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rairk mamma INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee p,'v Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND BUILDING PERMIT NEEDS TIE DOWNS AND HYDROSTATIC VENTING DATE ISSUED: 09 -17 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION 10x20 ACCESSORY STRUCTURE 1210 HWY 80 DAVID R. CHATI 1210 US HIGHWAY 80 TYBEE ISLAND GA 31328 -9772 912 - 786 -4368 DAVID R. CHATI 1210 US HIGHWAY 80 TYBEE ISLAND GA 31328 -9772 P $ 100.00 PIN 4- 0026- 11 -017A $3,254.00 PERMIT #: 130579 TOTAL BALANCE DUE: $ 100.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org /3 -0571 City of Tybee Island, Georgia 912 -472 -5030 Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT Property Address:I ?'L WS 1�,�l�wE, /$;0` Ls4i A PIN: 4/- 60-26- /1- 0/ 74 01 ' 11 PI e/ ❑ Single Family ❑ Duplex ❑ Multi- Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled 0 Demolition or Relocation Other 5-4 e ,/ A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: 1 tl e: t.�r, �� C WITH -TIM t GOt S A-1•)6 14� G -1G iJ I3ez (J_ to xzo Estimated Cost of Construction: $ '/ % ( (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: _) G / 1 Listed on National Historic Register or located within a National Historic District? Y / ISG • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. 1 realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage impaired by this permitted construction. Date: Signature: ,a rinted Name of Applicant: r R c { Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Sig W&I_A FEES Permit I 0 0 - Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL t 0 0 • Name Mailing Address Telephone Owner i' C. ,4. I 1U a S /Ls 4 Ase,v 6i, l 1„ Li/4 Home: '.l l .� - 7 i', -, y�3e y ,Cell: '// -- - -9l% cn)s- Architect or Engineer Office: Cell: Contractor r � cm c/ No L,l S , s--6c, 1 0,. -c',, f 4 {) , An,' ,,,,,,,s Office: C l 2- q; 7; J s' Cell: - V1,1,1 01 ' 11 PI e/ ❑ Single Family ❑ Duplex ❑ Multi- Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled 0 Demolition or Relocation Other 5-4 e ,/ A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: 1 tl e: t.�r, �� C WITH -TIM t GOt S A-1•)6 14� G -1G iJ I3ez (J_ to xzo Estimated Cost of Construction: $ '/ % ( (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: _) G / 1 Listed on National Historic Register or located within a National Historic District? Y / ISG • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. 1 realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage impaired by this permitted construction. Date: Signature: ,a rinted Name of Applicant: r R c { Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Sig W&I_A FEES Permit I 0 0 - Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL t 0 0 • LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * * * BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://wvwv.gaswcc.org/docs/field_manual_4ed. pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood _posts} post spacing, Type C or A. Signature for receipt of Lead Paint, Asbestos, and BMP notices Date Printed Name 0 0 -J a CMF U. S. HIGHWAY 80 S 83° 28' 00' E 1 I 5' 1 65.02' LOT 34 I' IPF w w CC M N 83°26' 45' W 55. 01" CMF S w.. ✓s I- bL r, 5- f f- I r .F' r- u v- M ?rte p u"l-y l% FEMA COMPLIANT ENGINEERED FLOOD VENTS FLOOD SOLUTIONS MODEL "F" RODENT SCREEN INSECT SCREEN BLADE WITH STORM DRIP WATER STOP OVERLAP WALL FLANGE MOUNTING HOLES MOUNTING HOLES 1" 1 1 /4" BLADE WITH STORM DRIP RODENT SCREEN INSECT SCREEN WATER STOP FEMA Compliant Engineered Flood Vents meet FEMA requirements when installed properly. • Use at least 2 flood vents per enclosed area below flood grade, installed on at least two separate walls. • The bottom of the flood vent opening must not be higher than 12 inches above the grade. • At least 1 square inch of engineered opening for every 1 square foot of enclosed space. • An engineered certificate from the state in which the building is located is required for all engineered openings without ICC -ES certification. Qty Model Minimum Opening Required Engineered Opening Covers 1412 -F 14 -1/2 "Wide x 12 "High 145 sq ft 1608 -F 16 "Wide x 8" High 124 sq ft 1616 -F 16 "Wide x 16 "High 221 sq ft 2412 -F 24 "Wide x 12 "High 274 sq ft 2416 -F 24 "Wide x 16 "High 362 sq ft 3208 -F 32 "Wide x 8 "High 252 sq ft Finishes Black Kynar Light Grey Kynar Light Tan Kynar White Kynar No Finish (for field painting) Frame: 1 -1/4" DEEP, 1" Front Flange; heavy gauge extruded aluminum sections, minimum .125" thickness Blades: Heavy gauge extruded aluminum sections, minimum .063" thickness Construction: Extruded aluminum sections mechanically fastened Insect /Rodent Screen: Heavy -duty aluminum insect & rodent screen; rear mounted FEMA Compliant Engineered FlocdVents FLOOD SOLUTIONS, LLC. One Industrial Park Drive Bldg. 27 Pelham NH, 03076 Toll Free: 1- 800 - 325 -9775 In NH: 603 - 595 -5222 Fax: 603 - 595 -4778 www.floodsolutions.com info @floodsolutions.com PROJECT: CONTRACTOR: RETAILER: DATE: Ir "An Approved Set of Plans Must Remain on Job Site at All Times" ,l+urrr'rr u;: SITE INSTALLED ITEMS H HOUSE BOX 830 SWAINSBORO, GEORGIA 30401 REVIEW FOR CODE COMPLIANCE Every effort has been made to Identify code violations, no oversight by the r>lviewer sha11 be construed a� authority to violate, canoe', alter r bet' FOR APPROVAL STAMPS any applicable codes or ordinances. le review and pormlt should not be construed as $ warranty re ul rantee. Hovland Ay ND! JJ_,,•J//l P,nallo.fi< "APPROVED" "'' "ea ay R�= h B3c4e+n 1. Bullocb Atslniur Building Plan. Eaunduer Flurldu Cet*15»st. 3 I l MIASTER P .I4ti STANDARD WOOD SHED 150 MPH NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION, ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. I. