The URL can be used to link to this page

Home My WebLink About14-15039 �ITY Of ZEPHYRHILLS 5335-8TH STREET �sis��so-oozo 1�039 ' BUILDING PERMIT Permit Number: 15039 Address: 4852 17TH ST 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: MOORES FIRST ADDITION Est. Value: Parcel Number: 14-26-21-0010-02200-0160 Improv. Cost: 1,398.48 Date Issued: 3/06/2014 Name: KIRKMAN JOAN &WHITE SUSAN EL AT Total Fees: 67.50 Address: 4852 17TH ST Amount Paid: 67.50 ZEPHYRHILLS FL 33542-6024 Date Paid: 3/06/2014 Phone: 813-782-6832 Work Desc: INSTALLATION 10 X 8 SHED � �� , , ., f;` .h �''��. . ; 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 f) 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,wnsult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Acxompany Application.All work shall be performed 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�s-�ao-oozo City of Zeph�rhilis Permit Application Fax-813-780-0021 Building Department Date Received 4/25/14 Phone CoMxt for Pairettin �2� 2o�-o�5a _ ' T�TrTT-rr Owners Name Kirkman Joan &White Susan Owner Plrone Number 813-782-6832 Owner's Address 4852 17th St. Z2ph 1'hiIIS, FL 33542 p�er Phone Number fee Simple TitkboWer Name Owner Phone Number Fee Simple TitlehoWer Address JOBADDRE55 4852 17th St. Ze h rhills, FL. 33542 �oT# 16 SUBDNISION Moores 1 st Addition pqRCEL IDIt 14-26-21-0010-02200-0160 (087NNED FltOM PROPERTV TA7C NOTICE) WORK PROPOSED e NEW CONSTR■+■ ADD/ALT � SIGN Q � DEMOLISH INSTALL Q REPAIR PROPOSED USE Q SFR Q COMM O OTHER 7YPE OF CONSTRUCTWN � BLOCK � FR,4ME � STEEL Q DESCRIPTION OF WORK Install 10 X 8 shed BUILDING SIZE 1�X 8 SQ FOOTAGE 80 HEIGHT 99.5 In BUILDING �1,398.48 VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C- �PLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � I.S�J�g QGAS � ROOFING Q SPECIALTY � OTHER FINISHEDFLOORELEVATIONS FLOODZONEAREA �YES NO BUILDER COMPANY -� SIGNATURE REGISTERED Y/ N fEE CURRBJ Y(N Address License# �--� EIECTRICIfW � � COMPANY SIGNATURE REGISfERED Y! N FEE CURRBJ Y/N Address L�ense# PLUMBER � COMPANY SIGNATURE REGISTERED Y/N FEE CURRBJ Y!N Address License# MECH/WICAL � COMPANY SIGNATURE REGISfERED Y/ N FEE CURRBJ Y(N Address License# OTHER COMPANY Backvard Storaqe Solutions LLC/Ga West SHiNATURE REGISfERED Y/ N FEE CURRBJ Y/N nddress 2450 Smith Rd. Kissimmee FL.347 4 License# ii � � � � � ii � � � � � ii � � � tt � � � � � � � � � � � � � � � � � � � ii � � � � � ii � � � � � i � � � � � � � � � � � � REStDENTIAL Attach(2)Plot Plans;(2}sets of Building Plans;(1)set of Energy Forms;R-0-W Permd for new construction, Minimum ten(10)working days after submittal date. Required onsi[e,Construction Plans,Stormwater Plans w/Sitt Fence installed, Sanitary Facildies&1 dumpster;Sde Work