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HomeMy Public PortalAbout10-0386 BargerCity of )ee Island • Community Develo6 ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. ' b " LL.) Date Requested %/ /1 =����L o Owner's Name Date Needed / l r 0 Gen. Contractor - 417221 5 ),\J Subcontractor Contact Information -.) INTERNATIONAL CODE COUNCIL MEMBER Project Address ik'-t( �rf. l� Scope of Work Inspector Date of Inspection ' Inspection 1 1°°' T Pass ® Fail D Fee tL- Inspection " 'Y}) } ' - Pass ,(= +�J',� 7�.� ;_zt. t ' =;= 1 ' �' )�. �i f r, ■ ..:1+5 j v T.: � r p?, v.3 �r-h i_T• 44 1= t y .huh- r I Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee t .� 3 Harrison Co nsruc% i o n c& Design Craig Harrison P.O. Box 2386 Tybee Island, Ga. 31328 Ga. Cont. Lic. #RB1003370 (912) 412 -0793 All the hardware, connectors, and stapping necessary for code compliance in the framing phase has been installed at 105 S. Campbell Ave. Sincerely, Craig Harrison o. RECEIVED 12(. -1O if / SIDE - HINGED FIBERGLASS DOOR UNIT 6' -8" GLAZED DOUBLE DOOR WITH WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTPE SYSTEM (SHUTTERS) IS REQUIRED. 3, WHEN INSTALLED IN THE WIND -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON - IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS 1LSIING OF FIBERGLASS FACING, TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 803 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN /MIN SMOKE DENSITY ASTM 02843 48.9% TENSILE STRENGTH" ASTM 0638 -7.3% DIFF 6 PLASTICS TESTING OF LITE FRAME MATER AL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 680 'F > 650 T RATE OF BURNING ASTM 0635 1.10 IN /MIN SMOKE DENSITY ASTM 02843 69.6% TENSILE STRENGTH" ASTM D638 -7.48% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • SINGLE DOOR UNIT WITH SIDELITF 149" MAX. OVERALL FRAME WIDTH 37.5" MAX. FRAME WIDTH MAX FRAME HEIGHT 81.875" e 21" MAX 36375" MAX. -- D.L O. PANEL WIDTH W /ASTRAGAL • 9 fJ DOUBLE DOOR UNIT W /SIDELITES SINGLE DOOR UNIT SINGLE DOOR UNIT W /SIDELITES WITH ID IIT MAX. PANEL HEIGHT 79150` DOUBLE DOOR UNIT W /SIDELITES esugn Lo O J Q oo Z cN 0 UT z ti 00 O O ct 0 0 En En m UPDATED DP RATINGS n 0 z DATE. 1/5/07 SCALE: N.T.S. OWE, ar: SWS CKK. BY: DRAWING NO.- DWG-MA - FL0162 -07 SHEET 1 OF 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING" X 37.5" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 1 -55.0 XX 74" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 OX or XO 75" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 -40.0 +55.0 / -55.0 0X0 112.5" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 -40.0 +55.0 / -55.0 OXXO 149" +52.0 / -52.0 +55,0 / -55.0 +19.0 / - 19.0 +40.0 / -40.0 +55.0 / -55.0 esugn Lo O J Q oo Z cN 0 UT z ti 00 O O ct 0 0 En En m UPDATED DP RATINGS n 0 z DATE. 1/5/07 SCALE: N.T.S. OWE, ar: SWS CKK. BY: DRAWING NO.