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM, 2. RAMPS, STAIRS, AND GENERAL ACOE55 TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE EUILDING, V�G /A STEREO )r P 1t BROFESSONAI S C pP�i/ SHEET INDEX SHEET NUMBER SHEET TITLE G -I COVER SHEET G -2 NOTES A -I FLOOR PLAN A -2 FLOOR FRAMING PLAN AND CHART A -3 BUILDING SECTIONS AND CHARTS A -4 ENDWALL FRAMING A -5 SIDEWALL FRAMING AND DETAILS A -6 OPTIONAL WALL FRAMING A -1 DETAILS A -e SECTION AN DETAILS A -4 CHART AND SECTION A -10 DETAILS AND SECTION A -I I HEADER SECTIONS AND CHART A -12 PORCH OPTION PLAN AND SECTION A -I3 OPTIONAL PORCH FRAMING PLANS A -14 OPTIONAL PORCH ELEVATION AND DETAIL THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE PREID S. CARawEll, P.E. FLORIDA# 15601 1000 SOUTH BELCHER ROAD INDIANA# 20335 BLDG -A / UNIT #11 LOUISIANA# 20545 LARGO, FLORIDA 33111 MISS /5SIPPI# 5425 VOICE: 727 -524 -1405 N. GAROLINA# IH05 FAX 121 -524 -1294 TEXAS* 54100 ALABAMA #14469 GEORGIA# 14241 '' 1w; .OIPLY WITH THE SaTD ND THE IRC ONE AND TWO FAMILY DWELLING CODE 200/. EDITION AND STATE OF GEORGIA AMENDMENTS l HAND' HOUSE STANDARD WOOD 61150 150 MPH P.O. BOX 93D SiNAIN5BOR0, GEORGIA 50401 (415) 231 -6700 COVER SHEET 11 1 i DOCUMENT DESIGN CRITLef IA (HIP-GABLE ROOF; I. WIND VELOCITY 150 MPH 2. WIND IMPORTANCE FACTOR 0.17 3. BUILDING CATEGORY I 4. WIND EXPOSURE C 5. INT. PRESSURE COEFFICIENT t 0.18 b. ENCLOSURE CLASSIFICATION ENCLOSED 1. BASED ON HEIGHT 5 FEET 5. OVERHANG NO 9. COMPONENTS AND CLADDING - ROOF LOAD (ZONE #1) -54.4 P5F - ROOF LOAD (ZONE #2) -54.2 P5F - ROOF LOAD (ZONE #5) -87.9 P5F - MALL LOAD (ZONE +14) -40.6 P5F - WALL LOAD (ZONE #5) 10. FLOOR DESIGN LIVE LOAD FLOOR DESIGN DEAD LOAD 11. ROOF DESIGN LIVE LOAD ROOF DESIGN DEAD LOAD 12. WALL DESIGN DEAD LOAD 13. CONSTRUCTION TYPE -50.2 P5F 15/125 PSF 12 P5F 20 P5F B P5F 6 PSF B 14. WILDING OCCUPANCY UTILITY SHED 15. FIRE RATING EXT. WALLS 0 16. ALLOWABLE NUMBER OF FLOORS 11, THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES AND ALL THERE AMENDMENTS. - FLORIDA BUILDING CODE - 2001 - FLORIDA MECHANICAL CODE - 2001 - FLORIDA PLUMBING GODS - 2001 - FLORIDA ACCESSIBILITY CODE - 2001 FLORIDA EXISTING BUILDING CODE - 2001 - FLORIDA FUEL AND SAG CODE - 2001 - FLORIDA FIRE PREVENTION CODE - 2007 - NATIONAL ELECTRIC GODS - 2006 - NFPA 101 LIFE SAFTEY CODE - 2006 aeet plans on II le at NOI headquarters rYe•Mpp Sr eM to/ 004 71,000 Fnnta cr-,ppiy 440) the Soria M.onWacunsd Bld Ad *NO adopinn Coda am Aquifer* In Ow fo#0WI( Conon2Ylon 7 pr Aliowapte t boom Wind VO4pet y Rre ReMep of C. b/k .Pkn•ta.7'57 i:'lv 400». Flow Load /ys App:awn la ' " Wafer. Avow. of this Decennial noes not Asthenia a A5pro.a any Deviation From Wa rinsilesnisnis of appaupe Bens tows JDA 1 /II /II REVISED STRAPPING FASTENING REV 13Y DATE 009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 7-/6 -1/ DATE. DRAWN BY: CHECKED BY: SCALE. 2/24/04 DE5CR1PTfON JDA PSG AS NOTED W.O. NO 451 -022 All EleCi7icaB inGtalletico i uat comply with The N5ttrond TIctrlc Code 2/ Edition and Mate of Georgia Armandmi„tz SHEET C -1 OF lb 11 GENERA1. NOTES I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE (F.B.G.) YU 2009 AMENDMENTS. WIND LOADING DESIGNED IN ACCORDANCE WITH ASCE -1 -05. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE, 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLOWS. FLOOR JOISTS 2x4 S.Y.P. *2 12% TO 15% MOISTURE CONTENT 2x6 S.Y.P i2 12% TO 15% MOISTURE CONTENT WALL STUDS 2x4 S.Y.Rut 12% TO 15% MOISTURE CONTENT ROOF RAFTERS 2x4 S.Y,P *1 I2% TO 15% MOISTURE CONTENT COLLAR BEAMS 2x4 S.Y.P.01 12% TO 15% MOISTURE CONTENT WINDOW SILLS 2x4 S.Y.P!11 12% TO 15% MOISTURE CONTENT 6. ALL THE FOLLOWING LUMBER SHALL BE PRESSU', TREATED SKIDS, FLOOR JOIST AND %" T 6 6 PLY WOOD FLOOR DECKING. 7. TRUSS DESIGNED TO SUPPORT D.L. * L.L. 8. SEISMIC PERFORMANCE EXPOSURE &ROU ATEGORY - A. 9. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 P51 MINIMUM YIELD STRENGTH. 11. ROOF SLOPE SHALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. 12. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUDS, 13. FOR ROOFS WITH A SLOPE BETWEEN 2.0 TO 12 AND 4,0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1501.2.6 OF F.B.C, 2001. 14. GALVANIZED STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE (0.015 INCHES) SHANKS WITH A MINIMUM ° /d' DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING 3/4° OR THROUGH THE THICKNESS OF THE SHEATHING. 15. ROOF ALTERNATE 0.014" ALUMINUM OVER 545" PLYWOOD OR 0.5.B. SHEATHING MAY BE USED AS A METAL ROOF. 16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLES OVER 5/8" PLYWOOD OR 0.5.8. WITH 2 LAYERS OF 15 LB. FELT. 11. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. 71 -11 SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD. 18, TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES. 14. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, 20. DOOR SHALL BE 2 I /4" x 11 /16" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60" x 72" ALUMINUM DOOR, 30" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS, TYPE SIZE, QUANTITY AND LOCATION MAY VARY. 21. BUILDING 15 CLASSIFIED AS UTLITY SHED. 15/125 P.S.F. FLOOR LIVE LOAD. (NOT FOR HABITATION) 22. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 23. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED FASTENERS. i)alc Aryn' AREA FOR APPROVAL STAMPS Mao No. . 1'0 L-,L �2 .-rnJ O,r� @Ic4ud L. Dullocl[ N' NuildWa P18011 £, omI021' Flurldx CKtiliculc WSW Moe ND1 APPROVED" DOCUMENT JDA 1 /11 /1I REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. cARL7UJEL1..., P.E. ALABAMA* 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOU151ANA* 20548 MISSISSIPPI* 8925 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELGHER ROAD BLDG -A / UNIT RI LARGO, FLORIDA 33171 VOICE. 121 -524 -1105 FAX. 121 - 524 -1219 1 NANDI HOUSE STANDARD I4000 SHED 50 MPH P.O. BOX 830 SPIAINSBORO, GEORGIA 30401 (478) 237 -6708 NOTES THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK • DATE, 2/24/04 DRAWN BY: JDA CHECKED SY: ESC SCALE, AS NOTED W.O. NO. 451 -022 SHEET C-2 2 OF lb 7/140(111 4 11 4R PM ELECTRICAL NOES L WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAG UNIT(5) INSTALLED. ALL WIRING TO BE IN ACCORDANCE NTH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE GONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO NAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM 10' -0" COPPER GLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATIONS OF I" OR LARGER SHALL HAVE PLASTIC INSULATED BUSHINGS. 6. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST EDITIONS. 1. HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAG EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER, 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH 55C. 110 -1 OF THE NEG BY A LOCAL ELECTRICAL CONSULTANT. 1. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE '12 THHN SOLID GREEN. 11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN AGGORDANGE:WITH ,. . ARTICLE 210.8(A)(2) NEC-08. C,,,,,,, ■ AROL I41/ •0„S S I O,y,..1 11, 0:a° $° 1,IIT9 FNGIN�.•p P _ 11'40 S..GP : rr ELECTRICAL SYMBOLS DUPLEX RECEPTACLE 120V 14) INCANDESCENT LIGHT WITH I -60M BULB 0 JUNCTION BOX $ SWITCH WP WEATHERPROOF SWITCH WITH RECEPTACLE -rR OUTLET 120V Id )1, 5' MAX. 16" TO 24 .n n 4 h ❑ m m u n �\��WINDOW HEIGHT 2x4 5YP pl VERT. = / LOCATION AND WALL STUD / QUANTITY MAY VARY 32" MINIMUM (CLEAR), 60" z — — , AND ARE OPTIONAL WIDE MAXIMUM 6' 0" HEIGHT, ‘".. DOOR LOCATION MAY VARY SEE VARIOUS END WALL = SEE VARIOUS END WALL r SECTIONS WITH DOORS, SECTIONS FOR VERTICAL\ J 4'-0" DOOR MAX FOR 6' ' UNIT AND 6' -0" DOOR MAX ., WALL STUD LOCATION PLYWOOD FLOOR FOR 8' UNITS DECKING SEE 2/A -2 — FOR THICKNESS I / / 32" MINIMUM (CLEAR), 2x4 SYP'1 P.T. 60" HIDE MAXIMUM SOLE PLATE 6-0" HEIGHT, DOOR R ) LOCAION M/�Y VAR n HP OPTIONAL ELECTRIC TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT 6-0" TO 50' -0" MAX. . Wir 6-0" - 8' -0" WIDE MLOOR PLAN SCALE: N.T.S. NOTE: ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. AREA FOR APPROVAL STAMPS 1i•...,..,.._4 /2. O I l I�7 AR.wod By iM- rt .4�.. ..__ Richard L. Oulloch &der ➢uUdll1 Mane Examiner Mudd* CarlEkcl< 561L8( NDI "APPROVED' DOCUMENT JDA 1 /11 /1I REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. C14RDUJELL, P.E. ALABAMA' 14461 GEORGIAN 14241 FLORIDAn 15601 INDIANA' 20338 LOUISIANA' 20548 MISSISSIPPI' 8125 N. CAROLINA' 11108 TEXAS,' 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT '11 LARGO, FLORIDA 33111 VOICE: 121-524-1105 FAX: 121 - 524 -1299 HANOI HOUSE STANDARD WOOD SHED 50 MPH PO. BOX 830 SWAINSBORO, GEORGIA 30401 (418) 231-6108 PLOOR PLAN THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK, DATE: 2/24/09 DRAWN BY: JDA CHEGKED BY: FSG SCALE: AS NOTED W.O. NO: 451 -022 SHEET 4 -1 3 OF 16 SKID LAYOUT 15/ 125 P5F LIVE LOAD 5YP *2 WIDTH JOISTS A 5 5' -5" 2x4 AT 15" 0.G. 14 40" 7' -8" 2x4 AT 16" 0.0. 16 60" 9P-8" 2x6 AT 16" 0,G. • IB' 80' 2x6 AT 16" 0.0. " 25 90 WIDTH 15/ 125 P5F LIVE LOAD 5YP 4$2 J015T5 A 9' -8" 2x4 AT 24" O.G. " 18 40" 9' -8° 2x6 AT 24" 0.G. " 18" 40" 11'-8" 2x6 AT 24" 0.G. " 25" 45" 13' -8" 2x10 AT 24" 0.0. " 37 45 15/ 125 P5F LIVE LOAD 5YP *2 WIDTH JOISTS A 5 G 13' -8' 2x6 AT 16" 0.0. 15 45' 22 • UP TO W -0" LONG " USE 3/4" PLY WOOD FOR 13' -8" WIDE, 11' -8" WIDE AND 9' -8" WIDE OVER 16' IN LENGTH AND 5/8" FOR ALL OTHERS A 8 L WIDTH ),, A / / A )r, 5 ), 5 WIDTH L / / / B I, B WIDTH / N Ark 0 �i r(2) 2x6 P.T. 5YP #2 SKID OR OPTIONAL 4x6 P.T. 5YP #2 2x RIM JOIST 5EE CHART 2/A -2 \I; r� 5EE CHART 2/A -2 N 2x J015T5 5EE CHART 2/A -2 -I ears, 5EE CHART 2/A -2 ' 6' -0" TO 50' -0" MAX. SINGLE W1DE TYPICAL FLOOR (2) 2x6 P.T. 5YP #2 5KID OR OPTIONAL 4x6 P.T. 5YP #2 k FR14MING PLAN 5CALE: N.T.5. A AREA FOR APPROVAL STAMPS 112,0h) L y roved ItY l4K5fd1!� .. ... • lllcta,d L. IN,IIacl diner DuthlIng Plno" Examluer FlurlOIO Co,9Lo oto YitlP3tr "APPROVc�' DOCUMENT JOA 7/11/11 REVISED STRAPPING FASTENING REV EfY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING. CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND OUST OF 150 MPH. FRED S. C14RDUJELL, ALABAMA #14469 GEORGIA# 14241 FLORIDA# 15607 INDIANA# 20338 LOUISIANA# 20543 MI55155IPPI# 5425 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLOR1DA 33771 VOICE. 