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CARPENTER RD_ 4.pdf
�� C i t y o f T y b e e I s l a n d C o m m u n i t y D e v e l o p m e n t D e p t . , S ��i = ` I n s p e c t i o n R e p o r t o f 4 0 3 B u t l e r A v e . P . O . B o x 2 7 4 9 T y b e e I s l a n d , G A 3 1 3 2 8 : 1 ~ 1 1 P h o n e 9 1 2 . 4 7 2 - 5 0 3 2 " F a x 9 1 2 . 7 8 6 . 9 5 3 9 C O D E C O U N C I L M E M B E R P e r m i t N o . D a t e R e q u e s t e d O w n e r ' s N a m e D a t e N e e d e d G e n . C o n t r a c t o r S u b c o n t r a c t o r C o n t a c t I n f o r m a t i o n P r o j e c t A d d r e s s S c o p e o f W o r k I n s p e c t o r I n s p e c t i o n D a t e o f I n s p e c t i o n I n s p e c t i o n 5 - f - 5 - 1 L ��- : ! r , - ��e v ; b t i ' D i a r i , ��e , 4 4 4 o t ^ v s . f i e . P o s a e ��c �� , Q C L r , c �� o r " p r a P c a r . . e . . 4 a r k . N V A C 6 e . v o - 4 - A p ( - 0 P A r - �% I v e 4 e - 8 . I n s p e c t i o n I n s p e c t i o n P a s s F a i l r - 1 F e e 1 z 1 P a s s Q' F a i l Q' F e e P a s s Q' F a i l Q' F e e P a s s Q' F a i l Q' F e e ins s�d� ' City of Tybee Island • Community Development Dept. ==� Inspection Report I�� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==m* Phone 912.472-5032 • Fax 912,786.9539 COOFCOUNCIL MEMBER Permit No. q - o eeo Owner's Name Gen. Contractor M.QAOTy1-/ Contact Information Project Address Scope of Work A]CC Date Requested �),6-0 / Date Needed 05 I3 // Subcontractor 0151�-41e' Inspector Date of Inspection Inspection 4!!� Pass 1v Fail ❑ APs's' Fee Inspection P Pass ❑ Fail ❑ Fee Inspection i Pass ail Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OFHOMELAND SECURITY L ,;NATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0098 National Flood Insurance Program Important: React the instructions on pages 1-8. Expiration Date: July 31, 21315 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Jack Burgess Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.Q. Route and Box No. Company NA1C number: 4 Carpenter Road City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot E, sub of lot 8, Fort Ward A4, Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitudelt-ongitude: Lat. N 32 de 41.182 min Long. W80 deg 50.927 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enc(osure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 572 sq ft a) Square footage of attached garage n!a sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade nla c) Total net area of flood openings in A8.b 645 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2, County Name 83. State Tybee Island 135164 Chatham GA B4. Map/Pane€ Number B5. Suffix B6, FIRM Index Date 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 1305100213 F 9126108 EffectivelRevised Date Zones) AO, use base flood depth) 9126108 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 812. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Ai -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, AR/Al-A30, ARIAH, ARIAO. Complete Items C2,a-h below according to the building diagram specified in Item A7. 1n Puerto Rico only, enter meters. Benchmark Utilized: local Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ OtherlSource: NAVD 1988 Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enctosure floor) 7.4 ® feet ❑ meters b) Top of the next higher floor 15.B ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) nla. 0 feet [] meters d) Attached garage (top of slab) nla. 21 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 15.7 ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.5 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.5 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.5 ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the infonnation on this Certificate represents my best efforts to interpret the data available. --� I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 1, 0 R G�� F-1Checkhere if comments are provided on back of form Were latitude and longitude in Section A provided by a� TES 1 ❑ Check here if attachments, licensed land surveyor? ®.Yes ❑ No * �d to - Certifier's Name J. Whitley Reynolds License Number 2249 � o X249a4 Titie Land Surveyor Company Name Address 636 Stephenson Avenue City Savannah State GA ZIP Code 31405 Signat Date 4116114 Telephone 912-352-0464 FEMA p6_r0T'686-0-33 (7112) See reverse side for continuation. Replays all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 4 Carpenter Road City Tybee Island State GA ZIP Code 31328 Company NAIC