- DWG-MA - FL0162 -07 SHEET 1 OF 3 x"rty�is. City of gee : siand • Community Deveiok ant Dept. p{ Jr Inspection Report ,S , 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 %� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 (ye 0 Permit No. I O 0 3 F (L7 Date Requested 11-2-(0 Owner's Name 13 2 T CQ... Date Needed 11-3-10 Elec.Gen. Contractor -C1Lr r , C 0-' C'z "S \Subcontractor k V k Contact Information Ker 1 2 " (v 3 1 - K-774- aria Inastalk nuaLari INTERNATIONAL CODE COUNCIL MEMBER P ofe e;t Address `€ V C1 D.SQ.d et-.1-4) 7 'Scope of Work i 0 5 r B .• C 0 I'i _ I i (ie- . inspector i 1 Date of Inspection ./.' // u Inspection a H (. I e c- Pass LA Fail El Fee Inspection Pass i=ail "l Fee Inspection Pass fl Fail 0 Fee Inspection Pass Ei Faii Fee INTERNATIONAL CODE COUNCIL' 1 City c/ ybee Islind • Community Deve *lent Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. i 0-03E(r) Date Requested C-1 ' 301C) Owner's Name ar i(? r Date Needed \ 0 -I-( 0 Gen. Contractor C,,r-r-,.c or, C e'',.S4--. Subcontractor K V K L:"." \ Q 4_ . MEMBER Contact Information VeyN Ina: '`j11-2.--(031- e c-)sQJ -e Project Address Scope of Work 0 ST Oa frip 100_11 Ave. Inspector 7J-4 Date of Inspection / Inspection a k Q /cc. Pass , - .1 J cf" /- 11 Fee Inspection Pass Fail Fee Inspection Pass 0 Fail DI Fee Inspection Pass Fail Fee Permit No. City of `iee Island • Community Develo ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name Gen. Contractor IC- --"P)oss_er arr,So" Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed -234 SEW :.:ik INTERNATIONAL CODE COUNCIL` MEMBER Subcontractor Ors r P /4:1 I \nom 5 6°31- q i-f- o 6 cL P c Ora, o793 F 1 r•■ 0 1 1 AVe . ,// ei?JoSe, Date of Inspections; (- ? n (2 , 1-te r.) Pass Fail ❑ F e Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ® Fee City of )ee Island • Community Develo ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1 `i` INTERNATIONAL CODE MUNCIE MEMBER Permit No. I 0- (9 3 F) Date Requested /-2 40 Owner's Name ,( >4r qi r' Date Needed -7-..--- - �j� , Gen. Contractor /(°r-(' j� /I ( D. '$ . Subcontractor tr. l kiir, 62& 7- 2 3 co Contact Information Project Address Scope of Work Inspector Inspection I B 0 pi\ 3 P I Ave.. /3se_.) 