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Home My WebLink About16-17960 ii ` II CITY OF ZEPHYRHILLS � 5335-8TH STREET t� : (813)780-0020 17960 BUILDING PERMIT � PERMIT INFORMATION ` - - •LOCATION INFORMATION ` - Permit I�umber: 17960 Address: 6903 OAKCREST WAY ' Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. � Class of Work: SHED INSTALLATION Township: Range: Book: Pro os�ed Use: NOT APPLICABLE Lot(s): Block: Section: p Square Feet: Subdivision: OAK CREST ESTATES Est. Value: Parcel Number: 02-26-21-0230-00000-0100 Improv. Cost: 2,200.00 - "OWNER INFORMATION Date Issued: Name: POSTON MICHAEL & JACQUELINE Total Fees: 75.00 Address: 6903 OAKCREST WAY Amo�nt Paid: 75.00 ZEPHYRHILLS FL 33542-1695 Date Paid: 11/29/2016 Phone: 435-531-6455 Wo'rk Desc: SHED 8 X 10 i CONTRACTOR S � APPLICATION FEES - TUFF SHED INC BUILDING FEE 75.00 � ��✓l � Ins ections Re t�ir � FRAME II � SHEATHING FINAL II - REINS�ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local �overnment shall impose a fee of four times the amount of the fee imposed for the initial inspection or � first reinspection,whichever is greater,for each such subsequent reinspection. NOTIC�: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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." CompCete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with �� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. ' II NO OCCUPANCY BEFORE 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 �II I� �� , aa�-�aaoozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Departrnent ��I � 1 ¢ ". �i Dale Received p 21= �o� g�� _ a 9 90 ��o'��-_�� t�. Phone Contact for Permitting �� / ; c �� Owners Name c� Owner Phone Number i� y��j (^ IOwner's Address !/J C �J Owner Phons Number � IFee Simple Titleholder Name Owner Phone Number I II Fee Simple Tiqeholder Address II JOB ADDRESS l � �� LOT# �� liSUBDIVISION / L.c�� '�PARCEI ID# �' I—D��.(�� II (OBTAINED FROM PROPERTY TAX NOTICE) j WORKPROPOSED e NEWCONSTR� ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM •Q OTHER ' � TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK I�'/ LI �N � `'�— � �� J I BUILDING SIZE X�(f SQ FOOTAGE �D HEIGHT '�' II ,I�p �UILDING S� �/'� VALUATION OF TOTAL CONSTRUCTION � �.•�.,/ I QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUM8ING $ � ��`l�C�� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � C �� _� , � >a�!�-!1 �.�.�.�.� QGAS Q ROOFING Q SPECIALTY Q OTHER r'� � /�/ � ��-(� il-i,/l�?ll FINISHED FLOOR EI:EVATIONS FLOOD ZONE AREA QYES NO v � f i //��i � � � L �+ / ,�_' �,/ �/ � ( / ��" - t� �`J�' TQ� S� � BUILDER COMPANY � SIGNATURE � REGIS7ERED Y/ N FEE CURRE� Y/N Address c J �- ��'+�J � License# �� J� ELECTRICIAN /v � COMPANY SIGNATURE REGISTERFD Y/ N FEE CURRE� Y/N Address License# PLUMBER ,� COMPANY SIGNATURE REGISTERED Y! N FEECURRE� Y/N � Address u�n5e# MECHANICAL N�� COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/N Address License# OTHER N n COMPANY SIGNATURE /�! REGISTERED Y/ N FEE CURREA Y/N Address License# I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111 i RESIDENTIAL Attach(2)Plot Pians;(2)sets of Building Pians;(1)set M Energy Forms;R-O-W Pertnit for new consWction, � Minimum ten{10)working days efter submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed. Sanitary FaGlRies&1 dumpster,Site Wotk Permit for subdivislons/large projeds � COMMERCIAL Attach(2)complete sets of Building Plans ptus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new conshuction. ; Minimum