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Home My WebLink About11-12519 CITY OF ZEPHYRHILLS 5335 - 8TH STREET � , (si3)�so-oo20 12519 BUILDING PERMIT Permit Number: 12519 Address: 39027 6TH AVE 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-002A-00100-0010 Improv. Cost: 2,432.00 Date Issued: 11/14/2011 Name: WHALEN STEPHEN Total Fees: 75.00 Address: 22 EAGLE ROCK VLG APT 1 B Amount Paid: 75.00 BUDD LAKE NJ 07828-3322 Date Paid: 11/14/2011 Phone: (813)395-8337 Work Desc: INSTALL 10 X 12 SHED 5. , r � i 1 � � � [ SHEATHING FINAL 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 performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. � s,� �_ CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER P,O.C. �u urt� r urllvt � ... ..... ,, � �w c.�iRACT i 89• r2� io'(p) lt�t ntAn �e �ioi ^� < ' '` S 88'43'39" V� 60.56'(F) S 8335'09" E 67.2 '(F) ' 60.00 (D) P D. 67. i0'(D) F.CJ.R. 5/8" - '� v � rn c o� �-i � r- -- c., cn iv � n, c� -� LB 3555 o �' �`' ,rz- � c M n fi�' �-z o�" � x�� y F.P.P. 3/4" 134.20 D) o i c v�i�d �� z� �� °�°i � � c� cncn o00 oacn �°cn �'z � � -< c m .� c ...� � , "C ''.:;. �,° �� mc' .c�nw� �o� � � � m[�`7�' � � � �� y � 0 '\ �� OZ nj�c � g �-� �� r� z � G i, ��:n � t�� aN a� mCm� � : = y � J�'� 1 ' l � 0 r �� C � � f � 7 � � rn � m a � C� f� r r d �� '� r' � 2 c� -.{ Z o c c �'o � �•�, �.x a x� ��C �m -, `�a�c '` � ti� m� cncn �rZ ��`' � n cn� � ` � � o � 6' � N� �0 �Z �� pCO � r�'-Z� �..� 6� PF m �,� c�nr. 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City of Kissim�aa�.ee 101 North Church Street ' Kissimmee, FL 34741 BU�IN�SS TA,X RECEIPT �3JSINESS TAX RECEIPT VALID FROM OCTOBER 1, 2011 THROUGH S�PTEMBER 30, 2012 LIC #: BTR-04808 FEE PENALTY TOTAL VALIDA N CODE: 560.00 30.00 56.00 10104/ 1 CONTACT: Thomas Van Der Mcule CATEGORY: UNG(.ASSIFIED Mailing Address Buainess Address Baakyard Starage Solutions Backyard SMrage Solutions � 7470 N RQSS AVE 1410 N ROSS AVE Kissimmee, FL 34744 Kissimmee, FL 34744 LATF PFNA�.T18S: AS OF OCT08ER 1-)0% AS OF NOV�MBfiR I- i5a/o AS OF DECEMBER 1- 20% A,5 OF dANUARY I� 25% OPERATlNG A BUSINFSS WITHnUT A BUSINESS TA.J� �tBC�IPT IS SUBJ6CT TO C:1V1L ACTIONS AND A PENALTY OP UP TO 5250 2°22 P,A►.'�'SX HEFFNER, TAX CQL�,,ECTOR Accaurrr No. EXPIRES SEP'TEMBER 30, 2012 OSCEOLA CQIJN'�'Y, STATE OF FLO�DA 108986 LOCAL BUSINESS T,A� ZtECBIPT RENEWAL BUSINES$ 3001 MISCEUJ4NEOUS SERVICE PATSY MEFFNER NEW (,ICENSE TMPE Tax Collector TRANSFER 0.00 BUSINESS 113252 AMOUNT NON�XEMP'I' 30.00 � 2901140 0.00 Backyard Storage 5olutions, LLC li/03/2oii Contact: Gary West Oper BC PENALIY 4.50 1a10 iZOSS Ave. 7ill Zg COLLECT70N COST 0.00 Kissimmee, FL 34744 Paid 34.50 74TAL 34.50 CI7Y OF K155IMMEE M�AtLING Backyard 5torage Solutions, LLC � " � ADDRE55 Thomas Van Cer Meulen 1410 R�s Ave. PATSY MEFFNE Kissimmee, FL 34744 P.O. BOX 422].05, KI55IMMEE FL 34 42-2105 ' 407-742-�F000 Wdrehouse for Sheds Kit, CRC1329856 Gary West. �. STATE O� FLORIDA DFPARTNkENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY I�ICENSING Bt�ARD {$SO) 487--1395 ��we�` TALLAHASSEE STR �� T 32399-07$3 6�EST, C3ARY D BACRYARD STORAGE SC}I,UTIONS LLC 2726 BABBITT AVENUE ORLANDO FL 32833-4Q25 .,. E, �vai...a�,{,4 .. „ , �� ` : r •, c , - ' f>. . ... •': � ��: _ ..n :�t��.....�`'•..= . " Congratulaftonsi With this license you become one of the nearly ane miilion ��,�• „� �� . ,. �< Fioridians licensed �y the Department of Business and ProfessionaE Regulation. ;- �� Our professianais and businesses range from architects to yacht brokers, #ram W �` ` . . •_ boxers to barbeque restaurants, and thsy keep �larida's economy strong. ^ . • ,- ." - ~ ,� a �, : `�� '�` ��;` . � ' . ' � .` �" „ '�a'� V �� '��,. 4��=�:'?�J�'!'��., Every day ws work to improve the way we cEo business in order ta serve you kretter -��" �. �� . ��, For ir�formation about our services, ptease log onto www.myflaridalicense.com. �`- `�{,�� . Tf�ere you can find more infarmation about our divisions and the regulatians that � � , ;.; ;,e : . , < , . • � `, ' ° � impact you, subscribe tv department newsieiters and learn more about the �� .