Permit for subdivisions/large projects COMMERqAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Consttuction Plans,Stortnwater Plans w1 Sitt Fence installed, Sanitary Facili[ies 8 1 dumpster.SRe 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. Directlons: Fill out application completely. OHmer&Contractor sign back of application,notarized M over 52500,a Notice of Commencement is required. (A!C upgredes over 57500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with nohanzed letter from owner authonzing same OVER THE COUNTER PERMI7TING (Front of Applicatan Only) Reroofs if shingles Sewers Service Upgrades NC Fences(PIoUSurveylFootage) Driveways-Not over Counter R on pub6c road.vays..needs ROW , ��s � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ___� Contra omeowner: � � � ;L�S Date Received: �-��'� /,� ' Site: � ��2 — J�� _ ; Permit Type: �j� X" � ��,�,,� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: O �� "� �� r'+.C �1 l% � i This comment sheet shall be kept with the permit and/or plans. � /`ia�h,,,., . MAR 0 3 2014 �� ` ��L� �- Kalvin Switzer-Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Sheds Pian Review Comments 1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHORED PER PLAN) 3) All set-backs shall be met. 90 sq ft or less is 5' set-back. Greater than 90 sq ft the set- back is 10' 4) Only 2 accessory buildings per parcel. 5) Sheds shall not be rented or inhabited. 6j Must meet and follow all conditions of ordinance:780-01 7) Not to exceed 16' in height at peak. 8) Na other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified. From: 02106/2014 12:43 #621 P.0021002 CTTY Ofi ZEPHY��ILLS BUILDING DEPA,RTMENT Owner: �1��! ��. �- i i�K�v..�t,.� Job Locatidn/Address: �� • ��'��S�2��=r Parcel I.D. #: `1-�-�� %- �ic�/�1-'OZ�� -Of6G SHOW ALL EXISTIlVG&PROPOSED STRUCTCJRES GIVIlVG DIMENSIONS&SETBACKS UTILITY BUILDINGS IvfUST SHOW SIZE&FOUNDATION INFORMATION ! � {�� S � c �b+Q ��` ��,� �� - , � �-- ___ � _- f � � y��a ,�, l.__;,d��o--- -J r , . ; � �,`. � � � �'�` _ _ , ,'� � -- �------------- - --�( { �1`�� ;� r �� FRONT PROPE J — — — STREET -- — — _ — _� — - o...�c�r — — -- (1�'OTE EXr4MPLES f&�).. Example l. Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning � � ar � �a sa P E R X 0 I � l0 p S �d �d 10 o T S 1 140' 141' E N D d PAOP05FD � lll'.�!!I(6EFAMIl.Y! 3D'U1FPiFX }7tOHT pROPEkTY LD(E }ROIIT PBOPt�T'T LIltE " -- StREET - - - - - - - - _ _ - - -- SiRffET -- - - - _ - _ _ _ _ • �'��:�c.��t� CeSt L� �.. �E?-c 3 � (Z� �r�.-,-.,��„�� r�,i�f�<� i.Ui��' V.1.��r c�: �lC.ir� �� C�d 2r„-.. `' v�.�c.� r�(�.M,,v ..