsite,Construction Plans,Stormwater Plans w/Sllt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit far all new projects.All commercial requirements must meet compfiance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""*PROPERTY SURVEY required for all NEW construction.
Dkections: - . .
, ,,
Flll out applica8on completely. ,
Owner 8 Co�tractor sign back of appitcakion,nota�ized ; , , + �
If over�2500,a Natic�of Cammencement is required. {AtC upgrades over$754d) --- " '
'" Agent(for the contractor)ar Power of Attomey(for the owrner)would be sorrieone with natarized letter from owner authorizing same ,
�VER THE COUNTER PERMl1TING ' {FFont of App11oa6�sri Onty)"" . ': . . °, _
Reroofs if shingles Sewers ServicerUpgrades A/C ''Fences(FIoNSurvey/Footage) , � � � ,
Drivaways-Not aver Counter if on,pubtic roadways..needs ROW ' ' '
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-- - ' _ ' _ _ _ ._ _ •___ __ " _ " _ __ "" _ I
`O 3X4 20 PLATES 3X4 20 GA PLATES
1 EACH SIDE 1 EACH SIDE
5.3 1/ 6'SPAN 8'SPAN
1g REACTIONS: REACTIONS:
12 MAX. VERTICAL: 205 LBS. MAX. VERTICAL: 255 LBS.
12
�4 / Q4 MAX. UPLIFT: -160 LBS. MAX. UPLIFT: -195 LBS.
0 18.0° NOTE: NOTE:
} TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
00 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER
10'-0"
N - TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10' SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
MAX. VERTICAL: 510 LBS. MAX.VERTICAL: 630 LBS.
co 3X4 20 PLATES ≥ 6 0 1 EACH SIDE MAX. UPLIFT: -250 LBS. MAX. UPLIFT: -285 LBS.
in 1 EACH SIDE
M 4'-Orr 6:3 1
NOTE: NOTE:
r 4'2 1/2 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
12 Q 4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
Q4 TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
' ° ° 3X6 20 GA
PLATES
8-0"
co 1 EACH SIDE
MAXIMUM DEFLECTION (12 FT. SPAN)
N N 6' 0" VERT LL: 0.06 in.
12'-0" VERT TL: 0.08 in.
DESIGN LOADS:
TOP CHORD LIVE LOAD =20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD =5 PSF
NOTES:
2010 FBC, 2012 IBC
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24"OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE:YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
ICC-ES#ESR-1082. � ' \ ��� � ;r,
Order#. P.O. # THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE#76835
= TIE DRAWING NO.
TUFF SHED OF TUFF ARE THE PROPERTY
Customer: Drawn By: PK OF SHED, INC. THESE ENGINEERING DEPARTMENT rdo. 73335 FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME: TRUSS DETAILS
Storage Buildings & Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. - R .LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED, MFG.FACILITIES Checked By: ANY OTHER USE IS 1777 S.HARRISON STREET STATE ° 2010 FBC SHEET
FORBIDDEN BY BOTH TUFF L}
TAMPA,FL Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 ^"�° R!"`.. °r;= ';
Building SiZe:WIDTH-LENGTH-HEIGHT-SO.FT.AREA 155C PAGE 4 OF 4
Scale: N.T.S. RECORD (303)753-8833 EXT.5618 SEAL/, 1 `_U / T IPyi::
#12-14 X 3" HEX HEAD TRIM
SELF-DRILLING SCREWS 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600T125-054- 16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4XZ SIDING • PART NUMBERS:
3/4"APA OR TECO RATED 600S137-054- 16 GAUGE STEEL JOISTS G140 ZINC COATED
T&G FLOOR DECKING. BLOCK OT3644GPMP-5/8"X 36"(36" IMBED)GALVANIZED AUGER
@ 24"O.C. ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO (JOIST: 600S137-054/TRACK: STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
@ 24"OC 600T125-054) ICC ER-4943P. ANCHOR PLATE WITH -OR-
® 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR Z 3/8"Y x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4" PAN DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
HEAD SELF-DRILLING �® ; 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS (2 PER TAB) ®
#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 /i \ \ \ \ \/i \ \i/ AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING /// /\�///�\///�\///\�///�\///�\/////�\///�\// STUD Q WIDTH LENGTH #OF ANCHORS
i SCREWS. REFERENCE SPACING CHART. LU 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS O 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS U) 10' 10-24' 4 ANCHORS
6'-12' 8"O.C. AS SHOWN. bSTUD 12' 12-24' 4 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL ``' SIDING 4-ANCHORS PROVIDE(1)AT EA.