ten(10)wwking days after submittal date. Requlred onsfte,Conshuc0on Plans,Stormwater Plans w/Silt Fence instelled, Sanitary Facilities 81 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance � SIGN PERMIT Attach(2)sets of Engineered Plans. ' ""PROPERTY SURVEY required for all NEW construction. Dfreetions: Fill out appiication comptetely. Owner&Contractor sign back of application,notarized If over 52500,a NoNce of Commencement is required. (A/C upgrades over a7b00) " Aggnt(for lhe contraclor)or Power of Attomey(for the owner)would be someone with nota�ized letter ftom ovmer aulhorizing same OVER THE COUN7ER PERMITTYNG (copy of contract requiie� Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter ff on public roadways..needs ROW __— � NOTtCE OF DEED RESTR(CTtONS: The undersigned understands.�hat.this;permit may be subject to°deed"restnctions°� ' which,may.be,more.restrlctiye than Caunty regul'ations: �The�undersigned�assumes�"re'sponsi6ility for coitipfiance witti any'' ' � ' applicable deed restrictions. � � �� f UNI:tCENSED CONT.RAC'fORS AND COtVTl2AC'i'OR RESFONSIB(LItiES: if t}ie�arivner has hired'a`.contrac#or or h cahtractors to�undertake work,they may.be required to be lieensed in aecordanee with state and tocaF;regui�#'tons:-�Ifitiie�=�� contractor is not.(icensed as required tiy law; botFi�'the awner and°contractbr"�may•6e�eited-for=a misdemeanor violation I� under state(aw. if the owner ot intended cantracter are uncertain as to what licensing requirements;:mayr+apply foc the�••� I intended work,they are advised to codfact the Pasi;o County Building Inspection�DiVision=l..fcensing Sactfan at 727-847- , �j 8009. -Furthermore, ff the owner has hired'a contractor or contractors, he�is adWsed to have the contracto�(s) sign,. , : .y^�.1:,31:'-,.y�. . � portions af the"contractor BlacK'of this apptication for which tFtey wi31 be responsible. tf,yau, as�f}ie-owner sign as'tiie " �� cont�ackor,that may be an indication that he is not properly licensed and is riot entlUed'to permitting prlvileges in_Pasco _ County. - �� = i� TRANSPORTA7lON!i4lPAGTlUFILiT1ES IMRACT AND RESOURCE RECOVERY FEES: The'undersigned understands ' that Transportation Impact Fees and Recaurse Recovery Fees may apply to tt►e construction of new buildings,chaiig,e'o€" ' » � use in exisfing buitdings,or expansian of existing buildings, as specified in Pasco County Ordinance number 89-0Z and � i 8Q-UT,as amended. The undersigned also unders#ands,tha#such,fees,as may.be due,wili be.idenfified at'�the'tiriie�of, permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fess must be patd prlor to receiving a"certificate of occupanc}�'or final power release. if the.project does not invatve a certificate ot occupancy�ar.� � . final power release,the fees must be pali!prior to permit issuance. Furthermare,if Pasco Caunfy WaterlSewer.lmpact_ fees are due,tFiey must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CON$TRUCTION LiEN LAW(Chapter�13,Piorida Statutes,as amended): If valua6an of work is$2,500,.00_or.mare,.I- certiEy that !, the applicant, have been providsd with a copy.of the "Ftarida Constntction Lisn .Ca''w—Flomeawner's Protection Guide"prepared by the Flarida Department of Agriculture and Consumer Affairs. If the appliaanYis someone other than the"owner",1 certify that I have obtained a copy of fhe above de`scribed"document and pramise in good'faitfi to�' • deliver it,to the"owne�'prior to commericement � CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that a!I work� wil!be done in comptiance with ait applicabte iaws regulating consUuction,zoning and land development. Appiication ls� hereby made to obtain a permit to do work and insta!latian as indicated. ! certi(y that no wark or.