040 Date of Inspection Pass F(414,1=1 Fee Inspection Pass ❑ Faii El Fee Inspection Pass D Fail 0 Fee Inspection Pass Fail Fee DATE ISSUED: 07 -27 -2010 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 CITY OF TYBEE ISLAND BUILDING PERMIT ENCLOSE DECK 105 B S CAMPBELL AVE BARGER MADDEN & PO BOX 821 RAVENEL SC 29470 -0821 843 - 559 -3470 HARRISON CONSTRUCTION & DESIGN PO BOX 2386 TYBEE ISLAND GA 31328 P $ 381.00 $27,000.00 PERMIT #: 100386 TOTAL BALANCE DUE: $ 381.00 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ( D-033 , Location: //b1--6- ,�.e NAME ADDRESS PIN # TELEPHONE Owner 4� /623 5 C��jat /�/ ��� ' > 4 a Architect or Engineer a_ i\ \e_ 8ci; K9 bfi r`C-- 1(2 l o (e, S 14-(61. '-',..e, 1-AL's s Building Contractor Qr r,) o` e o r ) 5 9 4-eve 4 /0/ 5 (Q,,402e / % / 1 , / , ' . ✓ 7 / 2 , . - , 2 _ - g 7 9 , (Check all that apply) ❑ Repair ❑ Renovation (g Minor Addition • Substantial Addition n Other Ntt-Residential gl Single Family n Duplex Multi- Family ❑ Commercial Details of Project: �q��� ,� o ,rte Estimated Cost of Construction: Construction Type CIO \ (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: Footprint Changes Discovery Demolition ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units # Bedrooms Lot Area Living space (total s # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? Setbacks: Front 'Z 0 Rear ( O With swale? Sides (L) (R) ( O # Stories I Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through Ak-do.- QrogtA On -site waste and debris containers will be provided by Qeculfis,l c'3.-t-. Construction debris will be disposed by �, s,,�µk by means of 6,36 I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: /2-0//0 Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager Signature Date 6a FEES � �� Permit Inspections b I Water Tap Sewer Stub Aid to Const. 12 0 • TOTAL �I Permit Acknowledgement of 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. Printed Name 7-6,7 o,-/K7 Date Office Use Only: Project Address: Permit Number: 2011 Chatham County Board of Assessors Property Record Card Page 1 of 1 Requested By: READONLY 6/29/2010 4 -0019 -02 -058 105 S CAMPBELL AVE UNIT B TYBEE ISLAND APPRAISER gdwhiddo LAST INSP 06/14/2007 APPR ZONE 000008 LOT C -1 SUB OF LOT C HORSE PEN BARGER ELIZABETH M HAMMOCKS SMB 29S 30 PRB 40P 18 PO BOX 1802 TYBEE ISLAND, GA 31328 -1802 CAMA ASMT 197,100 183,000 LAND 2 69,400 68,000 BLDG 1 4,400 0 OBXF 2 270,900 251,000 MORATOR SALES BOOK AGE INS VI QU RSN PRICE 1 -CODES_ _ .._:,- PROPERTY USE 0006 Residential UTA 0004 Tybee Island NBHD 020222.00 T222 Tybee Horse Pen EXEMPTIONS 5/27/2008 341N 0522 QC I U UN - GRANTOR: MADDEN & BARGER JAMES E &, GRANTEE: BARGER ELIZABETH M, 2/28/2005 284A 318 WD I Q 329,900 GRANTOR: HALLMAN & WALKER MATTHEW, GRANTEE: MADDEN & BARGER JAMES E &, 11/3/2003 261U 0131 WD I Q 225,000 GRANTOR: EVANS SUSAN W & RICHARD, GRANTEE: HALLMAN & WALKER MATTHEW, PERMITS TYPE flad ,- AMOUNT HISTORY LAND NPR TOTAL 040242 GM 5/28/2004 Comp 1 03- 0000010 NC 12/1/2003 Comp 1 2010 183,000 68,000 251,000 MAV 2009 183,000 68,000 251,000 Over 2008 260,900 69,000 