�:,9Ge... � u � � � m m od 0 m O U �d 2 �1 Z w w o_ 4 FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/(4) 1-1/4" ROOFING NAILS *** NOT INCLUDED WITH KIT *** 7/16' OSB Roof Deck �- 24" 2 x 4 SPF Gable Trim A EAVE ELEVATION w/ DOOR 1 SCALE: 3/8" = 1'-0' 1162° H EAVE ELEVATION w/o DOOR 1 SCALE: 3/8' = V-0' 1 x 3 Fascia Trim 1 x 3 Vertical Door Trim 3/8' No Groove �- Corner Trim 1 x 3 Vertical Door Style T -Handle 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 FOR WALLS AND FLOORS. NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 FLORIDA BUILDING CODE 5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE FOLLOWING APPLIES: 1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE Max 'tv OSB � 24" 96" \ / 11., 2 \TYp• ss" MY 7J 9 thick W.B. Floor Decking I I 1 I 5/8" OSB Door Head r I 16" 5 228 I 17., 8 loll 1311 I 4 1162° H EAVE ELEVATION w/o DOOR 1 SCALE: 3/8' = V-0' 1 x 3 Fascia Trim 1 x 3 Vertical Door Trim 3/8' No Groove �- Corner Trim 1 x 3 Vertical Door Style T -Handle 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 FOR WALLS AND FLOORS. NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 FLORIDA BUILDING CODE 5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE FOLLOWING APPLIES: 1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE 2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE Max 'tv OSB v OSB 16" \ / 11., 2 \TYp• ss" MY 7J 9 thick W.B. Floor Decking I I 1 I 5/8" OSB Door Head r I 16" 5 228 I 42411 Typ. 1161" I I I I I I 1 I I I 240 c Tyr 2' NAILS EVERY 3" 2 UPLIFT DEVELOPED IN THE PLYWOOD N 6X8 10/10 WIRE 111 96" 21" I ( I I 6X8 10/10 WIRE MESH _ USB 1. 162Yi 802" 2 x 4 P.T. BOND BOARD SAND OR GRAVEL SEE NOTE 4 to I I o Q 32" 4' COMPACTED 224" O 2211 I �SqE x COCCAL jRT►E ISS g I T AI LS��W EACf�IRAFTEMN I t 2 x 4 SPF Rafter I I SEE NOTE 4 114 24' WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX \ suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D OSB 225" I I 1 7/16" OSB ROOF PA I L 1 1 Helix 41Y 2 93' Treated Joists 96 16" To First Anchor Screwed Into Floor Joist 1 x 3 Horizontal Door Rail 3/8' thick No Groove - SmartSide TREATED 2 x 4 x Floor Framing 2 x 4 P.T. JOISTS @ 16' OC (TYP) ... SECURE JOIST TO SILL w/ (2) 16d RING SHANK NAILS @ EACH JOIST 2 x 4 P,T, BOND BOARD (TYP) ... SECURE BOND @ CORNERS w/ (3) 16d RING SHANK NAILS OSB OR CDX TREATED PLYWOOD ... SECURE FLOOR DECKING TO FLOOR JOISTS w/ 8d RING SHANK NAILS @ 6' OC @ EDGES & 12' OC @ INTERMEDIATE SUPPORTS 4 x 4 P.T. RUNNERS (TYP) ... TOE NAIL FLOOR JOIST TO RUNNER 1 w/ (2) 16d RING SHANK NAILS @ j EACH JOIST / RUNNER INTERSECTION SEE FLOOR FOOTING DEATIL 9 9-2' 7 2' 712Y 96" B RIGHT GABLE ELEVATION 1 SCALE: 3/8' = V -(r V'J LEFT GABLE ELEVATION w/o DOOR SCALE: 3/8" = 11-0" MATERIAL NOTES: ALL LUMBER TO BE NUMBER 2 GRAQE 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 2 x 4 SPF Gable Connector SECURE ROOF DECKING