�� DepartmenYs initiatives. ,"�°,'< " �. , , $�, � .� e � ��,,. :� � � ,�.> �'� Our mission at #he Department is: License Efficisntly, Regutate Fairly. We � �� `'` ,.� �.�, ��" • � constantly sb to serve yau better so that you can senre your customers. - '� Thank yau for doing business in Florida, and congratulations on your �ew license! ��''��'� �`��i "'�'��'k`��;`�:`' t�34�tc�satta�.�pNCSiee`.��';.�I�i �F�3�',�, `'�baqr��?40�� • DETACH NERE �`g� �,ti � " i �.�:: "'S. 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' ��=1 ,�'+�:t' ...$`= T �� . ••i � x' 's - ' ' " e `"' .. k ^'�µ A� . . ,�. ' . ,. x { • `� } �� a � ,��Y�.'�y `. `.:, r. . <� , .� ` , �. . .. . .. . 3 '�' ��ro � ,, ,£�,' �3� ; `;ta �fi� : . i . , , "? ',.' '�'!��'�- $' t � ->� - � � , .. , :_'t,}:��c�t;3 p � .7i� , � �:h, , '♦ � ., <. ,. - ' - ., ,, , � . . �, , ` y . eg . < � ' "{� \ :s , - - ., i "` �� ` - . .. . _ "' . . . ' ,7 7 _ : • .�= . .. .. �,'F:, - :� , e. . _ ' �. - ` - � . -- . ` t 7i�PF�� .A .� , ' .. j v .. . ` .. .�, ; �� ,;;;,, , , , : ��-� 3:`I�` � $ �''�':�� ,,� , .. . ,,. . - . .. ._ � �5� F�t#'=;f:2�tR�� LA13+1� � - . . _ � 11/09/2011 12.11 FAX 3526868866 DASH SERVICES f�004/004 . •• � '� . . �;:� �, .° . . � � p&tB: . � �O: BL111d1IIg bC�CIIt FYrna: Backysrd Storage Soluti0ns I hereby name and appoint Dave, Maha�k dba Dash Perntit Servi,ces, a pernait service for Backyard Stoxage Solutions, to be my �avvful attorney in �act to act for rae and apply to 1'ASCO COLTIV'TY for shed permits with work to be performed on location as desccibed: -Tastall Shed an location And to sign my name aad do all things necessary to this sppointmcnt, Thank you for your assistarace. Simcerely, �{J� Grary W�s CRC1329856 � State af Florida, County of Clsc�ola The �orgoing instrwnent was acknowledged before me a� GARY VVEST, who is persoaally lmown to me and w�o did not take an oath. Swo su before me this � day af �?�U ,� 2011. �� DAVID CRAIO �'' ' ''' NIY�OMMISSION'# DDeQ8Q04 EXPIRES June 07, 2014 aaea�es �„�,� • ,�,�,,,� a�saeo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Bwlding Department Date Received � "� phone Contact for Permittin �/ �� `' � 7S 1 1 1 1 1 1 1 1 1 1 I i 1 - Owner's Name Whalen Ste hen Owner Phone Number 813-395-8337 owner's,4ddress 22 Ea le Rock V . A t 1 B Bu dd Lak N.J Owner Phone Number Fee Simple Tkleholder Name � � Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 39027 6th Ave. Ze h rhills FL. 33542 �or� Tract 1 SUBDIVISION Yin lin s Subdiviso PARCELID# 12-26-21-002A-00100-0010 (OBTAINED FROM PHOPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT � SIGN O � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR U COMM � OTHER � --� TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK Ins tall 10 X 12 Shed BUILDING SIZE 10 X 12 � SQ FOOTAGE � 20 HEIGHT 11 � 4�� v/ �BUILDING � 2 ,432.00 VALUA710N OF TOTAL CONSTRUCTION `� I I �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W R E C OPLUMBING $ "�aK�! " QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1( � a �� .JL � OGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER � COMPANY SIGNATURE REGISTERE� Y/ N FEE CURREN Y/ N � Address License # ,` � `t ELECTRICIAN COMPANY SIGNATURE REGI5fERED Y/ N FEE CURREN Y I N Address License # PLUMBER � COMPANY SIGNATURE RECisrEREO Y/ N Fee cuRR�n Y 1 N A[IAfPSC Lioence ll MECHANICAL COMPANY SIGNATURE REGI5TERED Y/ N FEE CURREN Y/ N aaaress �L Llcense # OTHER / OMPANY Backyard Storage Solutions LLC/Gary est SIGNATURE REGISfERE� Y/ N FEE CURREN Y/ N Address 2450 Smith Rd. Kissimmee, FL. 34744 License # CRC 1329856 111111111111111111111111111111 1111111111111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans, (2) sets of Bwlding Plans, (1) set of Energy Forms, R-0-W Permd for new construction, Minimum ten (10) working days after submittal date Reqwred onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, SanRary Facditios R 1 dum�xter SRe Wnrk Pormit fnr cuFviivisinnsAarpc prn�oMc COMMERCIAL Attach (3) complete sets oF Building Plans plus a Lrfe Safety Page (1) set of Energy Forms R-0-W Permd for new construction Minimum ten (10) working days after submittal date Reqwred onsrte, Construction Plans, Stormwater Plans w/ Slt Fence installed, Sanrtary Facilities 8 7 dumpster Site Work Permrt for all new proJects All commercial reqwrements must meet comphance SIGN PERMIT Attach (2) sets of Engineered Plans "'"PROPERTY SURVEY reqwred for all NEW construction Directions: Fill out apphcahon completely Owner & Contractor sign back of application notanzed If over $2500, a Notice of Commencement is required. {AIC upgrades over 57500) " Agent (for the contractor) or Power of Attomey (for the owner) swuld be someone with notarized letter from owner authonzing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs rf shingles Sewers Service Upgrades A/C Fences (PIoVSurvey/Footage) Driveways-Not over Gounter if on public roadways needs ROW NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restnctive than C;ounty regulations. I he undersigned assumes responsibility for complianCe with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in exi5liny buddiny5, ur expansion of exisliny buildinys, as specified in Pasw Cuunly Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or finat power release, the fePS must he paid prinr to rermit issuance Furthermore, if Pasco County WateNSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended). If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT i ceRify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby mede to obtain a permit to do work end installation ea indicated. I certify thet no work or inatalletion has commenced prior to issuance of a permit and that all work wili be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance Such agencies include but are not limited to - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps oi Englneers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fiil material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall - If fill material is to be used in any area, I certi(y that use of such fill will not adversely affect adjacent properties If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commencetl within six months of permit issuance, or if work authonzed by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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 ATTO NEY BEFORE RECORDING YOUR ICE OF COM ENCEMENT. FLORIDA JURAT (F " � OWNER OR QGE CONTRACTOR / Subs d swom to (or affrmed) before me this Subscn d a wo to (qr afflrme�i) befpre me this �� bv Aavid Mahank � E�av�a MaiianK �/ e pe nal y known ro me or has/have produced Who i/are erse II known ro me or has/have produced as iden[ifica4on ac identification _ j � �) � � � , //' � �� +-w C/CG/1�t�ry�ll Commission No ommission No .��, qf N�r ��, �ru��r'��' Name of Notary ND :�� := Commission DD 734406 :��`� �"t9y� E S � Dd 73�q �� Expires February 22, 2012 ��' '.` � `� �, p012 R�� BonGd 7htu Troy Fain Irrourance 80638ST019 �� F � eD0.�7019 o ves"�� U�v �U,t � 1 � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � �� ,C TO� � �� Jv �� n� Date Received: /� �' �' f � Site: 3 g OL / ll/ � /�,f'� Permit Type: l � � �Z � �`t�/( Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment she t shall be kept with the permit and/or plans. / Kalvi Swi — Plans Examiner Dat Contractor andlor Homeowner (Required when comments aze present) Pasco County Parcel: 12-26-21-002A-00100-0010 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, November 05, 2011 Parcel ID 12-26-21-002A-00100-0010 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value WHALEN STEPHEN M Ag Land $0 22 EAGLE ROCK VLG APT 16 Land $17,420 BUDD LAKE N] 07828-3322 Building $74,729 Physical Address Extra Features $24,951 39027 6TH AVE ZEPHYRHILLS FL 33542-4527 MarketValue ;117,100 Leaal Descriution (First 4 Lines) ASSe55ed (Non-Schooi Amendment 1) $117,100 THE WEST 1/2 OF FOLLOWING DESCRIBED PARCEL: Taxable Value �117,100 M YINGLINGS SUBDIVISION PB 2 PG 16 POR OF TRACT 1 DESC AS Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �1 0100 SFR OOR2 7,500.00 SF $1.94 1.00 $14,550 �2 0100 SFR OOR2 8,440.00 SF $0.34 1.00 $2,870 Additional Land Information Acres 0.37 Tax Area ZH FEMA Code � Residential Code ZHLGLP2 Buildina Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 2006 Stories 1.0 Exterior Wall i Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall i Drywall Interior Wall 2 None Flooring 1 Hardwood Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 BA3 1,248 $66,743 2 FOP 129 $1,711 3 F� 420 $8,985 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 DWSWC 2006 1,028 $1,606 2 � PVCF SF 2006 1,950 $3,608 3 ON PTO 2006 320 $660 4 � POOL-6 � 2006 392 $12,152 � 5 C L DK 2006 736 $2,587 � 6 SCRN-AF 2006 1,928 $4,338 Sales History Previous Owner BISSON RAYMOND E& LUCIE Year � � Book/Page Type Amount 2008 � 12 7987 / 0059 WD r $170,000 2004 12 6169 / 0717 WD $40,000 � 1997 —� 11 � 3850 / 0626 C�C $0 http://appraiser.pascogov.com/search/parcel.aspx?sec=12&twn=26&rng=21 &sbb=002A&... 11 /9/2011 11/09/2011 12:10 FAX 3526868866 DASH SERVICES �001/004 SS�ZR136A LCWE'S H�iME CENTEfiS� INC. � TJ?F 1$54 ' P�:1 OA'I'E:10/19H 1 79�41. QALL'BOtlI:EVARO 'ZEPFIY�INILL9 , FL (61 �888-91�00 � EIADEF�� FOR : 1NHALPJV, STEPHEN� ADORESS t 3802T�8TFi AVE PHONE: (61�995.8937 � 2�PNYPIHILL6 , FL - 38642 • • VENDC�Ft NAME : 'MfARTLAND.IMpU3TRIES ppNT,� AbOR'ESS : 100d TERNE9 DRIVE PHONE: ( � MONROE , M! - �8182 pAX; (�Z4� � PROJ�C7 : 338�8401. OENTRY HEARTLAN 3HE0 , � L:OMVE&•PO : 1188`!0$S6 � A8$OCIA?'8: CI1R19 CIULLA LOWES {NypICE ': 80614 AR NLlMBER: 0 EBT p�y�qy : 1(�14/Qp17 � � , �07Y tTEfi�i IYEM.D�SCRIPTtQN BIN VEND Cpb'r' Ek7 CO$T . • PAqTN � ...��....•.""".wl��....._.....�r��..:..'_"".."'•""....�'��'•'.'.. � G',287 Sb9 LAB INBT 13X10 CnS��ENTqY 121'3.18 � 2219,l8 , SHED � 293'I y8 8O5 LA9.IN$T $FIINGLEB• BI,ACK �0.01 0.01 'i �?� 1� 34S LAe INST TREAT6D,FLp.OA 40,3�20 103.20 .NI�D � . 1 �2992�i. .SOS•LA8•IN$T TqEA1'&D Wp p/U,AP 11'6.00 118.C� � . r�, ........................,.......,......__.....:...--�------ -........__........... , . 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Jacqueline Boges� " From: Jacqueline Boges Sent: Tuesday, November 08, 2011 11:55 AM To: Shane LeBlanc Subject: drive way application Placed in your box a application for drive way at 39756 meadowood loop Jackie Boges Code Support Specialist ext. 35 ��CIL t�' `r�t�S PQoPaSED �Di2l�EW �� lS f N _— O� �t E-��o�'Oa� .S�I►�/.s'�°N � yE" �� Y r �FE !��'� � �� `�� pv l3��e wo,cccs � S �+LO.vG �J �"' /��G�!? oF- w�4 `/ D� ��"�I-ool.� Do,O C�-bP 1 , � - � FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/ (4) 1 -1/4" ROOFING NAILS * ** NOT INCLUDED WITH KIT * ** 114" OVERALL HEIGHT 84 SIDEWALL 114" OVERALL HEIGHT 84" SIDEWALL A A EAVE ELEVATION w/o DOOR 1 SCALE: 3'8" = V -0' 144" F EAVE ELEVATION with DOOR 1 SCALE: 3'8' = 1'-0' - 7/16" OSB Roof f 19132" x 3 Gable 2x6SPF Overhang Metal Corner Trin 4/4 x 3" Horizontal Do 4'4 x 3" Vertical Door - Black T- Handle 4/4 x 3" Vertical Doo - 3/8" thick 8" o.a Sn Treated Wood Floor OPTIONAL 120" B GABLE ELEVATION with DOOR 1 SCALE: 3 S' = 1'-0' FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/ (4) 1 -1/4" ROOFING NAILS * ** NOT INCLUDED WITH KIT * ** - 7/16" OSB Roof F 19/32" x 3 Gable - 2 x 6 SPF Overhang ,--Metal Corner Trin 4/4 x 3" Horizontal Do 4/4 x 3" Vertical Door - Black T- Handle 4/4 x 3" Vertical Doo 3/8" thick 8" o.a Srr Treated Wood Floor OPTIONAL GENERAL NOTES: 1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DiSCREPANY, NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. 3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION 4, NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT EDGES AND 12' O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d COMMON OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2007 FLORIDA BUILDING CODE AND 2009 FBC SUPPLEMENTS. 