(nst�iiatioit has, , cammenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating� � construct�on, County and City codes, zaning reguiations, and iand development regula6ons in the jurisdiation, I.also� certify that I understand that the regulations of ather govemment agencies may appiy ta the intended work,and that if is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not Ilmited to: ` �i - Department af Environmentat Pratection-GypFess Bayfieads,WeUand Areas and EnvironmenEatly Sensitive Lands,WaterM/aatewater Treatment li - Southwest Ftorida Water Management District-1Nells, Cypress Bayheads, Wetland Areas, Altering Watercaurses. �i - Army Corps af Engineers-Seawalls,Docks,Navigable Waterways. �_ - Department of Heaith & Rehabilitative Services/Environmental Heaith Unit-Wells, Wastewater Treatment, Septfc Tanks. - US Environmenkal Protection/�qency-Asbestos abatement. , Federal Aviation Authoriry-Runways. I understand that the fo!lowing restrictlons appty to the use of fill: '� - Use af fill is not allowed in Flqod Zone"V"unless expressiy permitted. - If fhe fill materiat is to be used in Ftood Zone "A", it is understood that a drainage plan addressing a' °compensating volume"wil!be sabmitted aT time.of permifting which is p�epared by a pro#essional engineer � I licensed by the State of Florida. - Ef tha fill material is to be used in Flood Zone°A in cannection with a permitted buiiding using stem wall, construction,I certiiy that fitl.wil!be used only to fit!the area within fhe sfem vw�ti. - if fill material is to be used in any area, I certify that use of such�fill will not adversely affect adjacenU � properties. If use of fll is found to adversety affect adjacent properties,the awner may be cited for viotating� the conditions of the tiuilding germit{ssued�nder the attached permit app(ication,for tots less than one{1}, . � acre which are elevatsd by fill,an engineered drainage plan is required. ' if i am the AGENT FOR THE OWNER,t•promise in good faith to inform the owner of the permitting canditions set forth in ' i this a�davit prior to commencing construc8on. !un@ersiand that a sepaiate perrnit may be required for etectricai wortc, ` plumbing, signs, welis,.pools, air conditioning, gas, ar,other installations not spec�cally included in the application. A permit issued shatE be cons#rued to be a Itcense ta proceed with'the work and not as authority to.violete,cancel,a�ter,or set aside any provisions of the technica{codes,nor shall issuance of a permit prevent the Bu3tclfng Officiai from thereafEer irequiring a correc#ion of errors in plans,construction or vialatians of any codes. Every permit issued sliall become invalid � uniess the work authorized by such permit is cammenced within six months af permit issuance,or if work autfiorized by the permit is suspended or abandaned.for a period..of.six{6)months after the time the work is commenced. Rn extension; may be requested, in'writing,from the Bui(ding Ufficia(for a period,not ta exceed•ninety(90)days and will demonstrate; , ]us�able causs for the eactens(an. !f wark ceases for ninety(90)consecutive days,tF�e job is considered abandoned. i WARNlNG TO OWFlER: YOUR FAILURE TO RECQRI.I,A _N,O7(CE OF COMMENCEMENT MAY RESULT IN YQURj I PAYING TWICE FOR IMPRGlYEMENTS TO YOUR.PROPERTX.