329,900 Over 2007 260,900 69,000 329,900 Over 2006 329,900 NC COMMENTS 520/2009 ADD CHG PER P/O 8/10/2005 "TY08 SURV 2/18/2004 2004 NEW PIN; SPLIT OUT OF 4- 19 -2 -7B SMB 29S 30 2/18/04 NOTES BUILDING SECTION 86818 -1 CONSTRUCTION TYPE RCN AYE EYE DEP TYPE PHYS ECON FUND OBSV PM, TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 74,674 2003 2003 MS 7.00 0.00 0.00 0.00 7.00 69,447 69,400 I 24' SECTION TYPE 1 - Main AREA 1,080 TYPE 5 - Duplex FRAME 1 - Stud Frame STYLE 1 - One Story 100.00% QUALITY 3.00 CONDITION 3.00 #UNITS 0 # OF BEDS / BATHS 3 / 2.00 • WOD 1 Wood Deck 24d 10' 111' ' E lne Basr l.hiag Area MO 38 6' 6 ' 10' WWI. S011d Will Porch UM COMPONENTS urn % QUAL R1 108 Frame, Siding, Wood - 100.00 R2 214 Metal, Preformed - 100.00 R3 351 Warmed & Cooled Air - 100.00 R4 402 Automatic Floor Cover Allowanl - - R6 601 Plumbing Fixtures ( #) 8.00 - R6 602 Plumbing Rough -ins ( #) 1.00 - R6 622 Raised Subfloor (% or SF) - 100.00 R11904 Slab Porch (SF) with Roof 36.00 - Slab Reef 12' 36 EXTRA FEATURES ID# BLDG it SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYE EYE DT ECON FUNC SP SP% RCNLD MKT VALUE 141642 86818 WOOD DECK AV 10 24 240.00 A 7.98 1,915 2003 2003 2R 1,379 1,400 141643 86818 Solid Wall /Slab AV 10 10 100.00 A 31.62 3,162 2003 2003 IR 2,972 3,000 LAND ID# USE DESC _ FRONT DEPTH _ UNITS /TYPE PRICE ZONING SIZE LOTH TDPO OTHER ADJ1 ADJ2 .. ADJ3 ADJ4 MKT VALUE 111590 2 -4 FAMILY 0 0 4,500.000 SF 62.00 R2 1.00 195,300 111591 2 -4 FAMILY 0 0 164,000 SF 62.00 R2 1.00 SZ -75 1,800 (ATE FOR CMF, z T� H W g co C) `� 6 to o w x .,V (y` i LOT 11, EAGLES NEST SUBDIVISION LOT 40 _ N 41°35'31"E 112,92' 44.92' 1! 5 /e'. RBS — 88.00' CMF' LOT C -1 ' 3 LOT C -2 i' DY S I/Vjc 7fl 1 STORY FRAME BLDG. x 0 0 U 20' MIL__ (:RAVEL. DRIVE 1 hM f° -4. 44.216' 5'8" RCS 41°26'38"W 83.41' 1 STORY FRAME BLDG. 1 39. 0' S. CAMPBELL AVENUE 60' R/W 149.70' NORTH 0 EXISTING STRUCTURE 70 "Wx60 "H 20 "HI SILL REPLACE 5' -0" SLIDING DOOR w/5' -0" DOUBLE FRENCH DOORS NEW 6' -0" DOUBLE FRENCH DOOR 70 "Wx60 "H 20 "HI SILL J O !n 3 Y 0 0 N 24' -0" "An Approved Set of Plans Must Remain on Job Site at All Times" REVIEW FOR CODE COMPLIANCE Every effort has been made to identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Reviewed By 121- �__Date ALL CONSTRUCTION MUST COMPLY WITH THE SSTD 1 b —Vc AND THE 1RC ONE AND TWO FAMILY DWELLING CODE 2006, EDITION AND STATE OF GEORGIA AMENDMENTS Sect. R- 311.5.6 HANDRAILS & R.312 GUARDRAILS Stairs more than 30" In height require 34 "138" handrails. Porches, balconies, ramp & decks more than 30" abov grade require 36" guardrails. Largest opens! g permitted Is 4" PLAN VIEW DRAWN BY-: ��_.