16" 48 CIS B Ty Decking A 96" OSB Decking 16 Max. To First Helix Anchor Screwed Into Floor Joist 2 x 4 P.T. JOISTS @ 16" OC (TYP) ... SECURE JOIST TO / SILL w/ (2) 16d NAILS @ EACH JOIST 2 x 4 P.T. BOND 146 1 " BOARD (TYP) ... 16 Roof SECURE BOND @ 202' 24" - 16" CORNERS (3) 16d Line \\ 1 111 Typ. @ EDGES & 1 2' O.C. "OPTIONAL" ROLL'- UP'DOOR FRAMING 7 I 24 8 I EXCEPT @ OPENINGS 2x4 SPF Rafter � EXCEED APPLICABLE LOCAL CODES. \ PER MANUFACTURERS INSTRUCTION ! / PINE FIR OR EQUIVALENT 6 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 4. THIS FLOOR FRAMING PLAN IS FOR THE @'OP & 3070M 0 I 2, H CLIPS ARE USED BETWEEN I 2 x 4 SPF Top Plate 1 1 EVERY RAFTER BETWEEN THE UPPER i I I Typ - EZ PANEL USED FOR UPLIFT Int. Pressure Coe;f. 38' OSB or EZ PANEL Gusset / \ I ANY DEVIATION AND MODIFICATION MATERIAL DISCREPANCY NOTIFY BACKYARD 2 X 4 SPF BOTTOM PLATE 4' CONCRETE GLUED & NAILED WITH 30 (...or other approved fastener..,) 1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG l \ 1 I (...Or Other approved tastere ner...) W'2 -16d NAILS @ EACH JOIST 16 Max. To First Helix Anchor Screwed Into Floor Joist 2 x 4 P.T. JOISTS @ 16" OC (TYP) ... SECURE JOIST TO / SILL w/ (2) 16d NAILS @ EACH JOIST 2 x 4 P.T. BOND 146 1 " BOARD (TYP) ... 16 Roof SECURE BOND @ 202' 24" - 16" CORNERS (3) 16d Line NAILS I @ EDGES & 1 2' O.C. OSB OR CDX TREATED PLYWOOD ... SECURE FLOOR -711 \ / DECKING TO FLOOR JOISTS w/ 8d NAILS @ -- - - - - -- 6 "OC @ EDGES &12" / \ . OC @ INTERMEDIATE SUPPORTS \ 4 x 4 P.T. RUNNERS (TYP) ... TOE NAIL FLOOR JOIST TO RUNNER w/ (2) 16d NAILS @ EACH JOIST / RUNNER \ INTERSECTION 4811 48 24 OSB OSB ,� OSB Decking Decking Decking 117" SEE FLOOR Treated Joists FOOTING DEATIL 120" L WOOD FLOOR FRAMING SCALE: 318" = V -0' 120" G GABLE ELEVATION w/o DOOR SCALE: 18" = V -0' / 24 3 8" CISB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1 -1 /2" NAILS a RAFTER SECTION 1 SCALE: 1'= 1' -0' Door panel & trim 2 x 4 Built Up Header 2 x 4 "King' Stud 2 x 4 "Jack' Stud MATERIAL NOTES: ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF APA SPECIFICATIONS, ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET THE APPLICABLE CODES, ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES 7/16" O,S.B, DECKING: ORIENTED STAND BOARD AS MANUFACTURED BY LOUISIANA- PACIFIC COMPANY, PORTLAND, OR,.., RATED 24/0 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED BY LOUISIANA- PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0 SECURE ROOF DECKING W 6 COMMON NAILS 144" 2 x 4 COLLAR TIE _ SECURE COLLAR TIES TO RAFTERS W 4-16d NAILS (2 NAILS EACH RAFTER) 7/16' OSa ROOF PANEL NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE CLASSIC GABLE ONLY, ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 120" 1204" Siding 133 Roof Line M ROOF FRAMING 1 SCALE: 3'8" = 1'-0' * ** Gable Rafter * ** Flush To Wall Siding 0 A Secure door hinge board from nside using (6) 1" c'sink screws, Fypical both sides of doors. Shed panel Mount door hinge board using (3) 3" c'sink screws into framing. Typical both sides of doors. DOOR INSTALL SCALE: 3(8'= V -0' 3 111 2 ANCHORS 30' O.C, AS REQ'D ANCHORS 72' O.C. 2 0 6 4 11 782" SHEATHING GRADE 3.'8' EZ PANEL 208" 3 4 202' 24" - 16" 64 122 "4 3 2" 8 64 Door Opening I @ EDGES & 1 2' O.C. "OPTIONAL" ROLL'- UP'DOOR FRAMING 7 I 24 8 I EXCEPT @ OPENINGS 2x4 SPF Rafter � EXCEED APPLICABLE LOCAL CODES. I PER MANUFACTURERS INSTRUCTION ! I I 1 24" PINE FIR OR EQUIVALENT 6 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 4. THIS FLOOR FRAMING PLAN IS FOR THE @'OP & 3070M 0 I 2, H CLIPS ARE USED BETWEEN I 2 x 4 SPF Top Plate 1 1 EVERY RAFTER BETWEEN THE UPPER i I I Typ - EZ PANEL USED FOR UPLIFT Int. Pressure Coe;f. 38' OSB or EZ PANEL Gusset 2 X 4 SPF STUD @ 24'0 C. I I ANY DEVIATION AND MODIFICATION MATERIAL DISCREPANCY NOTIFY BACKYARD 2 X 4 SPF BOTTOM PLATE 4' CONCRETE