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NINTH TE_17 & 19.pdf
CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : Issued to: 01- 002055 DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PUk;HASE ORDER PO Number: 14 -26810 This number must appear on a re ated correspondence, shipping papers and invoices. Date: Ship to: 05/29/ 2014 Requisition # : 14 26810 CITY HALL 403 BUTLER AVENUE T Y B E E I S L A N D , GA 3 1 3 2 8 Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 Eng - 9th Ter - Stoeffle 100 - 7220 -52 -1203 Davis Engineering, Inc. invoice #21304301 dated 05/29/2014 for engineering at Lots 16 and 17 on Ninth Terrace - Stoeffler Purchase Order void after 90 days. 0.00 35.0.00 Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 350.00 Authorized by For the City of Tybee Island Date DATE ISSUED: 06 -04 -2014 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 # CITY OF TYBEE ISLAND ENGINEERING FEES ABANDONED PROJECT 17 & 19 NINTH TER DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 912 - 786 -4542 DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 P $ 850.00 PROJECT VALUATION $ 1.00 Engineering fees through end of fiscal year — due by June 19, 2014 TOTAL BALANCE DUE: PERMIT #: 130477 $ 350.00 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 Aer,t- DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.com May 29, 2014 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: Lots 16 &17 9th Terrace 08 -16 -13 08 -28 -13 08 -30 -13 Invoice # 21304301 Phone (912) 786 -4573 Fax: (912) 786 -9539 1.0 9th Terrace Plan /Design review 0.5 Design review response to Mark 0.5 Site meeting w /Joe Wilson & Mark Boswell 2 hours @ $175 /hr. = $350 DATE ISSUED: 07 -30 -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 # CITY OF TYBEE ISLAND BUILDING PERMIT ABANDONED PROJECT 17 & 19 NINTH TER DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 912 - 786 -4542 DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 P $ 500.00 PROJECT VALUATION $ 1.00 ; `or.{ ; '� T ,fir �q. ii it tI' SEE MI PERMIT #: 130477 TOTAL BALANCE DUE: $ 500.00 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 DATE ISSUED: 07 -30 -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 CITY OF TYBEE ISLAND BUILDING PERMIT ABANDONED PROJECT 17 & 19 NINTH TER DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 912 - 786 -4542 DESOTO BEACH PROPERTIES LLC PO BOX 1398 TYBEE ISLAND GA 31328 P $ 500.00 $ 1.00 PERMIT #: 130477 TOTAL BALANCE DUE: $ 500.00 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: /5-r.„;e- P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org J3 -o4177 CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 f EC 07 IVED SAO pages 1 — 7 of permit application Required submittals: ,/ 2 sets building plans 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check # / 1 11 Street address tJ of 1.) Ninth Terrace, Tybee Island, GA 31328 PIN # 4- 0006- 05 -006C NAME MAILING ADDRESS PHO Owner n rrc + Jim toeffler po / 3`'6 T y (tv 5gy.- ¢ r ? f 3 7- Home: 9/ 2 ?'Y9 Cell: 9 j z_ s'4,'.2 _ ;706 Architect or Engineer Sanders Trowell & Associates 22 West Bryan Street #155 Savannah GA 114001 Office: Cell: 912-323-1220 Contractor W. H. Strong Company 22 E. Liberty Street, Savannah,GA 31401 Office912- 233 -7690 Cell: 912- 272 -0201 Check all that apply: New Construction ❑ Other ❑ Commercial Residential Single Family ❑ Duplex Multi- Family units Details of project: Single family, new construction (RX)1/ vY14 q Estimated cost of construction: $ 300,000 A copy of the contract maybe requested. Construction type: 1 (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 4,192.8 sq. ft. # buildings 1 # units 1 # floors 2 # bedrooms 2 # bathrooms 3 # of egresses 1., An elevator is not an accepted means of egress. Height 35' Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated /cooled square footage 1,853 Flood Zone AE (AE or VE) Base Flood Elevation 12 Design Flood Elevation (BFE + 1 -foot) As -built setbacks: Front 12' 1 3/16" Total driveway(s) width Rear 10' 0 3/8 " Sides (L) 10' 1 3/4" (R) 10'49/16" feet # of openings Culvert? Swale? Number of off - street parking spaces Number of trees to be removed Approx. 14 A separate tree removal permit is required. 1 2/28/2013 During construction on -site restrooms will be provided by A -OK Construction debris will be disposed by Atlantic Waste by means of 30 YD Container Section 22 -169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1- foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applica Printed name: Walter Strong Date: 7/ The following will be completed by City of Tybee Island personnel. Zoning District Flood Zone BFE DFE Approved zoning action? Verified street address If new, has it been reported to MPC, CRC, etc.? New Existing Number of egresses? Average adjacent grade feet Drainage and Erosion Control plans approved? Approval Signature Date Building Official Water /Sewer Public Works Fire Chief Planning & Zoning S4rong 3 j plate FEES Permit Inspections Water Tap CC Recovery Sewer Stub Aid to Construction Engineering Ala qrAo r 9,1P4, Plan deposit refund TOTAL Z SD LJ begun J ve- ct;a 2,5-b Qi e os; f)Na`' The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.qaswcc.orq/docs/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http: / /gaswcc.georgia.qov /. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved 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, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Printed name: Walter Strong 3 February 2013 Date: 7 /,j CITY OF TYBEE ISLAND P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application Street address of project Lot 16, Ninth Terrace, Tybee Island, GA 31328 Plumbing company Jenkins Plumbing Company Plumbing contact person & phone numbers Joe 912- 330 -0761 912 - 210 -7750 office cell Name of property owner(s) Jim Stoeffler Phone numbers of property owner(s) office cell Details of project Single family, new construction Residential X Commercial Enter the required number of water taps /meters and sewer stubs: WATER TAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 1 3/4" 1 4" 1" 6" 1 -1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner /contractor. Contact the Water /Sewer Department at 912.472.5051 for line and tie -in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of own//e // Printed name: Ctile' f%c Signature of contractor: Printed name: Walter Strong 4 Date: —.7/12-'(//3 Date: 7/ A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at Lot 16, Ninth Terrace, Tybee Island GA 1328 require an infrastructure alteration permit? street address of project [1] Yes No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordanc ith these provisions. Signature of contractor: ..e�"""` Date: y/1 Printed name: Walter Strong 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: Lot 16, Ninth Terrace, Tybee Island, GA 31328 This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and /or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. ALL electrical wiring, service included, must be COPPER. NO aluminum allowed. Section 9- 050(B) Means shall be provided to disconnect all conductors from the service- entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: l / Printed name: if Signature of contractor: Printed name: Walter strong 6 Date: -7 Z2 /4 Date: 74.3 Subcontractor List Street address of project: Lot 16, Ninth Tcrracc, Tybce Island, GA 31328 Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company Jenkins Plumbing Company Address 86 Columbia Drive, Pooler GA 31322 Contact person Joe 2. Company M.L. Sloan Electric Company, Inc. Business type Plumber Cell number 912- 210 -7750 Office number 912- 330 -0761 Business type Electric Address 2900 D. Captain Street, Savannah, GA 31404 Cell number 912 - 313 -5485 Contact person Mike Sloan 3. Company Gerralds Heating and Air Address P.O. Box 459, Richmond Hill, GA 31324 Office number 912- 352 -0110 Business type Mechinacal Cell number 912- 756 -3422 Contact person Office number 912- 313 -9348 4. Company Business type Address Cell number Contact person Office number 5. Company Business type Address Cell number Contact person Office number 6. Company Business type Address CeII number Contact person Office number Attach additional sheets if needed. RESchec r Software Version 4.4.1 Compliance Certificate Project Title: New Beach Cottage 1 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Lot 16, Ninth Terrace Tybee Island, GA 31328 2009 IECC Tybee Island, Georgia Single Family 16% 1851 2 Owner /Agent: Greg Stoeffler Tybee Island, GA 31328 Designer /Contractor: Walter Strong Contractor Compliance: Passes usin • UA trade -off Compliance: 18.4% Better Than Code Maximum UA: 773 Your UA: 631 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.30 Assembly Gross Cavity Area or R -Value Perimeter Cont. Glazing UA R -Value or Door U- Factor Floor 1: Slab -On- Grade:Heated Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Outside Air Front: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Door 1: Glass SHGC: 0.27 Right Side: Wood Frame, 16" o.c. Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Rear: Wood Frame, 16" o.c. Window 3: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Door 2: Glass SHGC: 0.27 Left Side: Wood Frame, 16" o.c. Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Ceiling 1: Cathedral Ceiling (no attic) 229 0.0 239 1309 19.0 0.0 62 630 13.0 0.0 39 60 0.400 24 100 0.350 35 528 13.0 0.0 38 60 0.400 24 630 13.0 0.0 40 86 0.400 34 60 0.350 21 528 13.0 0.0 42 10 0.400 4 1309 49.0 0.0 29 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 16 -9th Terrace.rck Date Report date: 07/23/13 Page 1 of 4 REScheck So-ware''erseon 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R -49.0 cavity insulation Comments. Above -Grade Walls: ❑ Front: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. ❑ Right Side: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. ❑ Rear: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. ❑ Left Side: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. Doors: ❑ Door 1: Glass, U- factor: 0.350 Comments. ❑ Door 2: Glass, U- factor: 0.350 Comments. Floors: ❑ Floor 1: Slab -On- Grade:Heated, R -0 (uninsulated) Comments. ❑ Floor 2: All -Wood Joist/Truss:Over Outside Air, R -19.0 cavity insulation Comments - Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 16 -9th Terrace.rck Report date: 07/23/13 Page 2 of 4 CI The area - weighted average Solar Gain Coefficient (SHGC) of all glazing cannot excee accordance with the NFRC test procedure or taken from the default table. SHGC values are determined in Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather- stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood- burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier, (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 148.2 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 222.4 cfm (12 cfm per 100 ft2 of conditioned floor area) pressure differential of 0.1 inches w.g. (3) Rough -in total leakage test with air handler installed: Less than or equal to 111.2 cfm (6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4) Rough -in total leakage test without air handler installed: Less than or equal to 74.1 cfm (4 cfm per 100 ft2 of conditioned floor area). Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 16 -9th Terrace.rck Report date: 07/23/13 Page 3 of 4 Heating and Cooling Equipmer zing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: ❑ Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 16 -9th Terrace.rck Report date: 07/23/13 Page 4 of 4 le 2009 IECC ..nergy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 49.00 13.00 19.00 Glass & Door Rating U- Factor SHGC Window Door 0.40 0.35 0.32 0.27 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date. Comments: RECEIVED CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 pages 1 — 7 of permit application Required submittals: ✓2 sets building plans f./ 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans N7 $250 plan deposit (will be forfeited if project is abandoned) check # Y // q Street address(Lot 1 )Ni � Terrace, Tybee Island, GA, 31328 NAME MAILING ADDRESS PIN # 4- 006- 05 -006B P Owner 6(e .. Jim gtoeffler PO'0> l358 ! � 'c , S L. Home: ci /2 "--)96 061t1 7 ell: q 7 5-4) ,c700 Architect or Engineer Sanders, Trowell & Associates 22 West Bryan Street 3 I.1 2e #155 Savannah. GA 31401 Office: Cell: 323 -1220 Contractor W. H. Strong Company 22 W. Liberty Street, Savannah GA 31401 Office:912- 233 -7690 Cell: 912 - 272 -0201 Check all that apply: ® New Construction ❑ Other Details of project: ❑ Commercial Single Family, New Construction ® Residential ® Single Family • Duplex ❑ Multi - Family units 69—Piat)- 77g i Estimated cost of construction: $ 300,000 A copy of the contract maybe requested. Construction type: 1 (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 4,192.8 sq. ft. # buildings 1 # units 1 # floors 2 # bedrooms 2 # bathrooms 3 # of egresses 1, An elevator is not an accepted means of egress. Height 35' Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated /cooled square footage 1,853 Flood Zone AE (AE or VE) Base Flood Elevation 12 Design Flood Elevation (BFE + 1 -foot) As -built setbacks: Front 12' 1 9/16" Total driveway(s) width Rear 10' Sides (L) 10' 2 7/8" (R) 10' 4 9/16 /" feet # of openings Culvert? Swale? Number of off - street parking spaces Number of trees to be removed Approximately 14 A separate tree removal permit is required. 1 2/28/2013 During construction on -site restrooms will be provided by A -OK Construction debris will be disposed by Atlantic Waste by means of 30 yd container Section 22 -169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1- foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A .ermit normall re.uires 7 to 10 busin: s days to process. Signature of applicant: Printed name: Walter Strong Date: 7,T The following will be completed by City of Tybee Island personnel. Zoning District Flood Zone BFE DFE Approved zoning action? Verified street address If new, has it been reported to MPC, CRC, etc.? New Existing Number of egresses? Average adjacent grade feet Drainage and Erosion Control plans approved? Approval Signature Date Building Official Water /Sewer Public Works Fire Chief Planning & Zoning 3`o 3 aba�d4 000, rev; <<.� Iua 2 begs �r-‘ ` �a y j! ro ,,,\ FEES Permit Inspections Water Tap CC Recovery Sewer Stub " Aid to Construction En ineering abard ) rood- Zso Plan deposit refund TOTAL Z SD r 250 defgs; -1'. The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http: / /www.gaswcc.orq /docs /field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://qaswcc.qeorqia.qov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved 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, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Printed name: Walter Strong 3 February 2013 Date: 74:4 CITY OF TYBEE ISLAND P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application Street address of project Lot 17 Ninth Terrace, Tybee Island, GA, 31328 Plumbing company Jenkins Plumbing Company Plumbing contact person & phone numbers office cell Name of property owner(s) Jim Stoeffler Phone numbers of property owner(s) office cell Details of project Single family, new construction Residential X Commercial Enter the required number of water taps /meters and sewer stubs: WATER TAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 1 3/4" 1 4" 1" 6" 1 -1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner /contractor. Contact the Water /Sewer Department at 912.472.5051 for line and tie -in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: Printed name: s� 5 -e Signature of contractor: Printed name: Walter Strong 4 Date: T7l2 / Date: A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at Lot 17 Ninth Terrace, Tybee Island, GA, 31328 require an infrastructure alteration permit? street address of project fI Yes No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accord with these provisions. Signature of contractor: Printed name: Walter Strong Date: Z 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: Lot 17 Ninth Terrace, Tybee Island, GA, 31328 This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and /or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. ALL electrical wiring, service included, must be COPPER. NO aluminum allowed. Section 9- 050(B) Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 State Enerqy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Enerqy Code AFFIDAVITS Date: -7/z // Date: —71 Signature of owner: 6 SA, Printed name: r Signature of contractor: Printed name: Walter Strong 6 Subcontractor List Street address of project: Lot 17 Ninth Terrace, Tybee Island, GA, 31328 Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company Jenkins Plumbing Company Address 86 Columbia Drive, Pooler, GA 31322 Contact person 2. Company M.L. Sloan Electric Company, Inc. Address 2900 D. Captain Street, Savannah GA 31404 Contact person Mike Sloan 3. Company Gerralds Heating and Air Address P.O. Box 459, Richmond Hill, GA 31324 Contact person 4. Company Address Contact person 5. Company Address Contact person 6. Company Address Contact person Business type Plumbing Cell number Office number 912 - 330 -0761 Business type Electrical Cell number Office number 912 - 352 -0110 Business type Mechanical Cell number 912 - 313 -9348 Office number Business type Cell number Office number Business type Cell number Office number Business type Cell number Office number Attach additional sheets if needed. 7 ,s(?`Scheca: Software Version 4.4,1 Compliance Certificate Project Title: New Beach Cottage 1 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Lot 17, Ninth Terrace Tybee Island, GA 31328 2009 IECC Tybee Island, Georgia Single Family 16% 1851 2 Owner /Agent: Greg Stoeffler Tybee Island, GA 31328 Designer /Contractor: Walter Strong Contractor Compliance: Passes us n. UA trade-off Compliance: 18.4% Better Than Code Maximum UA: 773 Your UA: 631 Maximum SHGC: 0.30 Your SHGC: 0.30 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Assembly Gross Cavity Area or R -Value Perimeter Cont. R- Value Glazing UA or Door U- Factor Floor 1: Slab -On- Grade:Heated Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Outside Air Front: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Door 1: Glass SHGC: 0.27 Right Side: Wood Frame, 16" o.c. Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Rear: Wood Frame, 16" o.c. Window 3: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Door 2: Glass SHGC: 0.27 Left Side: Wood Frame, 16" o.c. Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.32 Ceiling 1: Cathedral Ceiling (no attic) 229 1309 19.0 630 13.0 60 100 528 13.0 60 630 13.0 86 60 528 13.0 10 1309 49.0 0.0 239 0.0 62 0.0 39 0.400 24 0.350 35 0.0 38 0.400 24 0.0 40 0.400 34 0.350 21 0.0 42 0.400 4 0.0 29 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 17 -9th Terrace.rck Date Report date: 07/23/13 Page 1 of 4 REScheck Software Version 4.4,1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R -49.0 cavity insulation Comments. Above -Grade Walls: ❑ Front: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. ❑ Right Side: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. ❑ Rear: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments- CI Left Side: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments. Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U- factor: 0.400 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. Doors: ❑ Door 1: Glass, U- factor: 0.350 Comments: ❑ Door 2: Glass, U- factor: 0.350 Comments. Floors: ❑ Floor 1: Slab -On- Grade:Heated, R -0 (uninsulated) Comments: ❑ Floor 2: All -Wood Joist/Truss:Over Outside Air, R -19.