727- 524 -1905 FAX, 727 - 524 -1299 HANOI H0U6! STANDARD WOOD SHED 150 MPH P.O. BOX 830 SWAINSBORO, GEORGIA 30401 (475) 237 -6708 FLOOR FRAMING PLAN AND CHART THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE, 2/24/04 DRAWN BY, JDA CHECKED BY: FSG SCALE: AS NOTED W.O. NO, 457 -022 SHEET 4 OF 16 20 GA. UPLIFT STRAP NAILING SCHEDULE FOR WALL STUDS (NAILS IN WITHDRAWAL) 24" O.G. DRAWN BY: 16" O.G. BLDG. WIDTH WIND SPEED NUMBER OF NAILS EACH END OF STRAP 0.131 "x2Ya" BLDG. WIDTH 141N0 SPEED NUMBER OF NAILS EACH END OF STRAP 0.131 "x2Y." 13' -8" 150 10 13' -8" 150 7 11' -8" 150 8 II' -8" 150 6 10' -0" 150 7 10' -0" 150 5 8' -0" 150 6 8' -0" 150 4 6' -0" 150 5 b'-0" 50 3 CHART N.T.S. ROOF RATER CHART SYF #I 24" O.G. DRAWN BY: SYP #116" D.G. BLDG. WIDTH WIND SPEED RAFTER SIZE BLDG. WIDTH WIND SPEED RAFTER SIZE 13' -8" 150 2 x 6 13' -8" 150 2 x 6 11' -8" 50 2 x 6 11' -8" 150 2 x 4 10' -0" 150 2 x 4 10' -O" 150 2 x 4 8' -0" 150 2 x 4 8' -0" 150 2 x 4 6' -0" 50 2 x 4 6' -0" 150 2 x 4 w CHART N.T.S. 20 GA. UPLIFT STRAP NAILING SCHEDULE FOR WALL STUDS (NAILS IN SHEAR) 24" O.G. DRAWN BY: 16" O.G. 8L06. WIDTH WIND SPEED NUMBER OF NAILS EACH END OF STRAP 0,131" x 2 Y4" BLDG. WIDTH WIND SPEED NUMBER OF NAILS EACH END OF STRAP 0.131" x 24" 6-8" 50 8 13'-8" 50 5 11' -8" 150 7 11' -8" 150 5 10' -0" 150 6 10' -0" 150 4 8' -0" 150 5 8' -0" 150 3 sO. 6' -0" 150 4 6' -0" 150 3 ; - -Q • --, 4' -O" 2x4 COLLAR TIE 1;11 ( 01 !, ii il; THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THS 2Q0, FRED S. CARDWELL, P.E. ALABAMA 0 14464 GEORGIA# 14241 FLORIDA# 15607 INDIANA# 20338 LOUISIANA# 20548 MISSISSIPPI# 8425 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT 011 LARGO, FLORIDA 33171 VOICE, 727 - 524 -1405 FAX: 727 - 524 -1211 PLYWOOD SHEATHING SEE CHART 2/A -2 HURRICANE CLIP EACH END OF SKID TO FLOOR JOISTS 5-8" TO 13' -8" w TYPICAL SECTION SCALE 1/4" _ 1' -0" 2 I/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH 1/4 " -14 x 3/4" FIWH TRAXX/I AT 12" O.G. 2x SYP 01 RAFTERS AT lb" OR 24" 0.G. SEE CHART 3/A -3 2x4 SYP 01 STUDS AT 16" OR 24" O.G. --- 2 1/2" x 1/2" CORRUGATED PANELS (FASTENED V 18 x 11/2" 1^1000 SCREW AT 6" 00. (OR EQUAL) 1x4 SYP 01 DADO FASTENED 14/ (3) .0131 x 3 y" GUNNAILS AT EAGH STUD 1x4 SYP 01 AT 4' -O" O.G. DADOED INTO FLOOR JOIST 2x4 SYP 111 CONTINUOUS BOTTOM PLATE 2x FLOOR JOISTS SEE CHART 2/A -2 FOR SIZE AND SPACING (2) 2x6 P.T. SYP 02 SKID OR OPTIONAL 4x6 P.T. SYP 02 AREA FOR APPROVAL STAMPS /12-6/ 11 YIgo wed � SIc3aM 5. Uullar4 War RuNdlu3 Plans Eaamlurr FlurUla CarlYk 4t 3.01e ..041 .)t "APPROVED" DOCUMENT MIME 111..1M ryM , JMEINIMMENCIESSIE 67421111111MMINIMIll IMMO JDA® • 1, <„ BY DATE REVISED STRAPPING FASTENING DESCRIPTION LORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. HANOI HOUSE STANDARD 14000 SHED 150 MPH P.O. BOX 830 51NAINSBORO, GEORGIA 30401 (478) 231 -6700 BUILDING SECTION AND CHARTS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 7-- .4c-a/ 'DATE, 2/24/04 DRAWN BY: JDA GHECKED BY. FSG SCALE. AS NOTED W.O. N0, 457-022 SHEET A -3 5 OF 1b " " " " " " " " " . 1 . " _ " �%" " " . _ " " O N . F O R H E A D E R S E E C H A R T 5 / A - I I ( T Y P I C A L ) I ���� ��' ��1 I r I ` E N D W A L L W I T H G A R A G E F R A M I N G S C A L E : 1 / 4 " = I ' - 0 " 1 x 4 S Y P # I D A D O F A S T E N E D W / ( 3 ) . 0 1 3 1 x 3 . 4 " G U N N A I L S A T E A G H 5 7 1 1 0 2 0 G A x 2 " S T R A P O N I N T E R I O R A N D E X T E R I O R O F B U I L D I N G F A S T E N E D W / 0 . 1 3 1 m G U N N A I L S A T E A C H S T U D ( S E E C H A R T 2 / A - 4 ) 5 - 8 " T O 1 3 - 8 " E N D W A L L W I T H W I N D O W F R A M I N G S C A L E : I / 4 " = I ' - 0 " 1 x 4 S Y P # I D A D O F A S T E N E D k V ( 3 ) . 0 1 3 1 x 3 4 " G U N N A I L S A T E A C H S T U D I I 2 0 G A x 2 " S T R A P O N I N T E R I O R A N D E X T E R I O R O F B U I L D I N G F A S T E N E D I N / 0 . 1 3 1 4 G U N N A I L 5 A T E A C H S T U D ( 5 E E C H A R T 2 / A - 9 ) 9 T Y P I C A L E N D W A L L F R A M I N G S C A L E : I / 4 " = I ' - 0 " i - , i u I M A X . F R F O R S I L L 1 6 5 E i E 6 C H A R T e ��e �� ) I �% 2 0 G A x 2 " S T R A P O N I N T E R I O R A N D E X T E R I O R O F B U I L D I N G F A S T E N E D W / 0 . 1 3 1 0 G U N N A I L S A T E A C H 5 1 1 . 0 ( S E E C H A R T 2 / A - 9 ) 1 1 9 ' - 8 " T O 1 3 - 8 " I ! w E N D W A L L W I T H W I N D O W F R A M I N G S C A L E : 1 / 4 " = I ' - 0 " 1 x 4 " ' D A D O F A S T E N E D W / ( 3 ) . 0 1 3 1 x 3 Y a " G U N N A I L S A T E A C H 5 1 1 . 0 I X I : . n f a A R E A F O R A P P R O V A L S T A M P S - 1 / 1 / 1 / n P l p D N 0 . / / & N O . 0 2 y " r e d B y y 1 u l c 4 = . d L I l u l l e c t c . l s r 6 u l l d h > P l a n e E x e m i u t t D o d d s C w 1 h ' k c t c u t u t e 1 N D I " A P P R O V E D D O C U M E N T P R O F I S S I O N N ' I 1 �� c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n I 1 I 1 1 : I U �� " I ' F S C I ' F F i l . W . O . N O : 4 5 1 - 0 2 2 1 1 1 i 5 ' - 8 " T O 1 3 ' - 8 " 2 0 G A x 2 " S T R A P O N I N T E R I O R A N D E X T E R I O R O F B U I L D I N G F A S T E N E D I N / 0 . 1 3 1 4 G U N N A I L 5 A T E A C H S T U D ( 5 E E C H A R T 2 / A - 9 ) 9 T Y P I C A L E N D W A L L F R A M I N G S C A L E : I / 4 " = I ' - 0 " i - , i u I M A X . F R F O R S I L L 1 6 5 E i E 6 C H A R T e ��e �� ) I �% 2 0 G A x 2 " S T R A P O N I N T E R I O R A N D E X T E R I O R O F B U I L D I N G F A S T E N E D W / 0 . 1 3 1 0 G U N N A I L S A T E A C H 5 1 1 . 0 ( S E E C H A R T 2 / A - 9 ) 1 1 9 ' - 8 " T O 1 3 - 8 " I ! w E N D W A L L W I T H W I N D O W F R A M I N G S C A L E : 1 / 4 " = I ' - 0 " 1 x 4 " ' D A D O F A S T E N E D W / ( 3 ) . 0 1 3 1 x 3 Y a " G U N N A I L S A T E A C H 5 1 1 . 0 I X I : . n f a A R E A F O R A P P R O V A L S T A M P S - 1 / 1 / 1 / n P l p D N 0 . / / & N O . 0 2 y " r e d B y y 1 u l c 4 = . d L I l u l l e c t c . l s r 6 u l l d h > P l a n e E x e m i u t t D o d d s C w 1 h ' k c t c u t u t e 1 N D I " A P P R O V E D D O C U M E N T P R O F I S S I O N N ' I 1 �� c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fie.