Number. SECTION 13—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments C2.e) = A/C pad The lower level of this building is parking and storage. Date 4116114 SECTION'— BUIt.DING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones O and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMB -F request, complete Sections A, B, and C. F r items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG_ b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (tap of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Tap of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -Issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of CompliancelOccupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. SFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: EJ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7112) Replaces all previous editions. ELEVATION CERTIFICATE, }gage 3 Suilding Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Sections A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P -a. Route and Box No. Policy Number: 4 Carpenter Road I City Tybee Island State GA ZIP Code 3132a Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View April 16, 2014 FEMA Form 086-0-33 (7112) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 -juilding Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.; Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. Policy Number: 4 Carpenter Road City Tybee Island State GA ZtP Code 31328 Company NAIL Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Hear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. Rear View April 16, 2014 FEMA Farm 086-0-33 (7112) Replaces all previous editions. FY S 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. C)�?Us Owner's Name ?)LA 11 () S Gen. Contractor 1 6"" J rJ Contact Information �r Project Address W CODE COUNCIL M -MB ER Date Requested - Date Needed - - Subcontractor Lor-N4er Scope of Work ' ri L '17) 0 r 8 Inspector Date of Inspection Inspection S f Pass Fail Fee c Inspection Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee \- `� 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 CODE COUNCIL MEMBER Permit No. I � _ 0 0 9 Owner's Name u r Gen. Contractor s- O rN Contact Information Project Address 0 Scope of Work U,! D, S 4 Date Requested Date Needed r 12 Subcontractor [een bore - Inspector ,�_ Date of Inspection Q�ss Inspection J 1 alt . Pass ` ail Fee 13 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. X Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ~e~• $� Phone 912.472-5032 - Fax 912.786.9539 C DECOUNCIL MEMBER Permit No. 1' 0 OVOY Owner's Name U Gen. Contractor Contact Information c/ Project Address Scope of Work "IGLU Date Requested Date Needed V/-(/ Subcontractor Inspector '% 1= Date of Inspection Inspection Inspection r f m !/Y s I Inspection Inspection Pass 0 Fail ❑ Fee F4 — 1 Pass Ef Fail ❑ Fee •�� ! _ ,� Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee r 4� City of Tybee Island - Community Development Dept.` Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328=� 'rTIRhAII'IAAL Phone 912.472-5032 - Fax 912.786.9539 6DECOUNCIL MEMBER Permit No. Date Requested Owner's Name ) ft5Date Needed Gen. Contractor Subcontractor 1 Contact Information " I Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail F-1 Fee Inspection Pass ❑ Fail ❑ Fee 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 CUUIF RUTAL [COUNCIL MEMBER 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 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee a City of Tybee Island - Community Development Dept. =� Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 =� =� F Phone 912.472-5032 - Fax 912.786.9539 CODECOUNc MEMBER Permit No. - agog Owner's Name ,,� 1� Gen. Contractor _BAJO P V ,-ra^, Contact Information Project Address Date Requested Date Needed Subcontractor fIJTE. Scope of Work t pS �� < rift N " b Inspector F p �' Date of Inspection Inspection atl i� PassQV Fail Fee �5�°r-� k' Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee . 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Cl gs-e_ D� C)& a s h C I T Y O F T Y B E E I S L A N D B U I L D I N G P E R M I T U P D A T E D E L E V A T I O N C E R T I F I C A T E R E Q U I R E D A T C L O S E O U T D A T E I S S U E D : 1 2 - 2 0 - 2 0 1 3 W O R K D E S C R I P T I O N W O R K L O C A T I O N O W N E R N A M E A D D R E S S C I T Y , S T , Z I P P H O N E N U M B E R C O N T R A C T O R N A M E A D D R E S S C I T Y S T A T E Z I P F L O O D Z O N E B U I L D I N G V A L U A T I O N S Q U A R E F O O T A G E O C C U P A N C Y T Y P E T O T A L F E E S C H A R G E D P R O P E R T Y I D E N T I F I C A T I O N # P R O J E C T V A L U A T I O N C L O S E I N S C R E E N P O R C H 4 C A R P E N T E R R D S H A R O N B U R G E S S P O B O X 2 5 1 1 T Y B E E I S L A N D G A 3 1 3 2 8 - 2 5 1 1 6 5 6 - 3 6 8 8 S H A R O N B A R R Y M O R T O N 7 1 S O L O M O N A V E T Y B E E I S L A N D G A 3 1 3 2 8 2 4 0 P $ 6 1 2 . 