BUILDING: CORNER OF THE BUILDING.
SUGGESTED SIZES: 2"x 8"x 16", 4"x 8"x 16", OR 8"x 8"x 16".
STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C. MAXIMUM. TRIM
BLOCKS UNDER TRACK SPACED @ 4'-0"O.C. MAXIMUM. N END WALL
SCALE: T.S.N.
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAIL EDGE OF TRIM
SCALE N.T.S.
SIDING STUD KWIK BOLT ANCHORS UNHEATED SPACE
TRIM (INTO CONCRETE) ANCHOR BOLT& CONTINUOUS FOOTING NOTES
RE: DETAIL 3 SHEET 3 P.T. SILL PLATE 1. TOP OF SLAB TO BE 6"MIN.ABOVE GRADE. SLAB REINFORCEMENT SHALL
3/8" NYLON WIDTH LENGTH QTY PER NOTES BELOW BE WWF 6X6 W1.4xW1.4. LOCATE AT MID-DEPTH OF SLAB.
3/8" CARRIAGE LOCK NUT 6' 6-10' 6 -OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
BOLT(GRADE 2) 6' 12-18' 8 #4 CONTINUOUS 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
$ 16-20' 8 U >- FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY 8' 22_24' 1 0 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OT17SWB i / /" 10, 10-16' 6 1 GRADE OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
-OR- 1 BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE.
10, 18-24' 8 -_ 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI.
OT24SWB 12' 12_18 6 — d a 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60. ALL REINFORCING
" \/\\/\\/jSTEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
�6 12' 20-24' 8 a ���� \ DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGER.
� � \ a \ � 6. SEISMIC DESIGN CATEGORY:B
1/2" HILTI KWIK BOLT TZ NOTES: 00 z �/� /�\�/��\ � A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS /� �'� SLAB 1/2"DIA X 7'LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPAN ION BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE
EMBEDMENT DEPTH = 2 1/4" STEEL SHED REINFORCEMENT CONETE AND SHALL BE SPACED NOT MORE THAN 6'OC.
2. PROVIDE(1)ANCHOR AT EA. CORNER 3"CLR. C. THE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
MIN. EDGE DISTANCE =6" BASE OF THE BUILDING. THE REMAINING Q o H k
PER NOTES BELOW
ANCHOR SPACING: RE: KWIK 4" CONCRETE ANCHORS EQUALLY SPACED ALONG THE U TYP. wT I BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT
LENGTH OF THE BUILDING. (1/2 THE M ~ 8" I ETERS FROM EACH END OF EACH PIECE.
BOLT ANCHORS TABLE, SHEET 3 PAD {MIN) REMAINING ANCHORS ON EA. LENGTH THICKENED SLAB
SIDE EQUALLY SPACED). I MIN.
SIDEWALL BRACKET DETAIL
tilt!': tf ,,
SCALE: N.T.S. [1 I CONCRETE FOUNDATION DETAIL \�\ �� ��iffi'
SCALE: N.T.S. ',�� fig
Order#. P.O. # THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE#76835 '° TIE DRAWING NO.