�tF YOU:INTEHDTQ OBTAIN FIMARtGING,CONSUCT� I WITH YOUR LENDER OR i4N ATTORNEY BEFORE RECORDING YOUR�NOTICE OF�COMMENCEMENT �i Fi.ORipA JURAT(FS.S 11.Q3} ,��--�—` ; � OWNER OR AGENT CONTRACTO�� -._.r �i Subscribed and swom to(or aHirmed)before me this Subscribed�nd xwom to{or afftrmed}befora me tfris bY G�`2�i`/V by�'.��1.�a..�M �1.2 rv� Who Is/are personally known to me ar haslhave produced Wh'sf re, ersonally knovrp to me or haslhave produced. � as idenNfipBon. �� .� �!'S�s`,.C,� �tdendftcatlon. ' Notary Pubiic /� G"C..�k.�F �'"— Notary Public Cammtsston Na. m �r�Jo � 'YBG. =:� •�- Commission#�F 150422 Name of Notary typed,pdntad or stamped N re� 3y��p� il , �'%�',PF��kQ:`�, Bondad Thru Tra/Fain Ineumno�A00•3A5-7019 ww.�ww�r.e� I I .O• � :£. • • ' - ^:F=`. iI ..;7� ."t:=l-.."7�` , :i _} ._r�. J;��:•} ' ,��- '4 ;I� ~`� �„ .,,' , ,I� C11y O�ZE�}lyT'�'11llS I �' BUILDING PLAN REVIEW CONIMENTS �I S ' � Contractor/Homeowner: �[ Date Received: ��—�1-�,� I Site: �p ��l��J'/�� '�I , , Pernut Ty,pe: _ - �� % � i Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ ' � I I I II � I I I � I � I " ; i , � i i ' This comment sheet shall be k t with the pennit and/or plans. . � �alvin Switzer— xaminer Date Contractor and/or Homeowner (Required when comments are present) . �; � II i I . i . � TUFFSHED' Tuff Shed, Inc. Multi-Jurisdictional ' Storago Buitdtn�a Garapes LIMITED P�WER �� ATTOR�lEY Date 11/15/2016 I her�b name and a oint: �_;� i�� V� � Y P� an agent of: TufF Shed, Inc. (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this ' appointment for(check only one option): � ❑ All permits and applications submitted by this contractor. Or � The specific permit and application for work located at: �� v �� l0 d ��S' � , l� � v� 7 (Stre t Address) Expiration Date for This Limited Power of Attorney: 11/15/2016 Licel se Holder Name: Tom Sauery Stat�License Number: CBC1253645 Signature of License Holder: � I I S TE OF COLORADO T CO NTY OF DENVER The foregoing instrument was ack wledged before me this��ay of�,[[,1_�. � , 20�, by who is L�p�rsonally known to m��r p-wkt n ' � nd who did (did no tak n oath. ' � i / ' Signa ure o Notary Print or type Notary name � ' CHARLENE P .CLP.RK Notary Public-State of .� NOTARY F'UC�LIC Commission No."a �:.1�� STATE.pF :�I.ORADO NOTAF�. :- •�•'i•,0?.5039 eev.corv��a�°' • �•.:•�r:��s,zo�a MyCommissionExpires: i� f � '�`�.. (�� °.! �e� � : �O �D� V4�Gu-�c'`1' 1�}�� . . ��-�'!��r"�� sr f�� 3'��-t�. ��t r-G�.�, �.l� , �Z .- �.� �— `�� ` L7� ��•'c'� - c��'i�'t�c� � � I t�� ► ��-��.�t , N��G�,�� .�,d ' � �q c�� r`c. �r��#�c��a �_�----� ---��----}�— � - ., „— ��2/ �Or �n��n��C �---,,Sa�,��y9.� �, �-- —� I-- .— — � _. _ ._.. � _-_. ._..� __... �� r o' � g �� , /-� .— _-{+./ I° �� r .� 1 � ropns�.� `��r�a.G �� - ,,; 4 2� -- �.�� ----- I � � ��d A � ,� � '9 �. f ,3 i� � 4 --._.---,�f---_�_ _... � � � � ' 1 �,' � �H>t`ai�,. � �� 11� ' •�i � � .=- i R � I ' - r � 31 ' � r I �� o � V�-�f� !� f , �,• 6L''t� �_ 1 � i z }� I�G-r� � � � zi � —�--- - i f , � } ' � � _�.�._._,-�--- ----- w �._ .� . � . -�S� — -�------____-.__-- ------ ��t�G��'�S"�`� � �� ; ----- -- - - -- - - - _..---- _____�.�.____v_ --.__ -- --- - - - -T._ _._____________ � I � � ; �ufF Shed I�VOICE Storage Buildings & Garages Date: 11/15/2016 Invoice #: 1080796 For: Mike Poston TUFF SKEDm I Bill To: Mike Poston 512 Jetton St �� ampa, FL 33619 6903 Coak Crest Way Fhone: 813-657-6091 Zephyrhills, FL 33542 �ax: 813-657-6703 Phone: 435-531-6455 i�DESCRIPTION AMOUNT �DPAINT $184.70 j SDPERMIT $350.00 � �hed Door Upgrade $150.00 lx2 Single Pane Vinyl Window $264.00 �x16 Vent Screen White $34.00 Graden Tall Barn 8x10 $1,450.00 No Floor Discount -$120.00 �VIilitary Discount -$248.90 SUBTOTAL $2,063.80 lease make checks payable to Tuff Shed.Buyer agrees to TAX RATE 7.