0 0 4 - 0 0 0 2 - 0 2 - 0 0 2 $ 5 5 , 5 0 0 . 0 0 P E R M I T # : 1 3 0 8 0 8 T O T A L B A L A N C E D U E : $ 6 1 2 . 0 0 I t i s u n d e r s t o o d t h a t i f t h i s p e r m i t i s g r a n t e d t h e b u i l d e r w i l l a t a l l t i m e s c o m p l y w i t h t h e z o n i n g , s u b d i v i s i o n , f l o o d c o n t r o l , b u i l d i n g , f i r e , s o i l a n d s e d i m e n t a t i o n , w e t l a n d s , m a r s h l a n d s p r o t e c t i o n a n d s h o r e p r o t e c t i o n o r d i n a n c e s a n d c o d e s w h e t h e r l o c a l , s t a t e o r f e d e r a l , i n c l u d i n g a l l e n v i r o n m e n t a l l a w s a n d r e g u l a t i o n s w h e n a p p l i c a b l e , s u b s e q u e n t o w n e r s s h o u l d b e i n f o r m e d t h a t a n y a l t e r a t i o n s t o t h e p r o p e r t y m u s t b e a p p r o v e d b y t h e i s s u a n c e o f a n o t h e r b u i l d i n g p e r m i t . P e r m i t h o l d e r a g r e e s t o h o l d t h e C i t y o f T y b e e I s l a n d h a r m l e s s o n a n y c o n s t r u c t i o n c o v e r e d b y t h i s p e r m i t . T h i s p e r m i t m u s t b e p o s t e d i n a c o n s p i c u o u s l o c a t i o n i n t h e f r o n t o f b u i l d i n g a n d p r o t e c t e d f r o m t h e w e a t h e r . I f t h i s p e r m i t i s n o t p o s t e d w o r k w i l l b e s t o p p e d . T h e b u i l d i n g c o n t r a c t o r w i l l r e p l a c e c u r b p a v i n g a n d g u t t e r b r o k e n d u r i n g c o n s t r u c t i o n . T h i s p e r m i t w i l l b e v o i d e d u n l e s s w o r k h a s b e g u n w i t h i n s i x m o n t h s o f t h e d a t e o f i s s u a n c e . S i g n a t u r e o f B u i l d i n g I n s p e c t o r o r A u t h o r i z e d A g e n t : P . O . B o x 2 7 4 9 - 4 0 3 B u t l e r A v e n u e , T y b e e I s l a n d , G e o r g i a 3 1 3 2 8 ( 9 1 2 ) 7 8 6 - 4 5 7 3 - F A X ( 9 1 2 ) 7 8 6 . 9 5 3 9 w w w . c i t y o f t y b e e . o r g I'5-osd RECEIVED "2 .,, City of Tybee Island, Georgia 912-472-5039 - Fax 912-786-9539 APPLICATION FOR BUILDING PERMIT J Property Address: i`C PIN: Narne3a�I Mailing Address — - Telephone f� 7y, Pmrie l [ Glf, Home: q1J Owner ��ow'-5 •S��•F 'rde. , e'-) t' Ay, It . 111,13 114(eeW-7_ Cell: 414—�ew_., Architect or Wr F � Engineer TAc ��St( -�S Ste;#r /a t�l�.�� c s2 Sq& Contractory' !!-- l�v� j 0G 9blv.0 7heo'k ail that appy C; -tingle Family ❑ Discovery/Tearout ❑ Duplex ❑ Footprint Changes ❑ Multi -Family units IU additional square ❑ Commercial —_ unit(s) feet heated/cooled Office: Vg 3 -tl57 Cell: Office: Cell: ?%/,2'�r V% %dam ❑ Demolition or Relocation ❑ Other * 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 commercialproject may require Site Flan Approval. Details of Project: �stQll k" o c�. opLn :fig � r'►• U` �� Estimated Cost of Cdnstruction: $ (materials + labor + profit/overhead) 500 1 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: Listed on National Historic Register or located within a National Historic District? Y / N • Bu0ings older than 50 years may be eligible % be listed on the State /National Register. With this designa tion, you may be eligible to take advantage of various tax incentive programs Mile preserving the herita a of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation 5� S� 0-^ ; a,l ,s r e --0 e. w, FC m -corft:o�.,+ f ��, 1` D UGC �►`� ~ ©urine construction: by� ; nS o ii�� �'l e bDe-Al S ;n pt`oL On- ite restroom aciltie wriI a provided through '� 1 Instruction debris will be disposed by �y,q _ by means of erstand that !must comply with zoning, flood regulations. I 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, S#ormwater Management. l accept responsibiity fQr any corrective actions that maybe necessaryto restore drainage impaired bythis permitted construction. Y -t', -t de,�. � ' Date: -3 Signature: Prfrrfe6 Name of Applicant - No te: pplicant:/Nate: A permit norma fly takes 7 to 10 days,to process. Processing time fora historic structure may be longer. Approvals: Signa r Planning & Zoning Manager Building Official Water/Sewer