��, �[P 10E_ OWNER: EL ]�'eET' E'ARGER LAST DA'PE REVISED CARD FILE: 2A 2010 BARGER HOUSE ADDITION PLAN VIEW 4 =1 -0" Al 1 WINDOWS, DOORS AND SKYLIGHTS SSTD 10 -SS TABLES 602A1, 602A2, 602A3, SECT. 604 AND 1RC 301.2.1.2 WINDOWS, GLASS DOORS AND SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH 09TH POSITIVE AND NEGATIVE PRESSURES. +mcat fee-11 otil Uzi Au- Gtazr a► "3134 Sect. R- 311.5.6 HANDRAILS & R -312 GUARDRAILS Stairs more than 30" In height require 34 "138" handrails. Porches, balconies, ramp 3 decks more than 30" above grade require 36" guardrails. Largest opening permitted Is 4" TOP AND BOTTOM WINDOWS SHALL BE TEMPERED GLASS BOTTOM SASH ONLY SHALL:: BE TEMPERED GLASS L- T /ROOF EL. 17' -0" T /CAP PLATE EL. 12' -6" FIN. FLOOR EL. 2' -6" ABOVE GRADE GRADE EL. 0' -0" L- I L— — — — L_ — — ELEVATIO SCALE: 3/4 " =1' —O" BARGER HOUSE ADDITION ELEVATION �Gi IIIF V;, DRAWN BY: DE OWNER: ELIZABETH EAP;,ER LAST DATE REVISED A NF Solo C'.ADD FILE: I A ? 3/4 „ -1' -0” 4 BOTTOM SASH ONLY SHALL:: BE TEMPERED GLASS L- T /ROOF EL. 17' -0" T /CAP PLATE EL. 12' -6" FIN. FLOOR EL. 2' -6" ABOVE GRADE GRADE EL. 0' -0" L- I L— — — — L_ — — ELEVATIO SCALE: 3/4 " =1' —O" BARGER HOUSE ADDITION ELEVATION �Gi IIIF V;, DRAWN BY: DE OWNER: ELIZABETH EAP;,ER LAST DATE REVISED A NF Solo C'.ADD FILE: I A ? 3/4 „ -1' -0” EXISTING STRUCTURE 2x10 LEDGER X N N U 0 co z 0 co x N PRO 350 w /SIMPSON DIPPED (EACH 8" DEEP NER GALV. JOIST END) 421 HOT HANGER 2x8 ON 16" O.C. (2) 2x10 HANDRAIL 6 z 0 03 X N 1 2x8 0 00 x N SEE D MASONRY PEIR -TAIL U 11' -6" S =E DETAI E(2 MASONRY PEIR 3' -0" 7' -0" Fl 11' -6" 24' -0" 0 X CN MASONRY PEIR FLOOR FRAMING PLA\ BARGER HOUSE ADDITION FLOOR FRA11MING PLAN DRAWN BY: DE_:,w sEP! ES OWNER: ELIZABETH EA*GEF LAST DATE REtiISED juNIE 2R, CADD FILE: P 3 7., G 1/2 "CDX PLYWOOD METAL ROOFING ON 15LBS FELT 1x4 SLEEPERS © 16" O.C. SIMPSON MTS12 HURRICANE STRAP © EACH JOIST & RAFTER. 12 0.0 4x4 © 32" O.C. 2X (2) 5/8" GALV. LAG —BOLTS 2- 2x1O'S TYP. 2x8 © 16" O.0 5/8" GYP.BD. (2) 2x4 TOP PLATE 2x4 WALL J 5/8" GYP.BD. SIMPSON HOLD DOWN PA 51 P.T 2X12 PLATE 1/2 "x12" GALV. ANCHOR BOLT TO SIL 3/4" CDX SUBFLOOR (2) 2x10 SECTION SCALE: 1 /2 " =1' -0 1/2"CDX PLYWOOD METAL ROOFING ON 15LBS FELT 1x4 SLEEPERS © 16" O.C. SIMPSON MTS12 HURRICANE STRAP © EACH JOIST at RAFTER. (2) 5/8" GALV. LAG BOLTS © 32" O.C. INTO EXISTING RAFTER 12 2x8 © 16 "O.0 5/8" GYP.BD. (2) 2x4 TOP PLATE (2) 5/8" GALV. LAG BOLTS © 32" O.C. INTO EXISTING BEAM 2x8 FLOOR JOIST © 16" O.C. 2x10 LEDGER BOARD SECTION SCALE: 1/2"=1'-0 DRAWN BY: ICES OWNER: ,ZABET PAPC,_P LAST DATE REVISED —I CADD 1 ILE: R HOT TSE ADDITION i; FRAME PLAN SIMPSON SP4, SP6 ROOF FRAMING (EXISTING) DOUBLE TOP PLATE H7 HURRICANE TIE SIMPSON HD5A CRIPPLE STUD HEADER S HEADER STUDS ,L TYPICAL CONNECTORS REQUIRED SIMPSON C518 