W/8d JRING SHANK NAILS L WOOD FLOOR FRAMING M ROOF FRAMING 1 SCALE: 3/8" = 1'-0' SCALE: 3/8' = 1'-O" r c. Door panel & trim 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS c RAFTER SECTION 1 SCALE: 1' = 1'-0' 0 Cro ;i Secure door hinge board from nside using (6) 1" c'sink screws. typical both sides of doors. Shed panel Mount door hinge board using (3) 3' c'sink screws into framing. Typical both sides of doors, o DOOR INSTALL 1 SCALE: 3/8" = V-0' 3/8" thick No Groove Gable Panel 2 X 4 SPF Gable Trim 2 x 4 SPF Gable Connector 2 x 6 SPF Doubler /8" O Epoggr,, EZ PANEL Gusset 4? 4d 1 1/2' RING SITH HANK NAILS �ide Wall Line 2 x 4 SPF Top Plate ioof Line Simpson H2.5A Rafter to Stud w/ (8) 8d 1-1/2' Galy. Joist Nails *** Gable Rafter *** Flush To Wall Siding 32" - ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR' DETAILS BELOW 121" To Face Of Gable Trim 118' To Face Of Gable Panels N 228- TYp• -- H2.5A �`- 22841 2x4SPF Collar 211 re �. 4 24' NOTE: Rev. 11Y r1 G C, By Revision ss" MY 7J 9 thick W.B. Floor Decking I I 1 I 5/8" OSB Door Head r I I j I 5 228 I 42411 I 1161" ce I I I I I 1 I I I 240 c Tyr 2' NAILS EVERY 3" 2 UPLIFT DEVELOPED IN THE PLYWOOD N 6X8 10/10 WIRE 111 NominalDesign Inc 21" I ( I I 6X8 10/10 WIRE MESH _ I ( 802" 2 x 4 P.T. BOND BOARD SAND OR GRAVEL SEE NOTE 4 to 30' SINGLE HELD( ANCHOR Sheathing 32" 4' COMPACTED 224" O I I 1 1 I �SqE x COCCAL jRT►E ISS g I T AI LS��W EACf�IRAFTEMN I t 2 x 4 SPF Rafter I I SEE NOTE 4 114 24' WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX \ suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D OR AS REQUIRED BY LOCAL GOD E 225" I I 1 7/16" OSB ROOF PA I L 1 1 1 June 3, 2013 I 1 Stud As Noted (734) 242.6900 srEBT 1 Of 1 NOTE: 1 • THIS ROOF PLAN IS GOOD FOR THE 19 x 8' GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. Wall Sheathing: 3/8" Siding Rated 2410 41" 96144' 104' L WOOD FLOOR FRAMING M ROOF FRAMING 1 SCALE: 3/8" = 1'-0' SCALE: 3/8' = 1'-O" r c. Door panel & trim 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (14) 4d 1-1/2" RING SHANK NAILS c RAFTER SECTION 1 SCALE: 1' = 1'-0' 0 Cro ;i Secure door hinge board from nside using (6) 1" c'sink screws. typical both sides of doors. Shed panel Mount door hinge board using (3) 3' c'sink screws into framing. Typical both sides of doors, o DOOR INSTALL 1 SCALE: 3/8" = V-0' 3/8" thick No Groove Gable Panel 2 X 4 SPF Gable Trim 2 x 4 SPF Gable Connector 2 x 6 SPF Doubler /8" O Epoggr,, EZ PANEL Gusset 4? 4d 1 1/2' RING SITH HANK NAILS �ide Wall Line 2 x 4 SPF Top Plate ioof Line Simpson H2.5A Rafter to Stud w/ (8) 8d 1-1/2' Galy. Joist Nails *** Gable Rafter *** Flush To Wall Siding 32" - ANCHORS 72" O.C. AS REQ'D "REFER TO FLOOR' DETAILS BELOW 121" To Face Of Gable Trim 118' To Face Of Gable Panels N 228- TYp• -- H2.5A �`- 22841 2x4SPF Collar 211 re �. 