Storm/Drainage City Manager Date 14z) S. x.5o 17 - gyp" CE I tv o^ 0er4'to te-� j-e-gv',red aL� G •ase Q'J-t� FEES Permit �a3 Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. �o TOTAL 2 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 chid -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 LMportant 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, AsbestosfEnvironm Projects Involving I The undersigned hereby acknowledges that 1 to the owner, owner's representative, or perm structure prior to the filing of any required i Encapsulation or Demolition" form in ac Environmental Protection Division administers the involved contractors to assure the portion an Accredited Asbestos Inspector for material, renovation, wrecking, or demolition begins a demolition notification from be submitted 10 H building. Further guidance for regulatory cor brochures entitled Asbestos & Renovation ar, as asbestos removal techniques, lead abatemi EPI] regulations that could affect the project. F.:.W.w While BMP deficiencies are not necessarily the Two areas of deficiencies are in the most ba Sediment Barrier. Correct installation informatit Control in Georgia, Fourth Edition 2002 http://www. gaswce.org/does/field_manual_4ed. p ly grant permission , or renovation of a estos Renovation 2s. The Georgia oth the owner and .rghly inspected by e asbestos before sires a completed is present in the provided by the ental issues such editions may have eir responsibility. Exit and Sd1 — on and Sediment m Commission; 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 ost spacing, Type A. Signa tutyforgreceipt of Lead Paint Asbestos, and BMP notices Printed Name Date Chatham County Board of Assessors: 2013 Property Record Card 4-0002-02-002 2013 Chatham County Board of Assessors Property Record Card APPRAISER tlwhitfi LOT E SUB LOT 8 FORT WARD TYBEE LAST INSP 05/24/2007 2012 APPR ZONE 000008 NBHD SALES BOOK/ INS VI QU RSN PRICE PAGE 01 Apr 202S 0492 WD I Q 128,000 1999 GRANTOR:CHERRYDARLENE GRANTEE:MONTGOMERY SHERON R 01 Feb 1 Q 00 71,706 1988 GRANTOR: GRANTEE." 01 Dec 1 Q 00 71,100 1967 GRANTOR: GRANTEE., COMMENTS: 14 Aug 2007 ADD CNG PER STMNT 8114107 APW 16 Mar 2000 ADD CHG NOTE 3-16-2000 SSB - ' SAGis -5 J eo " 0.n 4:) C,�1 Page 1 of 2 4-0002-02-002 4 CARPENTER RD TYBEE ISLAND MONTGOMERY SHERON R'CAMA ASMT 741 PENNELL DR 107,600 50BXF LAND 1 LOUDONVILLE OH 44842 83,900�900 BLDG 1 9,500 3 201,000 201,000 Cost - MS d LOf CODES LAND PROPERTY 0006 RESIDENTIAL USE 2012 UTA 0004 Tybee Island NBHD 020270.00 T270 TYBEE 2011 SCREVEN EXEMPTIONS 226,900 HISTORY LAND IMPR TOTAL 2012 121,300 93,400 214,700 Cama 2011 159,400 67,500 226,900 Cama 2010 226,000 67,500 293,500 Gama 2009 226,000 147,500 373,500 Over 2008 226,000 147,500 373,500 Cama 2007 226,000 146,000 372,000 Cama 2006 222,500 101,500 324,000 Cama 2005 120,000 146,000 266,000 Cama 2004 119,000 129,500 248,500 Cama 2003 85,000 129,500 214,500 Cama 2002 57,500 129,500 187,000 Cama 2001 56,500 88,000 144,500 Cama 2000 44,500 88,500 133,000 Cama 1999 25,500 88,500 114,000 Gama 1998 25,500 87,000 112,500 Cama 1997 108,500 A1C 1996 15,000 57,480 72,480 Over 1995 15,000 57,480 72,480 Over 1994 15,000 57,480 72,480 Over 1993 15,000 57,480 72,460 Over 1992 15,000 57,480 72,480 Over EXTRA FEATURES ID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FDNC SP SP% RCNLD MKT VALUE 136090 84247 AV CPT FLATISHED RF 0 0 800.00 A 8.43 6,744 1986 1986 IR 4,788 4,800 136091 84247 Roof Scr Por/Slab AV 0 0 352.00 A 18.40 6,477 1986 1986 IR 4,599 4,600 136092 84247 WOOD DECK AV 0 0 30.00 A 19.41 582 1986 1986 2R 116 100 LAND ID# 108251 USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE SINGLE FAMILY RES 0 0 5,663.00 -SF 19.00 R1 107600 -ittp:/lboa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessorslPropertyRecordCard.as... 12/10/2013 Jerris Bryant From: morton923@gmail.com Sent: Monday, December 16, 2013 9:34 AM To: Jerris Bryant Subject: Fw: revised structural Attachments: 30143 - BURGESS RESIDENCE - STRUCTURAL DETAILS - 12.13.2013 REVISION.pdf Revised structural drawings for permit application for 4 carpenter Rd. Barry Morton Contractor tel 912-441- 1000. Sent via BlackBerry by AT&T From: "sam liberti" <sam.liberti(&gLnail.com> Date: Mon, 16 Dee 2013 08:12:42 -0500 To: <morton9230) mail.com> Subject: revised structural Barry Here is the revised structural sheet from the engineer Let me know if there is anything else you may need. Thank you Sam Sam Liberti, AIBD, CGP, HERS Low Tide Designs 23 Plantation Park Drive Bld 100- Ste 103 Bluffton Sc 29910 843.