TUF F SHE
D
OFDE IGN TUFF INC.E THE PROPERTY
—
Customer: Drawn By: PK OF TUFF SHED,IN THESE ENGINEERING DEPARTMENT No. 7�8J5 r" FL-PR-SR-TR-01
ay_ ` DETAILS
DRAWINGS ARE FOR A SEALER'S PRINTED NAME: "', �a
Storage Buildings & Garages Date: 12/3114 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
'`� STATE OF
STUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS ° SHEET
1777 S.HARRISON STREET F P . = 2010 FBC
TAMPA,FL Date: FORBIDDEN BY BOTH TUFF;:, ,rA_a.,
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 '' r�, ,'-'" :�
Building SiZ.e:WIDTH-LENGTH-HEIGHT-SQ-Fi.AREA RECORD (303)753-8833 EXT.5618 �/i 155C
SEAL/S1 /T,IRI:D,T PAGE 3 OF 4
Scale: N.T.S. j I; ,,
jj1
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS ' END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. IM1N TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. ICOMBINED
PLATE AHACHMENT USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING I SHEAR WALL
@SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-18' 8d NAILS @ 6"O.C. 0' 6'-18' *6' 6' 8d NAILS @ 6"O.C. SEE NOTE 3
SCALE: NSQUARE DRIVE WOOD SCREWS. 1
BOLT LATCH ON FIXED DOOR FOR 8' 8-24 8d NAILS @ 6"O.C. 0 8'-24' 6' 8-9' 8d NAILS @ 4" O.C. SEE NOTE 3
DOUBLE DOOR ATTACH STRIKE PLATE WITH(3) 10' 10-24' 8d NAILS @ 6"O.C. 0' 10-24' 6' 10-12' 8d NAILS @ 6" C.C. 0' 6'
#8 x 2"SQUARE DRIVE WOOD
ATTACH(1) BOLT LATCH AT THE TOP AND SCREWS. 12' 12-24' 8d NAILS @ 6"O.C. 0' 12-24' 6' 14-18 8d NAILS @ 4"O.C. 0' 6'
(1)BOLT LATCH AT THE BOTTOM OF THE ■MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0"WALL SEGMENT 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'
FIXED DOOR.ATTACH EACH BOLT LATCH 10 ' 8d NAILS @ 6"O.C. 0' 10'
'
ASSEMBLY WITH(4)#8 x 2-1/4"SQUARE 8' 6'-18' 8d NAILS 6"O.C. UP TO 12' 4' 10' -24
DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS 6"O.C. UP TO 12' 4' 12' 12-24' 8d NAILS @ 6" O.C. 0' 12'
12' 12-24' 8d NAILS @ 4"O.C. UP TO 12' 4'
O 10' 10-24' 8d NAILS @ 4"O.C. UP TO 12' 4' ■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT
6 '-9' 8d NAILS @ 6"O.C. 3' SEE NOTE 3
6' 10-12' 8d NAILS @ 6"O.C. (BS) 3' 2' RE: NOTE 6)
ROOF SHEATHING(7116"OSB) 6' 14-18' 8d NAILS @ 4"O.C. (BS) 3' 2' (RE: NOTE 6)
WIDTH LENGTH FIELD NAILING EDGE NAILING 8' 8'-14' 8d NAILS @ 6"O.C. 3' 5'
EXTERIOR DOOR SHEATHING 6' 6'-18' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 8' 16-22' 8d NAILS 4"O.C. 3' 5'
DOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDE 8' 8'-24' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 8' 24' 8d NAILS @ 3"O.C. 3' 5'
TOP VIEW WITH FOIL BACKER 10' 10-24' 8d NAILS @ 4"O.C. 8d NAILS @ 4" O.C. 8' 8'-10' 8d NAILS @ 6" O.C. 4' 4'
SCALE N.TS INTERIOR DOOR SHEATHING 12' 12'-24' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 8' 12-16' 8d NAILS @ 4" O.C. 4' 4'
7/16" OSB OR 7/16"OSB WITH NOTES: 8' 18-24' 8d NAILS @ 3"O.C. 4' 4'
FOIL BACKER 1. USE 8d RING SHANK NAILS W/A MIN SHANK DIAMETER 10' 10-22' 8d NAILS 6"O.C. 3' 7'
BOLT LATCH ON FIXED 10' 24' 8d NAILS @ 4"O.C. 3' 7'
DOOR FOR DOUBLE DOOR OF 0.131"AND A LENGTH OF 2 112 10' 10-18' 8d NAILS @ 6" O.C. 4' 6'
WHEN THE FIXED DOOR IS 10' 20-24' 8d NAILS @4" O.C. 4' 6'