4 24' NOTE: Rev. 11Y r1 G C, By Revision ss" MY 7J 9 thick W.B. Floor Decking 140 72-21,68- Stud @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 664" 68' Stud 0) rn 42411 1211 2X4SPF STUD @24'0.0. ce & SHEAR CUPS NOT REQ. 96" 214' 4' CONCRETE 3- 2 �u 96" 2' NAILS EVERY 3" 2 x 4 P.T. JOISTS @ 18" O.C. UPLIFT DEVELOPED IN THE PLYWOOD N 6X8 10/10 WIRE 111 NominalDesign Inc FRAME, 1/7 FROM EDGE OR FIBERMESH t I N 24" Typ. 116- 1 24. ***Gable RafterIi Flush To Wall Siding �L 0t7 0 �m - w � ry rn a� ca » NOTE: End Of 2 x 6 Doubler Should Be Flush With Outside Face Of The Siding 1" Siding Overhang Typ, i SAVE SIDE FRAMING w/o DOOR 1 SCALE: 3/8' = 1'-0' 3/8' OSB or EZ PANEL Gusset GLUED & NAILED with (14) 4d 1-1/2" Ring Shank Nails 2 x 4 Gable Connector * Used As A Nailing Surface 1 x 4 Pine Collar Tie90 For Gable Panels A00 n\' \ . 1 Layer 15# Felt ' 6' A 7/16 OSB R f D k Z O cc LL /00 24' NOTE: Rev. 11Y r1 G C, By Revision ss" MY 7J 9 thick W.B. Floor Decking 140 72-21,68- Stud @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 72' Siding 0) rn @ SIDE BY SIDE 1211 2X4SPF STUD @24'0.0. ce & SHEAR CUPS NOT REQ. 96" 214' 4' CONCRETE 3- 2 �u 96" 2' NAILS EVERY 3" GABLE FRAMING 1 SCALE: 3/8' = 1'-0" 2 x 4 SPF Stud @ 24.O.C. 3/8" SmartSide - No C Secured With 8( Ring Shank Nail: 5/8" thick Floor Sheath 2 x 4 SPF Bottom Plate I 2 x 4 TREATED Floor Frame n GABLE SECTION 1 SCALE: 1.1 /2' = 1'-0' 5i8" OSS or COX TREATED PLYWOODO FLOOR DECK SECURE FLOOR DECKING TO FLOOR JOIST Iii RING SHANK NAILS @8"O.C.@EDGES &170. C. \ @ INTERMEDIATE SUPPORTS 2 x 4 P.T. JOIST @ 1 S' O.C. SECURE JOIST TO BOND BOARD - W/2 -18d RING SHANK NAILS @ EACH JOIST 4 X 4 P.T. RUNNERS TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d RING - SHANK NAILS @ EACH JOIST/ RUNNER INTERSECTION PRESSURE TREATED WOOD SHIMS 1 FOR LEVELING WHEN NECESSARYY 0o ec 2 x 4 SPF Rafter 1 x 3 Pine Fascia 2 x 6 -1/2 SPF Doubler 2 x 4 SPF Stud 3/8' SmartSide No Groove ZO EE 2 x 4 SPF Bottom Plate 2 x 4 Treated Floor Framing NOTE: EZ PANEL USED FOR UPLIFT & SHEAR CUPS NOT REQ. EXCEPT @ OPENINGS 31 Simpson H2.5A Rafter to Stud w/ (8) 8d 1-1/2" Galy. Joist Nails i SAVE SIDE FRAMING with DOOR 1 SCALE: 31W = V-0" �- 1 x 4 Pine Collar Tie 5/8" OSB Door Header 2 x 6 SPF Doubler 2 x 4 SPF Top 2x4SPF CRAFTER SECTION 1 SCALE: 3/8' = 1'-0' 121" To Face Of Gable Trim NOTE: Rev. 118" To Face Of Gable Panels By Revision Y 228° TYp 222;4" 140 Fir. Live Ld. / Wood (psi @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) H2.5A 2 x 4 SPF NOTE: 0) rn @ SIDE BY SIDE (!q,,,0,",_C011ar Tie 2X4SPF STUD @24'0.0. ce & SHEAR CUPS NOT REQ. 96" 214' 4' CONCRETE L 2' NAILS EVERY 3" 2 x 4 