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Home My WebLink About12-13175 CITY OF ZEPHYRHILLS ' S335-8TH STREET (si3)�so-oo20 13175 BUILDING PERMIT Permit Number: 13175 Address: 37635 NEWAL AVE Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR RIDGE Est. Value: Parcel Number: 03-26-21-0130-00000-0190 Improv. Cost: 3,986.00 Date Issued: 6/15/2012 Name: KECK, EDWIN & LORETTA Total Fees: 82.50 Address: 37635 NEWAL AVE Amount Paid: 82.50 ZEPHYRHILLS, FL 33542 Date Paid: 6/15/2012 Phone: 813-782-5303 Work Desc: INSTALLATION 12 X 16 SHED � .�-�`'� ' 1�� . .,� , , g � �� . 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 pertormed in accordance with Ci 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 �� S C G� G�� , � � Crty of Zephyrlulls s��- BUILDING PLAN REVIEW COMMENTS ��iJ , Contractor/Homeowner: �- � ` C�v G� S�r� � ��G(.�Z b� S Date Received: � - 7 - � 2- Site: 3 '7�- � S ��P__�.��c�_� j�G�, Permit Type: -� �G1 �Z X ( � i Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: �P� ��C�� f�5 C<� f � � -r� � Si �I �' � � � f �� _ �1 .F' t� �r•'l `� ' This comment sheet shall be kept with the permit andlor plans. J � ,� .:� � �� _,,, �� i��_ c�'� Kalvin Switzer-Pl Examiner Date Contractor and/or Homeowner (Required when comments are present) �r ' ` . 813-750-0020 City of Zephyrhills Permit Applicafion Fax-813-780-0021 Bwlding Departrnent Date Received phone Contact for Permittin 727 ZO�--�7� owners Name KeCk Edw1�1 8c LOPe�'d owner w�one Number 813-782-5303 oW�er:,aaa�e5s 37635 Newal Ave.Zephyrhills,FL.33 owner Phone Number �� Fee Simple Titleholder Name Owner Phone Number �� Fee Simple Titleholder Address -1 JOB ADDRESS 37635 Newal Ave.Ze h rhilis FL.33542 �or# 19 SUBDIVISION Ze h rRid e PARCELID# 03-26-21-0130-00000-0190 (OBTAINED FROM PitOPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADDlALT � SIGN Q � DEM��LISH INSTALL REPAIR PROPOSED USE 0 SFR Q COMM � OTHER � TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK Install Shed 12 X 16 � BUILDING SIZE 12 X 16 SQ FOOTAGE 192 HEIGHT 137 in �BUILDING $3,9HG.00 VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W R E.C. �PLUMBING $ / QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ( �� l QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRFN Y/N Address License# �� ELECTRICIAN COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRQJ Y/N Address License# �-� PLUMBER COMPANY SIGNATURE REGISTERED Y f N FEE CURREN Y/N Acldress License# —� MECHANICAL 1/ OMPANY —� SIGNATURE J REGI5(ERED Y/ N FEE CURREN Y/N Atltlff55 LIC@flse# �--� OTHER ��%� �� COMPANY Backyard Storage Solutions LLC/Gary est SIGNATURE REGI5fERED Y I N FEE CURREN Y/N Address 2450 Smith Rd. Kissimmee, FL.34744 License# CRC 1329856--� � � � � i � � � i � � � � � � � � � � � � � i � � � i � � � ii � � i � i � � � � i � i � i � � � � � � � � � i � � � i � � � � i � � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans,(1)set of Energy Forms;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormv�ater Plans w/Silt Fance installed, Sanitary Facil�tfes&1 dumpster,Srte