��% urchase and pay for the products set forth in this sales order,including SALES TAX $144.47 hose referenced in the above stated warranty.Final payment is due upon �leliveryofbuilding. OTHER $0.00 � THANK YOU FOR YOUR BUSINESS! TOTAL $2,208.27 � i I Page is too large to OCR. Page is too large to OCR. o . TRIM SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES 10d COMMON @ 12"O.C. 2X4X2' • PART NUMBERS: 1. WOOD SHED FOUNDATION: BLOCK OT3644GPMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER 2x6#2 PRESSURE TREATED HEM FIR RIM JOISTS 2x6#2 PRESSURE TREATED HEM FIR JOISTS @ 16"O.C. ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS � 3/4"APA OR TECO RATED STUD THRU HOLE IN REPORT NO.LO-FJ90129-A T&G FLOOR DECKING - _ 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. ANCHOR PLATE WITH -OR- 24"MAX PANEL SPAN. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. Z 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS 2x6 JOISTS @ 16"O.C. STAGGER PANEL LAYOUT PER APA CONDITION 1. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B (PRESSURE TREATED) NAIL PLYWOOD TO JOISTS AND RIM JOISTS: • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS BORDER:8d COMMON SPACED @ 6"O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS 16d COMMON t EDGE: 8d COMMON SPACED @ 6"O.C. (2 PER JOIST) FIELD: 8d COMMON SPACED @ 12"O.C. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12"O.C. / // / / / 8d COMMON @ 6"O.C. 5. ALLOWABLE FLOOR LIVE LOAD:40 PSF //\jam\\\/\�j\\/ //\\//\\/ AUGER ANCHORS OPTIONAL LEVELING BLOCKS 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: STUD WIDTH LENGTH #OF ANCHORS ' ' SUGGESTED SIZES:2"x8"x16", 4"x8'x16",OR8"x8"x16". W 6 6'-12 4 ANCHORS BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. �_ 2x6 RIM JOIST EACH END 8' 8'-16' 4 ANCHORS (PRESSURE TREATED) BLOCKS UNDER TRACK SPACED @4-0"O.C.MAXIMUM. 10' 10'-16' 4 ANCHORS STUD 4-ANCHORS PROVIDE 1)AT EA. BASE PLATE SCREW SPACING CORNER OF THE BUILDING. WIDTH SPACING SIDING 6'-10' 8"O.C. TRIM END WALL WOOD SHED BASE DETAIL ANCHOR BRACKET SCALE:N.T.S. TO BE FLUSH WITH 2 O AUGER ANCHOR DETAILEDGE OF TRIM SCALE:N.TS. SIDING UNHEATED SPACE STUD KWIK BOLT ANCHORS TRIM (INTO CONCRETE ANCHOR BOLT& CONTINUOUS FOOTING NOTES E: 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. LOCK NUT 6' 6'-10' 6 -OR- 3/8"CARRIAGE 6' 12, 8 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED BOLT(GRADE 2) FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY - Z BASEPLATE 8' 8'-14' 6 1 3/4 TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE. , 8, 16, 8 d 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING FLOOR PLY 10' 10'-16' 6 U >- FINISH CONCRETE FLOOR BEFORE POURING CONCRETE. c� ~ GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL, OT17SWB ' OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL -OR- BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE -[.------- 4.__ CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI. OT24SWB (D Z 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60. ALL REINFORCING E' 6" p STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR F 4 /\ (\ (�\' METERS OR 24"MINIMUM,WHICHEVER IS LARGER. L \//�� /\ �yXy,\ 6. ISMIC DESIGN CATEGORY:B 1/2" HILTI KWIK BOLT TZ NOTES: Z '</ 'K\<(<\'/ ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS i ��, /�SLAg L 112"DIA X r LONG SIMPSON TITEN ANCHOR WITH WASHERS. . EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5'INTO THE EMBEDMENT DEPTH =2 1/4" STEEL SHED REINFORCEMENT THA N 6'OC. " 2. PROVIDE(1)ANCHOR AT EA.CORNER 3"CLR. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE MIN- EDGE DISTANCE-6 a PER NOTES BELOW BASE OF THE BUILDING.THE REMAINING ANCHOR SPACING: RE: KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE v } TYP• WITH 1 BOLT LOCATED NOT MORE THAN 12•NOR LESS THAN 7 BOLT F- DIAMETERS FROM EACH END OF EACH PIECE. BOLT ANCHORS TABLE, SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE 8" REMAINING ANCHORS ON EA.LENGTH THICKENED 61 B fl SIDE EQUALLY SPACED). - MIN. SIDEWALL BRACKET DETAIL - CONCRETE FOUNDATION DETAIL - - SCALE: Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. `FLORIDA LICENSE PE#7683 ' �� N sF"� �TLE DRAWING NO. TUFF SHED DESIGN ARE THE PROPERTY Customer. Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT DRAWINGS ARE FORA SEALER'S PRINTED NAME: = N°•75 DETAILS FL-GB-01 ACRD Storage Buildings & Garages Date: 6/30/15 BUILDING TO BE SUPPLIED RICHARD J_WILLS,P.E. _ 7k *= REV.LEVEL 01 Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS '° BC,5th EDITION(2014) SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET TATE OF ` TAMPA FL Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i� L O R I O P.•:t` `�� Building Size:WIUTN-LENGTH-NEIGNT-sa.Fr.AREA (303 753-8833 EXT•5618 ��i 155C RECORD ) SEAL C PAGE 3 OF 4 ) --_- _ -- — - - - -- ,1 - - Z''1 1 ��1 ' f�11lIL dat _ -r.y.-1 " i - ill -� _ - - - — - - - - Vf - - t - 5'-2" 3'-2" _� 4'-2" c� $OQ 3-95/8" 1 1P 8116" 12 1'-0�16" D a 2X4 TOP 12 a a 2X4 TOP =� _ CHORDS f 12 27 `r° = 12 CHORDS `�' 3X6 20 GA iv X 20 A 27 `� 3X6 20 GA 27 M PLATES TYP f .. 3 6 G PLATES TYP PLATES TYP 6'-4" 8'-4" 10'-4" DESIGN LOADS: TOP CHORD LIVE LOAD=20 PSF TOP CHORD DEAD LOAD= 10 PSF COLLAR TIE DEAD LOAD=5 PSF BOTTOM CHORD LIVE LOAD=30 PSF BOTTOM CHORD DEAD LOAD=5 PSF NOTES: = FBC,5th EDITION(2014) - + ANSI/TPI 1-2007 6 SPAN 8 SPAN 10 SPAN TRUSSES TO BE SPACED @ 24"OC REACTIONS: REACTIONS: REACTIONS: MATERIAL TO BE 2X4 SOUTHERN PINE GRADE#2 MAX.VERTICAL:415 LBS. MAX.VERTICAL:585 LBS. MAX.VERTICAL:725 LBS. OR BETTER. PLATES ARE TO BE PRESSED IN THE MAX. UPLIFT:-175 LBS. MAX.UPLIFT:-205 LBS. MAX UPLIFT:-255 LBS. WOOD PER TPI. 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 BUILDING LENGT S LUMBER D.O.L.: 1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEILING JOISJ OR OT ER a TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. WIND: ASCE 7-10, 155 mph, Exposure C,D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. ,`�� t11it 1 //i PRODUCTS,ICC-ES#ESR-1082. /, Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED INC FLORIDA LICENSE PE#76835 C F i - DESIGN ARE THE PROPERTY , . � TE DRAWING NO. SHED Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT FL-GB-01 7 _ i DRAWINGS ARE FORA SEALER'S PRINTED NAME 6835 TRUSS DETAILS ACRD: � ' Storage Buildings & Garages Date: 6/30/15 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: ANY OTHER USE IS _ . FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET S TC OF CSC, 5th EDITION(2014) SHEET _ " 11 II 11 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i .". P Building SIZe:wrorn-LENGTH-HEIGHT-SQ.FT.AREA �� RiD�. �� RECORD (303)753-8833 EXT.5618 .• , 155C Scale: N.T.S. SEAL/' € PAGE 4 OF 4 { F