P.T. JOISTS @ 18" O.C. UPLIFT DEVELOPED IN THE PLYWOOD N 6X8 10/10 WIRE 111 NominalDesign Inc FRAME, 1/7 FROM EDGE OR FIBERMESH 42 56" 6X8 10/10 WIRE MESH _ � * u 29° 802" 2 x 4 P.T. BOND BOARD SAND OR GRAVEL SEE NOTE 4 to 30' SINGLE HELD( ANCHOR Sheathing 32" 4' COMPACTED 224" L ,8348- .v KSTONMI -4 BY T ENGWEER. ATLANTA, GA C Simpson LSTA9 Stud to Top Plate with SEE NOTE 4 114 24' WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX \ suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D OR AS REQUIRED BY LOCAL GOD E 68' (8) Bd GaN. 1.1/7 Joist Notes FLORIDA REG. # 355'59 17" June 3, 2013 Risk Category 1 Stud As Noted (734) 242.6900 srEBT 1 Of 1 Wall Sheathing: 3/8" Siding Rated 2410 41" 11� J GABLE Simpson SP4 w/6 -ad 1-1/7 Galy. Joist Nails FLA Or Equiv. For Up To 735# Uplift 1 1 14" 182" 151 48" 56" Door Opening 122" 1" Siding Overhang 1161 Typ. i SAVE SIDE FRAMING with DOOR 1 SCALE: 31W = V-0" �- 1 x 4 Pine Collar Tie 5/8" OSB Door Header 2 x 6 SPF Doubler 2 x 4 SPF Top 2x4SPF CRAFTER SECTION 1 SCALE: 3/8' = 1'-0' 7X17X170RS'x/8'x4' / SOLID CONCRETE BLOCK = @ 72' 0.0. (TYP) @ EACH SKO NOTE: FOR EXTERIOR WALLS GREATER THAN B FLATWISE BLOCKING REQ'O @ PANEL JOINTS. SECURE BLOCKING ii 6d RING SHANK NAILS EACH END, PANEL JOINT IN CENTER 1/3 OF WALL ro WOOD FLUOR FOOTING DETAIL 1 SCALE: 1" = l'-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 10' x & GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. 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. 117' Overall 11 rz�" 24' 2 Typ 14'- -182 15 �o2 �1 Opening � rd� STUD LOCATIONS 1 SCALE: 3/8' = V -T " SHEATHING GRADE 3/8' EZ PANEL NOTE: Rev. NAILED W/8d RING SHANK NAILS @ 8" O.C. ON ALL SEAMS & TOP & By Revision BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C. 140 Fir. Live Ld. / Wood (psi @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS NOTE: (FOR SHEARWALL VALUE) @ SIDE BY SIDE EZ PANEL USED FOR UPLIFT 2X4SPF STUD @24'0.0. Wind Exposure & SHEAR CUPS NOT REQ. 2 X 4 SPF BOTTOM PLATE 4' CONCRETE EXCEPT @ OPENINGS 2' NAILS EVERY 3" 2 x 4 P.T. JOISTS @ 18" O.C. UPLIFT DEVELOPED IN THE PLYWOOD ANGLED INTO FLOOR 6X8 10/10 WIRE 111 NominalDesign Inc FRAME, 1/7 FROM EDGE OR FIBERMESH 42 1/2' X 2-1 /7 LAG SCREW INTO FLOOR JOIST 6X8 10/10 WIRE MESH _ W/2"XTX1/8' FENDER WASHER 4' COMPACTED 8' Min. 2 x 4 P.T. BOND BOARD SAND OR GRAVEL SEE NOTE 4 to 30' SINGLE HELD( ANCHOR Sheathing MODEL M7E30 AS MFO. 4' COMPACTED 1 O' x 8' COWES KENSINGTON L ,8348- .v KSTONMI -4 BY T ENGWEER. ATLANTA, GA C omp. a Design pressure (psf) SEE NOTE 4 114 24' WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX \ suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D OR AS REQUIRED BY LOCAL GOD E (248) 620-4515 FAX 30 DEGREES TO VERTICAL IN THIS