Wnrk Permrt for suMfvicions/large projects COMMERCIAL Attach(3)complete sets of Budding Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new ccnstruction Minimum ten(10)working days after submittal date Required onsite,Construction Plans,Stormwater Plans wf Silt F?nce installed, Sanitary Facilities 8 1 dumpster Site Work Permit for all new pro�ects All commercial reqwrements must meet comphance SIGN PERMIT Attach(2)sets of Engineered Plans ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely Owner 8 Contractor sign back of application,notar¢ed If over 52500,a Notice of Commenceme�t is required. (A/C upgrades over 57500) " Agent(for the contractor)or Power of Attorney{for the owner)would be someone Nnth notarized letter from owner authonzing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage} Driveways-Not over Gounter if on public roaWvays_needs ROW NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restnctive than County regulations. The undersigned assumes responsibility for compliance�nnth any applicable deed restridions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work,they may be required to be Iicensed 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 contra�or(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contrector,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 existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance nurnber 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 final power release,the fees must he paid prior to permit 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,Ftorida Statutes,as amended�: If valuation of work is$2,500 00 or more,I certify that I, the applipnt, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of AgricuRure 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"ovmer"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance wdh all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installetion as indicated. I certify that no work or installation hes commenced prior to issuance of a permit and that all work will be pertormed 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-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of 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 fill material is to be used in Fiood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of pertnitting which is prepared by a professional engineer licensed by the State of Florida. - If the fiil 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 certify that use of such fill will not adversely affect adjacent properties. If use of fili 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 Naith 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 permft 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 permR issued shall become invalid unless the work authonzed by such permit is commenced within sfx months of permit fssuance,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 O�cial 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO ENCEMENT. FLORIDA JURAT(F S 1 / � / OWNERORAGENT 1��, �_ ` CONTRACTOR/��Zy � CE=��` Subscribed and swom to(or affirmed)before me this Subscribed and swo to r i d be re me this by David Mahank by �avi��`aF�an�C Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as fdentificaGon as identiffcation � `. � ! � �) , � i ' � � l�tacyPubhc � � y`� �� fJoWry Pubhc •.v / j �ort�inssi No Comrt{�on No �= Gommiccion#FF pe�9(1 ,;�`':�+:"""-.,, JACQUELfNE BOGES Name of Notary typed;�ri��mber 12,��4 Name of Notary ' , ed�ig BondedThruTroyFainkreu�a�ceg�p,�,g7p�g :`�� 'o`: Expires DeCember 12,2014 �T:....•'Q'�` %E,A;�,°,.• Bonded Tlm�Troy Fan Mswer�8tM38S7010 - �' �- - J• �I rt� �Va• 1907 P. 1 MAp oF SrJRVEY CURVE TA[3�E n,itr,w�r runi�� ar„� nr1 rr -- rl J � ...— ee.u��r.n, rNa�a 35.00 '.e5 --- 5�f�'22" :;BT/r'Ot�"w �.ria � � 6' wcxm r�N�:r \ � \ \ --�--�� , YN89"55�26"C 1�7.50' `'� �/8" CANPtU �F70N �. /'�f It)' i � ROD L6 �27E3" o i��,9�rf � � ,V `1. 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SECTION 713 13, FLORIDA STP,TUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTiCE OF COMMENCEMENT MUST BE R'cCORDED AND POSTED ON THE J08 SITE BEFORE THE FIRST INSPECTION IF VOU INTEND TO OBTAW FiNANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COti1MENCEMENT •Jnder penalty of per�ury,I declare that I have read the foregoing not�ce of commencemerrt and that the facts stated therein are true to the best ct m y krowiedge and be6et 57qTE C;F FLORI A COl:1vTY OF PA �ti KE�T�'�B AHLHE�AA �� `�i/�-- � _ _ � MY COMMISSION#EE�'�{j�j Signature of Owner or Lessee,or Owrer S or Lessee's Aulhor¢ed � D�IHES�OCT 12,20�5 ONicerlpireclor/Partner/Manager a ��ou��st State►nwrmce i`"" Sig�nato-ry s 1 dle/Oftice The(orego�ng�nstr;ment was acknowledg�e�before me this��y of W)/ll 'C 12 by i 1 ��\� �v----=,_� --- — as L it of a.dFqrt J y YPe y e g officer trustee a�tor�ey in'ac!�fo� d ''�h`I z 4 �U� l �narra oi party�n b N oi,"per�i�^-�� 'ent:1as e:eciR.�c1 1'zrsona�iy Kmwn�OR Pmd��ced Ident�'cah,^,n� ^�otary Siqnah.re ��f�� `./ TrPe uf IdenUficat�cn=r�duced �f�2.�,� D L _ Vame�=nn�� /�,��9'-4-: �j ��j/`j(,h_ L�1dt_roc:��r�,t�;•.°,:.nm��n._r•ren! r+C�3C�.° .,t�',C��'' f�,y. .S�A��C�� °�►��'sM��.:'l,'QV�IV9t�M� ��r�✓ �His is�ro_ �'�,��'F� ��a7��6��r�� i�� RUE ANKi��'`�.=CT COFY OF Tf-��`.U(�9cNr �JN r"I�E'OR�"= ��UBLIC,RECORD IN;i�li�(JFFfCE �NITNES�P,�,'' r;AND AND FFIC:IA�.StA,1.TN�y,� �' , .f)A -� • r -• 2 �A�� , �:" IL L. K C(�I�PT4�OL_'�F� ;_�� ,r-F��, „ . Pasco County Parcel: 03-26-21-0130-00000-0190 001 Page 1 of 2 Data Current as Of: Weekly Archive - Monday, June 11, 2012 Parcel ID 03-26-21-0130-00000-0190 (Card: 001 of 001) Classification 02 - Mobile Homes Mailing Address Property Value KECK EDWIN B&LORETTA J Ag Land �p 37635 NEWAL AVE �nd $20,149 ZEPHYRHILLS FL 33542-7993 Building $57,519 Physical Address Extra Features $i,696 37635 NEWAL AVE ZEPHYRHILLS FL 33542-7993 )ust Value ;79,364 Assessed (Save Our Homes) $79,102 Leaal Descriution (First a Lines) Homestead 196.031 - $25,000 See Plat for this Subdivision,�"' Non-School Additional Homestead Exemption - $25,000 ZEPHYR RIDGE PB 26 PB 78-80 Non-School Taxable