• �1CL pS 'ip_^ No 151, 0 •• 1' 7. 70 :1411 OF '4445.' (I) 3/5" x 4" LAG SCREW I" FROM STUD (2) 20 GA 11/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (4) 0,131 x 2.25" GUNNAILS INTO 5T110 ON EACH STRAP SIDE WALL OPENING FRAMING SCALE: 1/4' = I' -0" (2) 20 GA 1 1/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (6) 0.131 x 2.25" GUNNAILS INTO STUD IN EACH STRAP NOTE: I. STRAPPING TYPICAL FOR TOP AND BOTTOM OF 511.1D 2. ON 3' WIDE OPENINGS AND SMALLER ONLY (I) 5TUD AND STRAP 15 REQUIRED (2) 20 GA 11/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (5) 0.131 x 2.25" GUNNAILS INTO STUD IN EACH STRAP AREA FOR APPROVAL STAMPS r? 26'11 1'Iru NO. P� 1swed BY�D_6Ita7, tticltx,d L. Bullock PuiWkq Pions Exawluer florklo CsrIBlu! $MP ma NDI "APPROVED" DOCUMENT IRV ENDWALL WITH 15" DOOR (3) 20 GA 11/2" STRAPS AT EACH STUD (3 TOTAL) W/ (3) 0.131 x 2.25" GUNNAILS IN EACH END OF STRAP STRAPPING SCALE, 3/4" = (I) 3/8" x 4" LAG SCREW I" FROM 5TUD SIDE WALL OF 5' -8" 4 1' -5" WIDE UNITS W/ 5' DOOR p STRAPPING SCALE: 3/4" = I' -0" (2) 3/8" x 4" LAG SCREWS, I" FROM 5TUD SIDE WALL OF 9' -6' 4 11' -8" WIDE UNITS WITH 5' DOOR STRAPPING SCALE 3/4" = w (2) 3/5" x 4" LAG SCREWS FROM STUD SIDE WALL OF 13' -8" WIDE WITH 12" DOOR STRAPPING SCALE, 3/4" = 241 /49 rk- '2. ° SER! ':ie: NO. 111 ar s..r A, PROFESiONAL T \X4, fcQ y-; . e r• I -FDA- <�Jfi'J-1 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDUJELL, P.E. ALABAMA#14461 GEORGIA* 14241 FLORIDA« 15601 INDIANA« 20338 LOUISIANAN 20545 MIS5155IPPIB 5125 N. CAROLINA# 11105 TEXASs 54100 BLDG - 5OUTUMBE T #LGHER ROAD LARGO, FLORIDA 33111 VOICE. 121-524-505 FAX 121- 524 -1211 NANDI NOUSE STANDARD WOOD SHED 150 MPH P.O. BOX 830 SWAINSBORO, GEORGIA 30401 (415) 231 -6108 SIDEWALL FRAMING AND DIETAILB THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 71. —// DATE: 2/24/09 DRAWN BY: JDA CHECKED BYE FSG SCALE: AS NOTED W.O. NO: 451-022 SHEET OF 16 >MAX'f r( 24 42" MAX \— FOR HEADER SEE CHART 30.5' MAX ' ., 15.5" MAX. 5 /A -I I (TYPICAL) 50" MAX i —(MAX — >' 2x4 5.1'?. #2 JACK EA STUD EACH SIDE f ! Q z f 1 II II SILL HEIGHT 2x4 SYP 31 x4 SYP 4I DADO FASTENED W/ (3) .0131 x 3)'4" GUNNAILS AT MAY VARY JACK 5TUD 2' -0" MIN. EACH 510E EACH STUD ,,cceNlllrryrr 50' -0" MAXIMUM LENGTH :fie.• �1CL pS 'ip_^ No 151, 0 •• 1' 7. 70 :1411 OF '4445.' (I) 3/5" x 4" LAG SCREW I" FROM STUD (2) 20 GA 11/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (4) 0,131 x 2.25" GUNNAILS INTO 5T110 ON EACH STRAP SIDE WALL OPENING FRAMING SCALE: 1/4' = I' -0" (2) 20 GA 1 1/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (6) 0.131 x 2.25" GUNNAILS INTO STUD IN EACH STRAP NOTE: I. STRAPPING TYPICAL FOR TOP AND BOTTOM OF 511.1D 2. ON 3' WIDE OPENINGS AND SMALLER ONLY (I) 5TUD AND STRAP 15 REQUIRED (2) 20 GA 11/2" STRAPS W/ (3) 0.131 x 2.25" GUNNAILS INTO RIM JOIST AND (5) 0.131 x 2.25" GUNNAILS INTO STUD IN EACH STRAP AREA FOR APPROVAL STAMPS r? 26'11 1'Iru NO. P� 1swed BY�D_6Ita7, tticltx,d L. Bullock PuiWkq Pions Exawluer florklo CsrIBlu! $MP ma NDI "APPROVED" DOCUMENT IRV ENDWALL WITH 15" DOOR (3) 20 GA 11/2" STRAPS AT EACH STUD (3 TOTAL) W/ (3) 0.131 x 2.25" GUNNAILS IN EACH END OF STRAP STRAPPING SCALE, 3/4" = (I) 3/8" x 4" LAG SCREW I" FROM 5TUD SIDE WALL OF 5' -8" 4 1' -5" WIDE UNITS W/ 5' DOOR p STRAPPING SCALE: 3/4" = I' -0" (2) 3/8" x 4" LAG SCREWS, I" FROM 5TUD SIDE WALL OF 9' -6' 4 11' -8" WIDE UNITS WITH 5' DOOR STRAPPING SCALE 3/4" = w (2) 3/5" x 4" LAG SCREWS FROM STUD SIDE WALL OF 13' -8" WIDE WITH 12" DOOR STRAPPING SCALE, 3/4" = 241 /49 rk- '2. ° SER! ':ie: NO. 111 ar s..r A, PROFESiONAL T \X4, fcQ y-; . e r• I -FDA- <�Jfi'J-1 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDUJELL, P.E. ALABAMA#14461 GEORGIA* 14241 FLORIDA« 15601 INDIANA« 20338 LOUISIANAN 20545 MIS5155IPPIB 5125 N. CAROLINA# 11105 TEXASs 54100 BLDG - 5OUTUMBE T #LGHER ROAD LARGO, FLORIDA 33111 VOICE. 121-524-505 FAX 121- 524 -1211 NANDI NOUSE STANDARD WOOD SHED 150 MPH P.O. BOX 830 SWAINSBORO, GEORGIA 30401 (415) 231 -6108 SIDEWALL FRAMING AND DIETAILB THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 71. —// DATE: 2/24/09 DRAWN BY: JDA CHECKED BYE FSG SCALE: AS NOTED W.O. NO: 451-022 SHEET OF 16 Ft--0 5TE NO. 1420 PROFESS 6''VGINEj GA/ 'MITEK' 0 AALPINE' PLATES EACH SIDE OF ASSEMBLY EMBEDDED HYDRAULIGALLY OR BY ROLLER PRESS 0 ° SEAL N0. 11108 9,,;...NGINF 'y>' ............. ......... . ROOF /WALL ASSEMBLY PLATE LOCATIONS U 14° ROOF PITCH (TYP) 1x4 5YP 41 AT 4•-0" 0.G. DADOED INTO FLOOR JOIST (2) 2x6 P.T. 5YP #2 SKID OR OPTIONAL 4x6 P.T. SYP #2 PLATE DESIGNATIONS A 3.0" x 5.0° M -20 GA. B 3.0 "x5.0 "M -I6 GA. © L 'MITEK' OR 'ALPINE' PLATES EACH SIDE OF ASSEMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER PRESS �` 2x4 5YP NI TOP I� ,� ,_•r_, 20 GA x 2" STRAP ON -;•,:��� INTERIOR AND EXTERIOR OF BUILD/N6 FASTENED W/ 0.1310 GUNNAILS AT EACH STUD (SEE CHART 21A -9) PREFAB. TRU55 \--1x4 5YP #1 DADO FASTENED IN/ (3) .0131 x 3 Y" GUNNAILS AT EACH STUD OPTIONAL END WALL FRAMING 2x4 5YP #1 TOP FE PREFAB. TRUSS 20 GA x 2" STRAP ON INTERIOR AND EXTERIOR OF BUILDING FASTENED WI 0,1314) GUNNAILS AT EACH STUD (SEE CHART 2/A -4) NOTES: 1. THE NUMBER OF STUDS MAY VARY DUE TO SIZE OF OPENING 2. STUD SPACING MUST NOT EXCEED 24" 0.0, 3. WINDOW SIZE VARIES FROM 21" TO 38" VERTICAL DIMENSIONS 4. FOR HEADER AND SILL DETAILS SEE SHEET A -II TYPICAL ROOF/WALL FRAMING SCALE I/4" = 1' -0" SCALE, I/4" = I' -O` 1x4 5YP 41 DADO FASTENED W/ (3) .0131 x 3 Y4" GUNNAILS AT EACH STUD OPTIONAL END WALL FRAMING SCALE: I/4" : P -O" •ea. n AREA FOR APPROVAL STAMPS )% ZeIl . Plnu No.g��7 "p1''Y. a.ed Rir4erd L. OullurS tiler u#.11:>a Plena Exenduer Floral. CMOkote Sklj? 053 NO1 APPROVED" DOCUMENT 1111 I1. 