$15.9575-o 912.313.3487-c www.lowtidedesiens.com sliberti@lowtidedesigns.com 1 STATE OF GEORGIA hal.........: P F Brian P. Kemp, Secretary of State -, `' Board for Residential and General Contractors ,�'�%]b Residential Basic Individual License No. R131003643 Barry Reiver Morton 246 Dondanville Road Saint Augustine FL 32080 Expires: 6/30/2014 Issued: 9/30/2013 Status: Active 1111111111111111111111111 IN 1111111111111111111111 Real-time license verification is available at sos.georgia.gov/PLB STATE OF GEORGIA ' s Brian P. Kemp, Secretary of State Board for Residential and General Contractors Residential Basic Individual License No. RBI003643 - Active Barrryy Reiver Morton 24G Dondanville Road Saint Augustine FL 32080 Issued: 9/30/2013 Expires 6/30/2014 Real-time license verification is available at sos.georgia.gov/PL13 AQP q/A(O/ 08 F (RK It 6 IQ 4 E 61' 7' 1�2" RBF 103.4' N 5 ~Y 1 �2" RBF z I A o � w o PORCH I'D i 17� Lo 1 w LOT "D" I o o I0 1 STORY FRAMEIco cy)x RESIDENCE / x z Tul 1/2" RBF LOT "E" DECK LOT "F" ' I LOT "G" 1/2" RBF IINCE X ---X 11/2" RBF S 51009'29"W 60.39' PT. LOT 7 PLAT OF LOT "E" OF A SUBDIVISION OF LOT 8, FORT WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA , STREET ADDRESS:4 CARPENTER ROAD FOR: SHERON MONTGOMERY ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD EQUIPMENT: ZONE A-8, BFE 12. TOPCON AP-L1A REFERENCE: PRB 8-P 6ERROR OF CLOSURE: 0 R G jA LINEAR: 1/19,300 �STE'Ry ANG: S"/ANGLE J. WHITLEY REYNOLDS * �° * BALANCED BY: L. S. �, U1 PLAT: 1/54,000 LAND SURVEYOR NO. 2249 Q 20 636 STEPHENSON AVENUE �o� �0 0 SUITE C k sURq �� SCALE: 1" = 20' SAVANNAH, GEORGIA 31405 �r v. DATE: SEPTEMBER 26, 2003 SURVEY � TELEPHONE: 912-352-0464 ITLEY DATE: SEPTEMBER 30, 2003 PLAT FAX: 912-352-7787 FILE NO. 99-84 'AM WWW. "IF W WW". STEEL PIATE 20%Vj"AR1Fj7'A6W 90 SXVAUn MAW d" LVIRUMM AZM 10 AIWW AIM MrSW AAN Mr MW 89 ROM W ANMM MRAW MMUP =�Rnf= PLACEMENr OF LAS SCREWS AND BOLTS IN DECK LEGE" $ AND 84ND JOISTS 47AW ENO Af Off OWN= AND SPACING WWMV NOR M" 6"7j.1 An: /go maw on= aw ENO ROW MaNG Low 2 MW 114 MFAV 2 1ACM f IVJ INCH BAND JDlSl 314 lhw 2 MCM 2 /AVW I " INCH SIMPSON - SDU-6 6'WSB SHEAR C1Q CIS col� TRIPLE 2 X 12 P.T. UP 0 NEW STAIRCA Q) IN SAME 16 X 16 STANDARD WT. CMU PIER r FOOTPRINT W 3 EA. #5 VERTICAL. SEE DETAIL 24! �0 D SIMPSON SDU-61 CONTRACTOR TO VERIFY EXISTING BE AND GET APPROVAL IN 0 0 .1q-0 WRITING FROM 0) cr, INEER PRIOR TO FLITCH BEAM BOLT PAr"TERENG► N PLACING LEDGER 2 X 10 P.T. FLOOR 0 0 0 -1 V BOARD_ , NOT TO SCALE JOISTS 0 161, O.C. k Zz T 3 EA. 1.75 x CY) USE SIMPSON FULL BLOCKING GALVANIZED LUS-1022 16 GP LAM AT MID SPAN HANGARS ON BOTH W/2 0.37 ENDS. INCH STEEL FLITCH LAG SCREW OR BOLT PLATES 0 LEDGER SANDWICHED BETWEEN. SEE DETAIL FOR BOLT PAT RN. r DECK LEDGER LAG BOLT SCHEDULE EX. GARAGE CONTRACTOR TO CONCREZ VERIFY EXISTING BEAM r NOT TO SCALE AND GET APPROVAL IN WRITING FROM ENGINEER PRIOR TO PLACING LEDGER SIMPSON - SDU-61 BOARD] ki 04 W R ISTEEL PLATE 1. C4 6e- rviale_ 'MA— I f%S�03(1"',& 16 X 16 STANDARD WT. CMU PIER L40 L j W 3 EA. #5 VERTICAL. SEE DETAIL 0 SDU-6 9- X 5/8 STEM SIMPSON lo, -op BOLT W/ 1- WASHER EN -4 PML BOLTS) FROOSM FINM W" &A DECK FRAMING PLAN DOUBLE 2 X 12 P.T. BAND NOT TO SCALE 10' WSB SHEAR WALL 5/8- BOLT W/ NUT W/ 2' WASHER ... ......... . .. SPECIAL FOOD H"ARD ZONES - A & AE ZORE—S 3/8- X 6- STEEL PIATE Finished floor elevation one foot minimum 4- X 4- X 3/8- MGLE - 9- LONG ftod Hjtwdkore A. lk7rmk- above BFE. No Interior finishes. Walls PUCE ON MWE OF COMM kO IftifflUr fWos, wells designed to 0ow siAq and designed to allow entry and exit of water. EPR-OPOM TWL9 2 X 12'S DESIGN BASED ON: MR of tvate?, no mochanicle equipment Gate W, K �'4 Na mechanical, electrical, or plumbing Qj DESIGN BASED ON PLAN SET PROVIDED TO THIS ENGINEER BY: SAM LIBERTI 110*01 Wwaez ud twildim-i v,^,etq �*Icj# EF allowed. Only parking, limited storage and L_Aj c1c I < THE PLAN SET WAS DRAWN BY: SAM .1 2113 building access allowed. L4 Z) Ft a.5 0 rta.10 -C 0 li� Q - CONNECTION SECTION THE PLAN SET WAS DATED: 5.15.2013 J NOT TO SCALE THE PLAN SET WAS RELIEVED BY THIS ENGINEER ON: 11.20.2013 I FLX= BM 4 EA. #5 BARS SET VERTICAL IN 16" X 16" CMU. SEE DETAIL FOR DECK I LEDGER REQUIREMENTS 5/8 GAT:q. CARRAGE BOLT W/ 3" SIMPSON DHK STUD LENGTH—SIZE —SPACING TABLE EXTERIOR LOAD BEARING Ref: AWC 130 MPH. -Exposure B MAX STUD LENGTH mogwor'401 #2 PRESSURE TREATED SIZE (INCHES) 8, - 1" 2 X SPACING (INCHES, O.C.) SPAN (ft. -in.) 2 X 8 121 - 2" 2 X 12 11-3 16 10-3 24 8_9 WAW,�W-JRf U -11111111111111F 12 14-6 16 coo= 24 10-3 2 X 12 - -, FLOOR JOIST SELECTION TABLE SPECIES: SPOUTHERN YELLOW PINE EFFECTIVE DATE: JUNE 1, 2013 40 PSF LL; 20 PSF DL 360 DEFLECTION #2 PRESSURE TREATED SIZE (INCHES) 8, - 1" 2 X SPACING (INCHES, O.C.) SPAN (ft. -in.) 2 X 8 121 - 2" 2 X 12 11-3 16 10-3 24 8_9 2 X 10 UNSUPPORTED WALL HGT. (FT) 12 14-6 16 12-9 24 10-3 2 X 12 - -, 3 12 17-3 16 15-0 24 12-3 CONCRETE FOOTER AND DECK MECHANICAL FASTENING REQUIREMENTS 19M 1Ah STUD LENGTH—SIZE--SPACING TABLE EXTERIOR NON—LOAD BEARING Ref: AWC 130 MPH B -Exposure MAX STUD LENGTH STUD SIZE STUD SPACING 9' - 5" 2 X 4 12" O.C. 8, - 1" 2 X 4 16" O.C. 14' - 2" 2 X 6 12" O.C. 121 - 2" 2 X 6 16" O.C. LON -LOAD BEARING WALLS SHALL NOT EXCEED 20 CEILING JOIST SELECTION TABLE SPECIES: SPOUTHERN YELLOW PINE EFFECTIVE DATE: JUNE 1, 2013 40 PSF LL; 20 PSF DL 240 DEFLECTION #2 PRESSURE TREATED SIZE (INCHES) 5 SPACING (INCHES, O.C.) SPAN (ft. -in.) 2 X 6 is 12 9-9 16 8_6 24 6-9 2 X 8 UNSUPPORTED WALL HGT. (FT) 12 12-0 16 10-9 24 6-9 2 X 10 1 3 12 14-9 16 12-9 24 10-3 2 X 12 4b*- 3 12 17-3 16 15-0 24 12-3 m. — WALL AND HEADER STUD SELECTION TABLE WFCM TABLE 3.22F SOUTHERN PINE #2 XAXMM HEADER SPAN FEET _T 3 5 #4 12 15 is NUMBER OF HEADER STUDS AT END OF HEADER (JACK STUDS) 1 T1 2 2 1 2 UNSUPPORTED WALL HGT. (FT) STUD SPACING (INCHES O.C.) ._ NUMBER OF FULL LENGTH STUDS AT END OF HEADER (JUNG STUDS) 10' OR LESS 12 2 2 3 3 3 3 16 2 2 3 3 3 3 G.T. 10 FEET 11 12 2 2 3 4 5 5 16 2 2 3 3 4 4 NOT TO S= U ^ UV r n 0 wig C DATE: 12.3.2013 :wary effort has boon made to Identify CC;1,q violations, no oversight by the ALL CONSTRUCTION MUST COMPLY WITH THE Sam # reviewer shall be construed as authority r got aside IITI4_QA4__AN0 All Electrical Installatlone must OAn Approved set of Plans Must to violate, cancel, alter o -, THE IAC ONE ANO TWI comply with The :stlorial Electric Remain on Job Site at All TIMOSP f er 111cable codes or ordinances. The FAMILY DWELLING CODE an, review and permit should not be construed gra© comps' Cock_::' bll�.Edltlon end SUft as a w;.,rr,,4nty or guarantee. AND STATE OF ajogGIA AMENDMENTS of Georgia Amendments flevlew':�J' 1zH_____0ateA �, #4 lk NOT TO S= U ^ UV r n 0 wig C DATE: 12.3.2013 :wary effort has boon made to Identify CC;1,q violations, no oversight by the ALL CONSTRUCTION MUST COMPLY WITH THE Sam # reviewer shall be construed as authority r got aside IITI4_QA4__AN0 All Electrical Installatlone must OAn Approved set of Plans Must to violate, cancel, alter o -, THE IAC ONE ANO TWI comply with The :stlorial Electric Remain on Job Site at All TIMOSP f er 111cable codes or ordinances. The FAMILY DWELLING CODE an, review and permit should not be construed gra© comps' Cock_::' bll�.Edltlon end SUft as a w;.,rr,,4nty or guarantee. AND STATE OF ajogGIA AMENDMENTS of Georgia Amendments flevlew':�J' 1zH_____0ateA �, 1 CL LOT "D" (0 Q �A�) 4 N 45-2-8-C)»E 61 7t _ 2 B / 303.¢ 1/2" RUQ' I � G' - z � p W O k w ' � 11.0' PORCH w 17.0' I a c� 1 STORY FRAME X RESIDENCE Z LOT E„ 6.t)' DECK x CQ CQ 1/2" RBF— BF X WO DEN FENCE X_ S 51°09'29"W 60.39' PT. LOT 7 RBF LOT "F" LOT "G" PLAT OF, -LOT "E" OF A SUBDIVISION OF LOT 8, FORT WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS:4 CARPENTER ROAD FOR: SHERON MONTGOMERY ACCORDING TO THE F.I.R.M. DATED 6/17/66 THIS LOT IS WITHIN FLOOD EQUIPMENT: ZONE A-8, BFE 12. TOPCON AP-L1A REFERENCE: PRB 8-P 6ERROR OF CLOSURE: ,ORGjA LINEAR: 1%19,300 � �TER* BALANCED B�L. S. J. GYHITLEY REYNOLDS PLAT. 1/54.000 LAND SURVEYOR NO. 2249 0 BO 636 STEPHENSON AVENUE 04 © I ===F====l SUITE C d 91JRq '�� SCALE: 1" = 20' SAVANNAH, GEORGIA. 31405' r �,LE� g� DATE: SEPTEMBER 26, 2003 SURVEY TELEPHONE: 912-352-0464 DATE: SEPTIMMER 30, 2003 PLAT FAX: 912-352--7787 FILE NO. 99-84 ��J D E M O L I T I O N N O T E E S 1 ) R E M O V E E X 1 5 T I N O P O S T S U P P O R T 2 ) R E M O V E E X 1 5 T I N 6 2 X 1 0 G I R D E R 5 ) R E M O V E S T A I R C A R R I A G E A N D S I D E P O R C H 4 ) R E M O V E A L L S C R E E N A N D A C C E S S O R I E S P R O V I D E R O O F S U P P O R T D U R I N O D E M O L I T I O N 5 ) R E M O V E F R O N T D O O R b ) R E M O V E A L L P L Y W O O D F R O M C E I L I N G O F ��i P O R C H 7 ) R E M O V E A N D R E P A I R C H A N N E L R U S T I C W O O D S I D I N G A T E N T R Y W A L L . 