Value ¢29,102 LOT 19&WEST 1/2 LOT 20 School District Taxable Value �54,102 OR 3371 PG 1413 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line Use Description 2oning Units Type Price Condition Value �� 0200 MSUBM OOM1 6,000.00 � $2.55 1.00 $17,100 � 0200 MSUBM OOM1 4,356.00 SF $0.70 1.00 $3,049 Additional Land Information Acres 0.24 Tax Area 3 ZH FEMA Code �Residential Code ZIDELPl Buildina Information - Use 02 - Mobile Home (Card: 001 of 001) Year Built 1995 Stories 1.0 Exterior Wall 1 Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall i Plywood Panel Interior Wall 2 None Flooring i Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air- Ducted A/C None Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 � 1,605 $56,833 2 Q 100 $885 � 3 � � 796 $12,677 4 FCB 336 $10,694 5 FCA 380 $2,691 6 UEA 180 $4,462 � � � 15 $248 Extra Features (Card: 001 of 001) � Line —� Description Year Units Value 1 C -4 � 1994 1 $420 2 —�r DWC 1994 280 $441 I 3 —� GAZEBO 2001 � 1 C $835 Sales History Previous Owner CHASE BERT Year � Month Book/Page Type � Amount r--� http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21&sbb=0l 30&b... 6/13/2012 1 Hel Scrl Fl( 1378" _ _ _ _- - _ -- -- OVERALL - - -- - - -_ - - -- HEIGHT = __ --- � --- _____ I ,III it 84 SIDE WALL A A EAVE ELEVATION w/o DOOR 1 SCALE: 318' = V 0' ROOFING NOTES: 1. APPROVED SHINGLES INSTALLED PER MANUFACTURERS INSTRUCTION / 4 NAILS PER SHINGLE 2. H CLIPS ARE USED BETWEEN EVERY RAFTER BETWEEN THE UPPER AND LOWER ROOF PANELS. 12, Typ• I_ WOOD FLOOR FRAMING 1 SCALE: 3,8' = V -0' FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/ (4) 1 -1/4" ROOFING NAILS * ** NOT INCLUDED WITH KIT * ** 7/16" OSB Roof Panels 19/32" x 3 Gable Trim Corner Trim 4/4 x 3" Horizontal Door RJ 4/4 x 3" Vertical Door Style Black T- Handle 4/4 x 3' Vertical Door Trir 31/81 thick 8' D.C. SmartS 8' x 16" Wall Vent Treated Wood Floor OPTIONAL 2 x 4 P.T. BOND BOARD (TYP) ... SECURE BOND @ CORNERS w/ (3) 16d RING SHANK NAILS OSS OR COX TREATED PLYWOOD ... SECUREFLOOR DECKING TO FLOOR JOISTS w/ 8d RING SHANK NAILS @ 6' OC @ EDGES & 12" OC @ INTERMEDIATE SUPPORTS 2 x 4 P.T. JOISTS @ 16" OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16d RING SHANK NAILS @ EACH JOIST 4 x 4 P.T. RUNNERS (TYP) ... TOE NAIL FLOOR JOIST TO RUNNER w/ (2) 16d RING SHANK NAILS @ EACH JOIST / RUNNER INTERSECTION SEE FLOOR FOOTING DEATIL 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 RING SHANK NAILS FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 FLORIDA BUILDING CODE. 14611" 16 Roof Line 144" 144" B GABLE ELEVATION with DOOR 1 SCALE: 318' = V -0' CONSTRUCTION NOTES: 1. PLYWOOD PANELS SHALL BE INSTALLED W/ FACE GRAIN PARALLEL TO STUDS. 2. ALL HORZ. JOINTS SHALL OCCUR OVER FRAMING. FLATWISE BLOCKING SHALL BE USED AT ALL HORZ. PANEL JOINTS. 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP PLATES. LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION (OR BOND BEAM) W/ RING SHANK NAILS OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE 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. 