0 '0 "01) 101 ^.. .ic I JDA 1 /11 /II REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE 0E5IGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 20001 SUPPLEMENTS FOR A THREE SE00ND GUST OF 150 MPH. FRED S. CARDUJELL, P.E. ALABAMA #14464 GEORGIAN 14241 FLORIDA# 15601 INDIANA# 20338 LOUISIANA# 20548 MISSISSIPPI# 8925 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #II LARGO, FLORIDA 33111 VOICE: 121 -524 -1405 FAX: 121- 524 -1249 FIANDI HOUSE STANDARD WOOD 5450 150 MPH P.O. BOX 850 SWAINSBORO, GEORGIA 30401 (478) 257 -8705 OPTIONAL WALL FRAMING THI5 DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 7- /6 -ir DATE: 2/24/04 DRAWN BY: JDA CHECKED BY: FSG SCALE: AS NOTED W.O. NO: 457 -022 • SHEET 8 OF 16 2x4 SYP #I BOTT. PLATE PLYWOOD SHEATHING SEE CHART 2/A -2 20 GA. STRAP SEE CHART 2/A -3 FOR FASTENING INTO STUD AND (3) 0.131 x 2 I/4" GUNNAILS INTO RIM JOIST 1/4" x 4" LAG SCREM AT I" OFF EACH SIDE OF EACH STUD SENGO K2.5 NAILS OR EQUAL AT 12" 0.G. STAGGERED ." EACH 5 (2) PT 2x6 5YP #2 OR OPTIONAL 4x6 P.T. 5YP #2 5YP RIM JOIST 5EE CHART 2/A -2 DETAIL 2x FLOOR 5YP. JOIST BEYOND SEE CHART 2/A -2 SCALE: I I/2" = I' -0" NOTE: USED ON EVERY WALL STUD TO CONNECT WALL TO ROOF VARIES 20 GAUGE GALV. TYPICAL BEND STEEL STRAP WITH 1" MIN. 0.131 "4, GUN NAILS EACH END OF STRAP. • 2' MIN SEE CHART 2/A -3 FOR QUANTITY OF NAILS. Mir HEADER STRAP DETAIL SCALE: I I/2" t 1' -0" 17, 3' 5EE DETAILS I d 2 SHEET A -8 SKID NAILING 12" DETAIL N.T.5, I I/2" NOTCH BUILDING SKID ISOMETRIC DETAIL (2) PT 2x6 SYP #2 OR OPTIONAL 4x6 P.T. SYP #2 5ENG0 K28 NAILS OR EQUAL AT 12" O.G. STAGGERED 6" FROM EAGH 510E 3 "x6" SPLIGE PLATE ON 3 OF 4 SIDES WHERE JOINT OGGUR5 WITH (5) SENGO K -28 OR EQUAL NAILS EACH SIDE (TYP.) N.T.S. AREA FOR APPROVAL STAMPS g_L L L Z {roved Blc11i d L. Bullock 1oddlr Bulldlus Plots 4Yeuduer Florida C1rIU1c ft 5MES;04 ND1 "APPROVED" DOCUMENT 1 JDA 1/11/11 REVISED STRAPPING FASTENING REV 81' DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDWELL., P.E. ALABAMA #14461 GEORGIA« 14241 FLORIDA# 15601 INDIANA# 20338 LOUISIANA« 20548 MISSISSIPPIII 8125 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELGHER ROAD BLDG -A / UNIT #II LARGO, FLORIDA 33111 VOICE: 121 - 524 -1405 FAX 121 -524 -1211 NANDI NOUN STANDARD WOOD SHED 150 MPH P.O. BOX 830 5WAINSBORO, GEORGIA 30401 (410) 231 -8108 DETAILS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 7'-/C DATE: 2/24/01 DRAWN BY. JDA CHECKED BY. F% SCALE: AS NOTED W.O. NO. 451 -022 SHEET 4 OF IS r 1/4" x 4" LAG SCREW (I) EACH 51DE OF EACH STUD 2x : • KING BETWEEN SKIDS SAME SIZE AS RIM JOISTS SEE CHART 2/A -2 3- 0.120 "4! x 3" NAILS AT 12" O.G. STAGGERED TOP 4 BOTTOM EA. SIDE FULL WIDTH FLOOR JOIST (FRONT HEADER) SEE CHART 2/A -2 -�I(2) .0131 x 3 I/4" GUN NAILS THROUGH EAOH JOIST INTO EACH SKID D \ \\ 10" - a° 3 PIECE HEADER (I) SYP $2 2x4 BOTTOM HEADER IW Ary (2) 2xb P.T. SYP $2 SKID OR OPTIONAL 4x6 P.T. SYP #2 &31.4.(1. or T„ - .•��C��,2� (3) PIECE HEADER ATTAG (TYP. FRONT 4 REAR OF UNITS) p ISOMETRIC DETAIL W SCALE: 1 1/2" = I' -0" 2x4 SYP $I 5TUD5 AT 16" OR 24" O.G. 2x4 SYP 41 BOTTOM PLATE GONT. PLYWOOD SHEATHING SEE CHART 2/A -2 (2) 2x6 P.T. SYP A 42 SKID OR OPTIONAL 4x6 P.T. SYP 2 HEADER JOIST FASTENING SECTION SCALE: 11/2" = I' -0" OAkO, . .OTt.. P o, ?I'll :O N7�••, I�� :a SE,A\- i< ns 1" rti % T-•• '.y D A/G I N�PDy t∎ S. CP 2x4 SYP 42 FLAT PLACED OVER TOP OF SKIDS 0.120"0 x 3" NAILS AT 12" 0.6, STAGGERED SIDE TO SIDE INTO EACH SKID FLOOR JOIST SEE GHAT 2/A -2 t,, \ SIMPSON H -3 (2) 2x6 P.T. SYP :2 SKID OR OPTIONA 4x6 P.T. SYP $2 5 = STENIN SECTION SCALE: 11/2" = 1' -0" AREA FOR APPROVAL STAMPS 212 4 14 -0 -1-4" wed Itr %�.ti <elCa r. Wrherd L. llullvcl . BuIRlIng Plus Exnn,lucr Flurlau ND' "APPROVED" DOCUMENT JDA 1/11/11 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200$ SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDWELL, P.E. ALABAMA414464 GEORGIA$ 14241 FLORIDA$ 15601 INDIANA# 20338 LOUISIANA$ 20548 MISSISSIPPI$ 8425 N. CAROLINA$ 11108 TEXAS$ 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT $II LARGO, FLORIDA 33111 VOICE. 121 - 524 -1405 FAX: 121- 524 -1249 NANDI HOUSE STANDARD WOOD SHED 150 MPH P.O. 30X 830 SWAINSBORO, GEORGIA 30401 (418) 237 -6106) SECTION AND DETAILS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 7.-/4-f/ DATE: 2/24/04 DRAWN BY, JDA CHECKED BY. FSG SCALE: AS NOTED W.O. NOS 451 -022 SHEET 10 OF lb END WALL SHEAR WALL CHART EXPOSURE C WIDTH OF BUILDING WIDTH OF END WALL OPENING SHEAR WALL CONFIGURATION MAXIMUM BUILDING LENGTH 5' -8" NONE A 6' 5-8" 2' MAX A 16' 5' -8" 4' MAX A 34' 1' -3" NONE A lb' 1' -8" 2' MAX A 22' T-8" 4' MAX A 42' 9' -8" NONE A lb' 9'4f" 2' MAX A 24' 9' -8" 4' MAX A 26' 9' -8" 6' MAX A 46' II' -8" NONE A 16' 11' -8" 2' MAX A 24' 11' -8" 4' MAX A 30' 11' -8" 6' MAX A 30' 11'-8" 3' MAX A 50' 13' -8" NONE A 24' 13' -8" 2' MAX A 30' 13' -8" 4' MAX A 34' 13'48" 6' MAX A 34' 13' -8" 8' MAX A 50' 5HEAR WALL CONFIGURATIONS, A - 20 GA. 2 -1/2" STRAP INTERIOR AND EXTERIOR OF BUILDING ® CHART SCALE: NO SCALE CARO1',, _ �r .. <, SEAL *% ;if NO 1110E I, s;`�N�O_ L No I iIA o 2x SYP #1 RAFTER 2x4 SYP #1 WALL 51110 I" TYP AREA FOR APPROVAL STAMPS 3>.v ]J - /1) P�II,en N o.. -0 T-I A►, roved Uy R. Fff-cdad. ltlr4prd L. Uallor4 M dWar ibildlod Elm Exnmlmr Florida CMUkuh