CLOSED AND BOTH BOLT 10' 10' 8d NAILS @6" O.C. 6'
LATCHES ARE ENGAGED,THE 10' 12-18' 8d NAILS @ 4" O.C. 6' 4'
1 TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT 10' 20-24' 8d NAILS @3" O.C. 6' 4'
THE HEADER,AND THE BOTTOM (3)TUFF SHED HINGES 12' 12'-24' 8d NAILS @ 6"O.C. 4' 8'
BOLT WILL REST IN A
PRE-DRILLED HOLE IN THE PER DOOR/DOOR 12' 12-18' 6' 6'
FLOOR DECKING. • PANEL, FILL EVERY 12' 20-24' 8d 4"O.C. 6' 6'
• • _ HOLE IN HINGE WITH A 12' 12-18' 8d NAILS @ 4"O.C. 8' 4'
#8 x 2-1/4"SQUARE
• DRIVE WOOD SCREW. 12' 20-24' 8d NAILS @ 3"O.C. 8' 4'
DOOR THRESHOLD TABLE NOTES:
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8"SMARTSIDE WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
DOOR ASSEMBLY HINGE ASSEMBLY 3. *6'WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.
ODOUBLE
SIDE VIEW 3 FRONT VIEW THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE
3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE
SCALE: N.T.S. SCALE: N.T.S. A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
4. USE RING SHANK NAILS WITH A SHANK DIAMET OF 0.113"AND A LENGTH OF 2 1/2".
DOORS:
5. FIELD NAILING FOR 3/8"SMARTSIDE: 8d,@ 12; C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 6. ON THESE BUILIDNGS 6'X 10-18'TH DO N THE END WALL WILL NEED TO BE
UP TO 47"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 80 1/4" OFF SET. THERE WILL BE A 2' N7L N O//SIDE AND A 1' PANEL ON THE OTHER SIDE
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR OF THE DOOR.
THE LOAD CRITERIA ON SHEET 1. 7. (BS)- DESIGNATES WALLS T N D T SHEATHED ON BOTH SIDES.
a�
Order#. P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE PE#76835 4 IT DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC.
T U F F SHED Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT ?Cr,U5 FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME: `DOOR DETAILS
Storage Buildings & Garages Site Address: Date: 12/3/14 BUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED. RICHARD J.WILLS,P.E. RICHARD WILLS -Y :NA16ING REQUIREMENTS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS STATE of : .� , SHEET
1777 S.HARRISON STREET F . e 2010 FBC
FORBIDDEN BY BOTH TUFF d� �,S •, O
TAMPA,FL Building SIZe.WINTH-LENGTH-HEIGHT-SCLFT.AREA Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 f,� ;S/ '? , .. ,:V y e,'� 155C
Scale: N.T.S. RECORD. (303)753-8833 EXT.5618 SEAL/SIGN'6dy� 3� PAGE 2 OF 4
NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP 1O 24' LONG
1. BUILDING CODE: SR600, T 8700, PR
2010 FLORIDA BUILDING CODE R
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ) OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V,,It= 155 LUMBER SIZE, TRUSS SPACING
V 120 AND PLATE SIZE TOE NAIL WITH(3)
asd
EXPOSURE: C COLLAR TIE REQUIRED ONLY AT 16D NAILS,(2)ONE
ROOF LIVE LOAD: 20 PSF SIDE,(1)OTHER
ROOF DEAD LOAD: 10 PSF 12'WIDE SHEDS, SEE TRUSS CALCULATIONS SIDE
FLORIDA APPROVED OWENS RAFTER
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) 12
CORNING OAKRIDGE 30 YEAR
IMPORTANCE FACTOR: (1w): 1_ _____ 4 SHINGLES-FL10674
RISK CATEGORY: I _
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) -Oft
WIND PRESSURE(psf) (ASD VALUES)