2 x 4 Built Up Header 2 x 4 "King" Stud 2 x 4 "Jack' Stud SECURE ROOF DECKING W /8d RING SHANK NAILS " 8 2 x 4 SPF Rafter I 1 iAssembly i .. 0 2 x 4 SPF Top late 24 I " o 3/8" OSB or EZ PANEL Gu4et I GLUED & NAI Ld5 WITH, , (14) 4d 1.1,/2" RING JHANKC AILS I r 11 2 x 4 COLLAR TIE I SECURE COLLAR TIQTER) O RAFTERS W/4 -16d RINHANK NAILS (2 NAILS EACH 7/16" OSB ROOF NOTE: 1, THIS ROOF PLAN IS GOOD FOR THE 12 WIDE GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 144" 1444" Siding 14616" Roof Line M ROOF FRAMING 1 SCALE: 3,'8' = V -0' MATERIAL NOTES: c. 3/8" thick Gusset 2 x 4 SPF Rafter Assembly 3/8" thick No Groov Gable Panel 5/8" thick Gable Tril 2 x 4 SPF DoublE 2x4 SPF Top F 2 x 4 SPF Sti. @ 24" O.C. 3/8" SmartSide - Secured With Ring Shank Ni 5/8" thick Floor She * ** Rafter Assembly * ** lo 1442' * ** Rafter Assembly * ** Flush To Wall Siding 4 Flush To Wall Siding 248" 24" - - 248„ Simpson H2.5A Rafter to Stud w/ 328" 784, 328" 144" or "OPTIONAL" ROLL -UP DOOR- FRAMING SCALE: 18' =_ 1'-T � �jNJI<UV,�< _- 1�0 31/ ^') 3�" 2 rc� EAVE SIDE FRAMING w/o DOOR SCALE: 31/8' = V -0' 1 (1XVjO0) ._!R'iJ:,' "1 _I "i� -AJr�F 3 O IJ.`r1Q "11/:71 f'QL2 U 1J S C J 0 -41 11 1d 77rI111 °11.� "I i'�C!J "I]'6a.4 IIV 2 x 4 Framing Secure door hinge board from inside using (6) 1" c'sink screws. Door panel Typical both sides of doors. & trim �- Shed panel Mount door hinge board using (3) 3' c'sink screws into framing. Typical both sides of doors. DOOR INSTALL 1 SCALE: 3!8' = 1'-0' 24" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1 -1/2" RING SHANK NAILS Q RAFTER SECTION 1 SCALE: 1' = 1'-0' 5/8'OSB or DX TREATED PLYWOOD 442, Dblr r 9" Rafter * ** FLOOR DECK /all Siding SECURE FLOOR DECKING V 2 24-31 TO FLOOR JOIST NOTE: NAILED W /Bd RING SHANK NAILS @ T O.C. W18d RING SHANK NAILS ON ALL SEAMS & TOP & BOTTOM EDGE. @ 8' O.C. @ EDGES &,21 O.C. EZ PANEL USED FOR UPUFT & SHEAR CUPS NOT REO. 68" Jack Stud (TOP & BOTTOM OF OPENINGS) @ INTERMEDIATE SUPPORTS EXCEPT @OPENINGS & 12' O.C. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO 4 BARS 24" 16" 64" 7o, @ OP &801TOM 40" 2 x 4 COLLAR TIE I SECURE COLLAR TIQTER) O RAFTERS W/4 -16d RINHANK NAILS (2 NAILS EACH 7/16" OSB ROOF NOTE: 1, THIS ROOF PLAN IS GOOD FOR THE 12 WIDE GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 144" 1444" Siding 14616" Roof Line M ROOF FRAMING 1 SCALE: 3,'8' = V -0' MATERIAL NOTES: c. 3/8" thick Gusset 2 x 4 SPF Rafter Assembly 3/8" thick No Groov Gable Panel 5/8" thick Gable Tril 2 x 4 SPF DoublE 2x4 SPF Top F 2 x 4 SPF Sti. @ 24" O.C. 3/8" SmartSide - Secured With Ring Shank Ni 5/8" thick Floor She * ** Rafter Assembly * ** lo 1442' * ** Rafter Assembly * ** Flush To Wall Siding 4 Flush To Wall Siding 248" 24" - - 248„ Simpson H2.5A Rafter to Stud w/ 328" 784, 328" 144" or "OPTIONAL" ROLL -UP DOOR- FRAMING SCALE: 18' =_ 1'-T � �jNJI<UV,�< _- 1�0 31/ ^') 3�" 2 rc� EAVE SIDE FRAMING w/o DOOR SCALE: 31/8' = V -0' 1 (1XVjO0) ._!R'iJ:,' "1 _I "i� -AJr�F 3 O IJ.`r1Q "11/:71 f'QL2 U 1J S C J 0 -41 11 1d 77rI111 °11.