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 17 -9th Terrace.rck Report date: 07/23/13 Page 2 of 4 " T h e a r e a - w e i g h t e d a v e r a g e S o l a r i G a i n C o e f f i c i e n t ( S H G C ) o f a l l g l a z i n g c a n n o t e x c e e S H G C v a l u e s a r e d e t e r m i n e d i n a c c o r d a n c e w i t h t h e N F R C t e s t p r o c e d u r e o r t a k e n f r o m t h e d e f a u l t t a b l e . A i r L e a k a g e : Q' J o i n t s ( i n c l u d i n g r i m j o i s t j u n c t i o n s ) , a t t i c a c c e s s o p e n i n g s , p e n e t r a t i o n s , a n d a l l o t h e r s u c h o p e n i n g s i n t h e b u i l d i n g e n v e l o p e t h a t a r e s o u r c e s o f a i r l e a k a g e a r e s e a l e d w i t h c a u l k , g a s k e t e d , w e a t h e r s t r i p p e d o r o t h e r w i s e s e a l e d w i t h a n a i r b a r r i e r m a t e r i a l , s u i t a b l e f i l m o r s o l i d m a t e r i a l . " A i r b a r r i e r a n d s e a l i n g e x i s t s o n c o m m o n w a l l s b e t w e e n d w e l l i n g u n i t s , o n e x t e r i o r w a l l s b e h i n d t u b s / s h o w e r s , a n d i n o p e n i n g s b e t w e e n w i n d o w / d o o r j a m b s a n d f r a m i n g . �% R e c e s s e d l i g h t s i n t h e b u i l d i n g t h e r m a l e n v e l o p e a r e 1 ) t y p e I C r a t e d a n d A S T M E 2 8 3 l a b e l e d a n d 2 ) s e a l e d w i t h a g a s k e t o r c a u l k b e t w e e n t h e h o u s i n g a n d t h e i n t e r i o r w a l l o r c e i l i n g c o v e r i n g . " A c c e s s d o o r s s e p a r a t i n g c o n d i t i o n e d f r o m u n c o n d i t i o n e d s p a c e a r e w e a t h e r - s t r i p p e d a n d i n s u l a t e d ( w i t h o u t i n s u l a t i o n c o m p r e s s i o n o r d a m a g e ) t o a t l e a s t t h e l e v e l o f i n s u l a t i o n o n t h e s u r r o u n d i n g s u r f a c e s . W h e r e l o o s e f i l l i n s u l a t i o n e x i s t s , a b a f f l e o r r e t a i n e r i s i n s t a l l e d t o m a i n t a i n i n s u l a t i o n a p p l i c a t i o n . L I W o o d - b u r n i n g f i r e p l a c e s h a v e g a s k e t e d d o o r s a n d o u t d o o r c o m b u s t i o n a i r . A i r S e a l i n g a n d I n s u l a t i o n : L i B u i l d i n g e n v e l o p e a i r t i g h t n e s s a n d i n s u l a t i o n i n s t a l l a t i o n c o m p l i e s b y e i t h e r 1 ) a p o s t r o u g h - i n b l o w e r d o o r t e s t r e s u l t o f l e s s t h a n 7 A C H a t 3 3 . 5 p s f O R 2 ) t h e f o l l o w i n g i t e m s h a v e b e e n s a t i s f i e d : ( a ) A i r b a r r i e r s a n d t h e r m a l b a r r i e r : I n s t a l l e d o n o u t s i d e o f a i r - p e r m e a b l e i n s u l a t i o n a n d b r e a k s o r j o i n t s i n t h e a i r b a r r i e r a r e f i l l e d o r r e p a i r e d . ( b ) C e i l i n g / a t t i c : A i r b a r r i e r i n a n y d r o p p e d c e i l i n g / s o f f i t i s s u b s t a n t i a l l y a l i g n e d w i t h i n s u l a t i o n a n d a n y g a p s a r e s e a l e d . ( c ) A b o v e - g r a d e w a l l s : I n s u l a t i o n i s i n s t a l l e d i n s u b s t a n t i a l c o n t a c t a n d c o n t i n u o u s a l i g n m e n t w i t h t h e b u i l d i n g e n v e l o p e a i r b a r r i e r . ( d ) F l o o r s : A i r b a r r i e r i s i n s t a l l e d a t a n y e x p o s e d e d g e o f i n s u l a t i o n . ( e ) P l u m b i n g a n d w i r i n g : I n s u l a t i o n i s p l a c e d b e t w e e n o u t s i d e a n d p i p e s . B a t t i n s u l a t i o n i s c u t t o f i t a r o u n d w i r i n g a n d p l u m b i n g , o r s p r a y e d / b l o w n i n s u l a t i o n e x t e n d s b e h i n d p i p i n g a n d w i r i n g . ( f ) C o r n e r s , h e a d e r s , n a r r o w f r a m i n g c a v i t i e s , a n d r i m j o i s t s a r e i n s u l a t e d . ( g ) S h o w e r / t u b o n e x t e r i o r w a l l : I n s u l a t i o n e x i s t s b e t w e e n s h o w e r s / t u b s a n d e x t e r i o r w a l l . M a t e r i a l s I d e n t i f i c a t i o n a n d I n s t a l l a t i o n : " M a t e r i a l s a n d e q u i p m e n t a r e i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . �% I n s u l a t i o n i s i n s t a l l e d i n s u b s t a n t i a l c o n t a c t w i t h t h e s u r f a c e b e i n g i n s u l a t e d a n d i n a m a n n e r t h a t a c h i e v e s t h e r a t e d R - v a l u e . Q' M a t e r i a l s a n d e q u i p m e n t a r e i d e n t i f i e d s o t h a t c o m p l i a n c e c a n b e d e t e r m i n e d . Q' M a n u f a c t u r e r m a n u a l s f o r a l l i n s t a l l e d h e a t i n g a n d c o o l i n g e q u i p m e n t a n d s e r v i c e w a t e r h e a t i n g e q u i p m e n t h a v e b e e n p r o v i d e d . " I n s u l a t i o n R - v a l u e s a n d g l a z i n g U - f a c t o r s a r e c l e a r l y m a r k e d o n t h e b u i l d i n g p l a n s o r s p e c i f i c a t i o n s . D u c t I n s u l a t i o n : Q' S u p p l y d u c t s i n a t t i c s a r e i n s u l a t e d t o a m i n i m u m o f R - 8 . A l l o t h e r d u c t s i n u n c o n d i t i o n e d s p a c e s o r o u t s i d e t h e b u i l d i n g e n v e l o p e a r e i n s u l a t e d t o a t l e a s t R - 6 . D u c t C o n s t r u c t i o n a n d T e s t i n g : " B u i l d i n g f r a m i n g c a v i t i e s a r e n o t u s e d a s s u p p l y d u c t s . " A l l j o i n t s a n d s e a m s o f a i r d u c t s , a i r h a n d l e r s , f i l t e r b o x e s , a n d b u i l d i n g c a v i t i e s u s e d a s r e t u r n d u c t s a r e s u b s t a n t i a l l y a i r t i g h t b y m e a n s o f t a p e s , m a s t i c s , l i q u i d s e a l a n t s , g a s k e t i n g o r o t h e r a p p r o v e d c l o s u r e s y s t e m s . T a p e s , m a s t i c s , a n d f a s t e n e r s a r e r a t e d U L 1 8 1 A o r U L 1 8 1 B a n d a r e l a b e l e d a c c o r d i n g t o t h e d u c t c o n s t r u c t i o n . M e t a l d u c t c o n n e c t i o n s w i t h e q u i p m e n t a n d / o r f i t t i n g s a r e m e c h a n i c a l l y f a s t e n e d . C r i m p j o i n t s f o r r o u n d m e t a l d u c t s h a v e a c o n t a c t l a p o f a t l e a s t 1 1 / 2 i n c h e s a n d a r e f a s t e n e d w i t h a m i n i m u m o f t h r e e e q u a l l y s p a c e d s h e e t - m e t a l s c r e w s . E x c e p t i o n s : J o i n t a n d s e a m s c o v e r e d w i t h s p r a y p o l y u r e t h a n e f o a m . W h e r e a p a r t i a l l y i n a c c e s s i b l e d u c t c o n n e c t i o n e x i s t s , m e c h a n i c a l f a s t e n e r s c a n b e e q u a l l y s p a c e d o n t h e e x p o s e d p o r t i o n o f t h e j o i n t s o a s t o p r e v e n t a h i n g e e f f e c t . C o n t i n u o u s l y w e l d e d a n d l o c k i n g - t y p e l o n g i t u d i n a l j o i n t s a n d s e a m s o n d u c t s o p e r a t i n g a t l e s s t h a n 2 i n . w . g . ( 5 0 0 P a ) . " D u c t t i g h t n e s s t e s t h a s b e e n p e r f o r m e d a n d m e e t s o n e o f t h e f o l l o w i n g t e s t c r i t e r i a : ( 1 ) P o s t c o n s t r u c t i o n l e a k a g e t o o u t d o o r s t e s t : L e s s t h a n o r e q u a l t o 1 4 8 . 2 c f m ( 8 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) . ( 2 ) P o s t c o n s t r u c t i o n t o t a l l e a k a g e t e s t ( i n c l u d i n g a i r h a n d l e r e n c l o s u r e ) : L e s s t h a n o r e q u a l t o 2 2 2 . 4 c f m ( 1 2 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) p r e s s u r e d i f f e r e n t i a l o f 0 . 1 i n c h e s w . g . ( 3 ) R o u g h - i n t o t a l l e a k a g e t e s t w i t h a i r h a n d l e r i n s t a l l e d : L e s s t h a n o r e q u a l t o 1 1 1 . 2 c f m ( 6 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) w h e n t e s t e d a t a p r e s s u r e d i f f e r e n t i a l o f 0 . 1 i n c h e s w . g . ( 4 ) R o u g h - i n t o t a l l e a k a g e t e s t w i t h o u t a i r h a n d l e r i n s t a l l e d : L e s s t h a n o r e q u a l t o 7 4 . 1 c f m ( 4 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) . P r o j e c t T i t l e : N e w B e a c h C o t t a g e 1 D a t a f i l e n a m e : Z : \ D o c u m e n t s \ S & T A r c h \ D r a w i n g s \ 2 0 1 3 \ 1 3 1 0 \ L o t 1 7 - 9 t h T e r r a c e . r c k R e p o r t d a t e : 0 7 / 2 3 / 1 3 P a g e 3 o f 4 Heating and Cooling Equipmer, ,zing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: ❑ Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 Lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: New Beach Cottage 1 Data filename: Z: \Documents \S &T Arch \Drawings \2013 \1310 \Lot 17 -9th Terrace.rck Report date: 07/23/13 Page 4 of 4 /J` 2009 IECC energy j Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 49.00 13.00 19.00 Glass & Door Rating U- Factor SHGC Window Door 0.40 0.35 0.32 0.27 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date' Comments: REc DESIGN CALCULATIONS AND HYDROLOGY REPORT FO Lots 16 and 17 Ninth Terrace Tybee Island, Georgia 31328 FO Greg Stoeffler 212 Butler Avenue Tybee Island, Georgia 31328 June, 2013 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAHBOSgBELLSOUTI-LNET VICINITY MAP AND SAGIS US Highways Labels State/US Highways Labels Parcels OBJECTID: 89629 Shape: Polygon PIN. 4- 0006.05.0060 NAME: SIMONTON TANYA W ADDRESS_1- 5 HEMINGWAY DR ADDRESS 2: ADDRESS_3: CITY SAVANNAH STATE: GA ZIP_CODE- 31411 -1410 MUN_CODE. 4 LAND_UNITS: 4200 LAND_DEPTH: 70 LAND_TYPE; SF LAND VALUE. 142800 SALE_PRICE: 35000 SALE YY: 1991 SALE_MM: 06 SALE DD. 21 APC_CODE: COMM_CAT AGENT: LEGAL_1- LOT 16 SUB OF BEACH LOT 56 LEGAL_2. WARD 3 TYBEE ISLAND ZONING: R2 ADTAB TAD: GDATA_EZ: TCR DATE- 5111/2012 CALCAC: 0.096759 ZIPCODE 31328 ZONEID: R-2 Zoning Description. One and Two Family Residences ALDERID. 0 COMMID: 4 Neighborhood Description: T213 TYBEE BTL BEACH Landow Description: Residential V L FLOODID' AE Elementary School. HOWARD ELEMENTARY Meddle School: COASTAL High School: 151and5 Voting Precinct 4-110 PROP ADORE2. 9TH TER TYBEE ISLAND STNUM: Null STSHORTNAM. 9TH STPREFIX: Null STUNIT: Nall STNAME 911-1 FULLADDRESS. 9TH TER Shape_Length: 260.521247 Shape Area: 4214607445 PROP ADDRESS. 911 TER TYBEE ISLAND STREET_LIGHTING. NEIGHBORHOOD_CODE: 20213 LAND FRONTAGE 65 REAL_ESTATE_VALUE: 142800 BUILDING_ VALUE: 0 PROP_OLASS_CODES: 0 LAND_USE_CODE: 91 TRANSIT CODE: 0 TOTAL_ASSESSMENT. 57120 SALE_OR BOOK: 1910 SALE_OR_PAGE. 0607 BASE _YR VALUE: 0 BASE YR VAL CPI_ 0 CAMA LAND VALUE: 142800 CAMA_MISC VALUE. 0 CAMA BLDG_VALUE 0 CAMA TOTAL VALUE. 142800 CHTXFER_FILLER: Null ADTAB _TAD BYV: 0 ADTAB_EZONE- Owner Name. SIMONTON TANYA W Parcels OBJECTID' 89628 Shape. Polygon PIN 4 -0006 -05 -0066 NAME. SIMONTON TANYA W ADDRESS_1: 5 HEMINGWAY DR ADDRESS_2: ACDRESS_3. CITY: SAVANNAH STATE. GA ZIP_CODE 31 41 1 -141 0 MUN CODE: 4 LAND UNITS. 4200 LAND_DEPTH: 70 LAND TYPE: SF LAND VALUE: 142800 SALE PRICE. 35000 SALE_YY. 1991 SALE_MM: 06 SALE_DD: 01 APC_CODE: COMM_CAT AGENT: LEGAL 1. LOT 17 SUB OF BEACH LOT 56 LEGAL_2 WARD 3 TYBEE ISLAND ZONING- R2 ADTAB_TAD: GDATAEZ TCR_DATE: 0'1112012 CALCAC: 0696614 ZIPCODE: 31328 ZONEID: R -2 Zoning Description: One and Two Family Residences ALDERID: 0 COMMID: 4 Neighborhood Description: T213 TYBEE BTL BEACH Landuse Description' Resitlemial V L FLOODID. AE Elementary School HOWARD ELEMENTARY Middle School. COASTAL High 005001: Islands Voting Precinct: 4 -11C PROP_ADORE2 9TH TER TYBEE ISLAND STNUM: Null STSHORTNAM 9TH STPREFIX Null STUNIT: Null STNAME: 9TH FULLADDRESS: 9TH TER Shape Length; 260.303407 Shape Area: 4208.498495 PROP ADDRESS 911-I TER TYBEE ISLAND STREET_ LIGHTING. NEIGHBORHOOD_CODE: 20213 LAND_FRONTAGE 60 REAL_ESTATE_VALUE 142800 BUILDING_VALUE: 0 PROP_CLASS CODES: R LAND_USE CODE: 91 TRANSIT_CODE. 0 TOTAL_ASSESSMENT: 57120 SALE ORBOOK: SALE OR PAGE: BASE YR_VALUE: 0 BASE_YR_VAL_CPI. 0 CAMA_LAND_VALUE 142800 CAMA_ MSC _VALUE 0 CAMA_BLDG_VALUE: 0 CAMA TOTAL VALUE: 142800 CHTXFER_FILLER: Null ADTAB_TAD_BYV. 0 ADTAB_EZONE: Owner Name- SIMONTON TANYA REPORT HYDROLOGY REPORT For Lots 16 amd 17 Ninth Terrace Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing project site contains tw lots which are vacant with trees and the ground is generally flat with slopes between 0 percent and 4 percent. The proposed project will be the construction of a new residential structure on each lot and will have a permeable driveway, grading and utilities. The total site is approximately 0.20 acres with the new project being approximately 0.13 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area of 0.20 acres which sheet drains predominantly to the northwest towards the Ninth Terrace right of way. POST DEVELOPMENT SITE CONDITIONS The proposed drainage area is also 0.20 acres and is slightly changed in drainage pattern from the existing condition in that the proposed drainage is directed mostly north to the existing Ninth Terrace right of way. New run -off is directed by utilizing new swales and sheet drainage. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre - development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE - DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE AREA 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR E -DA 0.26 0.30 0.32 0.36 0.38 0.41 N DA 0.62 0.71 0.77 0.85 0.92 0.98 TOTAL INCREASE IN RUN -OFF 0.36 0.41 0.45 0.49 0.54 0.57 DRAINAGE EXHIBITS 1 142" RBF NINTH TERRACE 20' R/W 13 mann +�9. 120' TO BUTLER AVENUE Da.0i' NINTH TERRACE / / 20' R/W +A o- 8 70•90'00"E 80.00° A� 4 / V2 RBF Op, O^ 4 L V SO V 1 EDA 4� -, / BIM NAIL P IMP = 0.0 AC / a� �'' t� ' ` / Li► PER = 0. f 9 AC / Np\' / NEl►V>[p 1988 TOT =0.19 / 1 Cw = 0.25 // +b ti �oP� // oP4 / /1 6� 0 G,'?' ti !,. 0' OPT / /! / LOT 17 +'\ 4 `o� o/ Q( QP 4, O OP ,, r�� / c32 4.. _.,,�,,0. / Oo O C1 q J� O� O P / +6 % o pP LOT Ilex / / / LOT �'Y 6�� / .,ate° " 4- LOT 16 // / / / z09 / / / // / / +6 / / C� t� / // /Q-F�' / / +� / I� / / ";11/ \ / % 't- / i Q / OP , OPE -'', J�F, � o ' i / I +� b -,. Jam` • — /� off, / \4 ry y.( j� 1� °OPT _ / 0 J P� OP= - -" * 044 ,,N," // / r4BS 1 NAIL IN P/P ZV 9.88 N►VD 1988 +• N 70•30'00"W 80.00' NINTH TERRACE 20' R/W at wows .49.9069.964 120. TO BUTLER AVENUE NINTH TERRACE 20' R/ CMURK NAIL IN P/P ELT 9.88 P/P f NAOD 1986 .88 988 NDA +6� IMP =0.09 AC EER= O.10AC TOT =O.19 Cw =0.G0 +'`' N 70'90'00" w 60.00' LOT It SWALE CALCULA77oNs Worksheet for GS -N TH- CENTER -SWALE Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Manning Formula Normal Depth Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type Subcritical GVF Input Data 0.02,5 0.31000 % 3.00 ft/ft (H:V) 3300 ft/ft (H:V) 0.28 ft3 /s 3.79 in 0.30 ft2 2.00 ft 1.80 in 1.90 ft 0.22 ft 0.02032 ft/ft 0.93 ft/s 0.01 ft 0.33 ft 0.41 Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.79 in Critical Depth 0.22 ft Channel Slope 0.31000 % Critical Slope 0.02032 ft/ft Utz En , Lo-r Bentley Systems, Inc. Haestad Methods SolBtaofe£y twMaster V8i (SELECTserles 1) [08.11.01.03] 6/4/2013 8:12:27 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 EXISTING HYDROORAPHS 1 2 3 4 5 6 Project: STOEFFLER- NINTH -EXTcH AGFIYAH.IDF 6 hyd's 06 -02 -2013 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.26 1 5 11,177 2 -- - -- STOEFFLER- NINTH -ED 2 Rational 0.30 1 5 12,817 5 - -- - -- - -- STOEFFLER - NINTH -ED 3 Rational 0.32 1 5 13,948 10 - -- - - - -- -- STOEFFLER- NINTH -ED 4 Rational 0.36 1 5 15,386 25 - -- STOEFFLER- NINTH -ED 5 Rational 0.38 1 5 16,615 50 -- — — - - --- STOEFFLER- NINTH -ED 6 Rational 0.41 1 5 17,643 100 - - -- - -- - -- STOEFFLER- NINTH -ED Proj. file: STOEFFLER- NINTH -EXT ffIRRG IVNAH.(DF Run date: 06 -02 -2013 Hydrograph Plot Hyd. No. 1 STO EF FLE R -N I NTH -E DA -2 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 2 yrs = 0.2 ac = 5.45 in = SAVANNAH.IDF 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0 English Peak discharge Time interval Runoff coeff. = 0.25 Time of conc. (To) = 5 min Reced. limb factor = 287 = 0.26 cfs = 1 min Total Volume = 11,177 cuft 1 - Rational - 2 Yr - Qp = 0.26 cfs 10 Time (hrs) Hyd. 1 15 20 25 Hydrograph Plot Hyd, No. 2 STOEFFLER -N I NTH -EDA -5 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 5 yrs = 0.2 ac = 6.25 in = SAVANNAH.IDF 0.30 0.25 0.20 CY CJ 0.15 0.10 0.05 0.00 English Peak discharge Time interval Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 = 0.30 cfs = 1 min Total Volume = 12,817 tuft 2 - Rational - 5 Yr - Qp = 0.30 cfs 0 5 10 Time (hrs) Hyd. 2 15 20 25 Hydrograph Plot Hyd. No. 3 STOEFFLER -N I NTH- EDA -10 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 10 yrs = 02 ac = 6.80 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.32 cfs = 1 min = 0.25 = 5 min = 287 English 3 - Rational - 10 Yr - Qp = 0.32 cfs Total Volume = 13,948 cuft 10 Time (hrs) Hyd. 3 Hydrograph Plot Hyd. No. 4 STOEFFLER - NINTH- EDA -25 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 25 yrs = 0.2 ac = 7.50 in = SAVANNAH.IDF English Peak discharge = 0.36 cfs Time interval = 1 min Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 4 - Rational - 25 Yr - Qp = 0.36 cfs Total Volume = 15,386 cult 10 Time (hrs) Hyd.4 Hydrograph Plot Hyd. No. 5 STOE F FLER -N I NTH- EDA -50 -YEAR Hydrograph type Storm frequency Drainage area intensity I -D -F Curve = Rational = 50 yrs = 0.2 ac = 8.10 in = SAVANNAH.IDF Peak discharge = 0.38 cfs Time interval = 1 min Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 English 5 - Rational - 50 Yr - Qp = 0.38 cfs Total Volume = 16,615 cuft 10 Time (hrs) Hyd. 5 Hydrograph Plot Hyd. No. 6 STOEFFLER - NINTH -EDA -100 -YEAR Hydrograph type Storm frequency Drainage area intensity I -D -F Curve = Rational = 100 yrs = 0.2 ac = 8.60 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 287 = 0.41 cfs = 1 min English Total Volume = 17,643 cuft 6 - Rational -100 Yr - Qp = 0.41 cfs 10 Time (hrs) Hyd.6 PROPOSED HYDROGRAPHS 1 2 3 Project: STOEFFLER -NIN ' DIFFOS3RANNNAH .IDF 4 5 6 06 -02 -2013 Hydr {.graph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.62 1 5 26,824 2 -- - -- - -- STOEFFLER- NINTH -ND 2 Rational 0.71 1 5 30,760 5 - - -- - -- - - -- STOEFFLER- NINTH -ND 3 Rational 0.77 1 5 33,476 10 – - -- - -- STOEFFLER- NINTH -ND 4 Rational 0.85 1 5 36,926 25 -- — -- STOEFFLER- NINTH -ND 5 Rational 0.92 1 5 39,876 50 -- - - -- STOEFFLER- NINTH -ND 6 Rational 0.98 1 5 42,343 100 -- - - - -- - - -- STOEFFLER- NINTH -ND Proj. file: STOEFFLER - NINTH -N. VVIIDW RGSGI MINAHJDF J Run date: 06 -02 -2013 Hydrograph Plot Hyd. No. 1 STO EFFLER -N I NTH -N DA -2 -YEAR Hydrograph type Storm frequency Drainage area intensity I -D -F Curve = Rational = 2 yrs = 0.2 ac = 5.45 in SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.6 Time of conc. (Tc) = 5 min Reced. limb factor = 287 = 0.62 cfs = 1 min English 1 - Rational - 2 Yr - Qp = 0.62 cfs Total Volume = 26,824 cuft 10 Time (hrs) Hyd. 1 Hydrograph Plot Hyd. No, 2 STOEFFL,ER- NINTH -NDA -5 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 5 yrs = 0.2 ac = 6.25 in = SAVANNAH.IDF Peak discharge = 0.71 cfs Time interval = 1 min Runoff coeff. = 0.6 Time of conc. (Tc) = 5 min Reced. limb factor = 287 English Total Volume = 30,760 tuft 2 Rational - 5 Yr - Qp = 0.71 cfs 10 Time (hrs) Hyd. 2 Hydrograph Plot Hyd. No. 3 STOEFFLER - NINTH- NDA -10 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 10 yrs = 0.2 ac = 6.80 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.6 Time of conc. (Tc) = 5 min Reced. limb factor = 287 = 0.77 cfs = 1 min English 3 - Rational -10 Yr - Qp = 0.77 as Total Volume = 33,476 cuft 10 Time (hrs) Hyd. 3 15 20 25 Hydrograph Plot Hyd. No. 4 STOEFFLER-NINTH-NDA-25-YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 25 yrs = 0.2 ac = 7.50 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Raced. limb factor = 0.85 cfs = 1 min = 0.6 = 5 min = 287 English Total Volume = 36,926 cuff 4 - Rational - 25 Yr - Qp = 0.85 cfs Time (hrs) Hyd. 4 Hydrograph Plot Hyd. No. 5 STO E F F LE R- NINTH - N DA -50 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 50 yrs = 0.2 ac = 8.10 in = SAVANNAH.IDF 1.0 0.8 0.6 0.4 0.2 0.0 English Peak discharge = 0.92 cfs Time interval = 1 min Runoff coeff. = 0.6 Time of conc. (Tc) = 5 min Reced. limb factor = 287 Total Volume = 39,876 cuft 5 - Rational - 50 Yr - Qp = 0.92 cfs 0 10 Time (hrs) Hyd. 5 15 20 25 Hydrograph Plot Hyd. No. 6 STOEFFLER -N INTH -N DA- 100 -YEAR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 100 yrs = 0.2 ac = 8.60 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.6 Time of conc. (Tc) = 5 min Reced. limb factor = 287 = 0.98 cfs = 1 min English Total Volume = 42,343 cuft 6 - Rational -100 Yr - Qp = 0.98 cfs 10 Time (hrs) Hyd. 6 FEMA MAP SCALE 1" = 500' 250 0 500 1000 FEET -� METEF 'Hoi e it Creel ___3541000m N ZONE AE (EL 13) 1 514aoom E ZONE AE (EL 14) ZONE VE (EL 16) 32° 00' 00" 80° 50' 37.5' ZONE VE (EL 15) NIF�n PANEL 0213F 110", Ut, rm Pir Tun INS tnQu . FIRM FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA AND tNCORPORATEF AREAS PANEL 213 OF 455 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX CHATHAM COUNTY 130030 0213 TYBEE ISLAND, CITY OF 135164 0213 Notice to User' The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP NUMBER 13051CO213F EFFECTIVE DATE SEPTEMBER 26, 2008 Federal Emergency Management Agency , This is an official copy of a portion of the above referenced flood map It was extracted using F -MIT On -Line This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program 11 ood maps check the FEMA Flood Map Store at www.msc fcma.gov SoJLs 32' 0' 7'. 