PLANE (rrP) FLORIDA REG. # 355'59 7X17X170RS'x/8'x4' / SOLID CONCRETE BLOCK = @ 72' 0.0. (TYP) @ EACH SKO NOTE: FOR EXTERIOR WALLS GREATER THAN B FLATWISE BLOCKING REQ'O @ PANEL JOINTS. SECURE BLOCKING ii 6d RING SHANK NAILS EACH END, PANEL JOINT IN CENTER 1/3 OF WALL ro WOOD FLUOR FOOTING DETAIL 1 SCALE: 1" = l'-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 10' x & GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY BACKYARD PRODUCTS, LLC. 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. 117' Overall 11 rz�" 24' 2 Typ 14'- -182 15 �o2 �1 Opening � rd� STUD LOCATIONS 1 SCALE: 3/8' = V -T " SHEATHING GRADE 3/8" EZ PANEL NOTE: Rev. NAILED W/8d RING SHANK NAILS @ e O.C. TOP & BOTTOM By Revision EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C. 140 Fir. Live Ld. / Wood (psi (5 INTERMEDIATE SUPPORTS, TWO #4 BARS NOTE: (FOR SHEARWALL VALUE) @ SIDE BY SIDE EZ PANEL USED FOR UPLIFT SECTION Wind Exposure & SHEAR CUPS NOT REQ. 2 X 4 SPF STUD @ 24' O.C. 6 EXCEPT @ OPENINGS I Z WEDGE ANCHOR BOLT 72" O.C. 8-1 /7 LONG 2 x 4 P.T. JOISTS @ 18" O.C. UPLIFT DEVELOPED IN THE PLYWOOD (...or other approved fastener...) SHEATHED WALLS, NominalDesign Inc 2 X 4 SPF BOTTOM PLATE 4' CONCRETE 42 2 X 4 P.T. SILL PLATE 6X8 10/10 WIRE MESH _ RESIST THE APPROPRIATE UPLIFT LOADS.Jr OR FIBERMESH 7 RING SHANK NAILS EVERY 3" On Openings (psf) ANGLED INTO FLOOR Ro�7cha �IoWI Z, P.E. 1 LENBL)RN9E LANE FRAME, 1/7 FROM EDGE 4' COMPACTED 1 O' x 8' COWES KENSINGTON L ,8348- .v KSTONMI -4 SAND OR GRAVEL x.55 omp. a Design pressure (psf) SEE NOTE 4 - 8' Min. to Sheathing b, b\ p \ \® /1 17 Minimlum TYPICAL MONOLITHIC SLAB - � • SECTION ALL AROUND SEE NOTE 1 *** (1) Anchor Minimum On *** Each Side Of Door Opening MONOLITHIC CONCRETE SLAB DETA 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 10' x & GABLE ANY DEVIATION AND MODIFICATION IS STRICTLY PROHIBITED. DESIGN CRITERIA: FBC 2010 SHEATHING GRADE 3/8" EZ PANEL NOTE: Rev. Date By Revision Ultimate Design Inc Speed(mph)RAFTER 140 Fir. Live Ld. / Wood (psi 36 Roof Live Load (pi 36 A 10/31/2012 EH SECTION Wind Exposure B Fir. Dead Ld. / Wood (psf) 6 Roof Dead Load (psf) 6 A ANY DEVIATION AND MODIFICATION A UPLIFT DEVELOPED IN THE PLYWOOD (...or other approved fastener...) SHEATHED WALLS, NominalDesign Inc 1 O$ es)gn In ressure 42 Wall Dead Load (psf) 3 _ RESIST THE APPROPRIATE UPLIFT LOADS.Jr f'¢y),�,)41I A Speed (mph) On Openings (psf) Ro�7cha �IoWI Z, P.E. 1 LENBL)RN9E LANE TO WHOM IT ERN: THIS STRUCTUREUCTURE 13 DESIGNED IN CONFORMANCE WITH SECTION OF THE BACKYARD 1 O' x 8' COWES KENSINGTON L ,8348- .v KSTONMI -4 Int. Pressure Coif, x.55 omp. a Design pressure (psf) 42 MATERIALS: Roof Sheathing: 7116' Rated 24/0 II= 6pggr.. suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D