67 PSF (ZONE 2, 3) FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) ARCHITECTURAL METALS CO.
42 PSF {ZONE 5) METAL ROOFING-FL5218
H SIMPSON H2.5A PLATE ON
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 XQ SEE THE TRUSS INSIDE AT EACH RAFTER
(ENCLOSED BUILDING) -0.18 CONNECTION
JDETAIL-DETAIL 2 WALL TOP PLATES
FLORIDA BUILDING APPROVAL NUMBERS-- ¢ WALL FRAMING TO BE
1. WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL 2x4 SPF#2 OR BETTER SIDING
SEE SHEET 3 FOR STEEL FLOOR WITH16"
#FL15585-RI. @ O.C.
ANCHOR DETAIL OR FOUNDATION DETAIL STUDS ALL
2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190. IF BUILDING IS LOCATED EL APpLIC L com-,
3. SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL IN A FLOOD ZONE THEN EC LF9I
#FL10674. - UP TO 12'WIDE FLOOD VENTS ARE REQUIRED C `RrIC LUP" A
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. ifl r -ONE SQ INCH SCREEN TRUSS TO WALL nisi
FLORIDA BUILDING APPROVAL#FL1814-R6. ND
FOR EVERY ONE SQ FT CONNECTION DETAIL
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING- O BUILDING SECTION OF BUILDING SCALE: N.T.S.
FLORIDA BUILDING APPROVAL#FL5218 SCALE:N.T.S.
HEADER NAILING:
HEADER TO STUD- 4-16d END NAIL DOUBLED HEADER -& +ST D
- 16d @ 16"STAGGERED FACE NAIL DOUBLE TOP PLATE KING STUD
��
DOUBLE TOP PLATE
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. CRIPPLES (IF REQ.) CRIPPLES (IF REQ.)
HEADERS FOR
HEADERS FOR OPENINGS UP TO 4'-0"
MAX WALL HEIGHT FOR EACH SHED: OPENINGS UP TO 3'-0" USE(2)2x4 SPF#2
SR600-5'-8 1/4"(68 1/4") USE (2)2x4 SPF#2 OPENINGS 4'-l"TO 6'-0"
TR700-6'-8 1/4"(80 1/4") USE (2)2x6 SPF#2
PR-6'-4 1/2" (76 1/2") 2x4 WINDOW SILL OPENINGS 6'-1"TO 8'-0"
USE (2)2x8 SPF#2
FLOOR DECKING KING STUD TRIMMER STUD
TRIMMER HEADERS FOR:
BASE PLATE BASE PLATE OPENINGS UP TO 6'-0" USE (2)2x4 SPF#2
KING STUD FLOOR DECKIN f OPENINGS 6'-1"TO 8'-0" USE (2)2X6 SPF#2
FOR OPENINGS UP TO 8'-0" ii
L /. REFER TO THE DOOR DETAIL(SHEET 2)FOR
FOR WINDOW OPENINGS UP TO T-0" THE DOOR DESIGN
WINDOW HEADER DETAIL DOOR HEADER DETAI HEADER DETAIL FOR
3B �`• `s " END WALLS
FOR SIDE WALLS FOR SIDE WALLS ( _..• r e ;�,
SCALE: N.T.S. SCALE:N.T.S. I \- / rrs SCALE N.T.S.
Order#. P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE PE#76835k TfkE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC.
TU F F S Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT _ N 7655 FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME _� :• !UILDING SECTIONS
Storage Buildings & Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. RICHARD WILLS /HEADER FRAMING DETAILS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. °
STUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS 1777 S.HARRISON STREET •, STATE OF
J , 2010 FBC SHEET
FORBIDDEN BY BOTH TUFF �, •. <o a 0
TAMPA,FL Building SiZe:WIDTH-LENGTH-HEIGHT-SQ.FT.AREA Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 155C
RECORD (303)753-8833 EXT. 5618
Scale: N.T.S. SEAL/SI ( �>, , PAGE 1 OF 4