GLUED & NAILED WITH 30 (...or other approved fastener..,) 1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG SECURE JOIST TO BOND BOAFRO Wall Sheathing: 3/8" Siding Rated 24,/0 (14) 4d 1 -1 NAILS (...Or Other approved tastere ner...) W'2 -16d NAILS @ EACH JOIST I 2' NAILS EVERY 3' ANGLED INTO FLOOR 6X8 10,10 WIRE MESH 2x6 lo FRAME, 1'2' FROM EDGE OR FIBERMESH 2 X 4 SPF BOTTOM PLATE OVER 2 x 4 COLLAR TIE _ SECURE COLLAR TIES TO RAFTERS W 4-16d NAILS (2 NAILS EACH RAFTER) 7/16' OSa ROOF PANEL NOTE: 1. THIS ROOF PLAN IS GOOD FOR THE CLASSIC GABLE ONLY, ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 120" 1204" Siding 133 Roof Line M ROOF FRAMING 1 SCALE: 3'8" = 1'-0' * ** Gable Rafter * ** Flush To Wall Siding 0 A Secure door hinge board from nside using (6) 1" c'sink screws, Fypical both sides of doors. Shed panel Mount door hinge board using (3) 3" c'sink screws into framing. Typical both sides of doors. DOOR INSTALL SCALE: 3(8'= V -0' 3 111 2 ANCHORS 30' O.C, AS REQ'D ANCHORS 72' O.C. 3/8" thick Gusset 2x4 SPF Rafter 3/8" thick No Groove Gable Panel * ** NOTE * ** Flush Gable Panel To Top Of Rafter 5/8" thick Gable Trim 2 x 4 SPF Doubler 2 x 4 SPF Top Plate 2 x 4 SPF Stud @ 24" O.C. 3/8" SmartSide - 8" o.c. Secured With 6d Nails 5/8" thick Floor Sheathing Rafter * ** /all Siding 2 x 4 SPF Top Plate 2 x 4 TREATED Floor Frame Iv GABLE SECTION 1 SCALE: 1-1'2'= 1'-0' SCALE: 3;8' = V -0' SCALE: 3'8' = V -0" 5!8' OSS or COX TREA'ED PLYWOOD FLOOR DECK SECURE FLOOR DECKING oo 11 2411 9611 120 1 GABLE FRAMING with DOOR SCALE: 3,'8' = V -0" 3/8" OSB or EZ PANEL Gusset SLUED &NAILED with (14) 4d 1 -1/2" Nails x 4 Gable Connector 1 -Layer 15# Felt 7/15" CISB Roof Deck 2x4 SPF Rafter 2 x 4 SPF Top Plate & Doublers 2x4 SPF Stud 3/8" SmartSide - 8" c.c. x 4 SPF Bottom Plate 4 Treated Floor Framing 3/8" OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1.1 /2" Nails 2 x 4 Gable Connector 1 -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter 1, 2 )Ir 2 x 4 SPF Top Plate & Doublers 2 x 4 SPF Stud 24" Typ. 2 4 11 Typ. -,�- 2411 20-21 -- Typ. 3 2 " 12" 16" 120 4 Overall 120" Framing 16" 12 20 1" _ f, 32 .. TUD LOCATIONS / DOOR ON GABLE SCALE: 18'= 1'-0' 1444" Overall 144„ 24" Framing 24" � Typ 24" Typ. 3/8' SmartSide - 8" o,c. 2 x 4 SPF Bottom Plate 24 x 4 Treated Floor Framing T 2 0 6 4 11 782" SHEATHING GRADE 3.'8' EZ PANEL 208" 3 4 202' 24" - 16" 64 122 "4 3 2" 8 64 Door Opening 144" @ EDGES & 1 2' O.C. "OPTIONAL" ROLL'- UP'DOOR FRAMING H EAVE SIDE FRAMING with DOOR 3/8" thick Gusset 2x4 SPF Rafter 3/8" thick No Groove Gable Panel * ** NOTE * ** Flush Gable Panel To Top Of Rafter 5/8" thick Gable Trim 2 x 4 SPF Doubler 2 x 4 SPF Top Plate 2 x 4 SPF Stud @ 24" O.C. 3/8" SmartSide - 8" o.c. Secured With 6d Nails 5/8" thick Floor Sheathing Rafter * ** /all Siding 2 x 4 SPF Top Plate 2 x 4 TREATED Floor Frame Iv GABLE SECTION 1 SCALE: 1-1'2'= 1'-0' SCALE: 3;8' = V -0' SCALE: 3'8' = V -0" 5!8' OSS or COX TREA'ED PLYWOOD FLOOR DECK SECURE FLOOR DECKING oo 11 2411 9611 120 1 GABLE FRAMING with DOOR SCALE: 3,'8' = V -0" 3/8" OSB or EZ PANEL Gusset SLUED &NAILED with (14) 4d 1 -1/2" Nails x 4 Gable Connector 1 -Layer 15# Felt 7/15" CISB Roof Deck 2x4 SPF Rafter 2 x 4 SPF Top Plate & Doublers 2x4 SPF Stud 3/8" SmartSide - 8" c.c. x 4 SPF Bottom Plate 4 Treated Floor Framing 3/8" OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1.1 /2" Nails 2 x 4 Gable Connector 1 -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter 1, 2 )Ir 2 x 4 SPF Top Plate & Doublers 2 x 4 SPF Stud 24" Typ. 2 4 11 Typ. -,�- 2411 20-21 -- Typ. 3 2 " 12" 16" 120 4 Overall 120" Framing 16" 12 20 1" _ f, 32 .. TUD LOCATIONS / DOOR ON GABLE SCALE: 18'= 1'-0' 1444" Overall 144„ 24" Framing 24" � Typ 24" Typ. 3/8' SmartSide - 8" o,c. 2 x 4 SPF Bottom Plate 24 x 4 Treated Floor Framing T 20 4 Iverall 120" Framing 32' 201 T 411 16" -�' 4 122' e yp• 32' STUD LOCATIONS / DOOR ON EAVE TO FLOOR JOIST NOTE' SHEATHING GRADE 3.'8' EZ PANEL Rev. 32" W Sd NAILS @ 6' 0 . 