32 0"3" Soil Map —Bryan and Chatham Counties. Georgia 514550 514560 514570 514580 514510 514600 514610 514620 514630 514545 514650 514660 514670 514685 514690 514700 514710 514550 514560 614570 514580 514500 514550 514,610 514620 514630 514640 514650 514650 514570 514680 514690 514700 514710 mA Map Scala 1.823 if printed on A size t8.5 "z 11"7 sheet 0 10 20 45 Meters 60 0 USDA Natural Resources Conservation Service 45 00 180 Feel 270 Web Soil Survey National Cooperative Soil Survey 6/2/2013 Page 1 of 3 320'7" 32" Cr 3" Sod Map -Bryan and Chatham Counties, Georgia MAP LEGEND MAP INFORMATION Area of Interest (A01) ,C0 Very Stony Spot Area of interest (AOI) y Wet Spot p Soils Soil Map Units Special Point Features .. i Blowout a. Other Special Line Features Gully . . Short Sleep Siope ▪ Borrow Pit Other X Clay Spot + Closed Depression 7. Gravel Pit • Gravelly Spot C) Landfill A Lava Flow • Marsh or swamp .' Mine or quarry @ Miscellaneous Water Q Perennial Water Rock Outcrop { Saltine Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip 1 Sock Spot _, Spoil Area • Stony Spot Political Features 0. Cities Water features Streams and Canals Transportation .-r-r. Rails Map Scale: 1.823 if printed on A size (8.5' v 11 ") sheet. The soil surveys that comprise your AOI were mapped at 1'20,000 Warning. Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL. httplMwebsoilsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. ry Interstate Highways Sal Survey Area Bryan and Chatham Counties, Georgia US Reuter Survey Area Data. Version 7, Mar 28, 2011 Major Roads Date(s) aerial images were photographed; 9/5/2007 Local Roads The orthophoto or other base map on which the sad lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident USDA Natural Resources rm/ Conservation Service Web Sal Survey National Cooperative Soil Survey 6/212013 Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Bryan and Chatham Counties, Georgia (GA613) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AO1 Cuc Chipley -Urban land complex Totals for Area of Interest 3.7 100.0 %� 3.7 100.0% Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/2/2013 Page 3 of 3 8 9 10 (2) 2x6 TOP PLATE 2x6 BLOCKING CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) 2x6 BLOCKING 2x6 BASE PLATE 0 Q O CORNER JACKS 4— !lV 2x6 BLOCKING 2x6 BLOCKING CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) ROOF TRUSSES AT 24 "o /c m AA\ (2) F (2) 2x6 TOP PLATE (2) F - SIMPSON H2.5 HURRICANE CLIPS (ONE ON EA. SIDE - STAGGERED) OR (1) H10 CLIP PER RAFTER SIMPSON TP 35 STRAPS SIMPSON PHD5 -SDS3 HOLDOWN W/ 5/8 "o ANCHOR BOLT (EA. CORNER) THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) TYPICAL WALL ASSEMBLY DETAIL (2x6's WALL, WOOD FRAMED FLOOR) NOT TO SCALE NGTH STUDS 2x6's WALL STU ' S ,�� 16 "o /c 3/4" PLYWOOD ' LOOR FLOOR JOIST 0 16 "o /c (SEE PLAN) 2x6's WALL ST DS ® 16 "o /c 2x6 BLOCKING :NGTH STUDS W 10 2x6 BLOCKING FLOOR FRAMING (P.T.) CONT. BASE PLATE 5/8 "0 ANCHOR BOLTS SPACED PER CODE W/ 3 "x3 "x 1 /8" SQUARE WASHER & NUT Qr :L10pia MINIMUM WALL AND HEADER STUD REQUIREMENTS 0 t= a iE 0 w 0 MAXIMUM HEADER SPAN (FT.) 3ft Eft 14 12 ft a 0 NUMBER OF HEADER STUDS SUPPORTING EACH END OF THE HEADER r Pr Ti 1 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF THE HEADER 10 FEET OR LESS 16 "o /c 2 2 3 GREATER THEN 10 FEET 16 "ojc 2 2 3 3 �» •••• . ®• : • RSP4 EA. STUD 'LATE TIES (TYP,) ii 1 1 i ii F -r Ih HEADE? (SEE SCHEDULE) 7- SIMPSON TP 35 STRAPS WINDOW OPENING HEADER STUDS (SEE SCHEDULE) tt ULL LENC -'H STUDS (2) FUi L L SIM ST SON TP PS 5 c RSP4 EA. STUD 'LATE TIES (TYPR) i 3P HEADER (SEE SCHEDULE) t SIMPSON TP 35 STRAPS WINDOW OR DOOR OPENING /HEADER STUDS (SEESCHEDULE) (2) FULL Li ULL LENC -H STUDS 1 1 1 1 ■i 1 . 11 1 1 1 SIMPSON TP 35 STRAPS SIMPSON PHD5 -SDS3 HOLDOWN W/ 5/8 "o ANCHOR BOLT (EA. CORNER) THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) TYPICAL WALL ASSEMBLY DETAIL (2x6's WALL, WOOD FRAMED FLOOR) NOT TO SCALE NGTH STUDS 2x6's WALL STU ' S ,�� 16 "o /c 3/4" PLYWOOD ' LOOR FLOOR JOIST 0 16 "o /c (SEE PLAN) 2x6's WALL ST DS ® 16 "o /c 2x6 BLOCKING :NGTH STUDS W 10 2x6 BLOCKING FLOOR FRAMING (P.T.) CONT. BASE PLATE 5/8 "0 ANCHOR BOLTS SPACED PER CODE W/ 3 "x3 "x 1 /8" SQUARE WASHER & NUT Qr :L10pia MINIMUM WALL AND HEADER STUD REQUIREMENTS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's ® 1 6" O.C.) (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's 16" O.C.) (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' —O" OPENINGS (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (2) 2x1 2's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS SEE NOTES FOR NAILING PATTERN 4' -0" AS REQ'D. 4' -0" CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) (2) TOP PLATES SIMPSON HURRICANE CLIPS (EA. RAFTER CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) SEE NOTES FOR NAILING PATTERN WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILING PAI I ERN NOT TO SCALE RAFTER H2.5 HURRICANE CLIP NOT TO SCALE RAI- I ER H10 HURRICANE CLIP 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION HOLDDOWN NOT TO SCALE ENDWALL CORNER STUD CONNECTED TO TRANSFER SHEAR 2 -16 d COMMON NAILS MINIMUM CO 6" O.C. SINGLE HOLDDOWN AT CORNERS NOT TO SCALE RELEASED FOR CONSTRUCTION (6-n-13) JOB: 1310 CAD FILE: MS -PLAN DRA JN Err: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. DRAWING REVISIONS 0 t= a iE 0 w 0 MAXIMUM HEADER SPAN (FT.) 3ft Eft 9ft 12 ft a 0 NUMBER OF HEADER STUDS SUPPORTING EACH END OF THE HEADER 1 1 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF THE HEADER 10 FEET OR LESS 16 "o /c 2 2 3 3 GREATER THEN 10 FEET 16 "ojc 2 2 3 3 DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's ® 1 6" O.C.) (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's 16" O.C.) (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' —O" OPENINGS (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (2) 2x1 2's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS SEE NOTES FOR NAILING PATTERN 4' -0" AS REQ'D. 4' -0" CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) (2) TOP PLATES SIMPSON HURRICANE CLIPS (EA. RAFTER CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) SEE NOTES FOR NAILING PATTERN WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILING PAI I ERN NOT TO SCALE RAFTER H2.5 HURRICANE CLIP NOT TO SCALE RAI- I ER H10 HURRICANE CLIP 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION HOLDDOWN NOT TO SCALE ENDWALL CORNER STUD CONNECTED TO TRANSFER SHEAR 2 -16 d COMMON NAILS MINIMUM CO 6" O.C. SINGLE HOLDDOWN AT CORNERS NOT TO SCALE RELEASED FOR CONSTRUCTION (6-n-13) JOB: 1310 CAD FILE: MS -PLAN DRA JN Err: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. DRAWING REVISIONS 0 t= a iE 0 w 0 a 0 xavw SEAL NO • : + * LESS SIGNED NEW IBE 4CI-1 COTTAGE for: JIM 4 SIRES STCEFFLER U6 nY 0 C 1— �- 7 z .4 ill W on I— STRUCTURAL DETAILS A8.1 2 3 4 5 6 7 8 9 10 A B c D E F G 1 2 3 4 5 6 7 8 9 10 REINFORCED CONCRETE MASONRY NOTES: ALL BLOCK CELLS ARE TO BE GROUTED SOUD FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, WITH A MINIMUM COMPRESSIVE STRENGTH F'm = 2400 PSI. MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270, TYPE S. HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A116, CLASS 1 OR CLASS 3, OR ASTM A153, CLASS B -2. FURNISH PREFABRICATED CORNER AND TEE UNITS. HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED BY MORTAR. REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS, UNLESS NOTED. VERTICAL MASONRY WALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE NOTES FOR VERTICAL REINFORCING DETAILING, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN.) AT DOWELS AND SPUCES. VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS ( #5) AND HOOKED AT UNTELS. CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH F'c =3000 PSI IN 28 DAYS. REFER TO CONCREIE NOTES FOR CONCRETE MIXING AND PLACEMENT REQUIREMENTS. CONCRETE AGGREGATE WILL BE 1/2 "0 MAX. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 153, CLASS B -2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS 1. STRUCTURAL STEEL GENERAL NOTES TOP OF STEEL ELEVATIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM FIRST FLOOR FINISH ELEVATION, UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ERECTION AND FABRICATION TO INSURE PROPER ASSEMBLY OF ALL CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT /ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, WILL CONFORM TO THE REQUIREMENTS OF ASTM A36. STRUCTURAL PIPE COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53, TYPE E OR S, GRADE B OR ASTM A501. STRUCTURAL STEEL TUBING (SQUARE OR RECTANGULAR) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501 OR ASTM A500, GRADE B. UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. HIGH STRENGTH BOLTS (ASTM A- 325N). CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. ALL DETAIUNG, FABRICATION AND ERECTION OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR BUILDINGS, LATEST EDITION. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. ALL WELDING SHALL BE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 AND EXECUTED WITH WELDERS QUALIFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS D1.1. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, ANCHOR BOLT NUTS TO ASTM A563. ALL COLUMN ANCHOR BOLTS HOLES TO BE OVERSIZED IN ACCORDANCE WITH RECOMMENDATIONS OF AISC MANUAL FOR DETAILING FOR STEEL CONSTRUCTION. GROUT UNDER COLUMN BASE PLATES SHALL BE NON- SHRINK, MASTER BUILDERS, "MASTERFLOW 713" OR "FIVE STAR GROUT" BY U.S. GROUT CORP., OR "CRYSTEX" BY L &M CONSTRUCTION CHEMICALS, INC. OR EQ. MIXED AND PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. STANDARD SHOP PAINT SHALL BE RED ALKYD ZINC CHROMATE PRIMER PER FED. SPEC. TTP -636 OR EQ. PROVIDED PER APPROVED MANUFACTURER STANDARD. REFER TO ARCH. SPECIFICATIONS FOR FINISH COAT REQUIREMENTS. STEEL SURFACE SHALL BE CLEANED IN ACCORDANCE WITH SSPC -SP3, FOR PREPARATION PRIOR TO PRIMER PAINTING, UNLESS REQUIRED OTHERWISE BY PRIMER MANUFACTURER. ALL WELDED, BURNED, OR OTHERWISE DAMAGED AREAS SHALL BE REPAIRED AND RECOATED IN ACCORDANCE WITH COATING MATERIAL MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION, AS OUTLINED FROM AISC SPEC. SECT. 1.25 - ERECTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO STANDARD BUILDING CODE AND AITC MANUAL FOR ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR BORED WITHOUT ARCHITECT'S APPROVAL THE ENGINEERING OF FRAMING MEMBERS IS BASED ON NO. 2 SOUTHERN YELLOW PINE. FB = 1200 PSI, E = 1 ,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING. ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A -153. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP -2. ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET THE REQUIREMENTS OF PS1 -83 OR APA PRP -108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER WILL BE CLASSIFIED "EXTERIOR ". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDMON ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED PRIOR TO TEMPORARY BRACINGS ARE REMOVED. TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBIUTY OF THE CONTRACTOR AND /OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. GENERAL CONSTRUCTION NOTES: ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY FUNDING INSTITUTIONCOPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES BEFORE STARTING WORK, NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES. ALL CONSIRUCTION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE, OSHA, ACI, AISC AND AITC CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND /OR BENEATH SLABS. SUBGRADE PREPARATION NOTES: PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DEBRIES. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN -OFF. IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT /ENGINEER. ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACFILLED WITH APPROVED SUITABLE BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROI I FR. COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D -1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE FOOTINGS AND SLABS. ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH ASTM D- 1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIES. ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 8 TO 10 INCH THICK LOOSE LIFTS AND COMPACTEDTO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. THE DESIGN SOIL BEARING PRESSURE IS 2006 PSF. CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE. MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN ACCORDANCE WITH ACI 305. CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT /ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPUCATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE ONES SHALL BE CARRIED OUT WITH EXTREME CAUTION. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP -66, LATEST EDITION. ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS. PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE -BARS AS REQUIRED TO SUIT SPECIAL CONDITIONS. CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE REQUIREMENTS AND THIS DRAWINGS FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE. DESIGN CRITERIA 2006 INTERNATIONAL CODE 1. FLOOR DEAD LOADS: 2. FLOOR LIVE LOADS: 3. ROOF DEAD LOAD: 4. ROOF LIVE LOADS: 5. WIND LOAD: PARTITIONS FIXED EQUIPMENT FINISHES LIVING ROOMS SLEEPING ROOMS ATTIC W/ STORAGE ATTIC W/0 STORAGE DECKS BALCONIES GUARDRAILS & HANDRAILS ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEIUNG FIXED EQUIPMENT TRIBUTARY AREA: 0 TO 200 SF 201 TO 600 SF OVER 600 SF 3 SECOND GUST WIND SPEED (FIG. 1609) EQUIVALENT BASIC WIND SPEED (TAB. 1609.3.1) ROOF NET UPLIFT = 20 PSF 20 PSF ACTUAL WEIGHT ACTUAL WEIGHT 40 PSF 30 PSF 20 PSF 10 PSF 40 PSF 60 PSF 200# 2.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 5.0 PSF ACTUAL WEIGHT LIVE LOAD: 20 PSF Lr =20xR1 R1= 1.2 -0.001 At (400 SF 16 PSF) 12 PSF V3s = 130 MPH Vfm = 110 MPH 6. SEISMIC CRITERIA: (2006 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLASS "D" AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S1 = 0.3 SITE COEFFICIENT VALUES: Fa = 1.1, F = 1.8 7. LOAD COMBINATIONS: DL + LL DL + WL DL + LL + WL 100% BASIC STRESS 133% BASIC STRESS 133% BASIC STRESS WINDOW AND DOOR DESIGN PRESSURE RATINGS PER 2006 INTERNATIONAL RESIDENTIAL CODE DESIGN PRESSURE VALUES LISTED IN THE TABLE ARE IN POUNDS PER SQUARE FOOT (PSF) 3 SECOND GUST WIND SPEED V3s = 130 MPH MEAN ROOF HEIGHT (MRH) INLAND LOCATION (EXPOSURE "B") THIS PROJECT (MRH) ZONE (4) 15' DP 35 20' DP 35 25' DP 35 30' DP 35 1 35' DP 35 40' 45' 50' DP 40 DP 40 DP 40 ZONE (5) DP 45 DP 45 DP 45 DP 45 DP 45 DP 45 DP 50 DP 50 MEAN ROOF HEIGHT (MRH) OCEAN /MARSH LOCATION (EXPOSURE "C ") (MRH) ZONE (4) ZONE (5) 15' 20' 25' 30' 35' 40' 45' 50' DP 40 DP 45 DP 45 DP 50 DP 50 DP 50 DP 55 DP 55 DP 50 DP 55 DP 55 DP 60 DP 60 DP 65 DP 65 DP 65 ZONE (5) ZONE 5 ZONE (4) ,ZONE (4) WIND PRESSURE ZONE DIAGRAM NOT TO SCALE RELEA5ED FOR CONSTRUCTION (6- 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: : SLT CHECKED 131': GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. T - T oo niggis ,g(3031, pier us 3: el gi SEAL NO +1LESS SIGNED NEW 5E,4CH COTTAGE for: JIM 4 G1REG STOEFFLE R STRUCTURAL DETAILS ,48.2 1 2 3 4 5 6 7 8 9 10 A B c D F G H 6 7 8 9 10 ELECTRICAL LEGEND SYMBOL TYPE @ 110v DUPLEX RECEPTACLE OUTLET gat HALF NOT, 110V DUPLEX RECEPTACLE OUTLET X220 220V RECEPTACLE OUTLET ggt VW WEATHERPROOF DUPLEX RECEPTACLE OUTLET 110V DUP. RECEPT.OUTLET GND. FAULT INTERRUPT al g10) IN CABINET DEDICATED - MICROWAVE HOOD K) TELEPHONE OUTLET ® CAT 6 WIRE -c- INCANDESCENT LIGHT (SURFACE MOUNTED) FO LIGHT (WALL MOUNTED) HANGING LIGHTS er lQ RECESSED LIGHT © WATERPROOF CAN • /\ CE IL ING FAN V TRACK LIGHTING/ AMBIENT UP LIGHTING 1 L . UNDER COUNTER LIGHTING ) o c -(E FLOOD LIGHT, W/ MOTION DETECTOR cE BOLLARD L IGNT ING lilt DOWN LIGHTING ON FASCIA e EXHAUST FAN $ SINGLE POLE SWITCH $s THREE POLE SWITCH $t FOUR POLE SWITCH Q SMOKE DETECTOR TO THERMOSTAT ELECTRICAL PANEL .rf ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. 1.11/OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. SERVICE IN MUST AL , 9 rLi;14 <actIorl :3iicj, itfnl. 1 FOOL LIGHT v ARC - FAULT °1 RCU1T INTERRUPTER P ROTE( NEC 210.12 11 Dwelling Units. All 120 -v phase, 15- and 20- ampere branch circuits supplyin installed in dwelling unit family rooms, dinin living rooms, parlors, lih;aries, dens, bedrooms, recreation rooms, closets, hallways, or similar areas shall he n-o ccted by a listed arc -tau interrupter, cc,:l'bination type, installed to protection of the branch circuit. c C: `;vR�B3nEcesiV u ®'C;%.o`6,3dz�9'�;9L'�',7 �' 1011 be provided to disconnect all condu t ita In a building or other structure from the caantrance conductorr. oms, o s or cuit ria — plan 1/4 " =1' -0" GROUND FLOOD? ELECTRICAL_ PLAN 0' 4' S' RELEASE!) FOR CONSTRUCTION (6- 1S -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. e— r Q7 A fr OA 111 gl 0 CD DRAWING REVISIONS 0 F a. ii 0 w w a V Q 0 stavVI SEAL NO v . .: . 1 LESS SIGNED for: JIM 4 C- TREG STCEFFL 2 GROUND FLOOR ELECTRICAL PLAN E 1.0 1 2 3 4 5 6 7 8 9 10 4 5 6 7 8 9 10 ELECTRICAL LEGEND SYMBOL TYPE 110V DUPLEX RECEPTACLE OUTLET 4) DATE HALF NOT, 110V DUPLEX RECEPTACLE OUTLET a@220 220V RECEPTACLE OUTLET WEATHERPROOF DUPLEX RECEPTACLE OUTLET Ve �al 110V DUP. RECEPT.OUTLET GNU. FAULT INTERRUPT =@ p IN CABINET DEDICATED - MICROWAVE HOOD K TELEPHONE OUTLET ® CAT 6 WIRE -?- INCANDESCENT LIGHT (SURFACE MOUNTED) FO LIGHT (WALL MOUNTED) .• HANGING LIGHTS t % n RECESSED LIGHT n Wit WATERPROOF CAN ).