OR I LSTA36 FULL LENGTH WALL STUDS 2X4 STUD WALL DOOR FRAME DETAIL DETAIL 13/4' DETAIL PHD5 SIMPSON HOLD DOWN (3) 2X4 STUD WALL DOOR SIMPSON HD5A SSTB 1 6 I ANCHOR BOLT Y2" SPACING ALLOWS HOLD DOWN INSTALLATION SIMPSON PHD5 HOLD DOWN 2X4 STUD WALL Y2" SPACING ALLOWS HOLD DOWN INSTALLATION PHD5 SIMPSON HOLD DOWN (EXTEND THREADER ROD TO PHD5 ON SECOND FLOOR) FACE OF PIER END WALL CORNER STUD 2 -16d NAILS MIN. © 6" O.C. SCREENED [ DETAIL END WALL FACE OF PIER 2x6 CORNER STUD 2 -16d NAILS MIN. © 6" O.C. BARGER HOUSE ADDITION DETAILS DRAWN BY _EavIzE_ OWNER: ELIZABETH BAFUEP LAST DATE REVISED JuriE 23 2 D1D CADD FILE: c.r Csy N.T.S. A 3 0 18 18 PLAN VIEW All Electrical Installations must comply with The National Electric Code 20013 Edition and State of Georgia Amendments ELECTRICAL L -G= \D D 3 3 WAY DIMMER SWITCH 18 120VAC OUTLET 18" AFF OCONNECTION FOR CHANDELIER SCONCE LIGHT FIXTURE ■ 54" WIDE CEILING FAN w /LIGHT BANGER HOUSE ADDITION ELECTRICAL PLAN DRAWN BY: DE; ;Ca i SEP;rCES OWNER: _C;C z= r EAPC,EC LAST DATE REVISED !UNE 23. 2010 CADD FILE: :3 E 1 1 " r 12 "x12" CONCRETE FILLED CMU PIER COMPACTED STRUCTURAL FILL SOIL BEARING CAPACITY MIN. 2,000 POUNDS SQUARE FOOT  VERIFY DETAIL 1 SCALE: 1 " =1' -0" (A3 EXISTING (2) SIMPSON LCB66 STAIR STRINGER [ SET IN GROUT 5 1 /2" STAIR STRINGER HOLD  DOWN SIMPSON LCB66 SET IN GROUT 5 1/2" E�� GRADE / \ (2) No. 4 REINF. BARS HORZIZONTAL COMPACTED SOIL (4) No. 4 REINF. BARS VERTICAL SQUARE END VIEW 3000 PSI CONC. FOOTING 4  #5 REINF. BARS EACH WAY FOOTING DOWN TO UNDISTURBED EARTH DETAIL SCALE: 1 " =1' -0" FRONT VIEW GRADE INTERIOR PIERS PER FEMA REQUIREMENTS MINIMUM FOOTING 36 INCHES BY 36 INCHES WIDE BY 20 INCHES THICK. BOTTOM OF FOOTING MUST BE A MINIMUM 36 INCHES BELOW GRADE. 0 TOP VIEW W cc 0 a ',y SIMPSON LCB66 SET IN GROUT 5 1/2" B ! 'ADE TERW }JV 20��I COMPACTED SOIL SQUARE END VIEW DETAIL SCALE: 1"= 1 '-0" (4) No. 4 REINF. BARS VERTICAL (2) No. 4 REINF. BARS HORZIZONTAL DRAWN BY: DECICH __E ICES OWNER: ELI,MEETH EARC_EP LAST DATE REVISED CADD FILE: A!NE DC. :..�� '1 C'.C. BARGER HOUSE ADDITION FOUNDATION DETAILS SC, LC 1 =I -0 FI / \\ >\/\\ \\ >j\ \ / ��\ // \ /\ \ // \ //  0" DETAIL SCALE: 1 " =1' -0" FRONT VIEW GRADE INTERIOR PIERS PER FEMA REQUIREMENTS MINIMUM FOOTING 36 INCHES BY 36 INCHES WIDE BY 20 INCHES THICK. BOTTOM OF FOOTING MUST BE A MINIMUM 36 INCHES BELOW GRADE. 0 TOP VIEW W cc 0 a ',y SIMPSON LCB66 SET IN GROUT 5 1/2" B ! 'ADE TERW }JV 20��I COMPACTED SOIL SQUARE END VIEW DETAIL SCALE: 1"= 1 '-0" (4) No. 4 REINF. BARS VERTICAL (2) No. 4 REINF. BARS HORZIZONTAL DRAWN BY: DECICH __E ICES OWNER: ELI,MEETH EARC_EP LAST DATE REVISED CADD FILE: A!NE DC. :..�� '1 C'.C. BARGER HOUSE ADDITION FOUNDATION DETAILS SC, LC 1 =I -0 FI