0 EZ PANEL USED FOR UPLIFT NAILED Wi8d NAILS @ 6 O.C. ON ALL SEAMS & TOP & 64 Door Opening NAILED W'Bd NAILS @ 6' O.C. TOP & BOTTOM 20 4 Iverall 120" Framing 32' 201 T 411 16" -�' 4 122' e yp• 32' STUD LOCATIONS / DOOR ON EAVE TO FLOOR JOIST NOTE' SHEATHING GRADE 3.'8' EZ PANEL Rev. SHEATHING GRADE 18' EZ PANEL W Sd NAILS @ 6' 0 . 0 EZ PANEL USED FOR UPLIFT NAILED Wi8d NAILS @ 6 O.C. ON ALL SEAMS & TOP & PLANS EXAMINER NAILED W'Bd NAILS @ 6' O.C. TOP & BOTTOM @ EDGES & 1 2' O.C. & SHEAR CLIPS NOT RED. BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C. 2. ALL MATERIALS AND LABOR SHALL MEET OR EDGE (TOP & BOTTOM OF OPENINGS) & 1 2' 0.(. @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS 1. APPROVED SHINGLES INSTALLED EXCEED APPLICABLE LOCAL CODES. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS PER MANUFACTURERS INSTRUCTION ! @ INTERMEDIATE SUPPORTS. PINE FIR OR EQUIVALENT 6 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 4. THIS FLOOR FRAMING PLAN IS FOR THE @'OP & 3070M NOTE: BACKYARD PRODUCTS, LLC 10' WIDE GABLE 2, H CLIPS ARE USED BETWEEN (FOR SHEARWALL VALUE) ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER IS STRICTLY PROHIBITED 2 X 4 SPF STUD @ 24'0 C. EZ PANEL USED FOR UPLIFT Int. Pressure Coe;f. 0.55 2 X 4 SPF STUD @ 24'0 C. 2 x 4 P.T. JOIST @ 16"0C. ANY DEVIATION AND MODIFICATION MATERIAL DISCREPANCY NOTIFY BACKYARD 2 X 4 SPF BOTTOM PLATE 4' CONCRETE &SHEAR CLIPS NOT REQ, EXCEPT @ OPENINGS 30 (...or other approved fastener..,) 1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG SECURE JOIST TO BOND BOAFRO Wall Sheathing: 3/8" Siding Rated 24,/0 (...Or Other approved tastere ner...) W'2 -16d NAILS @ EACH JOIST 2' NAILS EVERY 3' ANGLED INTO FLOOR 6X8 10,10 WIRE MESH lo FRAME, 1'2' FROM EDGE OR FIBERMESH 2 X 4 SPF BOTTOM PLATE 1I2• X 2 -1'2' LAG SCREW INTO FLOOR JOIST z X 4 P.T. SILL PLATE Wi 2"X2"X1 a' FENDER WASHER 4' COMPACTED NAILS EVERY 3' 4 X 4 P7, RUNNERS 'In SAND 1 10 E 4 G RAVEL 2 z 4 P.?. BOND BCAAD 4L�:i ANGLE Y2' OO EDGE TOE NAIL FLOOR JOIST 8' M. FRAME, FROM TO RUNNERS W�2 -12d to 30' SINGLE HELIX ANCHOR Sheathing NAILS @ EACH JOIST/ RUNNER MODEL MTE -30 AS MFD, i -- -�� 8' Mir. t0 Sheathing INTERSECTION • -1 ' ' '' ...:,.�•', p.( y' • ^ BYTIEDOWN ENGINEER, ATLANTA, GA WITH IN 24 ' + /- OF CORNERS & 72" +/- DO MAX. - - - -= - - -- ---- - -�� \ OR AS REQUIRED BY -OCAL CODE 30 DEGREES TO VERTICAL IN THIS PLANE (rYP) - PRESSURE TREATEDW000SSHIMS FOR LEVELING WHEN 1 4ECESSSARY - ,• 12' Mi l rimium �� 7� SHALL i 1 n T i 7 �� -0�1� I1,�LL L��lr L� \� I `H ALL T`! PICAL MONOLITHIC SL AS r' 2" X 12' X 12' (MINIMUM) SOLID CONIC. BLOCK _ - :yLL ALL CODES. FLORIDA BLILDl \G AROUND s£croe vo @ 7r o.c. r P> EACH sKleD - PREVAILING �TION CODE : �ti'D AL ELECTRIC ? 1r - NOTE: (.,ODE, t , �i A (� `, ORDI: * ** Anchor Minimum On * ** FOR EXTERIOR WALLS GREATER CITY OF ZEPIj 1'RHILLS \ry " (1) THAN & FLATWISE BLOCKING REO'D @ PANEL Each Side Of Door Opening JOINTS. SECURE BLOCKING W'2 -16d NAILS EACH END. PANEL JOINT IN CENTER './3 OF WALL V`VOOD FLOOR FOOTING DETAIL - _ MONOLITHIC CONCRETE SLAB DETAIL 32 .. Side Wall Dbir 114" 3 1" 2 1 1. Siding Overhang lo 1444" 248" 24" - 248' Simpson H2.5 Rafter to Stud w/ \Dblr d 1-1/2" Galy. Joist Nails H2.5 mN °. min N - 2 x 4 SPF cc 3 _ Collar 0 ne 48" Z 0 3- cz 1- 1.1 L Dbir L S ide * ILL 584' T. 784" T.P. x u Wall 7" 32' 67 Header C si m LSt 9 Stud to Top Pla�with (8) 8d Galy. 1 -1 !2' Joist Notes y Back wall 78 Framing ' t SI� pson SP4 w/ 6-81 1 1112' Gem Joist Nails _L____ -Qr E9UJ Up To7o5#Uglift L__ i 1 SCALE: I'= 1'-0' .R E- V! y y` DA L;- 1 Rev. WOOD FLOOR FOOTING NOTES: CITY OF 1 EPHYRHILLS MONOLITHIC SLAB FOOTING NOTES: 1. WHEN MONOLITHIC SLAB IS USED, THIS PLANS EXAMINER 1. WHEN FLOOR FRAMING IS USED. THIS FLOOR FRAMING IS NOT REQUIRED - - -- ` MONOLITHIC SLAB IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR ROOFING NOTES: 2, ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 1. APPROVED SHINGLES INSTALLED EXCEED APPLICABLE LOCAL CODES. 