( CEILING FAN V TRACK LIGHTING/ AMBIENT UP LIGHTING ) L 1 ) UNDER COUNTER LIGHTING o c -E FLOOD L IGNT, W/ MOTION DETECTOR cE BOLLARD LIGHTING Ek DOWN LIGHTING ON FASCIA e EXHAUST FAN $ SINGLE POLE SWITCH $s THREE POLE SWITCH $+ FOUR POLE SW I TCN Q SMOKE DETECTOR 0 THERMOSTAT ELECTRICAL PANEL . ,op ELECTRICAL NOTES: 1 ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W/OU.NER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. ii 4';2500y z:iM �•p is �.. Li'_ `r �rMh« rP � ,� p teaIANZ NEC,Z I / 9.ij McEins sh III be provided to disconnect all conductors in a building or other Structure from the Service- ontranco canductor$, 1 u� \I\ 1 1 \o/ \ mimeo* 7/ \ 1pv \ =la ■ <1 l MOVE E�AAhS � / / efi • ARC -FAULT CIRCUIT INT RRUF T 1 SRO T EC I IO? : NEC 210.12 I 1 Dwelling Units. All 120 -volt, single phase, 15- and 20- ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms. closets, hallways, or similar rooms or areas shall bc by a listed arc -fault circuit crrupter, .. :ittiun type, installed to provide ,rotection bi ":R; branch circuit. 1 2 3 4 ElaiffliKASC I- NNW rc(EICII-ZEL5 3t y ffl( nvrn friar CI 1/4" = 1' -0" FIRST FLOOR ELECTRICAL PLAN 0' 4' 8' RELEASED FOR CONSTRICTION (6- 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED E3Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. _ DRAWING REVISIONS Z 0 F d it 0 w w 0 DATE Advil AIMPollt for: JIM 4 C IRE STOEFFL R FIRST FLOOR ELECTRICAL PLAN E 1.1 6 7 8 9 10 J08: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. 'IMAMS P.EC 1 ,2 1.70 fM�Gans shall he provided to disconnect all conductors in a building or other structure from the seritice- entrance conductor: , ELECTRICAL LEGEND SYMBOL TYPE 110V DUPLEX RECEPTACLE OUTLET : HALF HOT, 110V DUPLEX RECEPTACLE OUTLET X220 220V RECEPTACLE OUTLET W; WEATHERPROOF DUPLEX RECEPTACLE OUTLET ggta1 1101/ DUD. RECEPT.OUTLET GND. FAULT INTERRUPT IN CABINET DEDICATED - MICROWAVE HOOD KQ TELEPHONE OUTLET CAT ' WIRE -- INCANDESCENT LIGHT (SURFACE MOUNTED) 1-Q LIGHT (WALL MOUNTED) AN a. HANGING LIGHTS © RECESSED LIGHT ©c WATERPROOF CAN ).( CEILING FAN © TRACK LIGHTING/ AMBIENT UP LIGHTING 0 c UNDER COUNTER LIGHTING -(E FLOOD LIGHT, UJ/ MOTION DETECTOR !BOLLARD LIGHTING DOWN LIGHTING ON FASCIA EXHAUST FAN $ SINGLE POLE SWITCH $s THREE POLE SWITCH $4 FOUR POLE SWITCH © 9'MOKE DETECTOR? O THERMOSTAT P ELECTRICAL PANEL ELECTRICAL NOTES: ALL R.,.> ����ti�d��� „fie SERVICE INM`, MUST COPPER NO ALUMIUNM ALLOe Section 9, sub - section 2®c Tibee .and Dovoipp s ' Bo111t 5W11t1 5 ON t' V . t'� ti y9 $�'3R'Y'4 bA�y _ F:;p'� 1�� aN + +k q a`U,d �' •Aanclalogir 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OILNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLEP ABOVE CONTRACTOR TO VERIFY LOCATIONS. THE BASE FLOOD ELEVATION. ARC-FAULT CIRCUIT INTERRUPTER NEC 210.12 201 Dwelling TL(� PROTECTION: phase, 15_ Dwelling Units. Ail 120 -volt, single and 20- ampere branch circuits supplying installed in dwelling ppl ina living rooms, ling 'unit f� rnil �' b outlets parlors; fihr� ' , Y rooms, dining roams, living recreation s, pal a! i` ,. dens, bedrooms closets, hallways, , rooms r areas shall h,' r ;r,.t�'ct�u - �, or similar rooms or inter ; -upte, -, ;.,, ' a listed arc-fault circuit aaliot, i', c protection he branch p, installed to provide Circ'nit 1�1l� -,1 �1/ cl - isit,i,'E €s i uz,vt; l'rl' "Ii �G� rJ tai ol1i M, , „4.a i i6 &Aim In SRO EV, V ,y Cg F, CO MPL l' NC' goeie vlola'i on , no overolrgh' by i-ic TGAile; shall he construed ueC aci E ki . howity to Vie ra i ^1, aitew ow oe'n G ire Ere/ a E °i n1ai t., c d s f o l~9lna ces.`i6 e v evict it g f1 1 ? 1E tto`� :-3ca consts��er c, ENEMY A minimum at t r (2) means of egress shall be provided and shall b� arranged to minimin the passibility that both might be rendered impassible by th `ale emergency condition. 4-4/ n Oo(C) load u:. 3V f Q F: eev a ` 3 F, 1 far 1 a i . .aAaaa {{ ei.- �: 1 ?a,_;'!. -.} - ail l�:f �:.. d'8oaAaat�.6 te3y11 LACV Spacial Flood 1 Finished floor elevation Miniri rn above DFE. Na Into,r10 iniahos, gall designed to allow ontrg a s. eNide oi water, no i acharilGal € 1igbEeCyit, �?ii'sar parioiilg, lii;iltild stortigo s iou,, below P t,$,.tS �t_LIL1tZ� NEW BEACH COTTAGE J I OH,\INH 5 Is A\, GEORGIA 3132 19 15 I 1 i=[ OHi ANED, or AC oRGIA 31320 I EASED I OR SONS !RUC ion SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912- 323 -1220 Scott: 912 - 441 -3323 1e- 13 PROJECT CONTACTS ARCHITECTURE: SANDERS, TROWELL AND ASSOCIATES ARC14ITECTURE 22 MST E RYAN STREET, +155 SAVAN44-1, GEORAIA 31401 CONTACT: GARY SANDERS, ARCHttECT 912 -323 -1220 scan TROUEI-I 912 -441 -3323 PLAN REVIEUJ DATA 1_ GENERAL DATA A. PROPERTY ADDRESS: NEW SEACH COTTAGE JIM 4 GREG STOEFFLER LOT 11, NINTH TERRACE TYSEE ISLAND, GEORGIA S. MUNICIPAL AUTHORITY: TYSEE ISLAND SUiLDING DEPARTMENT 401 SUTLER AVE. TYSEE ISLAND, GEORGIA 31328 (912) 186 -4513 (912) 186 -5131 FAX 2. CODE REQUIREMENTS -P-7-‘142e3 INTERNATIONAL RESIDENTIAL CODE (iRC) 2006 EDITION LIFE SAFETY CODE (LSC) 2000 EDITION CASO ONE AND TWO FAMILY DWELLING CODE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION scralid �iilb'ifiE;6Q�P3a li�� -`-•�- a _ r stth The PIOCirflifl Code 1111',6 '.3rA01 L�9`s tsa t9 klo n� �� (raa5�^^ {(�`� ,ypcte ��Se p cs ,F4 : OLfiP- Jea4J 7 — 0 :SC^�"1iP.'EC l i3 @.;., .tr:- �i'i il9l) jair'1 II be provided to disconnect all cond'ucfcrs in a building or other structure from the s e- dntrance conductors. Edit �y �1 SERVICE INCE MUST BE COPP AL Ui \4IUNM Section 9,, sub - section Tybe-. Land Dav 1otmi it iu.,,T:;}se 6 iRAU111■1Grt iND >G X SHEET NO. DESCRIPTION 0 z X AR0- IIThcTURA1 • COVER AND CODE REVIEW 61 -IIE:T S SURVEY 5 -1 SURVEY 5 -2 SET$4CK CALCULATIONS 41.0 ARCHITECTURAL SITE PLAN A2.0 FOUNDATION PLAN 42J GROUND FLOOR PLAN A22 FIRST FLOOR FLAN A23 LOFT PLAN 42A ROOF PLAN Ala FIRST FLOOR 4 LOFT FRAMING PLAN 43.0 FRONT 4 RIGHT SiDE ELEVATION 43.1 REAR 4 LEFT SiDE ELEVATION 440 13UILDi■6 SECTION 44.1 BUILDIt• SECTION 442 BUILDING SECTION 45.0 DOOR 4 WINDOW SCHEDULE 41.0 TYPICAL WALL SECTIONS 41i TYPIC41,. WALL SECTIONS 48.0 DETAILS 481 STRUCTURAL PETALS A82 STRUCTURAL DETAILS ELECTRICAL E1.0 GROUND FLOOR ELECTRICAL PLAN E1.1 FIRST FLOOR ELECTRICAL PLAN E12 LOFT ELECTRICAL PLAN SANDERS, TROWELL 4 ASSOCIATES ARCHITECTURE 22 WEST BRYAN STREET SAVANNAH, GEORGIA 31401 GARY SANDERS, ARCHITECT SCOTT TR0aELL DRAWING REVISIONS NO. DATE DESCRIPTION NEW SEACH COTTAGE for: JIM 4 GREG STOEPFLER LOT 11, NINTH TERRACE TYBEE ISLAND, GEORGIA JOB NO.: 1310 ISSUE DATE: 6/19/2013 RELEASED FOR CONSTRUCTION: 6/19/2013 This drawing & all written material hereb, as an instrument of service Is and shall remain the property of Sanders, Trowel & Associates Architecture. Reproduction prohibited without prior written eonsent. 0 Copyright 2013 S +T ARCH. 2 3 4 5 1 6 7 8 9 10 A A JOB: 1310 CAP FILE: MS -PLAN DRAWN BY: SLT CI- IECKED B1': GCS IA NINTH TERRACE 20' R/W 3 70•28'27' 80.14' p- 3 'On"F: §9.98' . S 70•30'00"E 60.00' S 8" RBS S 70•24'34'E 289.94' m GI) .. 0 0 R IY 0 0 U Q ill Q lu This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. �` B SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912- 323 -1220 Scot 9124414323 B C C 1 /1 ,. i i z 1/2" RBF 1/2" RBg , . I LOT 16 D. in d, LOT 14 LOT 13 Cl" n m , g t/? • a HOUSE a 1 HOUSE 1 LOT 12 4 PORCH in LOT 18 m ET1 ? Eis z LOT 17 o HOUSE LOT 15 o 2 z 1/2" RBF 5 8" RBS DRAWING REVISIONS o a_ v w 0 N 70•30'00"91 60.00' N 70•30'00"91 60.00' LOT 57 MAP SHOWING FRONT YARD SET -BACK DISTANCES ALONG NINTH TERRACE IN THE VICINITY OF LOTS 16 & 17 OF A SUBDIVISION OF FRONT LOT 56, WARD 6, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA REFERENCE: PRB C 61 FOR: DESOTO BEACH PROPERTIES, LLC EQUIPMENT: DATE >1avw E SEAL NOT VALID UNLESS SIGNED F F G 11N11-1 AK■I 1 G H TOPCON AP -L1A OR IA ERROR OF CLOSURE: GAM E% LINEAR: 1/ s ANG: - "/ANGLE I. 'WHIT REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE Vl a NO. 2249 A ok 0 BALANCED BY: - PLAT: //INFINITY 0 20 20 0 20 40 80 :SURVEY - SUITE I SAVANNAH RGIA 31405 �EY 4 SCALE: 1" = 20' 1( 1 1 1 1 11 1 1 1 1 TELEPHONE: 912- 352 -0464 DATE: MARC 19, 2013 SURVEY GRAPHIC SCALE - FEET F AX: 912 -352 -7787 DATE: MARCH 20, 2013 PLAT FILE NO.13 -10AX 6 _1 1 2 3 4 5 6 7 8 9 10 A B C F c 1 2 3 4 5 6 7 8 9 10 200' S 70'28'27"E 80.14' NINTH TERRACE 20' R /UJ P S 70° 'OO 'E §9.96' S 70 °30'00 "E 60.00' 5/8" RBS S 70 "24'34"E 289.94' m °D . 1/2" RBF 1/2" RBF oo co LOT 1 -� & D. ;o d, o OT 4 LO ` 13 HOUSE aa Q 0 Naew ai m ° 5/8" RBS PORCH lo LOT 18 m LOT fl 0 HOUSE LOT 15 W II, 0 z tO t z 1/2" RBF LOT 57 LOT 1-1 FRONT SET 34CK CALCULATION LOT * EXISTING FRONT SET SACKS LOT 18 = LOT = LOT 15 = 5.9' 12.1' 10.4' TOTAL= 28.4 / 3 = 9. ' 9.4' AVERAGE SET SACK 10' SET ACK FiRoviDED RELEASED FOR CONSTRUCTION (&-I9-13) J05: 1310 GAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GAGS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 S +T. s - 1ii 1E8cP q)/ o CD DRAWING REVISIONS DESCRIPTION Q 0 Naew SEAL NOT VALID UNLESS SIGNED NEW 3E1CI-1 COTTAGE for: JIM 4 C IREC1 STOEFFLEIR SET SACK CALCULATION � -2 2 3 4 5 6 7 8 9 10 A B c D E F G 1 2 3 4 5 1 6 7 8 9 10 A A JOB: 1310 CAD FILE: MG -PLAN DRAWN BY: SLT CHECKED BY: GCS EASED FOR CONSTRUCTION ((0- 1e -13) This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. 1 t. +Co* + +A' +104 NINTH TERRACE 20' R/W 6 6A tk 0 + S 70 °30'00 "E + 59.96' +1° +� • tb SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georg la 31401 Gary: 912 -323 -1220 Scot 912 - 441 -3323 B B P P P P °28'27 "E AC S 70 60.14' ^ P P P P P +1 P P P P P J1/2» RBF 1/2" RB +j P i1/2n RBF +`3 EN - 41 z x 4 E-4 ' BENCHMARK L. C1 mNoN° LOT 18 10 in 0 0 NAIL IN P/P co / co g Ca I o ���� QA i ELEV NAVD 1988 LOT 1 r7 A +to' D bc + -CO 0 a LOT 16 to 01 1 rn I +A 1 , O o W o: z X ° DESCRIPTION D ' _ z >18e11 (:)- SEAL NOT VALID UNLESS SIGNED + + I 1/2" RBF (1, `* +� Q o`I' 1�O C) + .C.) o0 1 2" RBF L rL F F +� N 70°30'00''W 60.00' le + ,�h +'` LOT 57 REFERENCE: PRB C 61 PLAT OF LOT 17 OF A RE-SUBDIVISION OF FRONT LOT ACCORDING TO THE F.I.R.M. DATED 9/26/08 56 , WARD 3 TYB E E ISLAND , THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. CHATHAM COUNTY GEORGIA EQUIPMENT: TOPCON AP —L1A G .f""tVT SRE G V G4 ERROR OF CLOSURE: LINEAR: 1/— J. WHITTIEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE * 4��15TE% NO. 2249 r z4. 74, ° * A a III � ANG: —" /ANGLE BALANCED BY: - PLAT: 1 /INFINITY 0 10 SUITE C � I t 1 10 0 10 20 30 ,uR SAVANNAH GEORGIA 31405 �a�.� SCALE: 1" = 10' TET.FPHONE: 912- 352 -0464 7I g' DATE: FEBRUARY 4, 2013 SURVEY j 1 1 1 1 1 1 111 1 1 Ey FAX: 912- 352 -7787 DATE: FEBRUARY 5, 2013 PLAT GRAPHIC SCALE - FEET FILE NO. 13 -10C SURVEY - 6 -i 1 2 3 4 5 1 6 7 8 9 10 A B c D E G 1 2 3 4 5 i 6 7 8 9 10 NOTE: ARCHITECTURAL SITE PLAN IS FOR 'REFERENCE ONLY. PLEASE REFER TO APPROVED CIVIL DRAWINGS FOR ACTUAL CONFIGURATION ANA DRAINAGE CONDITIONS. LOT 16 io cq m o S 19° 35150"1.1.1 N,10° 30'00 "E 60.00' ,4-2' FENCE Li Pe C I— CONC. PATIO 39' -6Il ill 0 7 a_ POOL 1- / : FENCE FOOTPRINT 10' -2 /S" 10'- 49/16" 13' -10 3/16" i 36' -/ II 9 Q 13'-9" i i i LOT 1-1 S 70° 30100 "E 60.00' NINTI -1 TERRACE 20' R/JJ In 1/4" = 1' -0" ua iel m O z LOT is 1, ARCHITEC—URAL SITE FLAN AN.0y 0' 4' 8' RELEASED FOR CONSTRUCTION (6- 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAUJN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 S +T. 1 ! e N 1ii Igill W 1 ly0co gar 0 CD 1 DRAWING REVISIONS I DESCRIPTION V Q a NN:V ...I SEAL NO • : •'LESS SIGNED NEW IBE 4CH COTTAGE for: JIM 4 GREG ST OEFFL E R u U6 i: o/ re 0 y in uLI 0 1- 16 1- z z 4 2 —1 P ILl I— 1.0 0 cp A 1— ARCHITECTURAL SITE PLAN A1.0 2 3 4 5 i 6 7 8 9 10 A B c D F G 4 5 6 7 8 9 10 0' 4" CONC. 2 1 N \ \ 4 4 • 4'4 4. • d • d 4 (3) *5e 11 1' -8" 0' 1' 2' deta i l 3/4" = 1' -0" DETAIL (NON LOAD E3EAIRINC ) DETAIL (LOAD 13EA INC- ) THICKENED SLAI5 DETAIL 0' 1' 2 FEKIA MN " 1ly 20 OF LiIMMETh 36 1NINES Di:LOW GRADS LEGEND: = LOAD BEARING WALL TAG COLUMN SIZE FOOTING SIZE @ 16 "x16 "CNN 36 "x36 "x20" C) 16" x 2' -6" CONCRETE 36" x 48" x 20" DATE 12" DIA. CONCRETE 36" x 36" x 20" 44' -1" 22' -9 1/2" 21' -9 /2" 18' -3 1/2" 3' -6" 0 in n 4" TURNDOWN SLAB POOL al 4" SLAB ON 6/6 10X10 WWI OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP m i- an r 5' -1" 11' -4" 0: 18' -8" L T SLOPE 1/4" PER FOOT 1T-4" ' -10" 7 r 3' -6" 10' -10" 36' -0" 15' -3 /2" 5' -11 1/2" 4" SLAB ON 6/6 10X10 WWM OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP. 14' -9" 14' -1 1/2" T+- NCKENED SLAB 6' -1 1/2" //211 15' -3" �r 1- iQ 7 7 7 13' -11 /211 13' -11 1/2" 36' -0" olan 1/4" = 1' -0" 42.0 FOUNDATION FLAN 0' RELEASED FOR CONSTRUCTION (6- 19 -13) JOE3: 1310 CAD FILE: MG -PLAN DRAWN BY: SLT CHECKED 8Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 S +T. g z 0 5 w Cc 0 z Q a- 0 NOIldIdOS30 DATE >iavw SEAL NO . : •'LESS SIGNED for: JIM C 4 GfREG STOEFFLE R V 0/ p U ui M 1- ac 1__- 7 �-t .d) EEllj ® e. 1 FOUNDATION PLAN ,42.E 1 2 3 4 5 9 10 A B c E F G 2 3 4 5 6 7 8 9 10 ti5V.:141( L-E‘.1ArflO'N (hE-*ZetiO 'iaillIF-c;c1 tO ?ellovo k.nIu pevavo -'3V6A'adow i10 IRO ficori CSC& giz cifat'10 t,:01tOtil Special! F'.r.-",..c;!`;..--f-77712::rmpc!,. angf:d -A Mid WOOD 'Ai AREA INFORMAT ION: 22 SF. 1,303 5.F. 31 SF. GROUND FLOOR I-EATED/COOLED (VESTISULE) FIRST FLOOR HEATED/COOLED LOFT HEATED/COOLED TOTAL 4-EATED/COOLED AREA 1 11353 GROUND LEVEL STORAGE GROUND LEVEL GARAGE GROUND LEVEL SCREEN PORCH GROUND LEVEL PATIO FIRST FLOOR FR.ONT SALCONYS FIRST FLOOR REAR SCREENED PORCH 111 SF. 1S1 SF. 290 SF. 1S0 SF. 112 SF 200 SF TOTAL UNCONDITIONED SPACE 1 1,626 $P TOTAL ursiDER ROOF 3,4-145 SF. GROUND LEVEL POOL PATIO 342 SF TOTAL 3,821 SF >18V141 ..41111111.1Ift. 361-0" 11-8 1/2" POOL FILL FOUNTAIN/ SPOUT POOL 42" FENCE 1131-3 1/2" 049-- FOOL F1L1_ VALVE PATIO /I TEE LATTICE 1131-0" GATE 36" 14T WALL LW SCREEN SCREENED PORCH 11-2" r- i UP 16 R--) 4x4 1' I I Ha. POOL. EQUIP. 101-10" 151-S 1/2" :94 ATKA Ooraoz (ipMfg.2avals)slaitii ;ittitarato voroB e!,--Yel '6,-o oop-amlo4 iqem MI ilaV.x:b1,,) MM115 MVO & iscc, V‘r.-x-051-M,-,10 Ive, 7. gsR_(.730 V:,,IT,1 fq ‘7,5c.V■tEne.,- 4I-9 1/2" 41-11" GARAGE 101-10" GATE T113EE LATricE STORAGE TYIBEE LATTICE Zgi BALCONY ABOVE 6" WALL TG 1V-11 1/2" J 611 MG 3? 13.6, IOC '1'02.1 HANDRAILS REQUIRED. 34" to 36" in height with continuous, uninterrupted grip. 3112, OTC 1010 GUARDS REQUIRED. Porches, balconies, decks, ramps, etc. more than 30" above floor or grade: RESIDENTIAL — minimum height 36" COMMERCIAL—minimum height 42" Largest opening permitted is 4". GATE 0 H.B. 41-0 1/2" 41-0 1/2" 61-2 1/2" 11-3" 21-1" S1-1" 13'-11 1/2" tmok 36'-0" an 1 A2.1 1/4" = &ROUND FLOOR PLAN 0' 4' RELEASED FOR CONSTRUCTION (6-IS-13) JO: 1310 CAD FILE: MS-PLAN DRAWN BY: SLT CHECKED /3Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. (2) Copyright 2013 S+T. DRAWING REVISIONS 1 DESCRIPTION a cb >18V141 ..41111111.1Ift. LESS SIGNED NEW 5E1ACI-4 COTTAGE for: JIM 4 Cfi'REC STOEFFLE11 GROUND FLOOR PLAN 42.1 2 3 4 5 1 6 7 8 9 10 A c D F 7 8 9 10 4 / / 36' -0" li' -8 1/2" 18' -3 1/2" 61-11/2" 6' -0 V2" 4' -5 1/2" / 3' -6" ill TG \ _ &I! PAN D Ii F 24' -1 1/2" / 3' -0" 8' -4 1/2" _ & 4 4 a DU) KITCHEN O� 1 ; o in • f 8' -11/2" BUILT -IN �— REF. i ' R,EF. — tr3 i1 UP a\ SEAT t_,- -J I01 0 0 L-J SEAT `.4 60" VANITY OP. , - - ..1. G cif - \ 101- • \ c11 • !BATH L9PATH m 4' -1" / T -9 1/2" 3' -10 1/2" / 4' -6" / 3' -10 1/2" 8' -4" -' -6 1 ' fi \ _\____ 10 10 ON = N 8 16R in (ID N c�1 \- - ; -- 7$ 1Y$ !BEDROOM *1 o.4 o u !BEDROOM *2 1 to / 21,-1" ( 3) (3) -l' -9" 51-81/2" 11 / 4' -6" 5' -5" -I' -9" SLOPE SLOPE FOOT T,, COVERED s1 6' '1' -9 1/2" 1' -9 l/2 "t 9 1/2" FOOT / " P COVERED PORCH I SEAL -O -FLEX OPEN TO BELOW SEAL- o -FLEX A42 = O 5' -2" 9 9, ` = = S = / 2' -6" / / 2 / 5 O Q Q 0 D SEAL -O- F FLEX V4" - Dist 16R A ( �--- it -- I I1 i e 1 3 FOOL 1 36" RAIL P 1 I I e PER F 1 P / 9 J 10 PSI 611 RE 131-111/2" 41 -0 1/2" 4' -0 1/2" 8' -l" 13' -11 /2" 36' -0" a41 1 1/4" = l' -0" A22 \ FIRST FLOOR FLAN 0' 4' S` RELEASED FOR CONSTRUCTION (6-1S-13) JOB: 1310 CAD FILE: MS -PLAN DRAWN 13Y: SLT CHECKED 1E3Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 S +T. w 11'1 11111 H01180 k)'1 c # N Q N a RAWING REVISIONS DESCRIPTION SEAL NO : +'LESS SIGNED for: JIM 4 GREG STOEFFLE R u 6 111 a 6 tYO �tttt Z z -2 -I (f) i O CO 1— FIRST FLOOR PLAN A2.2 1 2 3 4 10 A B C D E F G 10 12' -1" 11' -10" 12' -1" 9 2' -5 3' -6" 3' -6" 2' -5" (— VAULT \ 4 1 T VAULT COLUMN FROM BE VTO 1-11P RAFTER OPEN TO BELOW PLANT SHELF VAULT —) STORAGE rn 0 1-1VAC / • �OFT1' 8' -0" G.H. 8' -0" C.N. VAULT 8ATH-! / 1' -I0" 4' -311 / 0 0 u �4 CLO. 3' -6" 3' -6" 41 -311 11 -10" 12' -1" 11' -10" 12' -1" LOFT PLAN O' 4' 8' RELEASED FOR CONSTRUCTION (g)-I9-13) JOi': 1310 CAD FILE: MS -PLAN DRAIN PY: 5LT CHECKED SY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Copyright 2013 S+T. DRAWING REVISIONS z 0 P a. iE 0 w 0 4 0 >labw SEAL NO . . & . ' LESS SIGNED NEW 3E4C1 --1 COTTAGE for: JIM 4 GREG STOEFFLE1R LOO' PLAN A2.3 2 3 4 5 6 7 8 9 10 A B c D E F G 1 2 3 4 5 6 7 8 9 10 GUTTER lay 1 ROOF FLAN 1/4" = 1' -0° A2.4 0' 4' 8' RELEASED FOR CONSTRUCTION (6-19-13) JOB: 1310 CAD FILE: MS-PLAN DRAWN BY: SL.T CHECKED BY: GCS This drawing Be all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. Do}' 05 g 17/12)-i co tY N w DRAWING REVISIONS DESCRIPTION a 0 NHVIN a LESS SIGNED for: J f l 4 C REC STCEFFLE R tii V W (V ui -a z kr) f- 0 Ca 1 }� ROOF PLAN ,42.4 1 2 3 4 5 6 7 8 9 10 A B c D E F G H J05: 1310 CAD FILE: M5-FLAN DRAWN BY: 5LT CHECKED 5Y: GG5 !NTER1OR LOAD 6,EANNiel WALLS iRc t5a.';T. R602.4 INTERIOR LOAD DEA.RIN.C.i WALLS SHALL RE CONSTRUCYED, FRAMED OD FR1E:BLOCKED AS srricivro EXTERIOR WALLS. ENTENVOR HEAR VEAL R07f.AIFYi 10-09 SECT. Whidgm anei 0`06F0 Elhdi vin?, hr,12`Oliol WA cc.vrievo withfin iraelios i1 (15'; it-oi; hraigil, G1 4 In@hoo 10, hoovz Bcombi2 tRuclo znda This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. (9) Copyright 2013 S+T. EMTER1ER WALL FRAMK© INC SECT. R602 AND 16-N SECT, Th LENOTH SHEAR WALL NEEDED MUST EE DETERMINED EV THE HOMO OF:SiCiNg12. MINIMUE-4 11---NCENESS (EMEATVIM & ROOF DEMUR!) 102. INCVAIN. (2) 2x10a 2x108 • 16 0.0 Dm_ 2x1 (2) pRopper) hs," (2) FLUSH 12" MA-. 16" DROPPED SEAM TO 8E SIZED 151- OTHERS COLUMN UNDER 44r RAFTER EABL JOIST DM. JOIST LESS SIGNED DBL. JOIST 13LOCKING 2x12 DUCT (2) 12" M.L. 1/2" GYP WRAPPED PM. JOIST DBL. JOIST (2) FLUSI-I 12" N.L. (2) FLUSI4 12" 111. 12" JOIST. (2) FLUSH 12" M.L. COLUMN BELOW INVERTED HANGER (2) FLUSH 12" MA-. 2x108 1 16" O.G. 1 2x108 • 16" 0.C. (2) 2x10e (2) 2x106 detail ( 3 " FLUSH SEAM DETAIL 3/4" = p-0" lan ( 2 LOFT FRAMING F>LAN 1/4" LEGEND MA-. MICROI-AM LOAD !BEARING WALL. a cp >18VNI ,...... EABL JOIST DM. JOIST LESS SIGNED DBL. JOIST 13LOCKING 2x12 DUCT (2) 12" M.L. 1/2" GYP WRAPPED PM. JOIST DBL. JOIST (2) FLUSI-I 12" N.L. (2) FLUSI4 12" 111. 12" JOIST. (2) FLUSH 12" M.L. COLUMN BELOW INVERTED HANGER (2) FLUSH 12" MA-. 2x108 1 16" O.G. 1 2x108 • 16" 0.C. (2) 2x10e (2) 2x106 detail ( 3 " FLUSH SEAM DETAIL 3/4" = p-0" lan ( 2 LOFT FRAMING F>LAN 1/4" LEGEND MA-. MICROI-AM LOAD !BEARING WALL. 1 a T._4212' 2 HARPI PANEL PT. 6 "x611 WO POSTS 4" 14ARPI TRSM 444ARP1 SiPTNG HARD! 'TRIM HARP I PANEL-6 ASPHALT ARCHITECTURAL SHINGLES METAL RIDGE CAPS 12 4(- 3 2 12 4 12 12 5 12 —14 6 7 SCREEN 6" HARD t TRIM 4" HARD! TRIM HARD! PANELS 2" BATTENS SCREEN BEHIND IYBEE LATICE IN STAIRWELL 10" HARP I TRIM 1ARAC/E- SLAB S' -0" arzApe VATION 1QRI1E$ PLATE DR 4 WIN HT_ TAB'._ DR 4 WIN HT_ GRADE 4 1/4" = 1' -0" EMERGENCY ESCAPE AND RESCU OPENINGS lac SECT. 310 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 517 S0,UL, EXCEPT GRACE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 6 SO. Fie WARDI TRIM HARDI PANELS ASPHALT ARCHITECTURAL SHINGLES METAL R1PGE GAPS P.T. 6 5(6" WD POSTS HARE)! SIPING 12 �Ig 8 9 10 IRC SECT. BO AI U ALLOWED RO WALL CONS•i UCfl TO BE FILLED USll' A CT. iO2 AND 3O7 7112;ORYOOD N 'ROLD GOWNS ER'S NAILS. Al ALL ZZZZZZZ TYBEE — �a .44 6" HARD! TRIM 4" HARD( TRIM HARD! PANELS 2" BATTENS 5 10" 14AR01 TRIM 6 7 8 0' 9 JOB: CAP FILE: 1310 MS- t=I-AN PRAWN BY: SLT cHECKEP BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. Copyright 2013 S+T. A B SEAL NO LESS SIGNED Di 4 4) (7 �- 0 0 w 0 '6 (3 �- z LLL --, 0 co :() 1-- FONT 4 RIGHT SIPE ELEVATIONS c D E 10 J05: 1.310 CAD FILE: MS-IFLAN DRAWN 5Y: SLT CHECKED 5Y: GCS WARP! TRIM — HARP' PANELS DORMER PLATE This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. (2) Copyright 2013 S+T. ASPHALT ARCHITECTURAL S4-INGLES METAL RIDGE CAPS. 4" HARD( TRIM I-IAROI SIDING P.T. WO 5RACKET 81-0" GALRAE_Sl. elev. LEFT SIDE ELEVATION A3.I 1/4" = EineENCY ti'CAPF: AND RESCUE OPRNINet3 onT. 310 ALL EMENCiENCY ESCAPE AHD nrscuE MALL NAVE, A EINIMUN NEI CLEAR (VENN@ Ot-1 fi.7 Sq. Ff. r_x©EPT fltIADti RON 01-)EUINCIS MAP; NM-IN OLLUIR °PND !NC SEfli. 