SAJE.SLL (2) - 0.131" x 3 -1/2" GUN NAILS ONE EACH SIDE OF RAFTER TOE - NAILED INTO TOP PLATE AT EACH STUD •G -TIe 1 I/2" 20 6A STRAP FROM STUD TO RAFTER SEE GHART 2/A -3 FOR FASTENING TO STUD. SEE CHART 4/A -3 FOR FASTENING TO RAFTER 1 1/2" 20 GA STRAP FROM 511)0 TO BOTTOM PLATE TO JOIST SEE CHART 2/A -3 FOR NAILS INTO 511)0. (3) 0.131 x 2 1/4" GUNNAILS INTO JOIST 1/4" x 4" LAG SCREW (1) EACH SIDE OF EACH STUD 2x4 SYP 01 BOTTOM PLATE 2x SYP #2 JOIST END WALL SECTION SECT ION SCALE: 1 1/2" = I' -0" 0 �/('i fl ` -Sr Fob NO.14241 PROFESSIONAL Q NC)I "APPROVED" DOCUMENT JDA 1/11/11 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDUJELL, P.E. ALABAMA #14469 GEORGIA# 14241 FLORIDA# 15601 INDIANA# 20338 LOUISIANA# 20548 MISSISSIPPI# 8,125 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #II LARGO, FLORIDA 33111 VOICE. 121- 524 -1905 FAX 121- 524 -1299 HANDI HOUSE STANDARD HOOP SHED 150 MPH P0. BOX 330 SWAINSBORO, GEORGIA 50401 (413) 231-6108 CHART AND SECTION THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. PATE: 2/24/09 DRAWN BY: JDA CHECKED BY: FSC SCALE: AS NOTED W.O. NO 451 -022 SHEET 11 OF 16 5EE DETAIL 3 4 4 SHEET A -II 3 -1/2" LONG GUNNAIL5 EACH END OF HEADER SEE CHART 5 /A -II FOR QUANTITY AND DIAMETER 3 -1/2" LONG GUNNAIL5 EACH END OF HEADER SEE CHART 5 /A -II FOR QUANTITY AND DIAMETER 2 1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED W/I/4 " -14 HWH TRAXX/I SCREWS AT 12" O.G. HEADER DETAIL SCALE: V' = I' -0" 2 1/2" x I/2" CORRUGATED ROOF PANELS FASTENED W/ 1/4 " -14 HWH TRAXX/I SCREWS AT 12" 0.G. :Ui;, 04i\�: C�,_.� Aft HEADER DETAIL SCALE: 1" = 1'-0" 1x4 5YP *1 ()ADO FASTENED W/ (3) .0131 x 3 Y4" GUNNAIL5 AT EACH RAFTER 1x4 SPF *2 DADO FASTENED W/ (3) .0131 x 3 1/4" GUNNAIL5 AT EACH STUD SEE CHART 3/A -3 FOR RAFTER SIZE 3" x 5" STEEL PLATE PRESSED INTO TIE AND RAFTER ON EACH 5117E SECTION SCALE 1 I/2" = 4- NO 14241 * PBOTESSIONAL 7 GI0 -.." Fo A\�v r.� '1 1 -1/2" WIDE 20 GA. (MIN) STRAP WITH 0.131" x 2 -1/4" GUN NAILS SEE CHART 4/A -3 FOR NAILS IN RAFTER AND CHART 2/A -3 FOR NAILS IN STUD AND (3) 0.131" x 2 -1/4" GUN NAILS INTO RIM JOIST, SEE STRAP DETAIL 3/A -1 (EX. SHOWN AS 11' -8" W/ STUDS AT lb" 0.G) STUD R 6 •.G • 1/4" x 4" LAG SCREW FROM STUD TO RIM JOIST BELOW AT I" OFF EACH SIDE OF EACH STUD SEE CHART 2/A -2 VA 2x FLOOR JOIST BEYOND 5EE CHART 2/A -2 RIM JOIST SEE CHART 2/A -2 DETAIL SCALE: 1 1/2" = I' -O" NG 0 AREA FOR APPROVAL STAMPS 42112 lis ems...- Al waved - Wc4eid L. ➢vlluctc 1 'Alder 9uMdhy Plans E,mmluer Floario C rIUlcele MSW L'.•;{ NDI "APPROVED" DOCUMENT 1 JDA 1 /11 /11 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF I50 MPH. FRED S. C14RDWEL.L, P.E. ALABAMA* 14469 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8,425 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELGHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -1105 FAX 121- 524 -129cl HAND! HOUSE STANDARD WOOD SHED 50 MPH PA. BOX 830 SWAIN58ORO, GEORGIA 30401 (418) 231 -6108 l DETAILS AND SECTION THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 2/24/01 DRAWN BY: JDA CHECKED BY. FSG SCALE: AS NOTED "W.O. NOS 451 -022 SHEET 4 -10 12 OF lb ` „0.,���,,,,,e ,� `,' f,. z ' AREA FOR APPROVAL STAMPS l� Li l'b t'v i vU 11 pinuNo./ Y - - -- a 'n END WALL HEADERS END UJALL SILLS '••; ;; • ? _� =n'• t i i �' ' a' 4; � ��o '•, � F; l p ?;... .; ' ,,,/,'')..., ;;'i ';r1 ', �:" '., ''' ', . •, , HEADER LENGTH HEADER DETAIL HEADER MATERIAL HEADER FASTENING SILL LENGTH SILL DETAIL SILL MATERIAL SILL FASTENING 22.5" 3 SYP #I (2) 0.131 "0 x 3 I /2" LONG GUN NAILS EACH END OF HEADER 22.5" 3 SYP #I (2) 0.131" 4' X 3 I/2" LONG GUN NAILS EAGH END OF SILL 63" 2 SYP al (4) 0.131 "m x 3 I/2" LONG GUN NAILS EACH END OF HEADER OF EACH PIECE 63" 2 SYP #I (4) 0.131 "d x 3 I/2" LONG GUN NAILS EACH END OF SILL OF EACH PIECE 9b" 1 SYP #1 (5) 0.131 "4' x 3 1/2" LONG GUN NAILS EACH END OF HEADER OF EAGH PIECE -`A CAROB '`'I, _ "Q'�..••FSS io ;;;1'- ", : 0 ,� o`` ,. �r 2.. SEA1- '_ *' a,aa ay :%._---------•—•-- LLIc11Y"d l� Bullock lulor HuN #1#d pleat Ecanuurr Flurkln F•AUXae 3k1 (4 NDI u P DOCUMENT ' SIDE WALL HEADERS SIDE WALL SILLS 1.t 50, Afe * . No. < -: �; •• HEADER LENGTH HEADER DETAIL HEADER MATERIAL HEADER FASTENING SILL LENGTH SILL DETAIL SILL MATERIAL SILL FASTENING " ''",o"." . FN G 1 N4, •• �' 'f,,,iO g:•••F,,4>'-* 14.5" 3 SYP #I (4) 16d COMMON NAILS EACH END OF HEADER 14.5" 3 SYP #I (2) 0.131 "4' x 3 1/2" LONG GUN NAILS EACH END OF SILL ......•.. " ' 30.5" 4 SYP #I (5) Ibd COMMON NAILS EAGH END OF HEADER 30.5" 3 SYP #1 (3) 0.131 "4, x 3 I/2" LONG GUN NAILS EACH END OF SILL . — r\ j F 42" 4 SYP #I (E)ACH END OF HEADER NAILS 42" 4 SYP #I F OOMMON NAILS EAGH END OF Ibd EAGH PIECE / / \'' F -i- 60" 4 SYP #1 (1) 16d COMMON NAILS EAGH END OF HEADER 60" 4 SYP #1 (3) 16d COMMON NAILS EAGH END OF SILL OF EAGH PIECE 1 I N0 14241 Or `' ' PRO; ESSIONAL 15.5" I SYP 441 (8) Ibd COMMON NAILS EAGH END OF HEADER 11 HEADER SILL _.�� p CHART Imp SCALE: N.T,S. PLYWOOD SPACER 3 1/2" (PION CONTINUOS) 1/2" 1/2' ill i) PLYWOOD SPAGER 3 1/2" K (NON - CONTINUOS) ‘g(V) ry n m 31/2" r� I/2" , IIII N-- XX V2" HEADER HEADER HEADER HEADER p SECTION p SECTION AN SECTION AN SECTION Imp SCALE: 3" = I' -0" TV SCALE: 3" = I' -0" NV SCALE: 3" = I' -0" Mr SCALES 3" = 1' -0" 1 JDA 1 /11 /11 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION t THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. C4RDWELL, P.E. HANDI HOUSE STAN DARD WOOD SHED 50 MPH P.O. BOX 530 SWAINSBORO, GEORGIA 30401 (415) 231 -5105 THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. Cf'(3,oic � LE?1e DATE: 2/24/09 SHEET DRAWN BY: JDA ALABAMA 14469 FLORIDA# 15601 GEORGIA# 14241 INDIANA# 20338 LOUISIANA# 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT all LARGO, FLORIDA 33111 V0ICE: 121-524-1R05 FAX 121- 524 -1299 GHEGKED BY: F5C SCALE: AS NOTED 13 OF 16 MrM1551551PPI# C 8925 TEXAS #5410011108 7 —a -ix ( HEADER SECTIONS AND CHART ) `W.0. NO 451 -022 R _-N CAROIIh, aj =}4 SE AL9�9 *r TOP PLATE EXTENDED AND '' ; ; "0,.. . NO i T 1 O8 i NAILED TO 4x4 BEAM W/ (2) " ; ' G, , S•,,.