5 ) R - = M O V E E X I S T I N G D E C K I N C C A N D I N S T A L L N E W 5 / 4 " T # G U N D E R L A Y M E N T , C L U E A N D N A I L 5 C A U E 1 ' a s I t _ Q E X I S T I N G P O S T : X I S T I N S ' O S T m 1 EX. CSAR.AeE CONCRETE t C,OVERW 67ARACSE CONCIRETE EX ADD SA5 WINDOW LINE FOR NI~W STOVE PROVIDE IR -11 BATT INSULATION IN FLOOR J015T. FURR CEILING AS REG2UIRED. PROVIDE PRICE FOR CLOSED CELL FOAM - REINFORCE EX15TINO FLOOR JOIST WITH 5ALV. JOIST HANGERS AND NEN 2 X 10 LWOMM BOARD FASTENED TO EXISTING HOUSE BY CODE---_._ REMOVE DOOR AND CHANCE TO CASED tOPENIN EX DOOR t -- r -x. HOUSE ADD &AS LINE FOR FIREPLACE ALIGN OUTSIDE EDGE OF BEAM KITH EXI5TIN6. TIE END OF BEAM INTO EXI5TING PIER WITH HURRICANE 5TRAP5 PER CODE TO PREVENT UPLIFT NEN STAIRCASE IN SAME FOOTPRINT 01i V NEN STAIRCASE IN SAME FOOTPRINT 0 N 5/O a0 LSA 5/O 1 LO r� � � .-a�•�'' rn CL CV ud'j ccc G Ci O I .� o 41 CL N N 3/0 5/0 1 � LU 5/O o b 5/O in1-4 5/0 5/0 -- 43 0 EX i-ilc''I.'d3li WINDOW PURR CEILING DON TO ACCEPT R30 SAME NOTES APPLY BATT INSULATION. PRICE CLOSED ON ALTERNATE CELL FOR ALTERNATE PROVIDE R-15 BATT INSULATION IN NEW HALLS. PROVIDE PRICE FOR WAC NEW CLOSED CELL FOAM MH SEAM (5) 1.775 X 11.5'15 NEN 16" PIERS NEN BEAM 16' 13MAM 1A/2 X E SPECIFIED BT NEN 16" PIERS NEW BEAM (5) 1:15 X I I A175 SAME NOTES APPLY ON ALTERNATE 1` -STABILIZE EXISTING FIREPLACE STRUCTURE TO HOU5E. THI5 WILL Ii Insulations must TO BE EXPLORATORY TO DETERMINE REGUIREMENT5 comply with The Goor213 FAR7 # AL PLi k FLAN ""-'NEW UNIT FOR DUCTLESS UNIT. TIE State Energy Code SALE 1�4„ a I,��„ INTO EXI5TINe PLATFORM A5 Edition REQUIRED FOR NEN UNIT and State of Georgia Amendments EXTERIOR WALL FRAMINIO IRC SECT. 8602 AND SSTD. THE LENGTH OF SHEAR WED 99 SECT, 300...MUST BE DETERMIN ED DYALL NEEDED DESIGNER. MINI THE HOME MUM THICKNESS (SHEATHING & ROOF DECKING) 131,72 INCHES. AL7ERNA7 51 =�E FDRCH PAR71 AL FLOOR PLAN SCALE 1/4" = 1'-0" EXTERIOR SHEAR WALL6 SSTD 10-99 SECT. 305.4.3. Windows and doors shall not be Installed near corners within 27 Inches for 8 feet wall height and 34 Inches for 10 feet wall height, Double Studs at each end, CSNAL NOTES ALL NORC SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 2406 I.R.G. (INTERNATIONAL RE51DENTIAL CODE) WITH 6EOR61A AMENDMENTS, SOUTHERN BUILDING CODE CON6RE55 INTERNATIONAL 55TD. 10-11a, HURRICANE RESISTANT CONSTRUCTION STANDARD # CURRENT IECC ENERGY CODES 2. CRAWL SPACE $ OARAOE SHALL BE CROSS -VENTILATED tCH 5Y VENTS WITH A NET AREA OF NOT LESS THAN ONE SO. FT. �S OF VENT AREA FOR EACH ISO 50, FT. OF MEASURED IN PLAN. 5. PROVIDE HURRICANE CLIPS AT ALL RAFTERS 9 JOISTS OF REMODELM AREA AT ALL >~;XTERIOR DEM FLOOR JOISTS PROVIDE GALVANIZED HURRICANE CLIPS. 4. ALL PLUMBINcS V40RK SHALL CONFORM TO LOCAL, STA'V'E, AND FEDERAL CMES IHCLUDIN6 THE CURIMAT EDITION OF THE STANDARD PLIAONS CODE. 5. CONTRACTOR SKA LL EM RESPONSIBLE FOR COORDINATION WITH LOCAL OR PRIVATE VnLITi' COMPANIES OR AOMIES FOR RELOCATION OF, OR CONNECTION TO EXISTING UTILITIES. 6. THE TOP HEAD OF EXTERIOR DOORS AND NINDONS TO BE AT THE SAME HEISHT ABOVE THE FINISH FLOOR UNLESS NOTED OTHER HSE. 1. ALL EXTERIOR WALL5 ARE 2X4. ANY HALLS OVER 10 AND LESS THAN 14' SHALL BE 2 X 6 6. ALL INTERIOR HALLS ARE 2X4, EXCEPT INHERE NOTED. R. PATCH AND REPAIR CONCRETE AFTER INSTALLATION OF NEW PIERS. PROVIDE PRICE FOR PAiNTINS CONCRETE FLOOR 10. BUILDER TO SEAL ALL PENETRATIONS IN WALLS. FLOOR C] ILINS WITH CLOSED CELL. FOAM TO ENSURE SEALED ENCLOSURE 11. ALL NEW NI NDOWca AND DOORS TO HAVE NON- EXPANDABLE FOAM AT PERIMETER TO ENSURE TIGHT SEAL 12. ANY WO00 TOUCHING MASONRY SHALL BE PT 15. BUILDER SHALL. INSTALL ALL REQUIRE HEADERS AMD REPAIR ANY ROTTEN WOOD AS FOUND IN THE PORCH AREA ONLY. ALL OTHER AREAS WILL BE ON AN ADDITIONAL PROP05AL A5 REGiU1RE tSETWEEN BUILDER AND OWNER. 14.PROVIDE SEPARATE jvR©POSAL FOR. PAINTINS NEW Aim EXISTING EXTERIOR AND INTERIOR., PRELIMINARY BUILDER NOTES PROVIDE ALLOAANCES FOR THE FOLLOWING ITEMS. I. PROVIDE ALLOWANCE FOR SINrSL.E HUNS LON E GLASS VINYL GLAD WINDOW5- DP50 2. PROVIDE ALLOWANCE FOR NEW METAL CLAD FRENCH DOOR- DP50 5. PROVIDE ALLOWANCE FOR CARPET IN SUNROOM\ 4. PROVIDE ALLOWANCE FOR PAINTING INTERIOR AND 5TAININC-7 EXTERIOR 3. PROViVe PRia FOR RE -ROOFING ENTIRE HOUSE 6. PRESSURE WASHING AND CLEANING OF EXTERIOR OF MUSE 7. CARPET d3. INSTALLATION OF OAS LINE FOR CSAS LOGS AND NEW GAS STOVE ITEMS TO INCLUDE ON 1510 - PATCH AND REPAIR CONCRETE AFTER INSTALLATION OF NEW GM U1 COLUMNS TRIM - 625 BASE FJ 366 CASING ON DOORS AND WIDOWS. ALLOW FOR 5Hi~ETROCIG RETURN NEW UPORADE POR ELECTRICAL 15OX PER REOUIRED CIRCUIT NEEDS WINDOWS, DOORS AND SKYLIGHTS SSTD 10.99 TABLES 602A1, 602A2, 6024. SECT 604 AND IRC U111.2 WINDOWS, D x`' 61 u' 0113 X" 2 a�TLIWITS B ALL S APPROVED UID ':T'�.LED T3 COMPLY 1t r r II BOTH 1081111 2 AND E6alvli71E1200D , Al- 0 Professional Member of American Institute of Building Design DESIGNED BY S. LIBERTI DRAWN BY SAL PROJECT NUMBER 13.119 SHEET m LSA LO � � .