002 Ailn 2t3CT, 102 AND 207 A L L 0 0 8LOP H ANE 7/1fI FON V1001) V[Li CONMETION. IlfiLE8 IN HOLD DOVINO TO OE FILLED USIN MANUFANINIVA'8 NAM SEAL NOT-VALif?—tINLESS SIGNED 12.0RIER PLATE 'LOP. C.14, 44114 HT. P.T. 6"x6" POSTS 4" HARD( TRIM HARIDI 12" HARIDI TRIM 16" CMU TY$EE LATTICE REAR 4 LEFT SIDE ELEVATIONS W a cl >121VVi ,411111.11. SEAL NOT-VALif?—tINLESS SIGNED 12.0RIER PLATE 'LOP. C.14, 44114 HT. P.T. 6"x6" POSTS 4" HARD( TRIM HARIDI 12" HARIDI TRIM 16" CMU TY$EE LATTICE REAR 4 LEFT SIDE ELEVATIONS 8 9 10 RIDGE INTERIOR C.H. INT. F.F. T.O.P. PORCH PLATE PORCH GARAGE SLAB GRADE 2x10e 0 16" 0 2x/136 • 16" O.C. 2x8s * 16" O.C. 6x6 2xles • 16" O.C. 2x4e. 16" O.C. So- : : : : : • I OP.Z. 14.14. • A , hit 4 4 11 11 dr 1r V' '41111 141 it 1! 41 111 11 11 1! 4P 16 4, "alit ?WWI! !Wilk Sib! .11:drildt .1dribar: hdradir: .41d111111. idlrie .L111*. - I i SCREENED . . , .• .• • .• . . . , ... - . • . . : • el / X\y X \X\ \ 2X\ , , \\ \ /< , \> i7, :,4X iJ,.\ :: . ,, , V r eX rt\\, .,--\ ,r -r-V - rV - r V 't\r., ‘' r r,V '<1 \ \, V ,. \\ I' \\A\\s / 2' V \ \ V V \V \ ./ \\ \O V \ / / / , \ X & / ‘\ X •\\:\,/ / .,Y '\, ' ' / \ \ \\ ' \ / \ 1 \ - \ / \ X 2 X \A * X\ ? / X\ X42 \ XX /X , , \ , /\ \\ ,/ , \y// c7/ A / . ,: / /\ < .. . . /\0/ / . ." \ • / . '' \ \ \ e \ l 7, - v i • .7 > / / Y W ,, J V/ .. . 4 • < \ t'APAI-: ,Z' DTII,UKI .,.,,,,.11) I At\li, im q- (-14TAIWs, AllinMEES- 5ec. 3/0" = 11-0" BUILDING SECTION M111111111111111 0' l' 2' T.OP PORCH T.O.P. irp3v1Mionn mut-A compiy iI2h The Ceorgit:1 Eitzto Energy Code mi Staic C00Y,Cjiel GARAGE SLAf3 GRADE RELEASED FOR CONSTRUCTION (6- 19 -13) J05: 1310 CAID FILE: MS-PLAN PRAWN 5Y: SLT CHECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. V Copyright 2013 S+T. DRAWING REVISIONS DESCRIPTION Vc rb MVP! SEAL NO LESS SIGNED NEW 13E 1AC1-1 COTTAGE for: JIM 4 GfREG 5TCEF LE ISUILDING SECTION 440 1 2 3 4 5 6 7 8 9 10 10 FRIDGE 9 DORMER PLATE 4-4T. T.O.P. INTERIOR C.N. TAP. GARAGE SLAE3 GRADE 2x8e * 16" O.C. 2x66 • 16" O.C. 2x10e * 16" 0 2x6e * 16" O.C. 2x10e • 16" 0 2x8e * 16" O.C. 2xSe e 16" O.C. P.T. 2x10 6" 0.C. 12" TJle * 16" 0.C. SCREENED ECagreii 4 • • .4, 4. • •• . „ . , As - • • /7„ \ /\. 7/,.\\s< - ./,:\((/ .„</- z/s:\ „/: / / / /K /s' / \4\ ,„„ ..„„/„.&//e \,\\ s‘ /.\7\ e \ ss. \ A '. / A A A/,./,./, /, /, /„. ,A,/, \ • 4 • \// <\ <\/ A 4,<„ „ \ A < \\A\ \/. „ f • \ ALL i7„Tri Er4p- Fr; DIPIELLfilt, F MU fION Wifi2c7-_! HOETNIA b.° 1\1 •/-</*X:/..•/<• \\•<„ \/". /< /y/\, \ \ />v >\\ / .•. „ • • 4 \/ %</\/ / • • ///4. </X, s X ,/>, SSC. 3/8" = 11-0" J T.O.P PORC4-4 BUILDING SECTION 0' l' 2' 4' RELEASED FOR CONSTRUCTION (6)-19-13) JO: 1310 CAP FILE: M5 - PLAN 1DIRAWN 15Y: LT CHECKED Err: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. (g) Copyright 2013 S+T. DRAWING REVISIONS DESCRIPTION DATE >RNA SEAL NO LESS SIGNED NEW 13E 4CI-1 COTTAGE for: JIM 4 GIREG STCEFFLE1R BUILDING SECTION A4.1 1 2 3 4 5 6 7 8 9 10 4 5 6 7 8 9 10 ;t cq RIDGE DOSINER PLATE 1-1T. T.O.F. INTERIOR C.H. GARAGE SLAB GRADE 2x8e • 16" O.C. 2x6s 16" 0.C. I 1 H 2x10s 0 16" 0 2x6s * 16" 0.C. 2x1es * 16" 0 2x8 16" O .C. 2xas • 16" OC. /\/,\ %•,/ /\/\/,\/•\<>/\ /\,/ \/ \, /\\., • \/ //` \.// / X < • . • '<Ks \./SX\. " \ ‘"'AA,AA\A /..\ /./ X/X/2 /7 \\ • • /.;\\ \/ Xy/ /*/.\<;,)\-<\ <V.'s*/ </<\\/\/\ \ \y/ \<:.„4.V\ \ \ </\\\ 'Ss> ‹.\:\\ \ \ \\Xy \/\ \ 0 S/ /0V// /\<//\'/` \\/ /\/:› /s/\\\,\// \/W .••• \,•74*/>`,./3\,./.<>// , /I\ />.>A\ /.4%);,// //<A\\&//:>X//, //\ //t// /$\!../\/A//, //\)//, /.4;\• //4/%2\..4. /4/// /*/ /X /X\Y;\ /iss, /›. ///, s \\/ /f> s/ • • \//V \ \ / \ \ ITiLL ,j4C47;77;up7trAFt Fc7[1--k7 tb ,-.7,7P 5-',---_,.: '4F_-_;0 ,4......- _ . ,,i---,.. h; 4141.c; a?...,7 ,)n,-; Hi Li Amp (-1.:Tf:Tr: ,r.-_: C4-,--.!sli'vz, il eat t-' *,,, I i-'t i:=-7. ',:i-1-7.,W.A.111-1 44"-.'"' — :si: // /\/ - ;.• 50,...„ •/, T.OP FOCI-4 sec. 1 BUILPING SECTION 3/8" = 11 - 0" • 0, 1 2' 4' RELEASED FOR CONSTRUCTION (6- 19 -13) J05: 1310 CAD F ILE; MS - PLAN !DRAWN 5Y: SL T CI-IECKEID r3Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. (C) Copyright 2013 S+T. (r) Z 0 iii W 0 z a cc 0 DESCRIPTION < c mavri .41101.11. SEAL NO . 1LESS SIGNED NEW 3E 4CI-1 COTTAGE for: J f'„1 4 aREG STCEFFLE 2 WILDING SECTION 44.1 1 2 3 4 5 6 7 8 9 10 A D F 1 2 3 4 5 6 7 8 9 10 RIDGE -St T.OP. INTERIOR C.N. INT. E.E. T.OP. 9 e4 PORCH MATE PORCH GARAGE 61-A5 GRADE L !BEDROOM 1.1.YINfai342Q11, IBAT14 41 ■ 41 ■ .4 11 1■ 11 l■ 41 ' AAA! *tit 4raile !iglu* brirdiir 41611110 7==wr ! AAA* %Milan Aidit AAA& IAA& 7=- lalam 12" TJle • 16" 0.C. 5 SaARACaE. PATIO • ' ". •• • • - •• • • - • \ <,\f \, /,`A \/>\\/,\ \`' //, Ne,\*/ \..c.ssv\\‘‘, v\v\ vNs. \v\s‘i v / J/> >\\ \\/, \N\/\ >\/ >0 />\/ ./\ A.A\ /:\ A A //:// / As//, . /AY\ "N\ A A\ \A A A A A\ A `4,.\ •</ \ \ Ni<\/\Z ' v X/ \v v v > vc,v v\v\/ /> K4 / > \ „,,/t, ;41. 111(37 COEPLY TIE1 am!) 171;n0. '-,7`717r1 tir„ Am:3 szfEni- 3/0" = 11-0" FP. T.O.F. GARAGE SLA5 GR46.1DE BUILDING SECTION 0111 RELEASED FOR CONSTRUCTION (6- 19 -13) J015: 1310 CAD FILE: M5-FLAN DRAWN 1BY: SLT CHECKED 15Y: GC5 This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. C„) Copyright 2013 S+T. DRAWING REVISIONS DESCRIPTION Vt c) >iNVV1 ......... SEAL NO LESS SIGNED NEW IBE 4CI-4 COTTAGE for: JIM 4 GREG STC^FFLE ur 0 1. tY 0 111 111 l- a z EEffl z ---t otn 15ULDING SECTION 442 2 3 4 5 6 7 8 9 10 A D 6 7 8 9 10 'DOOR SC E ULE: 3' -0" 3' -0" ID TYPE DESCRIPTION MATERIAL ELEVATION LABEL REMARKS QTY 1 PATIO 6' -0" x 6' -8" WD/ GLASS A - EXT- 1' -6" SIDE LITES (EACH SIDE) 1 2 NOT USED - - - - - - 3 SLIDER 6' -0" x 6' -8" WD/ GLASS G - EXT- 2 4 SCREEN 3' -0" x 6' -8" WD/ SCREEN D - EXT- 2 5 PATIO 3' -0" x 6' -S" WD/ GLASS B 45 MN. EXT- 1 6 DOUBLE FLUSH 3' -0" x 5' -0" WD E - INT- 2 1 TRIPLE SLIDER 9' -0" x 8' -0" WD/ GLASS F - EXT- LEFT STATIONARY/ MIDDLE OPERABLE/ RIGHT STATIONARY 1 8 5 PANEL 2' -8" x 6' -S" WD C - INT - 4 9 5 PANEL 2' -6" x 6' -8" WD C - NT- 1 10 5 PANEL POCKET 2' -6" x 6' -8" WD C - NT- 3 11 5 PANEL 3' -0" x 6' -8" WD C - INT- 2 12 FLUSH _ 3' -0" x 5' -6" WD 4 - EXT- 1 NOTES: 1. BEDROOM DOORS TO BE CUT 1" ABOVE CARPETING 2. MINIMUM R -VALUE OF ALL GLASS TO 5E 1.86 3. SEE PLANS FOR DOOR SWING ORIENTATION 4. TG -THIS SYMBOL ON FLOOR PLANS DESIGNATES TEMPERED GLASS EMENCENV INC OE `1. ?IQ ALL KIEt GE C?' ESCA MAR tIAVE A MiN1ME ri O p �a :eN t . FT. EXCEPT GRADE FL OE A PA1 BMUM NET CLEAR W DOOR TYPE ELEVATIONS -0" J' -6' 31-0" l'-e'/ A 3' -0" 4, C 4, 3' -0" 4, • —rri / / 3' -0" 3' -0" 3' -0" / MANUFACTURE FZEMARKS QTY A FIXED aD ■ 0 RESIDENTIAL 7 PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 7 5 OVAL 2' -0" x 3' -0" F 6' -0" 3' -0" / 3' -0" JO5: 1310 CAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel{ & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. g 21-4- E�� co Cb nio[i co t CD I (6 UJINDOW 5C1-IEIDULE: ID TYPE DESCRIPTION ELEVATION CATEGORY MANUFACTURE FZEMARKS QTY A FIXED 3' -0" x 3' -4" 1 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 3 5 OVAL 2' -0" x 3' -0" 2 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 2 C AWNING 3' -0" x 1' -0" 3 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 1 D CASEMENT - STATIONARY 3' -0" x 6' -6" 4 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 1 E CASEMENT 3' -0" x 6' -6" 4 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 2 F FIXED 3' -0" x 2' -4" 5 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 3 G FIXED 2' -0" x 3' -4" 6 RESIDENTIAL "ANDERSEN -400 SERIES" OR APPROVED EQUAL5 PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 1 NOTES: 1. WINDOW SILLS TO BE AT 18" A.F.F., UNLESS NOTED OT+- {ERWISE 2. ALL BEDROOM WINDOWS TO BE OPERABLE AND HAVE A TOTAL GLASS AREA OF NOT LESS THAN 5.1 SF PER S5C 100541. 3. MINIMUM R -VALUE OF ALL GLASS TO BE 156 4. SEE ELEVATIONS FOR OPERATIONS 5. TG -THIS SYMBOL ON FLOOR PLANS DESIGNATES TEMPERED GLASS C LAZENC TYPE ELEVATIONS 4, 3' -0" 4, 4, 3' -0" 4, 3' -011 4, RELEASED FOR CONSTRUCTION (6- 19 -13) DRAWING REVISIONS DESCRIPTION DATE >avw SEAL NO •'LESS SIGNED NEW E3E,ACI-1 COTTAGE for: JIM 4 G1REG STOEFFLE1R DOOR 4 WINDOW SC4EDULE A.01 1 2 3 4 5 10 8 9 10 1 2 3 4 5 6 7 8 9 10 12 12 ARCHITECTURAL. ARCHITECTURAL 12 � J05: 1310 CAD 1=ILE: MS -PLAN DRAUJN 5Y: S)_T CHECKED 5Y: GCS 14 44.- ARCHITECTURAL ASPHALT SHINGLES INVERTED T -1 -11 i9� 1 `� T.O.P. This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. ASPHALT SHINGLES 41-- INVERTED T 1 11 MTL FLASHING P.T. 1x2 LOP._ I ! 11111'. ASPHALT SHINGLES 1/2" 088 W/ HURRICANE CLIPS (3) 2x108 W/ i/2" ��.. ' '. MIL FLASHING \ SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgla 31401 Gary: 912- 323 -1220 Scot 912-441-3323 P.T. 1x2 DECKING ICE 4 WATER SHIELD INVERTED T /� �� i4 • \ 2x10 WD RAPERS ,t f II �ei � " WD BLOCKING HURRICANE CLIPS W/ "" 16" oC. PT. 12 TRIM "' 1X TRIM PLYWD — 2x10 WO RAFTERS • 16" OC. -1 -11 T.O.P1 LOFT' FLOOR '' . 2x4 TOP PLATE "� P.T. 12" TRIM P.T. TX TRiM P.T. iX1 T. "x6" C3) 2 x108 112 PLYWD P.T. •: P.C. 1X1 P.T. 6" TRIM WRAPPED = 61 \ 2x10 WO RAFTERS w 16" OC. ► ` 3/4 058 PECKiNG 'FT r_'I h � % / P.C. 6 "x6" COLUMN 2x128 * i6 OC. 5/4" PT. 12" TRIM TAB./ C.1-1. P 6 COLUMN BEYOND "x4 "8 = 0 6' DBL. 2x6 TOP PLATE 11 `,1;,�^ ht — 1/2" GYP 15D. P.T. 2 W/ SCREEN !BEYOND 11/ is A , �� �� �� ` ►..: `l�� 2x6 WD STUDS * 16" OC. 1�' 1/2" 058 SHEATHING ,1(i1 ��• W! BUILDING WRAP R -21 13AT T INSULATION `� / .� �i . •� Pr -147 M I I 1,, I � ` 1+1 HARDI SIDING ,1�1 4 ,l /, P.T. 5/4" P.T. P.T. 1x4 - ►���� PE OT FOOT ,t P.T. 2x4 1 P.T. 2x4 P.T. 1x4 P.T. ::: P.T. 2x4 SSL �� HARD i TRIM If SLOPE i/4" t(lil PER FOOT 1 ■ �� �S DRAWING REVISIONS DESCRIPTION 8'" 4 ` 1/2 GYP BD. SEAL -o -FLEX ""-- { � FF.— C -sRAOE PLYWD ..._ I -� ( l) ii11 3/4" OSi3 DECKIi / C , Y - SANt�lws 3 �' '° a ca ,s PIED p,F\ SEAL NO 'LESS SIGNED _..PORC1 PORGY i -- „♦i 2x108 • 16" OC. \ -'� \ —�► �� ii ♦i�► `� 2x108 � 16" 12" HARD( TRiM 2x108 16 O.G. "" ii OC. 1 12" HARDi TRIM R -30 SATT INSULATION 2A.P. _ �,,rd T O.P� j. ' i ! i� C2) 2x108 ►it 2xi2s 16" O.G. @ (f 1 \ DBL. 2x4 TOP PLATE 7-i? \ 1!2 GYP SD. 2x10 LE W! DGER _ 1 �1W i 11— r -�1.. T D_'_ ► > 'A11 fiat, 1x$13 >� rh r' =��° Edition dition 4 GeovEila $ 4o _ �_ I a 1 C �� 1!2 GYP BD. i' = 0 ' ^� 1/2” GYP SD. `!� =II .° a C �_ _ p' SINff'SON HANGER (2) FLUSH 12" M.L. = 1111111111 6" HARD' TRIM �� I ►'•� 1 r4 !�!� 2x P.T. SILL ■ ■ ■ d L J ,_ ■ ■ 2x4 WD STUDS * 16" OC. 1/2" 058 SHEATHING ■ . � C 116■ L PLATE �� C2) 5/S DiA. ANCHOR SOLTB d 2x P.T. SILL PLATE a W/ BUILDING WRAP ♦. �� ' , �Gil�s�� (2) 5!S" DfA. ANCHOR BOLTS R -13 GATT INSULATION � .. ► . .1 ■ w 16x16 Cl'1U W/ (4) +'6 VERTICAL _ ■ d ' C HARD( PANEL W/ BATTENS — C 1.1 °! ■ ■ 16x16 GMU W! (4) 06 VERTICAL REBARAND*3TIESe12 "OC. ■° ! d ! ■ 4" SLAB ON 6!6 10X10 WWM ° a N. ■ ° a s OVER 6 NIL VAPOR BARRIER REBAR AND "3 TIES 4 12" O.G. T.O. �v 11, ■ 4.. 1/2" GYP. SD. ON TERMITE TREATED SOIL, TYP. C =a ■ C : a ° ° sim p ass : ° ° O ■ C 11 �. ■ �1, f am d ° am ■ T.0.5___ �� .I!KIM . = , no ow _ \ \ 4" BLAB ON 6/6 10X10 WWM a ° �,: C WO TRIM 4" SLAB ON 6/6 10X10 WWM OVER 10" HARD! TRIM !�1 % '//-/E1 / . / / �. \ \ / \ \� \ \ ✓ \�/\ / / _GRADE \ / \ \ /\ \� � /� / \ FtG W�C4) �5 BARBCONC. \ / EACH WAY \ / \ \ \/ =- ' / \ \ \ C ' ° /' OVER 6 MIL VAPOR IER \/� \ ON TERMtTT= TREATED /\ / TYP. � �' / /\/ /�� /�� P.T. 2x4 BASE PLATE W/ ANCHOR BOLTS ! it LC�.S (j: 6 MIL VAPOR TERMITE BARRIER ON TREATED SOiL, TYP. 0 (3) 4158 et i- \ \ / ° C ■ \ / ■ ° ■ \ \ = C . d MINI Im ■ \\ \ \\ \ \\ 36"x36"x20" W! \ \ �\ x \\.�. _ No. MN NINA . 4 ° �a ■ � \\ \ \\ \ \\ \\ � - GRADE_ \ - `r \ .. ° , \ \/ \\ j / \ � •,.- // - � ' € ,,:,.7- 7-, -- a \ �j � \ \ l / ° , °• • Q : ° • \ \ / / \/ \\ \ ` / \/ d 8 d A • ° • ° <74. d d °' /�t+i / / / \ \/ BARS EACHCWAY / / \ / 8 d • • d ° Q d \ / / \ / \ \ / • d' Q ° d dd ° d' ° d. ° ° Q ° /\/ \ \ \ \ \ \ \ / \ sec. 3 UJALL SECTiON / sec. / 2 WALL SECTION WALL SECTIONS \ /j / / �/ 1- S",� / () SECTiON a sec. 1 WALL 1" = 1' -0" A10 _- w 0' 1' 2' 0' 1' 2' 0' }' 2 � 1 2 3 4 5 6 7 8 9 10 3 4 5 6 7 8 9 10 PT. 2x10 MARINE GRA PLYWD 2x4 SCREEN HARD' PANEL PT. 2x6 MARINE GRADE PLYWD PORCH WALL t / P.T. 2x6 detail 1�� SMEAR WALL DETAIL 3" = 1' -0" A -1V 0. 311 T. 2x10 2x4 SCREEN PORCH WALL MOLD RESISTANT GYP BD 12 U2" GYP BP HURRICANE CLIPS PSL 2x6 TOP PLATE V2" GYP 13P 11 Pi; ARCHITECTURAL ASPHALT SHINGLES 1/2" 058 DECKING W/ ICE t WATER SHIELD T.O.P. INVERTED T -1 -11 MTL FLASHING P.T. 1x2 2x10 WD RAFTERS • 16" OC. P.T. 12" TRIM (3) 2x108 W/ 1/2" PLYWD CASEMENT WINDOW (SEE WINDOW SCHEDULE A5.0) 2x6 WD STUDS * 16" O.C. 3/4" OS8 DECKING F.T. 2x2 DRIP 12" HARD I TRIM 12" TJIB a 16" OC. a (2) 16" MICROLAMS COLUMN BEYOND j \ \j \ \j \ j sec, 2 Aly 3/4" = 1' -0" PORCH T.O.P. T.O.5. GRADE WALL SECTION 0' 1' T.OPJ LOFT FLOOR \T.0e1 C.14. ARCHITECTURAL ASPHALT SHINGLES 1/2" OS8 DECKING W/ ICE 4 WATER SHIELP INVERTED T -1 -11 2x8 WD RAFTERS • 16" D.C. MTL FLASHING O.PL PORCH 2x10 WD RAFTERS « 16" O.C. 12 P.T. 1x2 P.T. 12" TRIM P.T. IX TRIM P.T. 1X1 P.T. 6" TRIM WRAPPED P.T. 65(6" COLUMN 12 4� HURRICANE CLIPS 3/4" O65 DECKING 2x128 a 16" O.C. 1/2" GYP 5D. DSL. 2x6 TOP PLATE (3) 2x108 W/ 1/2" PLYWD P.T. 5/4" PT. 1x4 PT. 2x4 SEAL-0-FLEX (SEE 5/A8.0) 3/4" MARINE GRADE PLYWD HARDI SIDING 6" HARDI TRIM SLIDER ( SEE DOOR SCHEDULE A5.0) SEAL -O -FLEX (SEE 1/A8.0) SLOPE 1/4" PER FOOT SEAL -O -FLEX (SEE 6/A8.0) 2x10 LEDGER W/ HANGER 2x108 a 16" O.C. 12" HARDI TRIM BRACKET BEYOND 4" SLAB ON 6/6 10X10 WWM OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP. FINISHED FLOORING 3/4" OS5 DECKING 12" TJ18 * 16" O.C. R -30 15ATT INSULATION 1/2" GYP 8D. \\6 • 41/ \ sec. 1 1 WALL SECTION 1" = i' -0" 0' 1' 2 RELEASED FOR CONSTRUCTION (6- 19 -13) J05: 1310 CAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. 0 DRAWING REVISIONS 11011-- ■••-=-1•411 VA■ww--_...■ P --NNE PORCH WALL t / P.T. 2x6 detail 1�� SMEAR WALL DETAIL 3" = 1' -0" A -1V 0. 311 T. 2x10 2x4 SCREEN PORCH WALL MOLD RESISTANT GYP BD 12 U2" GYP BP HURRICANE CLIPS PSL 2x6 TOP PLATE V2" GYP 13P 11 Pi; ARCHITECTURAL ASPHALT SHINGLES 1/2" 058 DECKING W/ ICE t WATER SHIELD T.O.P. INVERTED T -1 -11 MTL FLASHING P.T. 1x2 2x10 WD RAFTERS • 16" OC. P.T. 12" TRIM (3) 2x108 W/ 1/2" PLYWD CASEMENT WINDOW (SEE WINDOW SCHEDULE A5.0) 2x6 WD STUDS * 16" O.C. 3/4" OS8 DECKING F.T. 2x2 DRIP 12" HARD I TRIM 12" TJIB a 16" OC. a (2) 16" MICROLAMS COLUMN BEYOND j \ \j \ \j \ j sec, 2 Aly 3/4" = 1' -0" PORCH T.O.P. T.O.5. GRADE WALL SECTION 0' 1' T.OPJ LOFT FLOOR \T.0e1 C.14. ARCHITECTURAL ASPHALT SHINGLES 1/2" OS8 DECKING W/ ICE 4 WATER SHIELP INVERTED T -1 -11 2x8 WD RAFTERS • 16" D.C. MTL FLASHING O.PL PORCH 2x10 WD RAFTERS « 16" O.C. 12 P.T. 1x2 P.T. 12" TRIM P.T. IX TRIM P.T. 1X1 P.T. 6" TRIM WRAPPED P.T. 65(6" COLUMN 12 4� HURRICANE CLIPS 3/4" O65 DECKING 2x128 a 16" O.C. 1/2" GYP 5D. DSL. 2x6 TOP PLATE (3) 2x108 W/ 1/2" PLYWD P.T. 5/4" PT. 1x4 PT. 2x4 SEAL-0-FLEX (SEE 5/A8.0) 3/4" MARINE GRADE PLYWD HARDI SIDING 6" HARDI TRIM SLIDER ( SEE DOOR SCHEDULE A5.0) SEAL -O -FLEX (SEE 1/A8.0) SLOPE 1/4" PER FOOT SEAL -O -FLEX (SEE 6/A8.0) 2x10 LEDGER W/ HANGER 2x108 a 16" O.C. 12" HARDI TRIM BRACKET BEYOND 4" SLAB ON 6/6 10X10 WWM OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP. FINISHED FLOORING 3/4" OS5 DECKING 12" TJ18 * 16" O.C. R -30 15ATT INSULATION 1/2" GYP 8D. \\6 • 41/ \ sec. 1 1 WALL SECTION 1" = i' -0" 0' 1' 2 RELEASED FOR CONSTRUCTION (6- 19 -13) J05: 1310 CAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. 0 DRAWING REVISIONS DESCRIPTION DATE >123V104 SEAL NO • • : +'LESS SIGNED NEW 5E 4C1-1 COTTAGE for: JIM 4 C iR�C STCEFFLE R WALL SECTIONS A.1 1 2 3 4 10 A B c D E G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 A B c D G POST CAP JOB: 1310 CAD FILE: MG-PLAN DRAWN 13Y: SLT Gl- IEGKED 8'r : GCS SEALOFLEX CT SYSTEM V DOOR THRESHOLD 1" x 1" ANGLE METAL REQUIRED UNDER DOOR This drawing & all written material herein, as an instrument of service is and shall remain the property of S Architecture. Reproduction es prohibited without prior written consent. C0 Copyright 2013 5 +T. SEALOFLEX CT SYSTEM OR SEALOFLEX WATER 3ASED SYSTEM 'i � -- -f _ % ""�'�' 41'0" 6"x6" P.T. POSTS, TYPICAL ON CORNERS TYMEE LATTICE AROUND SINGLE PART POLYURETHANE CAULK • SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912 - 323 -1220 Scott 912. 4414323 ,�• �• - — - - - r1 r-1 r-i r, r, r, r I ft 2 Q >\ _ detail 1 SEALOFLEX T1-I ASi -IOLID 3" = 1' -0" ''0 f r-•ii PLATFORM, SEE LATTICE DETAIL SERVICE YARD PLATFORM (1 CONDENSER UNIT) -- MIN 12' AMSL SIMPSON STRAP •A8U88 TO CONNECT ALL WOODEN POSTS TO CONCRETE BONA -TUBE FOUNDATION TO EXTEND 4" ABOVE GRADE, SEE DETAIL WALL FINISH 2 LAYERS OF SEALOFLEX FINISH COAT SEALOFLEX PINK "SATURATION" COAT ,� —_ 6" " P.T. 5 P POSTS, TYPICAL ON CORNERS = 0 v- \ -_ TRAFFIC FINISH: 1 SEALOFLEX FAMRIC SEALOFLEX PINK "BASE" COAT HARDWEARING "TRAFFIC FINISH" 2 COATS WEARCOAT OR CORAFLEX W/ 2 COATS WEARCOAT CLEAR 11 J .,- \ x6 P.T. 1"x2 ", (TYBEE LATTICE) TYPICAL kik ' - — — �- 3/S "x3 /S" SINGLE PART 5EALOFLEX PRIMER is ►� ►; %' - _� - - AROUND SERVICE YARD . `; (2) 2x10'8 HUNG, TO INTERIOR EDGE OF POSTS, �� `.11k m 7 OE "in 1110 -‘4 POLYURETHANE CAULK FILLET detail 6 SEALOFLEX WALL/ 'Cr E1 L _1 / — — \ -- (AS CLOSE TO EDGE THAT HANGER ALLOWS) (NAILS TO 8E STAGGERED CONNECTING RIM JOISTS) (2) 2x10'8 JOISTS * 16" O J 3" = 1' -0" i A43.0„1 -- 3 u 6" u .� .. .. N\-- .C. HARDWEARING "TRAFFIC OF SEALOFLEX PINK "SATURATION" FABRIC PINK "SASE" FINISH" FINISH COAT COAT COAT X PINK " SASE "/ L/ DG�G. \ \ .-x:Ezas-. i` FINISHED GRADE 2 LAYERS .. _ LATTICE DOOR TO ACCESS AREA ABOVE BELOW PLATFORM _ aD L— SEALOFLEX SEALOFLEX DRAWING REVISIONS DESCRIPTION SEALOFLEX - SEALOFLEX 8U ( I RGRADE METAL DRIP EDGE DATE _ 6" 15ANI, OF SEAL F LE "FABRIC"/ "SATURATOR" FASCIA — — - -J 2 L- f.., rya � ;. to ati detail 4 - GO D INSOR ENCLOSURE �� �� -• // f. %x `SANDERS £9 a<0 L. &' D PC' SEAL NO : + 1LESS SIGNED 3/4" MARINE SEALOFLEX GRADE PLYWD- PRIMER ADHERE DRIP EDGE INTO POSITION SINGLE PART POLYURETHANE CAULK W/ - detail ,AS.0 1 -1/2" = 1' -0" �' 1/2' 1' u 11 /"'-CEILING JOISTS \ �,- - BOTTOM OF CEILING JOISTS �� O F.T. JOISTS MORTIS 4 TENON (EPDXY GLUED) - - 5.1 5.1 511 511 I EQ EQ. 6"x6" P.T. �` (2)1/2" DIA. CARRIAGE BOLTS , - P.T. 6x6 COLUMN BEYOND -- F.T 2"x4" P T 1"x2" (STAGGERED HEIGHT) 5" O.G. TYPICAL _ 61 • ► (STAINLESS STEEL) 6"x8" P T. P.T. 5/4° a- - - —.ow". P.T. 2x4 P.T. 1x4 1 — - - - - - - — — - '- CONNECTION TIR- Lj 1 P T. 2"x4" COLUMN IN BACKGROUND P.T. 2"x4" TOP OF SLAB P.T. P .T. 2x4 "X" BRAG I NG WOVEN g1/2" U ,� , i -i.. 6 "x4 "x1/2" (xO' -5 ") STAINLESS STEEL ANGLE DIA. LAG BOLT (COUNTERSUNK) (STAINLESS STEEL) (2) 3/4" DIA. CARRIAGE BOLTS (STAINLESS STEEL) *, ( p G E( .I IKKI't t WIRE MESH P.T. LATTICE TRIM TO in "x16" 6 "x6" P.T. s 16 CMU -. (2) 3/4" DIA CARRIAGE MOLTS m (STAINLESS STEEL) ' COVER WIRE MESH P.T. 2x4 "X" BRACING ::—--- 4 ''- 4 z 0 �' 0 ILK Z 0 U -+- O -FLEX P.T. 5/4" 6"x8" P.T. -�. �� - - N ! (I0 illa'I - 12" MARDI TRIM DETAILS —b V 2x108 16" O.G. detail / \ / 2 \ RAILING DETAIL T detail ri Q BRAGKE DETAIL to detail 3 T`t'� L�4TT1G DT�4lL • 1 1 -1/2" = 1' -0" ' 0 „ _ „ �AA8.O, 3/4 - 1 -0 LIi A8.O 3/4" = 1' -0" 0' U2' 1' 0, }, 2' 0, �, 2, 1 2 3 4 5 6 7 8 9 10 A B c D G 4 5 6 7 8 9 10 (2) 2x6 TOP PLATE 2x6 BLOCKING CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) 0 4 O 2x6 BLOCKING 2x6 BASE PLATE CORNER JACKS 2x6 BLOCKING 2x6 BLOCKING 2\ CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) ROOF TRUSSES AT 24 "o /c m v ,• • • (2) 2x6 TOP P (2) F - SIMPSON H2.5 HURRICANE CLIPS (ONE ON EA. SIDE — STAGGERED) OR (1) H10 CLIP PER RAFTER (2) Fl SIMPSON PHD5 —SDS3 HOLDOWN W/ 5/8 "0 ANCHOR BOLT (EA. CORNER) J SIMPSON TP 35 STRAPS THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) TYPICAL WALL ASSEMBLY DETAIL (2x6's WALL, WOOD FRAMED FLOOR) NOT TO SCALE NGTH STUDS w 2x6's WALL STU S ® 16 "o /c 3/4" PLYWOOD ' LOOR FLOOR JOIST 0 16 "o /c (SEE PLAN) 2x6's WALL ST DS CP 16 "o /c 2x6 BLOCKING :NGTH STUDS 2x6 BLOCKING FLOOR FRAMING (P.T.) CONT. BASE PLATE 5/8 "95 ANCHOR BOLTS SPACED PER CODE W/ 3 "x3 "x 1 /8" SQUARE WASHER & NUT MINIMUM WALL AND HEADER STUD REQUIREMENTS Z F a W w o MAXIMUM HEADER SPAN (FT.) 3 ft 6 ft rl 12 ft I V r { 1 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF THE HEADER 10 FEET OR LESS 16 "o /c 2 2 3 3 GREATER THEN 10 FEET 16 "o /c 2 2 3 3 RSP4 EA. ` "LATE TIES UD (TYP.) 41411. III I i i i ::: i HEADS (SEE SCHEDULE) SIMPSON STRAPS WINDOW OPENING HEADER (SEE SCHEDULE) TP 35 STUDS ULL LEND H STUDS (2) FULL LI �1 SIM ST SON TP PS 5 1 WM 11 I 1 ,� 1 1 t� t T �� 1� 1 titer t 1 ., Ei RSP4 EA. STUD LATE TIES (TYP, 4 ) 1 HEADER (SEE SCHEDULE) f t8 } i SIMPSON TP 35 STRAPS WINDOW OR DOOR OPENING HEADER STUDS (SEE SCHEDULE) 4 (2) FULL .