i �Yd, (248) 620-4515 FAX FLORIDA REG. # 355'59 Monroe, MI 48162 Scott ere tfeid June 3, 2013 Risk Category 1 skwB As Noted (734) 242.6900 srEBT 1 Of 1 Wall Sheathing: 3/8" Siding Rated 2410 all =�-,-�---- Z--\ - - \ 17 Minimium TYPICAL MONOLITHIC SLAB () SECTION ALL AROUND SEE NOTE 1 *** (1) Anchor Minimum On *** Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL SCALE: 1' = 1'-0' SHEATHING GRADE 3/8" EZ PANEL NOTE: NAILED WrBd RING SHANK NAILS @ 8" O.C. TOP & BOTTOM EZ PANEL USED FOR UPUFT EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C. & SHEAR CLIPS NOT REG. @ iNTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) EXCEPT @ OPENINGS 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED FRAMING. FLATWISE BLOCKING SHALL BE USED AT ALL HORZ. PANEL JOINTS. 2 X 4 SPF STUD @ 24' O.C. 2 X 4 SPF BOTTOM PLATE 3. PANELS SHALL BE ATTACHED TO BOTTOM ��- LAG SCREW 3/4' THROUGH BOLT PLATES & TOP PLATES, SIMPSON #HD5B CONNECTOR 5,W or 3;4' WEDGE ANCHOR BOLT 77 O.C. 8-112' LONG 3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE ATTACHED TO FOUNDATION (OR BOND BEAM) W/ RING SHANK NAILS OR CONNECTORS BACKYARD PRODUCTS, LLC 19 x B' GABLE. OF SUFFICIENT CAPACITY TO RESIST THE A ANY DEVIATION AND MODIFICATION A UPLIFT DEVELOPED IN THE PLYWOOD (...or other approved fastener...) =�-,-�---- Z--\ - - \ 17 Minimium TYPICAL MONOLITHIC SLAB () SECTION ALL AROUND SEE NOTE 1 *** (1) Anchor Minimum On *** Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL SCALE: 1' = 1'-0' SCALE: 1" = V -T 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 BE USED AT ALL HORZ. PANEL JOINTS. BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, ' 3. PANELS SHALL BE ATTACHED TO BOTTOM A36 A.B., MIN, REBAR LAP = 201. PLATES & TOP PLATES, LOWEST PLATE SHALL BE 3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE ATTACHED TO FOUNDATION (OR BOND BEAM) W/ RING SHANK NAILS OR CONNECTORS BACKYARD PRODUCTS, LLC 19 x B' GABLE. OF SUFFICIENT CAPACITY TO RESIST THE A ANY DEVIATION AND MODIFICATION A UPLIFT DEVELOPED IN THE PLYWOOD STRICTLY PROHIBITED. SHEATHED WALLS, 4. WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS 1` r. ' _l=`� _��';`; FRIAR �! OR CONNECTORS SHALL BE USED TO _ RESIST THE APPROPRIATE UPLIFT LOADS.Jr f'¢y),�,)41I A Ro�7cha �IoWI Z, P.E. 1 LENBL)RN9E LANE TO WHOM IT ERN: THIS STRUCTUREUCTURE 13 DESIGNED IN CONFORMANCE WITH SECTION OF THE BACKYARD 1 O' x 8' COWES KENSINGTON L ,8348- .v KSTONMI -4 2010 FLORIDA BUILDING CODE PRODUCTS, LLC. GABLE STYLE SHED (248) 625-3362 FOR WIND LOADS, II= 6pggr.. suE ^ssEdward Holmes 1000 TerneY Dr. �-1 D i �Yd, (248) 620-4515 FAX FLORIDA REG. # 355'59 Monroe, MI 48162 Scott ere tfeid June 3, 2013 skwB As Noted (734) 242.6900 srEBT 1 Of 1 GABLE FLA