� "I i'�C!J "I]'6a.4 IIV 2 x 4 Framing Secure door hinge board from inside using (6) 1" c'sink screws. Door panel Typical both sides of doors. & trim �- Shed panel Mount door hinge board using (3) 3' c'sink screws into framing. Typical both sides of doors. DOOR INSTALL 1 SCALE: 3!8' = 1'-0' 24" 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1 -1/2" RING SHANK NAILS Q RAFTER SECTION 1 SCALE: 1' = 1'-0' 5/8'OSB or DX TREATED PLYWOOD 442, Dblr r 9" Rafter * ** FLOOR DECK /all Siding SECURE FLOOR DECKING SHEATHING GRADE 3,8" EZ PANEL TO FLOOR JOIST NOTE: NAILED W /Bd RING SHANK NAILS @ T O.C. W18d RING SHANK NAILS ON ALL SEAMS & TOP & BOTTOM EDGE. @ 8' O.C. @ EDGES &,21 O.C. EZ PANEL USED FOR UPUFT & SHEAR CUPS NOT REO. 68" Jack Stud (TOP & BOTTOM OF OPENINGS) @ INTERMEDIATE SUPPORTS EXCEPT @OPENINGS & 12' O.C. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO 4 BARS 24" 16" 64" 7o, @ OP &801TOM 40" 40" 2 X 4 SPF STUD @ 24" O.C. 2 x 4 P.T. JOIST @ 16' O.C. 2 X 4 SPF BOTTOM PLATE 4' CONCRETE SECURE JOIST -0 BOND BOARD W2-16d RING SHANK NAILS 2' PING SHANK NAILS EVERY 3' ANGLED INTO FLOOR 6X6 10/10 WIRE MESI @ EACH JOIST FRAME, 1/7 FROM EDGE OR FIBERMESH l;2" X 2.1/2' LAG SCREW INTO FLOOR JOIST w/ 2X21X1 /8' FENDER WASHER 4' COMPACTED 4 X 4 P.T, RUNNERS 2 x 4 P.T. BOND BOARD SAND OR GRAVEL SEE 4 TOE NAIL FLOOR JOIST 8' Mln. ,NOTE TO RUNNERS W2 -12d to 30 SINGLE HELIX ANCHOR ' SINGLE LE RING SHANK NAILS @ EACH Sheathin g MODEL MTE-30 AS MFD. JOIST I RUNNER INTERSECTION BY TIEDOWN ENGINEER. ATLANTA, GA WITH IN 24' +(- OF CORNERS & 77 +/- OC MAX OR AS REQUIRED BY LOCAL CODE - -- 30 DEGREES TO VERTICAL IN THIS PLANE (TYR) 2 x 4 SPF Top Plate Ile 2 x 4 TREATED Floor Frame N GABLE SECTION 1 SCALE: 1 -1'7 = 1'-0' - 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 PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN NECESSARY 7X 12'X 17 OR 8'x 16'x4' -- SOLID CONCRETE BLOCK @ 72' O.C. (TYP) @ EACH SKID NOTE: FOR EXTERIOR WALLS GREATER THAN B' FtATWISE BLOCKING REQ'D @ PANEL JOINTS- SECURE BLOCKING Wr2 -16d RING SHANK NAILS EACH END. PANEL JOINT IN CENTER 1,1 OF WALL WOOD FLOOR FOOTING DETAIL 1 SCALE: 1" = V -0' WOOD FLOOR FOOTING NOTES: 1, WHEN MONOLITHIC SLAB IS USED, THIS FLOOR FRAMING IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 3. ALL LUMBER TO BE NO. 2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS, LLC 12 WIDE GAMBREL ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. 1338" 32 ANCHORS 72" O.C. AS REGO IEFER TO FLOOR' DETAILS BELOW NOTE: E2 PANEL USED FOR UPUFT & SHEAR CUPS NOT RED. EXCEPT @ OPENINGS 31" 2 Side - Wall Dblr 318' OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1-1/2" Ring Shank Nails 32 2 x 4 Gable Connector * Used As A Nailing Surface 31„ 2 922, 442, Dblr r 9" Dblr 48" T.11. 