� L� LL LENG—H STUDS it % i � I i iI ,; J41 'I l I Ir 1, (2) Fl SIMPSON PHD5 —SDS3 HOLDOWN W/ 5/8 "0 ANCHOR BOLT (EA. CORNER) J SIMPSON TP 35 STRAPS THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY EQUAL HARWARE BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) TYPICAL WALL ASSEMBLY DETAIL (2x6's WALL, WOOD FRAMED FLOOR) NOT TO SCALE NGTH STUDS w 2x6's WALL STU S ® 16 "o /c 3/4" PLYWOOD ' LOOR FLOOR JOIST 0 16 "o /c (SEE PLAN) 2x6's WALL ST DS CP 16 "o /c 2x6 BLOCKING :NGTH STUDS 2x6 BLOCKING FLOOR FRAMING (P.T.) CONT. BASE PLATE 5/8 "95 ANCHOR BOLTS SPACED PER CODE W/ 3 "x3 "x 1 /8" SQUARE WASHER & NUT MINIMUM WALL AND HEADER STUD REQUIREMENTS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's 0 16" O.C.) (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' -0" OPENINGS (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's 0 1 6" O.C.) (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (2) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS SEE NOTES FOR NAILING PATTERN 4' -0" AS REQ'D. 4' -0" CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) (2) TOP PLATES SIMPSON HURRICANE CLIPS (EA. RAFTER) CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) SEE NOTES FOR NAILING PATTERN WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILING PA IERN NOT TO SCALE RAI- I ER H2.5 HURRICANE CLIP NOT TO SCALE RAI- I ER H1 O HURRICANE CLIP 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION HOLDDOWN NOT TO SCALE ENDWALL CORNER STUD CONNECTED TO TRANSFER SHEAR 2 -16 d COMMON NAILS MINIMUM 0 6" O.C. SINGLE HOLDDOWN AT CORNERS NOT TO SCALE RELEASED FOR CONSTRUCTION ( - 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SL CI- IECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S+ T. V) Z N w W Z Q X ° Z F a W w o MAXIMUM HEADER SPAN (FT.) 3 ft 6 ft 9 ft 12 ft Q C3 NUMBER OF HEADER STUDS SUPPORTING EACH END OF THE HEADER 1 1 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF THE HEADER 10 FEET OR LESS 16 "o /c 2 2 3 3 GREATER THEN 10 FEET 16 "o /c 2 2 3 3 DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's 0 16" O.C.) (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' -0" OPENINGS (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's 0 1 6" O.C.) (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4' -0" OPENINGS (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8' —O" OPENINGS (2) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10' -0" OPENINGS SEE NOTES FOR NAILING PATTERN 4' -0" AS REQ'D. 4' -0" CDX PLYWOOD OR OSB ROOF SHEATHING (SEE ARCH. WALL SECTIONS) (2) TOP PLATES SIMPSON HURRICANE CLIPS (EA. RAFTER) CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) SEE NOTES FOR NAILING PATTERN WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILING PA IERN NOT TO SCALE RAI- I ER H2.5 HURRICANE CLIP NOT TO SCALE RAI- I ER H1 O HURRICANE CLIP 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION HOLDDOWN NOT TO SCALE ENDWALL CORNER STUD CONNECTED TO TRANSFER SHEAR 2 -16 d COMMON NAILS MINIMUM 0 6" O.C. SINGLE HOLDDOWN AT CORNERS NOT TO SCALE RELEASED FOR CONSTRUCTION ( - 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SL CI- IECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S+ T. V) Z N w W Z Q X ° Z F a W w o Q C3 >lavw SEAL NO c + 1LESS SIGNED NEW 3E 4C1-T COTTAGE W 11_ -6 0 O U W (D 1113 1— IL W Z Z 2 cn E 1-11 1— ill ca 1— STRUCTURAL DETAILS •8.1 1 2 3 4 5 6 7 8 9 10 4 5 6 7 8 9 10 REINFORCED CONCRETE MASONRY NOTES: ALL BLOCK CELLS ARE TO BE GROUTED SOLID FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, WITH A MINIMUM COMPRESSIVE STRENGTH F'm = 2400 PSI. MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270, TYPE "S ". HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A116, CLASS 1 OR CLASS 3, OR ASTM A153, CLASS 8 -2. FURNISH PREFABRICATED CORNER AND TEE UNITS. HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED BY MORTAR. REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS, UNLESS NOTED. VERTICAL MASONRY WALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE NOTES FOR VERTICAL REINFORCING DETAIUNG, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN.) AT DOWELS AND SPUCES. VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS ( #5) AND HOOKED AT UNTELS. CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH F'c =3000 PSI IN 28 DAYS. REFER TO CONCREIh. NOTES FOR CONCREIE MIXING AND PLACEMENT REQUIREMENTS. CONCRETE AGGREGATE WILL BE 1 /2 "0 MAX METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 153, CLASS B -2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS I. STRUCTURAL STEEL GENERAL NOTES TOP OF STEEL ELEVATIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM FIRST FLOOR FINISH ELEVATION, UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ERECTION AND FABRICATION TO INSURE PROPER ASSEMBLY OF ALL CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT /ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, WILL CONFORM TO THE REQUIREMENTS OF ASTM A36. STRUCTURAL PIPE COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53, TYPE E OR S, GRADE B OR ASTM A501. STRUCTURAL STEEL TUBING (SQUARE OR RECTANGULAR) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501 OR ASTM A500, GRADE B. UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. HIGH STRENGTH BOLTS (ASTM A- 325N). CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. ALL DETAIUNG, FABRICATION AND ERECTION OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR BUILDINGS, LATEST EDITION. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. ALL WELDING SHALL BE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 AND EXECUTED WITH WELDERS QUAUFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS D1.1. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, ANCHOR BOLT NUTS TO ASTM A563. ALL COLUMN ANCHOR BOLTS HOLES TO BE OVERSIZED IN ACCORDANCE WITH RECOMMENDATIONS OF AISC MANUAL FOR DETAILING FOR STEEL CONSTRUCTION. GROUT UNDER COLUMN BASE PLATES SHALL BE NON- SHRINK, MASTER BUILDERS, "MASTERFLOW 713" OR "FIVE STAR GROUT" BY U.S. GROUT CORP., OR "CRYSTEX" BY L &M CONSTRUCTION CHEMICALS, INC. OR EQ. MIXED AND PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. STANDARD SHOP PAINT SHALL BE RED ALKYD ZINC CHROMATE PRIMER PER FED. SPEC. TTP -636 OR EQ. PROVIDED PER APPROVED MANUFACTURER STANDARD. REFER TO ARCH. SPECIFICATIONS FOR FINISH COAT REQUIREMENTS. STEEL SURFACE SHALL BE CLEANED IN ACCORDANCE WITH SSPC -SP3, FOR PREPARATION PRIOR TO PRIMER PAINTING, UNLESS REQUIRED OTHERWISE BY PRIMER MANUFACTURER. ALL WELDED, BURNED, OR OTHERWISE DAMAGED AREAS SHALL BE REPAIRED AND RECOATED IN ACCORDANCE WITH COATING MATERIAL MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION, AS OUTLINED FROM AISC SPEC. SECT. 1.25 - ERECTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO STANDARD BUILDING CODE AND AITC MANUAL FOR ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR BORED WITHOUT ARCHITECT'S APPROVAL THE ENGINEERING OF FRAMING MEMBERS IS BASED ON NO. 2 SOUTHERN YELLOW PINE. FB = 1200 PSI, E = 1 ,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING. ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A -153. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP -2. ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET THE REQUIREMENTS OF PS1 -83 OR APA PRP -108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER WILL BE CLASSIFIED "EXTERIOR ". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE *EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT CT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDMONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED PRIOR TO TEMPORARY BRACINGS ARE REMOVED. TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBIUTY OF THE CONTRACTOR AND /OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. GENERAL CONSTRUCTION NOTES: ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY FUNDING INSTITUTION.COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES BEFORE STARTING WORK, NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE, OSHA, ACI, AISC AND AITC CODES AND REQUIREMENTS AND ALL APPUCABLE STANDARDS. GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND /OR BENEATH SLABS. SUBGRADE PREPARATION NOTES: PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DEBRIES. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN -OFF. IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT /ENGINEER. ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACFILLED WITH APPROVED SUITABLE BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY R011 FR. COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D -1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE FOOTINGS AND SLABS. ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH ASTM D- 1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIES. ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 8 TO 10 INCH THICK LOOSE LIFTS AND COMPACTEDTO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. THE DESIGN SOIL BEARING PRESSURE IS 2006 PSF. CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE. MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN ACCORDANCE WITH ACI 305. CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT /ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VAUD REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPUED CEMENTIOUS APPUCATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE UNES SHALL BE CARRIED OUT WITH EXTREME CAUTION. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE STRUCTURES ACI SP -66, LATEST EDITION. ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS. PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE -BARS AS REQUIRED TO SUIT SPECIAL CONDITIONS. CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE REQUIREMENTS AND THIS DRAWINGS FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE. DESIGN CRITERIA 2006 INTERNATIONAL CODE 1. FLOOR DEAD LOADS: 2. FLOOR LIVE LOADS: 3. ROOF DEAD LOAD: 4. ROOF LIVE LOADS: 5. WIND LOAD: PARTITIONS FIXED EQUIPMENT FINISHES LIVING ROOMS SLEEPING ROOMS ATTIC W/ STORAGE ATTIC W/0 STORAGE DECKS BALCONIES GUARDRAILS & HANDRAILS ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEILING FIXED EQUIPMENT TRIBUTARY AREA: 0 TO 200 SF 201 TO 600 SF OVER 600 SF 20 PSF ACTUAL WEIGHT ACTUAL WEIGHT 40 PSF 30 PSF 20 PSF 10 PSF 40 PSF 60 PSF 200# 2.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 5.0 PSF ACTUAL WEIGHT LIVE LOAD: 20 PSF Lr = 20 x R1 R1= 1.2 -0.001 At (400 SF 16 PSF) 12 PSF 3 SECOND GUST WIND SPEED V3s = 130 MPH (FIG. 1609) EQUIVALENT BASIC WIND SPEED (TAB. 1609.3.1) ROOF NET UPUFT = 20 PSF Vfm = 110 MPH 6. SEISMIC CRITERIA.. (2006 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLASS "D" AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S1 = 0.3 SITE COEFFICIENT VALUES: Fa = 1.1, Fv = 1.8 7. LOAD COMBINATIONS: DL + LL DL + WL DL + LL + WL 100% BASIC STRESS 133% BASIC STRESS 133% BASIC STRESS WINDOW AND DOOR DESIGN PRESSURE RATINGS PER 2006 INTERNATIONAL RESIDENTIAL CODE DESIGN PRESSURE VALUES LISTED IN THE TABLE ARE IN POUNDS PER SQUARE FOOT (PSF) 3 SECOND GUST WIND SPEED V 3s = 130 MPH MEAN ROOF HEIGHT (MRH) INLAND LOCATION (EXPOSURE "B") THIS PROJECT .► MEAN ROOF HEIGHT (MRH) (MRH) 15' 20' 25' 30' ZONE (4) DP 35 DP 35 DP 35 DP 35 ZONE (5) DP 45 DP 45 DP 45 DP 45 35' DP 35 DP 45 40' 45' 50' DP 40 DP 40 DP 40 DP 45 DP 50 DP 50 OCEAN /MARSH LOCATION (EXPOSURE "C ") (MRH) ZONE (4) 15' 20' 25' 30' 35' 40' 45' 50' DP 40 DP 45 DP 45 DP 50 DP 50 DP 50 DP 55 DP 55 ZONE (5) DP 50 DP 55 DP 55 DP 60 DP 60 DP 65 DP 65 DP 65 ZONE (5) ZONE 5 ZONE (4) ZONE (4) ZONE (5) ZONE (5) WIND PRESSURE ZONE DIAGRAM NOT TO SCALE RELEASED FOR CONSTRUCTION ((0- 19 -13) JOB: 1310 CAD FILE: M5 -FLAN DRAUUN BY: 5LT CHECKED BY: GsCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. g ec cyc; 1 gill P.Iscct m qp? 0 g DRAWING REVISIONS z 0 P a Fr- 0 w 0 DATE Navw SEAL NO • : + 1 LESS SIGNED NEW 3E 4CI-1 COTTAGE for: JIM 4 GfREG 5TOEFFLE R STRUCTURAL DETAILS ,48.2 1 2 3 4 5 6 7 8 9 10 6 7 8 9 10 ELECTRICAL LEGEND SYMBOL TYPE 110V DUPLEX RECEPTACLE OUTLET 4D HALF NOT, 110V DUPLEX RECEPTACLE OUTLET 22O 220V RECEPTACLE OUTLET : VW WEATHERPROOF DUPLEX RECEPTACLE OUTLET m@ al 110V DUP. RECEPT.OUTLET GND. FAULT INTERRUPT =10n IN CABINET DEDICATED - MICROWAVE HOOD IQ TELEPHONE OUTLET Fite CAT 6 WIRE -(- INCANDESCENT LIGHT (SURFACE MOUNTED) 1-O LIGHT (WALL MOUNTED) �. HANGING LIGHTS © RECESSED LIGHT © WPC WATERPROOF CAN ).( CEILING FAN 0 TRACK LIGHTING/ AMBIENT UP LIGHTING ) UNDER COUNTER LIGHTING 0 C -E FLOOD LIGHT, W/ MOTION DETECTOR a BOLLARD LIGHTING ilk DOWN LIGHTING ON FASCIA e EXHAUST FAN $ SINGLE POLE SWITCH $3 THREE POLE SWITCH $4 FOUR POLE SWITCH Q SMOKE DETECTOR Q THERMOSTAT . ELECTRICAL PANEL , ir ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. w ec 1 L v SERVICE I= MUST E NO ALUM Section 9, s �9c _ _,oPPER !'f ALLOJtf •-section POOL LIGHT NEZ'A .f0 Means shall be provided to di2cannect all conductors in O. building or other structure- from the etvice -e ilranc conductor!, LOJ - - --I N .1 1'0 t70WN )t- IGi•t11NG ASOVt plan 1 \ GROUND FLOOR ELECTRICAL PLAN 1/4" = 1' -0" E1.m/ 4' SI RELEASED FOR CONSTRUCTION (6- 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN IE3Y: SLT CHECKED 13Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. CO Copyright 2013 S +T. A ERA J� RAT u, DRAWING REVISIONS tn W 0 0 )iavw ..if Fite SEAL NO r - .. + 1 LESS SIGNED for: JIM 4 CIRE STOEFFLEIR GROUND FLOOR ELECTRICAL PLAN E 1.0 1 2 3 10 3 4 5 6 7 8 9 10 ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. (I plan 1/4" = 1' -0° E1.1} FIRST FLOOR ELECTRICAL FLAN 0' 4' RELEASED FOR CONSTRUCTION ( - 19 -13) JOB: 1310 CAE) FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. DRAWING REVISIONS ELECTRICAL LEGEND SYMBOL TYPE 110V DUPLEX RECEPTACLE OUTLET Q 0 HALF NOT, 110V DUPLEX RECEPTACLE OUTLET 220 220V RECEPTACLE OUTLET W WEATHERPROOF DUPLEX RECEPTACLE OUTLET 110V DUP. RECEPT.OUTLET GND. FAULT INTERRUPT al IN CABINET DEDICATED - MICROWAVE HOOD : w (Q TELEPHONE OUTLET CAT ro WIRE .4'.. INCANDESCENT LIGHT (SURFACE MOUNTED) FO LIGHT (WALL MOUNTED) AL. HANGING LIGHTS I01 RECESSED LIGHT 0 WPC WATERPROOF CAN ).( CE IL ING FAN TRACK LIGHTING/ AMBIENT UP LIGHTING 1 d ) UNDER COUNTER LIGHTING 0 c -E FLOOD LIGHT, W/ MOTION DETECTOR a BOLLARD LIGHTING [}W DOWN LIGHTING ON FASCIA e EXHAUST FAN $ SINGLE POLE SWITCH $S THREE POLE SWITCH $+ FOUR POLE SWITCH Q SMOKE DETECTOR 0 THERMOSTAT ELECTRICAL PANEL . ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. (I plan 1/4" = 1' -0° E1.1} FIRST FLOOR ELECTRICAL FLAN 0' 4' RELEASED FOR CONSTRUCTION ( - 19 -13) JOB: 1310 CAE) FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. DRAWING REVISIONS DESCRIPTION Q 0 >lavw SEAL NO v. ; •1LESS SIGNED for: JIM 4 CIRE C STOEFFLE R FIRST FLOOR ELECTRICAL PLAN E1.1 1 2 3 10 1 2 3 4 5 6 7 8 9 10 ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. / / / / / / / 0 play 1 LOFT ELECTRICAL PLAN 1/4° = l' -0° EI2) 0' RELEASED FOR CONSTRUCTION C6- 1S -13) J013: 1310 CAD FILE: MS -PLAN DRAWN 1:3Y: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. e N Weilt 1E411 cd DRAWING REVISIONS ELECTRICAL LEGEND SYMBOL TYPE © 110V DUPLEX RECEPTACLE OUTLET A) HALF HOT, 110V DUPLEX RECEPTACLE OUTLET a@ 220 220V RECEPTACLE OUTLET WEATHERPROOF DUPLEX RECEPTACLE OUTLET w1' �al 110V DUP. RECEPT.OUTLET G•D. FAULT INTERRUPT =@icn IN CABINET DED!GATED - MICROWAVE HOOD K TELEPHONE OUTLET 4) CAT WIRE - -- INCANDESCENT LIGHT (SURFACE MOUNTED) '-O LIGHT (WALL MOUNTED) HANGING LIGHTS RECESSED LIGHT WE © wit WATERPROOF CAN • /\ CE IL ING FAN TRACK LIGHTING/ AMBIENT UP LIGHTING A ) UNDER COUNTER LIGHTING o c {E FLOOD LIGHT, W/ MOTION DETECTOR CE BOLLARD LIGHTING [Ik DOWN LIGHTING ON FASCIA O EXHAUST FAN $ SINGLE POLE SWITCH $S THREE POLE SWITCH Si FOUR POLE SWITCH 0 SMOKE DETECTOR Q THERMOSTAT ELECTRICAL PANEL 4 , er ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. W /OWNER ALL LOCATIONS OF OUTLETS, LIGHTING 2. ALL ELECTRICAL SHALL BE INSTALLED ABOVE CONTRACTOR TO VERIFY LOCATIONS. CONTRACTOR SHALL VERIFY AND SWITCHES. THE BASE FLOOD ELEVATION. / / / / / / / 0 play 1 LOFT ELECTRICAL PLAN 1/4° = l' -0° EI2) 0' RELEASED FOR CONSTRUCTION C6- 1S -13) J013: 1310 CAD FILE: MS -PLAN DRAWN 1:3Y: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. e N Weilt 1E411 cd DRAWING REVISIONS DESCRIPTION Ic Q 0 Advil for: J IM 4 GREG STOEFFLEIR LOFT ELECTRICAL PLAN E 1.2 2 3 4 5 7 9 10 " S 7 0 ' 2 8 ' 2 7 " E 6 0 . 1 4 ' 1 / 2 " R B F L O T 1 8 + �� N I N T H T E R R A C E 2 0 ' R / W P P P � ' V A M P + 5 9 " 9 % 9 . 9 8 4 P p p 1 t 2 O t T O - B U T L E R . 5 " 1 / 2 " R B F 1 2 R B F N 1 9 " 4 0 ) 5 5 * E 1 / 2 " R B F m 0 R O O F O V E R H A N G 2 0 ' B S L ��P w o m b . 5 ' P S L L O T 1 7 1 + 0 L O T j [ 1 m 0 I O ' B S L R O O F \ b V E R H A N G + 1 " R B F J 0 e r o ` - - - - - I + ' : 1 / 2 " R B F + A + A . 0 S 7 0 " 3 0 ' 0 0 " E 6 0 . 0 0 ' P 4 0 . 5 / 8 ' R B S O ' , \ < < / J o _ � P " o Q �� < c F . ` 1 , 0 o ��4 - - o c b O P 4 < f ` v R t O F O V E R N G o p o 4 . 1 \ 4 ' ) o �� �� ��F , d - o Q . d - - 0 c c ! c o c o a ; 1 a P �� ' ` % �� ���� o P 4 - - t D m J C X O �� J C o P P L O T 1 6 X 0 ( S ) J - �� O P T m c o s ' ` . \ < < , o ' \ / p 4 p a o 1 / 2 " R B 1 P 4 + < b c " 0 + o ' P 4 B E N C H M A R K N A I L I N P / P E L E V 9 . 8 8 N A V D 1 9 8 8 L O T 1 6 4 p i Q J O V E R H , A - N G o G �� 5 ' P S L 0 0 0 4 . m B E N C H M A R K N A I L I N P / P E L E V 9 . 8 8 N A V D 1 9 8 8 1 0 ' B S L o e I S P E C I A L A V E R A G E G R A D E N O T E S : 1 . T H E A V E R A G E G R A D E T O B E U S E D A S A B A S E E L E V A T I O N T O S E T T H E B U I L D I N G H E I G H T 1 5 T O B E O B T A I N E D F R O M T H E T Y B E E I S L A N D P L A N N I N G A N D Z O N I N G D E P A R T M E N T . S P E C I A L B U I L D I N G S E T B A C K L I N E N O T E S : I . T H E B U I L D I N G O U T L I N E S H O W N O N T H E P L A N S 1 5 A S S U M I N G T H E M O S T O U T S I D E P A R T O F T H E B U I L D I N G . 2 . T H E M O S T O U T S I D E P A R T O F T H E B U I L D I N G I N C L U D E S A L L S I D I N G , S H U T T E R S , G U T T E R S , D O W N S P O U T S , D O W N S P U T B O O T S , T R I M W O R K O F A N Y K I N D O R T Y P E O F C O V E R I N G O R A E S T E T I C P A R T O F T H E B U I L D I N G . 