3. ALL LUMBER TO BE N0, 2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION ! 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED PINE FIR OR EQUIVALENT 6 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE 4. THIS FLOOR FRAMING PLAN IS FOR THE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, BACKYARD PRODUCTS, LLC 10' WIDE GABLE 2, H CLIPS ARE USED BETWEEN A36 A.B., MIN. REBAR LAP = 20 ". ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE Int. Pressure Coe;f. 0.55 BACKYARD PRODUCTS, LLC 10' WIDE GABLE 5. IN THE EVENT OF A DIMENSIONAL OR ANY DEVIATION AND MODIFICATION MATERIAL DISCREPANCY NOTIFY BACKYARD Roof Sheathing: 7/16" Rated 24, IS STRICTLY PROHIBITED, PRODUCTS, LLC. DESIGN CRITERIA: FBC 2007 & 2009 Supplement SCALE: 3/8' = 1'-0' Rev. Date By Wind Speed (mp)h) 1 30 Fir. Live Ld. /Wood (psf) 36 Roof Live Load (psf) 36 # # # # Exposure B Fir. Dead Ld, / Wood (psf) 6 Roof Dead Load (psf) 6 2 X 4 SPF BOTTOM PLATE 4'CONCRETE Wind Imp. Factorr 0. 77 eslgn rn ressure On Openings (psf) 30 Wall Dead Load (W 3 3;4'THROUGH BOLT 4' COMPACTED Int. Pressure Coe;f. 0.55 MATERIALS: SEE NOTE 4 Roof Sheathing: 7/16" Rated 24, omp. Clad. Design ressure 6)sf) 30 (...or other approved fastener..,) Wall Sheathing: 3/8" Siding Rated 24,/0 C. SPF 1ANG 1444" 24 - 24" - ,k-- PAR * ** Gable Rafter' Flush To Wall Sidi Revision 1 2 2011 --1- p�\ 6, ^�\ 12' Minirrlurr rrwcAL MoNOUrHIC SLAB p , SECTION ALL AROUND SEE NOTE 1 2' * ** (1) Anchor Minimum On * ** Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL SCALE: I'= 1'-0' SCALE: 1' = V -0" CONSTRUCTION NOTES: WOOD FLOOR ON SLAB FOOTING NOTES: 1. PLYWOOD PANELS SHALL BE INSTALLED 1. ALL MATERIALS AND LABOR SHALL MEET OR W/ FACE GRAIN PARALLEL TO STUDS, EXCEED APPLICABLE LOCAL CODES. 2. ALL HORZ, JOINTS SHALL OCCUR OVER 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED FRAMING. FLATWISE BLOCKING SHALL BY APPLICABLE LOCAL CODES, MATERIAL TO BE BE USED AT ALL HORZ. PANEL JOINTS, 3000 PSI CONCRETE, A615 GRADE 60 REBAR, 3. PANELS SHALT_ BE ATTACHED TO BOTTOM A36 A.B., MIN, REBAR LAP = 20 ". PLATES & TOP PLATES. LOWEST PLATE SHALL BE 3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE ATTACHED TO FOUNDATION (OR BOND BACKYARD PRODUCTS, LLC 10' WIDE GABLE. BEAM) W/ NAILS OR CONNECTORS OF ANY DEVIATION AND MODIFICATION SUFFICIENT CAPACITY TO RESIST THE IS STRICTLY PROHIBITED, UPLIFT DEVELOPED IN THE PLYWOOD SHEATHED WALLS. 4. WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS, TO WHOM IT MY CONCERN: 1 0 -0 WIDE CLASSIC Richard KozlowiCZ, P.E. THIS STRUCTURE Is 7162 GLENBURNIE LANE DESIGNED I CONFORMANCE ��® FLORIDA UPPLEME RKSTON,MI - 48346- 0 SECTION 1609 OF CODE GABLE STYLE - 0� RIO 11LD1NG CODE (248) 2 6 NTS FOR PRODUCTS, LLC. L , (248) - 515 F WIND ADS. NY DEVIATION HANDY, �. , ,(� ryp ;SCAa nOOPess o`^'oay Ken Sutter ' F OM T SE FL.YVS (I�Xg1 {' - ._ -,_, I:!➢U 1000 . M, Dr, t ORIDA EG. 31659 REQU ES PROVAL OF THE P FSSS "' Monroe. M148162 e� s av Jan. 18, 2010 ENGINEER. As No ted (734) 242.6900 SHEET 1 Of 1 Depth Dim, "A" 12' - 0 " Base 16' -0" Gable Style CLASSIC GABLE 10' -0" wide by: (T -0' Side Walls ONLYI FLA Q GABLE FRAM_ ING with DOOR 1 SCALE: 318' = V -0' L A - L c EAVE SIDE FRAMING w/o DOOR SCALE: 3/8' = 1'-0' A SCALE: 3/8' = 1'-0' SHEATHING GRADE 318' EZ PANEL NOTE: NAILED W 8 NAILS -@ 6' O.C, TOP & BOTTOM EZ PANEL USED FOR UPLIFT EDGE ;TOP & BOTTOM OF OPENINGS) & 12' C.C. TWO #4 BARS '> TCP & BOTTOM & SHEAR CUPS NOT RED. @INTERMEDIATE SUPPORTS. ( =OR SHEARWALL VALUE) EXCEPT @ OPENINGS z 4 P.T. JOISTS @'. 8' O.C. 2 X 4 SPF STUD @ 24' C.C. 2 X 4 SPF BOTTOM PLATE 4'CONCRETE 6X6 10,10 WIRE MESH OR FIBERMESH LAG SCREW 3;4'THROUGH BOLT 4' COMPACTED SIMPSON #r105A CONNECTOR SAND OR GRAVEL SEE NOTE 4 58' or 3,4' WEDGE ANCHOR BOLT 7 2' C.C. 8 -1.'2' LONG I (...or other approved fastener..,) Q GABLE FRAM_ ING with DOOR 1 SCALE: 318' = V -0' L A - L c EAVE SIDE FRAMING w/o DOOR SCALE: 3/8' = 1'-0' A