< r >: T . c E : v. 0.131 x 3.25" GUNNAIL AT b" O.G. Sr i -, !a I r) 1. .• �Cy . ',,,9F '.'t'G I NE .��_ • /ry /, s[iii£9\ fr / NC. 14241 \* PROFESSIONAL 'l` r' j 9 'T'GfNE� dC 14� AREA FOR APPROVAL STAMPS n l 1-__ y i/ ?/� I1 Plau Nn.12 I r�_ U /j - --- ^b Rlrp4,4 L. WWI BuUdO t'Ia E suer FlurWu CvrlUkw,: Still -y,t N D I 'APPROVED" DOCUMENT DOCUMENT I !I. ,. V� S CAP •1•�,�c \•';r ''.•': A�rurcdBy P.T. 4x4 BEAM (2) H2.5A CLIPS FOR P.T. 4x4 P05T TO P.T. 4x4 BEAM 2x4 STUDS GUT SHORT TO SUPPORT 4x4 BEAM (2) H3 GLIPS FOR P.T. 4x4 POST TO P.T. 4x4 BEAM xSxyCP`; ••..• Tvd1' (2) H2.5A GLIPS FOR VARIES TO LENGTH OF BUILDING AND PORCH LENGTH 4' -0" OR P.T. 4x4 1 POST TO P.T. 5' MAX. b' -O" PORCH" 4x4 BEAM 4' P.T. 4x4 POST N 4 n a MENDING PLATE ON e \ \ cr— �� h m nr n v ( # WINDOW HEIGHT, I VERT.� \ 2x4 5YP LOCATION AND WALL STUD QUANTITY MAY VARY 32" MINIMUM, 60" AND ARE OPTIONAL MAXIMUM 6-0" HEIGHT, SEE VARIOUS END WALL SECTIONS FOR - VERTICAL WALL DECKING STUD LOCATION 2x4 S.Y.P. #1 P.T. SOLE PLATE �4,R DOOR LOCATION MAY VARY ] SEE VARIOUS END / WALL SECTIONS WITH PLYWOOD FLOOR l DOORS, 4' -0" DOOR SEE 2/A -2 MAX FOR 6' UNIT AND FOR THICKNESS 6' -0" DOOR MAX FOR 8' UNITS a "- V1 /) m W 32 " MINIMUM, (CLEAR) 60" MAXIMUM 6' -O" HEIGHT, DOOR LOCATION MAY VARY OPTIONAL ELEGTRIG TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT 6-0" TO 50' -0" MAX. `I SIDE AND FRONT PORCH 6' OR 8' UNIT p U. FRAMING ELEVATION Ank FLOOR PLAN SCALE: I/2" 2 I' -0" MP SCALE: N.T.S. JDA 1 /11 /11 REVISED STRAPPING FASTENING REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20041 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDWELL PE. / NOI HOUSE STANDARD 11000 SHED 150 MPH STAN P.O. BOX 830 SMAINSBORO, GEORGIA 30401 (418) 231 -6108 THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. j� ,� .4, - „-eS /� �Q DATE: 2/24/01 SHEET DRAWN BY: JDA ALABAMA« 14461 FLORIDA# 15601 GEORGIA# 14241 INDIANA# 20338 LOUISIANA# 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -1105 FAX 121- 524 -1211 CHECKED BY: PSC A - j SCALE: AS NOTED 14 OF 16 M1551551PPI# 8125 N. CARLINA# /5410011108 7.:-/,--// PORCH OPTION PLAN AND SECTION ) W.O. NO: 451 -022 TEXAS VARIES TO LENGTH OF BUILDING AND PORCH LENGTH 4' -0" OR 6-0" PORCH ', 1 2x4 OR 2x6 -/ RAFTERS SEE CHART 3/A -3 6-0" TO 50' -0" MAX, TYPICAL SINGLE WIDE p ROOF FRAMING PLAN SCALE: N.T.S. ,S1717 4. 0E- 4x4 BEAM UNDER 2x4 TOP PLATE VARIES TO LENGTH OF BUILDING AND PORCH LENGTH °:° S�1:,1 *, ". * \40. A°' fVGlM".,,, ''t, ,, s...c NO 14241 1* PROFESSIONAL s'.3 9r ,!NP s GPP lb" 2x 5112E RAIL SEE CHART 2/A -2 (2) 2x(2 P.T. SYP #2 5KID OR OPTIONAL 4x6 P.T. SYP #2 141.41 Merin 4' -0" OR 6-0" PORCH SEE CHART 2/A -2 5EE CHART 2/A -2 (2) 2x6 P.T. SYP #2 5K D OR OPTIONAL 4x6 P.T. SYP #2 6-0" TO 50' -0" MAX. TYPICAL SINGLE WIDE A FLOOR FRAMING PLAN SCALE: N.T.S. AREA FOR APPROVAL 6TAMP8 .1/ 2,e )/ /K y _0'2,7-' uy R,f�sc�4tc�- HIehe:d l.. liullocic CuUaing Plans EKxn 1uer Florida Ca111:1eule Yk1L01 NDI "APPROVED" DOCUMENT JDA l /11 /11 REVISED STRAPPING FASTENING .REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. • FRED S. CARDWELL, P.E. ALABAMA #14469 GEORGIA# 14241 FLORIDA« 15607 INDIANA# 20335 LOUISIANA* 20548 MI55155IPPI# 5,125 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELGHER ROAD BLDG -A / UNIT #II LARGO, FLORIDA 33771 VOICE, 721- 524 -1905 FAX: 727- 524 -1249 HANOI HOUSE STANDARD WOOD SHED 150 MPH PA. BOX 530 SWAINSBORO, GEORGIA 30401 (475) 231 -6108 OPTIONAL PORCH FRAMING PLANS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. //rL2o� I Y�OC�c -W 7-4. --I/ 'DATE: 2/24/09 ii JDA CHECKED BY: FSG := CHART VA-2 AS NOTED 2x SEE JOISTS CHART 2/A -2 ® 5EE CHART 2/A -2 (2) 2x6 P.T. SYP #2 5K D OR OPTIONAL 4x6 P.T. SYP #2 6-0" TO 50' -0" MAX. TYPICAL SINGLE WIDE A FLOOR FRAMING PLAN SCALE: N.T.S. AREA FOR APPROVAL 6TAMP8 .1/ 2,e )/ /K y _0'2,7-' uy R,f�sc�4tc�- HIehe:d l.. liullocic CuUaing Plans EKxn 1uer Florida Ca111:1eule Yk1L01 NDI "APPROVED" DOCUMENT JDA l /11 /11 REVISED STRAPPING FASTENING .REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. • FRED S. CARDWELL, P.E. ALABAMA #14469 GEORGIA# 14241 FLORIDA« 15607 INDIANA# 20335 LOUISIANA* 20548 MI55155IPPI# 5,125 N. CAROLINA# 11108 TEXAS# 54100 1000 SOUTH BELGHER ROAD BLDG -A / UNIT #II LARGO, FLORIDA 33771 VOICE, 721- 524 -1905 FAX: 727- 524 -1249 HANOI HOUSE STANDARD WOOD SHED 150 MPH PA. BOX 530 SWAINSBORO, GEORGIA 30401 (475) 231 -6108 OPTIONAL PORCH FRAMING PLANS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. //rL2o� I Y�OC�c -W 7-4. --I/ 'DATE: 2/24/09 DRAWN BY: JDA CHECKED BY: FSG SCALE: AS NOTED W.O. N0: 457 -022 SHEET 4 -13 15 OF 16 " 5 o . v M u v N t i A R E A F O R A P P R O V A L S T A M P S ��) � � a - P . T . 4 x 4 B E A M ��, f l 2 x 4 S . Y . P . # 2 T O P P L A T E S E E D E T A I L I / A - 9 F O R R A F T E R T O 4 x 4 B E A M C O N N E C T I O N ( 2 ) H 2 . 5 A C L I P S F O R P . T . 4 x 4 P O S T T O P . T . 4 x 4 B E A M P . 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