-a�•�'' rn CL CV ud'j ccc G Ci .� o CL e(ICL t2G1 Ed CL U- CL N U DESIGNED BY S. LIBERTI DRAWN BY SAL PROJECT NUMBER 13.119 SHEET iryl.U� � LU tu 43 Lw ii.0 I- DATE: APRIL 15 ,2013 REVISION: Z 05.26.13 U 05.29.13 07.08.13 © 12.05.13 !L W 0 a DESIGNED BY S. LIBERTI DRAWN BY SAL PROJECT NUMBER 13.119 SHEET NEN MWIL NEX16 ow P1 MASM TO MA F-4 PARTIAL. R-1 CHT EL.EVATION EXPAN:;�� PORCH SCALE 1/4" = 1'-0" RC -1 RAILS REQUIRED. 34" to 38" in height with coantinuous. U IRC312' 18C 1013 GUARDS REQUIRED. Porches, balconies, decks, ramps, et more than 30" above floor or grade: RESIDENTIAL - minimum height 3 COMMERCIAL - minimum height 4 Largest opening Permitted FI5ER6-7LA55/A5PHALT 5HINGLES OR APPROVED EQUAL. PROVIDE PRICE FOR RE-ROOFIN5 ENTIRE ROOF 5INSLE HUNG KN001,6 PER ALLOWANCE- LOki E NON -IMPACT T - TOP OF SECOND FLOOR HALLS POOR HEADER SIDING TO MATCH T '0 COI - I to 1i 5F.001`0 FLOOR OF FIRST FLOOR WALLS I DOOR HEADER NEV4 IVX 16" CMU PIER W MASONRY VENEF-R, TO MATCH -t '. a 13.00 M.B.L. 0 HORIZONTAL ( 4 FRAME I .94em A B Awan Inate of Barg cc - tib r CO ul C" Co co rn ra U - z z LLJ LU LU LLJ Uj 8 < —1 U— LU is) lu LU is) lu X A < j 0 DATE: APRIL 15 ,2013 REVISION: Z 05.26.13 0 05-29.13 x 07.08.13 0 12.05.13 U. Ci W 0 W n_ DESIGNED BY S. LIBERTI DRAWN BY SAL PROJECT NUMBER 13-119 SHEET A301 30 YR. ARCHITECTURAL FIBERGLASS HURRICANE TIES PER ENCSINEER ASPHALT ROOF SHINGLE OR APPROVED EQUAL R-30 FIBER6LA55 IN5ULATION 15# ASPH. ROOFING FELT, ON 1/2" GDX PLY BETWEEN EXISTING 2 X 6 .bI5T5 ®I6" p,G, ON 2 X & RAFTERS alb" O.G. EXCEPT A5 NOTED, NAILHuCCI� �$ UNLESS ©TIaERW(SE NOTED IN ACCORDANCE W/ SBGGI 55TD 10-qQ STANDARD --y .__.I ,,M A...r_h aafteir PREFINSHED METAL DRIP __.----- EDGE LOW PROFILE _----�--- """ ,.,..- ,� All Insulations must comply with The Georgl3 State Energy Code moi.' - ca Edition and State of Georgia, I X 4 545 FASCIA CONT. Amendments I X8, 545 FASCIA CONT. 1/2" 6YP5UM BOARD 2 X 6 #2 5US-FA50IA CONT. I X6 545 SOFFIT STARTER CONT. LU 2" CONT. SOFFIT VENT ko — 3/5" PLYWOOD SOFFIT LU IF FOAMING RAFTER i 10 tu OFF RAFTER AT TOP I X 4 FREEZE BD. CONT. ALL �NF-rrzar,nUa bi --"'� R-15 FI5ERGLA55 IN5ULATION ,..- �'... BETWEEN 2 X 4 JOIST5 a 16" O.C. 2 X 4 PERLINS ---''� _ UNLE55 OTHERN15E NOTED 1/2" GDX PLYWOOD 5HEATHIN5 ------ W/ DUPONT "5TUCG0 WRAP" ON ENTIRE EXTERIOR, NAIL SHEATHING IN ACCORDANCE W/ 5BGG1 55TD IO-gcl STANDARD If2" CWpSUM BOARD CHANNEL RUSTIC SIDING, MATCH EXISTINS -- ,2 X 4 SOLE PLA'T'E CONT, 5/4" T4 G UNDERLAYMENT, BUILD UP TO MATCH FLOOR FOR CARPET SECOND FLOOR WATER TABLE MATCH EXISTING �„Ift .4- �"-,._ -.. --- ..... _ ,. , M.,...,.,.,... -- .. . d s W LL 9 co ca r� LU LU Lh- LU C7 2 9 lei (5) I15 X 11.615 LVL COVERED WITH 5/4" PLYYVOOQ 22 GA ALUMINUM FLA5HINS 8" X 8" X 8" GMU PIER POURED SOLID- ALLOW FOR BEAM BEARING POINT CMIU WITH STUCCO VENEER 16" X 16" X'5" CMU PIER POURED SOLID THP.EADED ROD VERTICAL TIES PER ENC I NI :ERS ORAWI N65 APPROX. LINE OF FINISHED SRAVE 4 X S PT SEAM BOLTED TO BEAMS AND COLUMNS. PROVIDE SOL117 BLOCKING IN TOP OF BOX COLUMN TO PROVIDE SAGKI NG FOR BOLTS --., FASCIA TO MATCH PER I/A4.1 CHANNEL RU5TIG 51DINry TO MATCH —...._ 56" HT PT HANDRAIL WITH PICKETS PROVIDE #250 LATERAL PRESSURE ER CODE FASTEN 2 X 10 LEDGER TO HOUSE PER CODE Ix 4 $45 WOOD I X 10 545 WOOD 1 X 12 545 WOOD 5/4" T4 S UNDERLAYMENT. BUILD UP TO I X TRIM TO MATCH HOUSE MATCH FLOOR FOR. CARPET NEW 2 XIO FLOOR J015TS 2 X 10 SOLID BLOCKING UNDER 8" PT COX WOOD COLUMN. BLOCKIN& MECHANICALLY FASTENED TO PROVIDE ALL TREADED 8017 STEEL BEAM AND SECURE PER ENGINEER STEEL FLITCH BEAM WITH WOOD PRAHIN+55 FOR UPLIFT. BLOC IG INA A5 RIEQU 1 RED SY ENf-�INEER 3/8" R/5 PLYA0OD TO MATCH EXISTING .---� CLO HDU5 5RACKE75 PER CODE FOR PERIMETER 2 x IO BANDS. I X 6 HORIZONTAL PT WOG SLATS IN 2 X 4 PT FRAME 6" X 8" PT POST W/ SIMPSON POST BRACKET AS REQUIRED I \\ \\\ \\ e { d v ° // // /� f / ' /�/ 1E�"XIS"X IS" CONCRETE FOOTINCv PER ENSINEERS 56" X 56"X56" CONCRETE FOC7TI NCS PER ENCI NEER \\ ,\ \ \ d DRAWINO� a d�/,/\/ \�\f o t 4 4. 4 if (EA4 A4.1 SCALE 1 ALL I"=11-0 Ci fi I1�J �I/�/ 0 H ===o, R ME L111111 BID 0 PrOWSianal Member of American mluie of Batg W* uuii� L LU ko LU 10 tu lu LLAI[ z .D ' F- DATE: APRIL 15 ,2093 � REVISION: Z 05.26.93 V 05.29.93 TCL' 07.08.93 p 92.05.93 U. W Q 0- - aa DESIGNED DESIGNED BY S. LIBERTI DRAWN BY SAL PROJECT NUMBER 93-919 SKEET