3 . C O N T R A C T O R 1 5 T O C O O R D I N A T E B U I L D I N G W I T H T H E O W N E R A N D A R C H I T E C T T O M A K E S U R E T H A T N O P A R T O F T H E B U I L D I N G , W I T H T H E E X C E P T I O N O F T H E O V E R H A N G , P R O T R U D E S O U T S I D E O F T H E B U I L D I N G S E T B A C K L I N E V E R T I C A L L Y F R O M T H E G R O U N D L I N E T O T H E B O T T O M O F T H E R O O F O V E R H A N G . G U T T E R S Y S T E M 1 5 T O B E I N C L U D E D A S P A R T O F T H E A L L O W E D O V E R H A N G . 4 . C O N S U L T T H E T Y B E E P L A N N I N G A N D Z O N I N G D E P A R T M E N T F O R B U I L D I N G S E T B A C K L I N E R E Q U I R E M E N T S I F A G U T T E R S Y S T E M 1 5 U T I L I Z E D A N D F O R D O W N S P O U T S , D O W N S P O U T B O O T S , F I R E P L A C E S , E L E V A T O R S H A F T S , R O O F D E C K S , S T A I R S A N D A C C O M P R E S S O R S . 5 . C O N S U L T T H E T Y B E E P L A N N I N G A N D Z O N I N G D E P A R T M E N T F O R B U I L D I N G S L l B A C K U N E R E Q U I R E M E N T S I F A S P R E A D F O O T I N G 1 5 U S E D . G . C E R T I F I C A T E O F O C C U P A N C Y W I L L N O T B E G R A N T E D I F A N Y P A R T O F T H E B U I L D I N G ( I N C L U D I N G S I D I N G , S H U T T E R S , G U T T E R S , D O W N S P O U T S , D O W N S P O U T B O O T S , T R I M , W A T E R T A B L E O R A N Y A E S T E C T I C W O R K , E T C . ) E X T E N D S O V E R T H E B U I L D I N G S E T B A C K L I N E W I T H O U T A V A R I A N C E . N 7 0 " 3 0 ' 0 0 " W 6 0 . 0 0 ' , o f f + L O T 5 7 L O T 1 5 1 / 2 " R B F - _ _ h N 7 0 " 3 0 ' 0 0 " W 6 0 . 0 0 ' L O T 5 7 E X I S T I N G S I T E A N D D E M O L I T I O N P L A N I " = 1 0 ' N O T E S : ! . C O N T R A C T O R I S T O C O O R D I N A T E A L L G A S , L I G H T I N G , E L E C T R I C A L , P H O N E , C A B L E A N D A N Y O T H E R R E Q U I R E D U T I L I T I E S W I T H T H E A P P R O P R I A T E U T I L I T Y A G E N C I E S . 2 . C O N T R A C T O R 1 5 R E S P O N S I B L E F O R L O C A T I N G A L L E X I S T I N G U T I L I T I E S P R I O R T O C O M M E N C I N G O F C O N S T R U C T I O N A C T I V I T I E S A N D F O R A V O I D I N G C O N F L I C T W I T H S A M E . A N Y D A M A G E T O E X I S T I N G U T I L I T I E S S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . 3 . C O N T R A C T O R 1 5 T O C O O R D I N A T E A L L D E M O L I T I O N W O R K W I T H T H E O W N E R . A L L I T E M S N O T T O B E R E L O C A T E D O R G I V E N T O T H E O W N E R W I L L B E C O M E T H E P R O P E R T Y O F T H E C O N T R A C T O R . 4 . R E M O V E A L L T R E E S A S N E C E S S A R Y F O R P R O P O S E D C O N S T R U C T I O N . X T R E E S T O B E R E M O V E D T Y B E E I S L A N D V i c i n i t y M a p S P E C I A L F . F . N O T E S ; t . C O N T R A C T O R T O V E R I F Y F E M A E L E V A T I O N S P R I O R T O A N Y C O N S T R U C T I O N A C T I V I T I E S A N D C O O R D I N A T E W I T H G O V E R N I N G A G E N C Y R E Q U I R E M E N T S . 2 . C O N T R A C T O R T O C O O R D I N A T E F I N I S H F L O O R E L E V A T I O N S W I T H S T R U C T U R A L , A R C H I T E C T U R A L A N D M . E . P . P L A N S . T R A F F I C A N D R I G H T - O F - W A Y N O T E S : 1 . A L L R O A D C L O S I N G S , D E T O U R S A N D E T C . A R E T O B E C O O R D I N A T E D W I T H T H E C I T Y O F T Y B E E I S L A N D , G E O R G I A P E R S O N N E L . 2 . A N Y A N D A L L N E C E S S A R Y P E R M I T S M U S T B E O B T A I N E D F R O M T H E C I T Y O F T Y B E E I S L A N D P R I O R T O C O M M E N C E M E N T O F A N Y W O R K . 3 . C O N T R A C T O R 1 5 T O O B T A I N A R . O . W . P E R M I T P R I O R T O P E R F O R M I N G A N Y W O R K W I T H I N T H E C I T Y O F T Y B E E I S L A N D R I G H T - O F - W A Y . 4 . C H L O R I N A T E D D I S I N F E C T E D W A T E R S H A L L N O T B E D I S C H A R G E D I N T O T H E S T O R M W A T E R S Y S T E M . L E G E N D N E W 1 E : = " H �% a i l I . E . 4 . 1 3 T W 1 6 . 8 3 T P 1 4 . 6 5 F G 1 6 . 1 T S 1 6 . 1 0 T G 1 6 . 1 0 T C 1 6 . 1 0 E X I S T I N G S S - w G . V �� w . v � W . M . S P E C I A L A E A N D V E Z O N E N O T E S : I . B U I L D I N G S I N " A E " Z O N E S A R E T O H A V E T H E F I N I S H E D F L O O R S E T A M I N I M U M O F I ' A B O V E F L O O D . 2 . B U I L D I N G S I N " V E " Z O N E S A R E T O H A V E T H E L O W E S T H O R I Z O N T A L S T R U C T U R A L M E M B E R S E T A M I N I M U M O F t ' A B O V E F L O O D . 3 . B U I L D I N G S I N A E A N D V E Z O N E S A R E T O H A V E A L L E L E C T R I C A L , P L U M B I N G , H V A C , D U C T W O R K A N D O T H E R E Q U I P M E N T T O B E A M I N I M U M O F I ' A B O V E F L O O D . 4 . F L O O D V E N T S A R E R E Q U I R E D I N " A E " Z O N E S A N D A R E T O H A V E I S Q U A R E I N C H / S Q U A R E F O O T O f F L O O R P L A N A R E A W I T H A M I N I M U M R O U N D O P E N I N G O F 3 " , A M I N I M U M O F 2 O P E N I N G S W 1 T H A L L O P E N I N G S E V E N L Y S P A C E D A R O U N D P E R I M E T E R . B O T T O M O F O P E N I N G S H A L L B E 1 2 " O R 4 E 5 5 A B O V E A D J A C E N T G R A D E . 5 . B R E A K A W A Y W A L L S A R E R E Q U I R E D I N " V E " Z O N E S . 6 . C O O R D I N A T E S I T E W O R K A N D F I N I S H E D F L O O R E L E V A T I O N S W I T H A R C H I T E C T U R A L P L A N S T O M A K E S U R E B U I L D I N G E L E V A T I O N S A R E S E T A S P E R C O D E . G E O R G I A D . O . T . N O T E S : I . A N Y A N D A L L W O R K W I T H I N A N Y G E O R G I A D . O . T . R I G H T - O F - W A Y S M U S T B E A P P R O V E D A N D P E R M I T T E D T H R O U G H T H E G E O R G I A D . O . T . X I P F 0 D E S C R I P T I O N B U I L D I N G R E S U R F A C E A S P H A L T P A V E M E N T A S P H A L T P A V E M E N T T Y P E 1 A S P H A L T P A V E M E N T T Y P E I I C O N C R E T E P A V E M E N T C O N C R E T E S I D E W A L K S T O R M D R A I N L I N E S A N I T A R Y S E W E R L I N E W A T E R L I N E S A N I T A R Y S E W E R M A N H O L E G A S V A L V E W A T E R V A L V E W A T E R M E T E R F I R E H Y D R A N T S I G N F L A R E D E N D S E C T I O N S P O T E L E V A T I O N C O N T O U R I N V E R T E L E V A T I O N C H A I N L I N K F E N C E D I T C H I N V E R T P R O P E R T Y L I N E I R O N P I N F O U N D T O P O F W A L K T O P O F P A V E M E N T F I N I S H E D G R A D E T O P O F S T O N E T O P O F G U T T E R T O P O F C U R B P r o j e c t I n f o r m a t i o n : P . I . N . : 4 - 0 0 0 6 - 0 5 - 0 0 6 C 4 - 0 0 0 6 - 0 5 - 0 0 6 B A D D R E S S : L O T S 1 6 A N D 1 7 N I N T H T E R R A C E Z O N I N G : R - 2 S I T E S I Z E : 0 . 2 0 A C R E S E S T I M A T E D D I S T U R B E D A R E A : 0 . 1 3 A C R E S O W N E R : G r e g S t o e f f l e r O W N E R A D D R E S S : 2 1 2 B U T L E R A V E . T Y B E E I S L A N D , G A 3 1 3 1 8 P H O N E : 9 1 2 - 7 8 6 - 4 5 4 2 F E M A M A P N O T E S : I . T H I S D E V E L O P M E N T 1 5 W I T H I N M I N I M A L Z O N I N G A R E A " A E - 1 2 " A C C O R D I N G T O F . I . R . M . C O M M U N I T Y P A N E L N U M B E R 1 3 0 5 I C 0 2 1 3 F , M A P R E V I S E D S E P T E M B E R 2 6 , 2 0 0 8 ( 8 8 D A T U M ) . 2 . C O N T R A C T O R 1 5 T O V E R I F Y F E M A E L E V A T I O N S P R I O R T O A N Y C O N S T R U C T I O N A C T I V I T I E S . S u r v e y I n f o r m a t i o n : S u r v e y : R e y n o l d s S u r v e y i n g D a t e o f S u r v e y : F t h u a r y , 2 0 1 3 D a t u m : N A V D 1 9 8 8 S C A L E : I " = I O ' 1 0 ' 2 0 ' 2 5 ' S P E C I A L C O N S T R U C T I O N N O T E : I F T H E C O N T R A C T O R K N O W S O R C A N R E A S O N A B A L Y B E E X P E C T E D T O H A V E K N O W N O F A N E R R O R , D I S C R E P A N C Y O R C O N F L I C T I N T H E P L A N S , S P E C I F I C A T I O N S O R C O N S T R U C T I O N S T A K I N G A N D F A I L S T O R E P O R T T H E P R O B L E M P R I O R T O C O N S T R U C T I O N , H E S H A L L N O T B E E N T I T L E D T O C O M P E N S A T I O N F O R A N Y W O R K O R E X P E N S E I N C U R R E D B Y H I M F O R W O R K R E Q U I R E D T O B E R E - C O N S T R U C T E D B E C A U S E O F S A I D E R R O R , D I S C R E P A N C Y O R C O N F L I C T . o z O w B O S W E L L D E S I G N S E R V I C E S , I N C . C H E C K E D - - - D A T E : J u n e 5 , 2 0 1 3 J O B N O . S C A L E : o s s h o w n z m O I C a i z I W 0 B O S W E L L D E S I G N S E R V I C E S , I N C . C H E C K E D - - - D A T E : J u n e 5 , 2 0 1 3 J O B N O . S C A L E : o s s h o w n z m O I C a i z I W 0 u ) W 1 - " N D w 0 H < w w 0 ( 0 W 0 F . ( D 0 o D m - W w w Z t 7 w �� Z w J E X I S T I N G S I T E A N D D E M O L I T I O N P L A N C O N T A C T A M I N I M U M O F 7 2 H O U R S P R I O R T O D I G G I N G U T I L I T I E S P R D T E C T I O N C E N T E R 1 - 8 0 0 - 2 8 2 - 7 4 1 1 R N o . 2 8 3 7 2 T f R �� 1 d . . 9 - ' 1 . * P R A I S S I O N M . D R A W I N G N U M B E R c - 1 1 O F 6 S H E E I S RBF +b. co +b. FG 8.5 - - t2Ot TO-BUTLER /aRBS FG 6.6 1/2" RBF BENCHMARK NAIL IN P/P ELEV 9.88 NAVD 1988 :OOF OVERHANG GO LF SWALE AT 0.5% LOT 18 20' BSL 60 LOT 17 20' B5L G5 LF SWALE AT 0.3170 RETAINING WALL FG 8.6 LOT 15 ADJUST WALL AS NECESSARY FOR EXISTING GRADE RETAINING WALL 1 /2" 2" RBF SPECIAL BUILDING GUTTER NOTES : 1. A UIL INC CUTTER C1 YTEfv1 PC CI1 WN N TI IL PLAN Cl 1ALL CE UTILIZE T ENCURE THAT ALL R E RUN rr IC IRECTE T TI lE TY EE KLAN RIO IT '. BUIL INC DESIGNER. SHALL SIZE CUTTEP. SYSTEM T C NVEY A 26 YEAP, (MIN) CT RM EVENT (V' rCR H UR). 3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GU 1 I ERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. SPECIAL BUILDING SET BACK LINE NOTES : I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST OUTSIDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF ANY KIND OK TYPE Of COVERING OR AESTETIC PART OF THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUI-1 ER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. o. LOT 57 / ADJUST WALL AS NECESSARY FOR EXISTING GRADE PROPOSED SITE PLAN 1" = 10' SPECIAL AVERAGE GRADE NOTES : I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. T 57ADJUST WALL AS NECESSARY FOR EXISTING GRADE EXISTING - GRADE VARIES TW I .6+ VARIES a!� 1 \-e \a 1 Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. - ELEVATIONS SHOW! 014 PLANS SWALE DETAIL not to soots - RNISHED GRADE FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA 'AE -12" ACCORDING TO F I. R. M. COMMUNITY PANEL NUMBER 13051C 0213 F, MAP REVISED SEPTEMBER 26, 2008 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. LEGEND ITEM EXISTING /\ ROOF PLAN GENERAL DRAINAGE NOTES: I. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: I. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB FG 12.3 -12- TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. NOTES: I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR I5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Reynolds Surveying Date of Survey : May, 2012 Datum : NAVD 1955 SCALE: I " = 1 O' 20' 25' (: L 0• (7) > CC ....... , 1 1 1 O 0 SCALE: os shown z CO 3 o z I W i 0 BOSWELL DESIGN SERVICES, INC. 0 w LI �- z oXtoo In wth Z = N U) z0� m d al U 1 w 1 0 IOATE: June 5, 2013 1 1 1 O 0 SCALE: os shown z CO 3 o z I W i 0 Z 0, 1- 0 0 0 0 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING SEFURE UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 1 DRAWING NUMBER C-2 2 OF 6 SHEE. I S 1/2w RBF LIMITS OF- DISTURBANCE Du Ds 1 Ds2 LOT 18 - 1/2' RBF 1/2" RBF 12 R &a d 4 11 41 n u co +- OD gRAARAAMMINA +° LOT 17 co +/\ • +A . STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THiS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. co r e. Co +A 120' fi0- �ry •` LAW I*T4 f►wri2 7w i• / ►•t 0� • • 1 LOT 17 LOT 57 ,RD (S A) " DU Ds 1 Ds2 +A • +t- • O . Al ---LOD ti ON • 3 I_ AIL la ma, ler 1r 0 O OPT �\ \J� \`1' O 0 _ ,.\> Ob BENCHMARK NAIL IN P/P ELEV 9.88 NAVD 1988 P4 OP OP\; �v J< J� oP LOT J<c• co P4 0 . IR A. P4 co +0). +0)0 �� O `O LOT 57 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I I " = 10' BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. 5 /8w RBS n 1P n IP BENCHMARK NAIL IN P/P ELEV 9.88 NAVD 1988 -- LOT 15 DU IP at 4- 1 2w RBF - - DS 1 Ds2 LIMITS OF DISTURBANCE Erosion and Sediment Control Phasing initial Phase (Phase l) 1. This phase shall include Silt fencing and exits and sediment and detention ponds to land disturbing activities to prevent sediment from leaving construction be installed prior to any the site. Intermediate Phase (Phase 11) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ili) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATiON VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Del Del n 084 Du SPECIAL SOIL EROSION PREVENTION NOTES • 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. ,3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to eoch secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at (east the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stablliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. in the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRiOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HiM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-14 SCALE: 1" = 10' 10' 20' 25' z 0 UJ 0 w • m Q Q C0 W Q Z N Z � 1-- w 1- D 0 J J W 0 DRAWN CHECKED MAB — IDATE: June 5, 2013 1 1 1 o w0 SCALE: os shown of 0 i cn 1 U.1 0 w • m Q Q C0 W Q Z N Z � 1-- w 1- D 0 J J W 0 DRAWN CHECKED MAB — IDATE: June 5, 2013 1 1 1 o w0 SCALE: os shown of 0 i cn 1 U.1 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 CONTACT A MINIMUM OF 72 HOURS PRIOR Ti? DIGG'NG UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -3 3 OF 6 SHEE.I S S 70'28'27"E 60.14' i1/-- -21; RBF LIMITS OF DISTURBANCE --- - IMP - ( SD1-A)- •_.� LOT 18 (D52 1/2" RBF +cb• co +b 7. — 1201 TO '9$59.98° 411. 410 0 IIIIRLoD•- --- --100 --- 4b — A BENCHMARK NAIL IN P/P ELEV 9.88 NAVD 1988 --- - --{SD 1 A; LOT 17 -- MIMMNIMMI 4MD 4Mb 4MMI■-- • RETAINING WALL LOT 15 -- _--01011111=1110---- -10s21 / OP 0' RETAINING WALL 1 2" RBF 70•3 00"W LOT 57 6#.' (SDA; 1DS21 LOT 57 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II 1" = 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. __ LIMITS OF DISTURBANCE BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATlON ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Del DeZ Ds3 Ds4 Du Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase U) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 1111 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be token to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAiLS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2109 ISSUED 11-5-05 EXPIRES 11-5-14 SCALE: I " = 10' 10' 20' 25' z z 0 V) w BOSWELL DESIGN SERVICES, INC. 912 -897 -6932 1-- w Z I- D CO 0 J J w m _Q CZ 0 S 0 SCALE: as shown 3 CO Q o 2 BOSWELL DESIGN SERVICES, INC. 912 -897 -6932 1-- w Z I- D CO 0 J J w m _Q CZ 0 S 0 SCALE: as shown 3 CO Q o 2 e 5, CZ Z I W 0 w D Q J (o rt w z �~0� o IA w CI) X LIJ a'Z �m W 0 4- SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 11 CONTACT A MiNIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 Q-C o. Q No_ 1. *' PROFESSIONAL t'o -S -13 '11/01 0, DRAWING NUMBER C-4 4 OF 6 SHEETS 1172; RBF [EMITSOF DISTURBANCE (SD 1 — LOT 18 DS4 +b +Co •_ +'`' J +/\! - -120° TO T-117-1417 ENCHMARK NAIL IN P/P ELEV 9.88 NAVD 1988 LOT 17 _- .i__--(SD1 -A) WO alb 11111MININIIM MID a* ;\'` RETAINING WALL 111111111 1 /2 "LOB RBF -- Doti LOT 57 N (SDA; DS4 LOT 57 SOIL EROSION AND SEDIMENT CONTROL PLAN M PHASE III 1 "= 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. ---- D54 RETAINING WALL LOT 15 LIMITS OF -� DISTURBANCE BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WiTH PERMANENT SEEDING DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RP-RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL 033 Du Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an} land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 10 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfoll protection, any revised inlet protection and ony other permanent devices. SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible of all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfali is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: iF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRiOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5--05 EXPIRES 11-5-14 SCALE: I " = 10' 10' 20' 25' BOSWELL DESIGN SERVICES, INC. w Z O 0 0, O D� CO U) 'Q W 1'. • J (1) U' co m co 03 Q Z (I) O Z (D m d U) NEW RESIDENTIAL STRUCTURES LOT NUMBERS 1 6 AND 1 7 NINTH TERRACE FOR GREG STOEFFLER TYBEE ISLAND, GEORGIA SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 111 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 -282 -7411 DRAWING NUMBER C -5 5 of 6 SHEB IS tO 3 0 F, N I o 2 n c c I o, - o o' Q o 0 NEW RESIDENTIAL STRUCTURES LOT NUMBERS 1 6 AND 1 7 NINTH TERRACE FOR GREG STOEFFLER TYBEE ISLAND, GEORGIA SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 111 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 -282 -7411 DRAWING NUMBER C -5 5 of 6 SHEB IS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 4 PERCENT WITH TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF TWO NEW RESIDENTIAL STRUCTURES. THE TOTAL SITE IS APPROXIMATELY 0.20 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.13 ACRES. 2. DEVELOPER / CONTRACTOR : GREG STOEFFLER 212 BUTLER AVE. TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT : GREG STOEFFLER 912- 786 -4542 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABUSHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTUNE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cuc (Chipley -Urban Complex). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACIUTIES AT ALL TIMES. 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT TYBEE ISLAND R.O.W., SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABAUZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAUUC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFUCTS WITH SAME. ANY DAMAGE TO EXISTING UTIUTIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBUC HIGHWAY. 6.. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "UMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE "AE -12" TOTAL ACREAGE. 020 ACRES ESTIMATED DISTURBED ACREAGE.... 0.13 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS TYBEE ISLAND Vicinity Map /,69 S' /4y COASTAL PLAIN VEGETATIVE COVERS MONTH OF 2013 JUN JULY AUG SEPT OCT NOV INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD SITE GRADING SEPTEMBER- FEBRUARY RYEGRASS "....' SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) ' OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac (5 , a 0 UTILITY INSTALLATION NO.^' APPLICABLE BUILDING CONSTRUCTION PERMANENT GRASSING PAVING NOT APPLICABLE MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE "AE -12" TOTAL ACREAGE. 020 ACRES ESTIMATED DISTURBED ACREAGE.... 