96" T. P. 68" Jack Stud 67" \_ Header Simpson LS7A9 Stud to Top Plate with (8) 8d Galy. 1 -1 /2" Joist Notes i Simpson SP4 w; Bd 1.112' GaN Joist Nails Or Equiv. For Up To 735# Uplift 24" 16" 64" 7o, 1611 24" 40" 40" 144" GABLE FRAMING with DOOR SCALE: 31/8' = 1' -0' A L 202" _'�_ Typ -lc -- 31 „ '1 2 SHEATHING GRADE 3;8" EZ PANEL NAILED W /8d RING SHANK NAILS @ 6" O.0 ON ALL SEAMS & TOP & BOTTOM EDGE. (TOP & BOTTOM OF OPENINGS) & 12' O.C. @ INTERMEDIATE SUPPORTS, (FOR SHEARWALL VALUE) 2 X4 SPF S'UC @24'O.C, 1-+2' WEDGE ANCHOR BOLT 72' O.C. 8.112' LONG (...or other approved fasterer -) 2 X 4 SPF BOTTOM PLATE 2 X 4 P.T. SILL PLATE 2' RING SHANK NAILS EVERY 3' ANGLED INTO FLOOR FRAME, , 7 FROM EDGE _ - __ ____ -_- \____Q_ 8- Min. to Sheathing \� 1>0 S 12' Minimlum 1b,�_a TYPICAL MONOLITHIC SLAB D SECTION ALL AROUND SEE NOTE 1 17 * ** (1) Anchor Minimum On * ** Each Side Of Door Opening MONOLITHIC CONCRETE SLAB DETAIL MONOLITHIC SLAB FOOTING NOTES: 1. WHEN FLOOR FRAMING IS USED. THIS MONOLITHIC SLAB IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A. B., MIN. REBAR LAP = 20'. 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE BACKYARD PRODUCTS, LLC 12 WIDE GAMBREL ANY DEVIATION AND MODIFICATION IS STRICTLY PROHIBITED. SCALE: 1' = 1'-0' For Gable Panels t -Layer 15# Felt 7/16" OSB Roof Deck 2 x 4 SPF Rafter Assembly 2 x 4 SPF Top Plate & Doublers 2 x 4 SPF Stud 3/8" SmartSide - 8' o.c. 2 x 4 SPF Bottom Plate 2 x 4 Treated Floor Framing 1444" Overall 144" raming J� „ 3 1,, J� 1 20- 'I 2 '1 2 STUD LOCATIONS / DOOR ON GABLE SCALE: 31/8" = 1'-0' SHEATHING GRADE 3,8' EZ PANEL `JAILED WiSo RING SHAN'4 NAILS @ 6' C.C. TOP NOTE: & BOTTOM EDGE TOP & BOTTOM OF OPENINGS EZ PANEL USED FOR UPLIFT & 12' O.C. @ INTERMEDIATE SUPPORTS. & SHEAR CLIPS NOT PEG (FOR SHEARWAL_ VALUE) TWO #4 BARS TOP & BOTTOM EXCEPT @ OPENINGS 2x4PT. JOISTS @16'0.0. 2 X 4 SPF STUD @24'O.C. 2 X 4 SPF BOTTOM PLATE 4' CONCRETE 6X6 1000 WIRE MESH OR FIBERMESH LAG SCREW 3;OTHROUGH BOLT a' COMPACTED SIMPSON #11)58 CONNECTOR SAND OR GRAVEL 518 'or 3;4' WEDGE ANCHOR BOLT SEE NO -E 4 I 77 O.C. 8-1 2' LONG (...or other approved !asterer...) - - - - -- -- L----- - - - -Q- D \�\ 1> �i 12' Minimlum TYPICAL MONOLITHIC SLAB D SEC -ION ALL AROUND SEE NOTE 1 Ire 12' -- ' * ** (1) Anchor Minimum On * ** Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL �� SCALE: 1' = 1'-0' X111. G WOOD�FLOQR §6��CQoTI 11 ��'�r U1v� All n t (' 1. ALL MATE1i1 �FitE€T �( S ,�r4 kq r ' EXCEED A�Li 7 �: I i�E, �g�1111��5� 2. UNLESS &tH R�gtS ECGIFIED OR SURPERSEDED BY APPLICA@A :i AL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN, REBAR LAP = 20". 3. THIS MONOLITHIC SLAB IS DESIGNED F BACKYARD PRODUCTS, LLC 1 Wj0EdXMB L ANY DEVIATION AND MODIFICATIO IS STRICTLY PROHIBITED, (�� ER - - - - -- -- L----- - - - -Q- D \�\ 1> �i 12' Minimlum TYPICAL MONOLITHIC SLAB D SEC -ION ALL AROUND SEE NOTE 1 Ire 12' -- ' * ** (1) Anchor Minimum On * ** Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL �� SCALE: 1' = 1'-0' X111. G WOOD�FLOQR §6��CQoTI 11 ��'�r U1v� All n t (' 1. ALL MATE1i1 �FitE€T �( S ,�r4 kq r ' EXCEED A�Li 7 �: I i�E, �g�1111��5� 2. UNLESS &tH R�gtS ECGIFIED OR SURPERSEDED BY APPLICA@A :i AL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN, REBAR LAP = 20". 3. THIS MONOLITHIC SLAB IS DESIGNED F BACKYARD PRODUCTS, LLC 1 Wj0EdXMB L ANY DEVIATION AND MODIFICATIO IS STRICTLY PROHIBITED, (�� ER