0.13 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS TYBEE ISLAND Vicinity Map /,69 S' /4y COASTAL PLAIN VEGETATIVE COVERS MONTH OF TEMPORARY GRASS RATE PLANNTIING OF PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA 10 lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER- FEBRUARY RYEGRASS 40 lbs. /Ac SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) ' OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac 6" MINIMUM GEOTEXILE UNDERUNER N.SAR -2 (1.5 " -3.5' COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-14 SIDE VIEW NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL FENCE TYPE A MINIMUM LENGTH 4' -0" POST SIZE TYPE OF POST Soft wood Oak Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. A (MIN) B (MIN) . .Q E(MAX) 30" 18" 28" FASTENERS FOR WOOD POSTS GAUGE Wire Staples 17 min. Nails GAUGE 14 min. CROWN LEGS STAPLES /POST 3/4" Wide 1/2" Long LENGTH 1" 5 min. BUTTON NAIL /POST HEADS 3/4" 4 min. 6" 6' -0" USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. .V) z i Y 0 V DRAWN MAB ;' 0. as showl O W .0 01 (5 , a 0 97-6932 w H D 0 w a G i Y V DRAWN MAB June 5, 201 0. as showl O W 01 (5 , 0 U) W N D O LU zW �0 ffr J CQc H (I) I- Z w III O mzU.w(i) _ FA [� �Z 0 w � Z CO w 0 F- z NOTES AND DETAILS CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -6 6 OF 6 SHEETS Eveay ecg ®t g ®6' ` X91 1x21 vevio j -I' sha ti &l anv rAp llg z i0 rcul'2"1 i1 n0 perm' . ✓'r:, OMPT ado to ?li enti y Eltii2 by the -0'71,710 authority 1 i"s 3$ cog o ;n ftti , 43 t•nimum oft o (2) means of gross sl tf �a� s ided and shall be arranged ac the possibility that both a to i�linii ® passible by to ` \,, tlg tt b rendered 1rn, t emef gi nay conditiold, ►111 (AN®1101; ;. rraF aiii Ih i f lfl��i �n S. Ucint fOiliiliVi 'sO BQtt it 'i c I0Vnli3e Ul v.t:1n 5 :; iuld i O t iiovi, Special Flo d Hazard on Finished floor olov @tiorl I ?ootl iviinlyaum Cf Kmr0 METE. N intor kv ?IflCi1oop d ;oIr,1n c to Fallow anivy LIFO ONN PI water, met apical ul iiiN 1 %iv p ` M1+.rnnn .)iillr141-R f .ra } 5 0-1-741 El AS NEW BEACH COTTAGE 1 OR CO i Y5 J 1 is NIN 1=4 I of l& AND, e oRe 'or: AG 4 LO 16, E IS 1Y5 S Luc IN N ion � -»- 0 0 13 A 31320 �AC CIA 31320 & ASSOCIATES AR Altgiv SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912- 323 -1220 Scott: 912 -441 -3323 PROJECT CONTACTS ARCHITECTURE: SANDERS, TROt€ELL AND ASSOCIATES ARCHITECTURE 22 MST BRYAN STREET, 4158 SAVANNAH, GEORGIA 31401 CONTACT: GARY SANDERS, ARCHIIECt 912- 323 -1220 80011' TILL 912 -441 -3323 PLAN REVIEW DATA 1. GENERAL DATA A. PROPERTY ADDRESS: NEW BEACH COTTAGE JIM 4 GREG STOEFFLER LOT 16, NINTH TERRACE TYBEE ISLAND, GEORGIA B_ MUNICIPAL AUTHORITY: TYBEE ISLAND BUILDING DEPARTMENT 401 BUTLER AVE. TYBEE ISLAND, GEORGIA 31328 (912) 186 -4513 (912) 186 -5131 FAX 2. CODE REQUIREMENTS INTERNATIONAL RESIDENTIAL CODE (IRC) 2006 EDITION LIFE SAFETY CODE (LSC) 2000 EDITION CABO ONE AND TWO FAMILY DWELLING CODE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION a!1 ll cAlizF#1 comply vJI I� StCtC Eracr v 0000 osi@1 Stf t° oQ Coo k212 Amondine 141 >ris c o f 3`1- — NNE it �l5Cr� Moans sto II pr©vidod to disconnect all c©n€Juct rc In a inilldlriq it Other ntru Lure from ino c nftco -ontr ,rlcf) Ronci6icuf; Ail ia1ur<<Irt corpe aiV with he in'terna ALL SERVICE iUS T NO ..)action 9, D-se ALL on i bey' Land Det'e }optim DizAUJINL INDEX 6 } to X Q X SHEET NO. DESCRIPTION ARCHITECTURAL COVER AND CODE REVIEW SHEET 5 SURVEY 5 -1 SURVEY 5 -2 SETBACK CALCULATIONS A1.0 ARCHITECTURAL 511E PLAN A20 FOUNDATION PLAN A2.1 GROUND FLOOR PLAN A22 FIRST FLOOR PLAN A23 LOFT PLAN A2.4 ROOF PLAN A25 FIRST FLOOR 4 LOFT FRAMING PLAN A3.0 FRONT 4 RIGHT SIDE ELEVATION 431 REAR 4 LEFT SIDE ELEVATION A4.0 BUILDING SECTION A4.1 IBUIL.DINS SECTION 442 IBUILDINr SECTION A5.0 DOOR 4 WINDOW SCI-EDULE 41.0 TYPICAL WALL SECTIONS 411 TYPICAL WALL SECTIONS A8.0 DETAILS 481 STRUCTURAL DETAILS A82 STRUCTURAL DETAILS ELECTRICAL E1.0 GROUND FLOOR ELECTRICAL PLAN Eli FIRST FLOOR ELECTRICAL PLAN E12 LOFT ELECTRICAL PLAN SANDERS, TROUJELL 4 ASSOCIATES ARCHITECTURE 22 WEST BRYAN STREET SAVANNA14, GEORGIA 31401 GARY SANDERS, ARCI- 4ITECT SCOTT TROH I=I I DRAWING REVISIONS NO. DATE DESCRIPTION NEW BEACH COTTAGE for= JIM 4 GREG STOEPPLER LOT 16, NINTI -i TERRACE TYBEE ISLAND, GEORGIA JOB NO.: 1310 ISSUE DATE: 6/19/2013 RELEASED FOR CONSTRUCTION: 6/19/2013 This drawing & all written material herein, as an instrument of service is and shall remain the property of Sanders, Trowel, & Associates Architecture. Reproduction prohibited without prior written consent. 0 Copyright 2013 S +T ARCH. 1 1 2 3 1 4 5 6 1 7 1 8 9 10 A JOB: 1310 CAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS m 6, 0 u o O U O U- n >ii 0 U., This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. CQ Copyright 2013 S +T. SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912 - 323 -1220 Scot 912 -441 -3323 B 120' TO BUTLER AVENUE S 70 °30'00 "E 59.96' +1-` 'l t` NINTH TERRACE 20' R/W +(b. ? +10 +1. S 70 °30'00 'E 60.00' - + %• 5/8" RBS p - 0` B C C = P P P P p P P p 01/2" RBF 1/2" RBF �V° e4.- ere- �`e ��O J ° � . �l�i p P .k 0 6F, °1 0�� r�4� ..,,, '`�t' �.o- o o ' ' ° 0 o + a BENCHMARK NAIL IN P/P ELEV 9.88 °P,E ° ,' I 0 o Q; ' o`°� 0 a a a NAVD 1988 No in M 'b O - + X04 ; \> A�,(ON"- O4 P$ 4.J, /°� `O r J��C' �� O X Off' ` }t o\% 04- 4.° d \t X 1\ 4 ��'� PJ �ti °� ov 4 LOT 16 X 9Co +g• +,�0' I O .s D o LOT 17 0 to CO Z +1- �� �,' Of °' oo CO to LOT 15 DRAWING REVISIONS DESCRIPTION a �O a 1/2" RBF DATE E >lavw E SEAL NOT VALID UNLESS SIGNED O +. O P o +\ \• ;a ° , °°� \ O X ` 4� � O' ' ���, +g, b J44 P� - O O or- to 4 >' JQ�� �, 1L2" RB F 0\ F _ + (0 +\\ N 70 °30'00"W 60.00' u LOT 57 REFERENCE: PRB C 61 PLAT OF LOT 16 OF A ACCORDING TO THE F.I.R.M. DATED R 1111 - SUBDIVISION OF FRONT LOT 9/26/08 THIS LOT WITHIN FLOOD ZONE AE, BFE 12. 56, WARD 3, TYBEE ISLAND, EQUIPMENT: CHATHAM COUNTY, GEORGIA TOPCON AP —L1A ERROR OF CLOSURE: 63ORG4 LINEAR: 1/— L G G J. WHITLEY REYNOLDS LAND SURVEYOR Cs1$TE1 ' ��' `��' e., NO. 2249 * t n N ANG: —" /ANGLE BALANCED BY: — PLAT: 1 /INFINITY 0 I r 636 STEPHENSON AVENUE T. o� o I I 10 0 10 I 30 � SUITE C SUTR SCALE: 1" = 10' I I I l I I SAVANNAH GEORGIA 31405 g�' DATE: FEBRUARY 4, 2013 SURVEY TELEPHONE: 912- 352 -0464 PPLEY DATE: FEBRUARY 5, 2013 PLAT GRAPHIC SCALE - FEET FAX: 912- 352 -7787 FILE NO. 13 -10A SURVEY - 5 1 2 3 4 5 I 6 7 8 9 10 I 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 J0IS: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS c1 z 0 I- Z 0 v iy 0 U- This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. NINTH TERRACE 20' R/W S 70•28'27'$ 60.14' S 70 '00wE 9.98' S 70'30'00"E 80.00' SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912- 323 -1220 Scot 912 - 441 -3323 lih_. . _ Ar ��� - . , P 6 8' RBS S 70'24'34"E 289.94' ro tz ad 1/2" REF 1/2" RBF ` w �, a c, ~ LOT 14 LOT 13 c1Lp co 0 W 1' rin 416 -44 II m Oft m HOUSE R. I HOUSE I I LOT 12 � • PORCH LOT 18 g z LOT 17 z 1/2" RBF LOT 16 HOUSE LOT 15 I DRAWING REVISIONS DESCRIPTION N 70•30'00"16 80.00' N 70•30'00"16 60.00' LOT 57 REPXRENCE: PRB C 81 EQUIPMENT: ' _ _ TOPCON AP —L1A • r ERROR OF CLOSURE: ���� �{� �Q �gT,gkt LINEAR: 1/- J. ���a ITLI i OLDS 1 • `�O • ANG: — "/ANGLE iii BALANCED BY: — LAND SURVEYOR ; NO. 2249 PLAT: 1/INFINITY 638 STEPHENSON AVENUE �� o j o 20 0 20 40 80 MAP SHOWING FRONT YARD SET -BACK DISTANCES ALONG NINTH TERRACE IN THE VICINITY OF LOTS 16 & 17 OF A SUBDIVISION OF FRONT LOT 56, WARD 6, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: DESOTO BEACH PROPERTIES, LLC DATE SEAL NOT VALID UNLESS SIGNED t % j I t∎ 11' 1 SAVANNAH GEORGIA 31405 \ *47 4� /, SCALE: 1" L=e 20' ■■■ ■■■■u■ �� TELEPHONE: 912-352-0464 . / DATE: MARCH 19, 2013 SURVEY GRAPHIC SCALE — FEET FAX: 912- 352 -7787 DATE: ¥ARCH 20, 2013 PLAT FILE N0.13 -10AX SURVEY -1 0 in Q GI 11.1 IY 5.1 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 200' S 70'28'27"E 60.14' NINTH TERRACE RACE 20' :/W P S 70`10'00”E §9.96' S 70 °30'00"E 60.00' _5/8" RBS S 70 °24'34"E 269.94' m 3 co 1/2" RBF 1/2" RBF 10 c 00 CO LOT 11 O 5) °D cf) tm z 1/2" RBF LOT 14 LO 13 a ;n �r 0 O ti ""7 O H ►-► CO O U) tAl DATE Navw PORCH LOT 16 HOUSE LOT15 I rn 5/8" RBS N 70 °30'00"W 60.00' N 70 °30'00"W 60.00' LOT 57 LOT 1& FRONT SE T5ACK CALCULATION LOT # EXISTING FRONT SETE3ACCS LOT 18 = LOT = LOT 1 = LOT 14 = 12.1' 10.4' 20' TOTAL = 48.4/4 =12.1' 12.1' AVE ACE SETSACK 12.1' SEC SACK FROVIEDE1) RELEASED FOR CONSTRUCTION ( - 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS This drawing Be all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S -FT. r Igillelv't N __4 m 3 T DRAWING REVISIONS DESCRIPTION DATE Navw SEAL NOT VALID UNLESS SIGNED NEW sE4cN COTTAGE for: JIM 4 C-�EC STOEFFLER SSETEIACK CALCULATIONS S -2 10 A B C E F G 1 2 3 4 5 6 7 8 9 10 NOTE: ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY PLEASE REFER TO APPROVED CIVIL DRAWINGS FOR ACTUAL CONFIGURATION AND DRAINAGE CONDITIONS. LOT 15 U z ;1I 1" FENCE N 10° 30'00"E 60.00' ,4 FENCE 1 Ici U 7 U- 51- 10' -1 3/4" 391-6 CONC.. PATIO tel POOL FENCE FOOTPRINT 10' -2 1/S" 13' -10 3/16" 36' -011 01 1 4 LOT 16 S 10° 30'00"E 60.00' NINTH TERRACE 20' R/UJ plan 1/4" = 1' -0" io m LOT 11 ARCHITECTURAL SITE FLAN 0' 4' S' RELEASED FOR CONSTRUCTION (6- 19 -13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. REVISIONS z 0 a EE 0 U) W 0 DATE )IVw SEAL NO • : + LESS SIGNED NEW 5E,4CI -1 COTTAGE for: JIM 4 C IRE C STOEFFLEIR III U6 CY O 0C UI iti IQ I- 7 Z -2 A cn in f- 111 O cQ I- ARC+- EITECTUR.. SITE PLAN 1 2 3 4 5 6 7 8 9 10 A B C D F G I- 6 7 8 9 10 1' 2 4" CONC. d 4. 4 4' 4. (3) *56 1' -e" DETAIL (NON LOAD E3EARINC ) detail (3�, TURN DOWN SL_AE3 DETAIL (LOA 5EAIRING) A2.O� - 3/4" = 1' -0" 0' 1' 2' detail iz \ THICKENED SLAB DETAIL 3/4" = i' -0" azrd� s•�- 0' 1' 2' G o NIE1. MINIMUM IF WIDE DV ail @,9( 'BOTTOM O MINIMUM � J LEGEND: = LOAD BEARING WALL TAG COLUMN SIZE FOOTING SIZE Ct 16" x 16" CMU 36" x 36" x 20" C§ 16" x 2' -6" CONCRETE 36" x 48" x 20" ® 12" DIA. CONCRETE 36" x 36" x 20" 44' -1" 22' -9 1/2" 21' -9 1/2" 18' -3 /2" 3' -6" CV N 4" TURNDOWN SLAB POOL iA 4" SLAB ON 6/6 10X10 UIILM OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, rm. r 5'— II •1- 11' -4" 18' -8" T SLOPE 1/4" PER FOOT 11' -4" 1' —l0" 36' -0" 1/2 DEPRESS 10' -10" r 3' -6" 15' -3 1/2" 5' -11 /2"" 4" SLAB ON 6/6 10X10 UALN OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP. 14' -9" 14' -1 1/2" T1- 11CKENED SLA8 6' -1 /2" 15' -3" N 3' -11 1/2" 13' —lI 1/2" 36' -0" plan 1 FOUNDATION FLAN 1/4" = 1' -0" A20 0' 4' 8' RELEASED FOR CONSTRUCTION (6-1S-13) JOB: 1310 CAD FILE: MS —PLAN PRAWN BY: SLT CHECK-EP BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 S +T. DRAWING REVISIONS DESCRIPTION DATE NNVIN SEAL NO . : +1LESS SIGNED for: JIM 4 C f'EC 5TOEFFLE III 4 V V 0 U ac 1- 7 r�n III 1— In 0fa 1— FOUNDATION PLAN A2.0 1 2 3 4 5 9 10 A B C D 4101011111111■1111■111 F 1 2 3 4 5 6 7 8 9 10 ZPAC,E 9ELOW FLOOD ELEVATION thE.Refic, liOnsiollg unto roquIreti follove viala prosTire, Dutomi elevatloti. i oquaio Ii gl voM wo-;-pio,t1 '1o? intt quo,E, Ion?. DMicm othlt 6)10E41-al Van 11"1 El.n1 N flow.. SpciI F10 od HoRard lones Flrilohod or elevation foot rainim iTi 012011°0 BFL-1. NO IMMO? finishes, WONG dosigne,d to ollovl angry and °Hit E4 WOiefg modanleo.1 oquiprilent, anly parking, Gtor@go &Ind building accosa beim AREA INFORIATION: GROUND FLOOR HEATED/COOLED (VESTIBULE) FIRST FLOOR HEATED/COOLED Lon I4EATED/COOLED TOTAL 14EATED/COOLED AREA 22s SF. 1,303 SF. 315 SF. I 1,553 S.F.I GROUND LEVEL STORAGE GROUND LEVEL. GARAGE GROUND LEVEL SCREEN PORCH GROUND LEVEL PATIO FIRST FLOOR FRONT 13ALCONYS FIRST FLOOR REAR SCREENED PORCH TOTAL UNCONDITIONED SPACE 111 SF. 151 S.F. 290 S.F. 150 SF. 112 SF 200 SF I 1,626 SF TOTAL. UNDER ROOF 3,419 SF. GROUND LEVEL POOL PATIO TOTAL. 342 SF 3,E321 1- 361-0" 31-60 111-8 1/2" POOL FILL FOUNTAIN/ SPOUT II FENCE POOL. POOL FILL. VALVE PATIO 7113EE LATTICE 1W-0" 151-3 1/2" GATE 36" 44T WALL au SCREEN r- UP 16 R 1012.? 'e-G'ntinuous, t QfliPis,4dgcAs, ramps, etc. f:1:66rbiliTa.., etc --7-Ta ).:-A-Fillit:11.01tzli2y 6 I rr,9 • pe--frYierig14tVight 42' g perm' ted is 4". 4x4 SCREENED PORCH 11-2" 10,-10" POOL EQUIP. r GATE Ic 15I-5 1/2" 2ag. iratQ.2 22P1207-3MI11 I„ calnzoo (p21-N-ag Drito) M.-aan Ma051 erA roa tT2t4-1;P.47) EA1 QPN-qn 77-po N "jvraSi? PI? CiV-71-,,71. ilt 4'- /2" ,41.1RAE 10,-10" GATE rri3EE LATTICE STORAGE TYI3EE LATT ICE BALCONY ABOVE 3'-11 1/2" TG 4'-� 1/2" 41-0 1/2" 6L2 1/2" 11-3" 611 —1- I-15. 51-1" 131-11 1/2" VIM 36'-0" Ian 1/4" = A2J GROUND FLOOR FLAN 0' 4' RELEASED FOR CONSTRUCTION (6- 19 -13) J05: 1310 CAP FILE: MS-PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. Copyright 2013 S+T. DRAWING REVISIONS z 0 i= LI- E o co ia o DATE NeiVV1 a SEAL NO LESS SIGNED itt ry. (V0 UI fY a z z ki) tu 1— in 0 Ca >,- F- GROUND FLOOR PLAN A2.1 1 2 3 4 5 6 7 8 9 10 A B C D E F A B C D E F G 1 2 3 4 5 6 7 8 9 10 36' -0" IT -8 1/2" / / 18' -3 1/2" 61 -1 1/2" 61 -0 1/2" 41-5 1/2" 11 -811 GG�� / / / 3' -6" N . . 1 � � 1 L L L I- S - / 2' -6" / L 5' -2" / 2 / 5 = �! L L/ ® T SEAL-0-FLEX T _ = DN 16 R _ 3 11 ( (► - -_� S ' = / T � 1-1.13. P PER FOOT N O I TG PAN _ t t P = 1 r 2 / 3' -0" 8 8' -4 1/2" I I � 1 �f1/NNG - & e -\ I / 3 KITCHEN 0 0 e �' I Dui K ROOM & e a R I • 8 00 8' -1 1/2" I I I R B1.1ILT -IN > REF.m 0 I I ( I REF. I ; — \ 13' -11 /2" 41 -0 1/2" 41 -0 1/2" 8' -1" 13' -1l 1/2" plan 1 ' FERST FLOOR FLAN 1/4" = 1' -0" A2 0' 4' Si RELEASED FOR CONSTRUCTION le- 19 -13) JOB: 1310 CAD FILE: MG -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. © Copyright 2013 S +T. DRAWING REVISIONS I DATE LESS SIGNED NEW 15E ACS COTTAGE for: JIM 4 GIREC 5TCEFFL R FIRST FLOOR PLAN 42.2 1 2 3 4 5 6 7 8 9 10 A B C D F G 6 7 8 9 10 et 2' -5" 3' -6 11 cal N ( — VAULT \ STORAGE *17XJ02., 0 0 ti T VAULT COLUMN FROM BEAT' TO 141P RAFTER OPEN TO BELOW 0 PLANT SH3 =L1= VAULT —4 / I-1VAC / / 0 i -0 "CH (10) 8' -0" CM VAULT DATE / 4'_311 1_ u 1_611 3' -6" C6) CLO. 4' -3" 0 0 N N 1' -10" 12'- 11 11' -10" 12' -1" MEM Milan plan 1/4" = 1' -0" 1 LOFT FLAN 42.3 V 41 S' RELEASED FOR CONSTRUCTION (6-1e-13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. 0 1°- co lail 01. m ir o a) 3 g REVISIONS z 0 P a R U) w 0 L L / 12' u 11' -10" -1" y DATE f L J 3' -6" 2' -5" / r cal N ( — VAULT \ STORAGE *17XJ02., 0 0 ti T VAULT COLUMN FROM BEAT' TO 141P RAFTER OPEN TO BELOW 0 PLANT SH3 =L1= VAULT —4 / I-1VAC / / 0 i -0 "CH (10) 8' -0" CM VAULT DATE / 4'_311 1_ u 1_611 3' -6" C6) CLO. 4' -3" 0 0 N N 1' -10" 12'- 11 11' -10" 12' -1" MEM Milan plan 1/4" = 1' -0" 1 LOFT FLAN 42.3 V 41 S' RELEASED FOR CONSTRUCTION (6-1e-13) JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT CHECKED BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. 0 1°- co lail 01. m ir o a) 3 g REVISIONS z 0 P a R U) w 0 DATE >tavw SEAL NO ' s +`LESS SIGNED for: JIM 4 C- fREC- 5TOEFFLE11 LOFT PLAN ,42.3 1 2 3 8 9 10 A B C D E F G 1 2 3 4 5 6 7 8 9 10 GUTTER 6 eo ao Fly 1'- l a n 1 ROOF FLAN 1/4" = 1' -0° 0' 4' a' RELEASED FOR CONSTRUCTION (6- 19 -13) JOB: 1310 CAP FILE: MG -PLAN DRAWN BY: SLT C1- IECKE1D BY: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. 0 Copyright 2013 S +T. DRAWING REVISIONS DESCRIPTION DATE Hadw a SEAL NO +'LESS SIGNED ili ILI _I O U 1— , ad E -w LU 1— I 0i 9f- FL4 ,42.4 1 2 3 4 5 6 7 8 9 10 A B C D F G H 8 9 10 detail 3/4" = 11-0" BLOCKING 2x12 DUCT (2) 12" M.L. 1/2" GYF WRAPPED A2.5 4 BEAM DETAIL 1' 2' 12" JOIST. (2) FLUSH 12" M.L. COLUMN BELOW INVERTED HANGER (2) FLUSH 12" ML. detail 3/4" = 1' -0" !V\ITERIOR LOAD -04aNINO Vt?ALL8 INTE'illA LOAD NEARING WALLS SHALL or.. CONISTVWCIED, FRAMED MD FliALMLOGND OFTIFiaD ;' .11 EXTERIOR WALLS. ALt„ t)ONCII:INJOIN hle AND TWO AND SLV,1 IIIMRIENT3 COLUMN UNDER 1-1113 RAFTER DEL JOIST t • I- JOIS DEL JOIST • DEL JOIST 12" FLUSH 3EAM E TA I L 0' 2' plan 1/4" = -0" A2.5 LOFT FRAMING FLAN 0' 4' a'HIENOR OMAR VIALL-.: GOID 10-90 OLIN. 206.4.0, hiH r© wh Whigiva .and ih> iRa;:allod nonv cgmnovo Eg 6ohoo .'Thr 8 foot wnil hoigh2 oi 4 iumThoo Tor 10 feVi: N01,01i1c acluLAD N',u.62 t ah era. E.:RIMER ALL FE1-.UMM NGOR 0071-3, 1@.9@ 2ECT, _,W,10iti OHUAP. WALL N'AEDED CagY BEVAtIgilED MY THE fiOM TtACKNr-40,9 MT-MC-.4) (2) PROPPED 16" M4... (2) 2x10s (2) FLUSH 12" ML. 16" DROPPED !BEAM TO !BE SIZED EY OTI-ERS 16" DROPPED !BEAM TO BE SIZED BY 0114E56 It' La 0 f- r 4 0 ft DEL JOIST 2 ft DEL JOIST (2) DROPPED 16" M.L. (2) DROPPED 16" M.L. (2) FLUSH 12" M.L. • 160 (2) 2x100 1—EGENE) MA-. • MICROLAM • LOAD BEARING LUAU- OPEN (2) FLUSH 12" 111. « 16" O.C. plan 1/4" (2) 2x106 1 A2.6 FIRST FLOOR FRAMING PLAN 0' 4' s' RELEASED FOR CONSTRUCTION (6-1,3-13) JO: 1.310 CA' F LE: t-15-FLAN DRAWN 15Y: 61...T CHECKEID 15Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel' & Associates Architecture. Reproduction prohibited without prior written consent. (9) Copyright 2013 S+T. DRAWING REVISIONS DESCRIPTION DATE >itIVII _... SEAL NO LESS SIGNED LU ILI ttLL 1— 1— U U ai(i) M fa 0 E „ FIRST FLOOR 4 LOFT FRAMING PLAN A2.5 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 G LOFT C.H. p ER PLATE T.O.P. IJ FP. G.H. PORCH TAP IWINHt TAP. HARDI PANEL_ P.T. 6"x6" WD POSTS 4" NARD I TRIM HARDI SIDING HARDI TRIM HARDI PANELS ASPHALT ARCHITECTURAL SHINGLES METAL RIDGE CAPS 12 4� 12 2 12 9 12 ij2 12 /`■ 6" HARDI TRIM 4" HARDI TRIM HARDI PANELS 2" 15ATTENS 10" HARDI TRIM SLAP 8'-0" MSL GRADE DORMER P_LATE EMERGENCY E Cf, ?E AN RESCUE O EN I S IRC SECT. 310 ALL EmERGEN'CY cion A RESCUE OPENINGS SMALL NAVE A Ioi401 SET CLEAR OPENING OF 8.7 SO, ET. ExCEPT GRADE ELO3R OPENINGS SHALL. NAVE A MINIMUM NAY CLEAR OPENING OF E a FT® P.T. 6"x6" WD POSTS SCREEN SCREEN i3EHIND TYi3EE LATICE IN STAIRWELL elev. 2 RIG -4T 5IIDE ELEVATION 1 /4" = 1' -0" A3P� 4' Fl r MC SECT 002 AND SST 1 1 A ALLOWED RCCF sLoPEo ARE 2/12 , 7112 FOR WOOD WALL CONSTRUCTION, ALL HOLES IN HOLD DOWNS TO RE FILLED USING MANUFACTURER'S NAILS. HARDI TRIM HARDI PANELS ASPHALT ARCHITECTURAL_ SHINGLES METAL RIDGE CAPS 12 fi DR4 WIN HT. P.T. 6"x6" WD POSTS HARDI SIDING Milk AM FP. PR4 WIN HT. NI IMWM�TI TYIBEE LATTICE �I GRADE SLA5 8' -0" MSL 6" HARD I TRIM 4" HARDI TRIM I -IARDI PANELS 2" ISATTENS 10" HARDI TRIM STAIRWELL WIN. HT LAND. _ARA4C. E SLA1=3 0' 4' S' JOB: 1310 CAD FILE: MS -PLAN PRAWN 5Y: SLT CI- 1ECKED 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. V Copyright 2013 S +T. f DRAWING REVISIONS DESCRIPTION DATE NINA R SEAL NO • ¢ +' LESS SIGNED RELEASED FOR CONSTRUCTION (6-19-13) FRONT 4 RIGHT SIDE ELEVATIONS A3.0 8 9 10 A B c E F G H 1 2 4 5 6 7 8 9 0 4 12 HARD I TRIM 1-1ARDI PANELS 12 2 {— 12 12 —1 2 ASPHALT ARCHITECTURAL SHINGLES METAL RIDGE CAPS 12 12 _RIDGE DORMER PLATE P.T. (2"x.6" UX) POSTS 4" WARD( TRIM 14ARID I SIDING P.T. IBIRACKET PORC4 FF. TL2E._ elev. ( 2 LEFT SIDE ELEVATION 1/4" = 11-0" 9 4' DORMER P1-ATE 8*-0" MSL CIAIRAGE_SL, GRADE EMENCI2NCV ESCAPE AND RESCUE OPENINeg I-R© SECT. MO ALL EMERQENOY ESCAPE AND RESCUE OPENINOS NILL NAVE A i:IINIMUM NET CLE-iAn OPENING OF 5,7 On. FL EXCEPT a MADil FLOOR OPENINGS ONALL NOM A mimmom Nai tuAR opciova 9 fZ © PEI M N61 I 13['4C'f. C'02 AND CT O 10.09 8ECT. 102 A-N,D ]O7 ALLOWED ROOF 8I,O.P'EO ARE' 7112 FOR WOOD '/.11LL CONSTRUCTION. ALL NOLE8 IN HOLD DOWN 79 DE FILLED BIN EANUFAGILIFIEITS 12 ip GRADE SLA15 8'-0" tISL 0' 4' RELEASED FOR CONSTRUCTION (6- 19 -13) J015: 1310 CAD FILE: MS -FLAN DRAWN SL T CHECKED f3Y: GCS This drawing & alt written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Copyright 2013 S+T. 0/ >18Vil \ < 0 / \ / ' \ / ip GRADE SLA15 8'-0" tISL 0' 4' RELEASED FOR CONSTRUCTION (6- 19 -13) J015: 1310 CAD FILE: MS -FLAN DRAWN SL T CHECKED f3Y: GCS This drawing & alt written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell & Associates Architecture. Reproduction prohibited without prior written consent. Copyright 2013 S+T. SEAL NOT-VAL49-tifILESS SIGNED w ILI _1 Lw 1- L-) 1(1) 2 ili 0u iu CO > "-) 0 tu 0 -6 (y. 0/ 0 01 in 1 1 1 1- i d f- 7 Z cr) i- 0 Ca 1— REAR 4 LEFT SIDE ELEVATIONS A3.1 1 2 3 4 5 1 6 7 8 9 10 A B c D E F >18Vil SEAL NOT-VAL49-tifILESS SIGNED w ILI _1 Lw 1- L-) 1(1) 2 ili 0u iu CO > "-) 0 tu 0 -6 (y. 0/ 0 01 in 1 1 1 1- i d f- 7 Z cr) i- 0 Ca 1— REAR 4 LEFT SIDE ELEVATIONS A3.1 1 2 3 4 5 1 6 7 8 9 10 A B c D E F 8 9 10 RIDGE INTERIOR C.H. INT. F.F. top- PORCH PLATE PORCH 1:31=E 2'-0" GARAGE SLAB GRADE 2x10a • 16" 0 2x8 o • 16" O.C. 2)(.08 * 16" O.C. FT. ex6 P.T. 2x10s * 16" O.C. 2x46 • 16" O.C. I : ..... W.. O.74 11:---fu,------thre 4P li 11 14 4, iP *AP Irtil■ l■ 1! 1P 41 li II 11 4! 1P 4P li 11 % 4, ir lif ;:;.,-;.........:-.4,......4.--;,,........w-....:-.T.TV' ■9109M.''.1/111,--PIPV "P*16901,' 0•111111,,T111Tc'VNIPTV'-:"ViTtl"P"V"' rIPIIT'' :01PVT: '''.4"Vc '',T"Wc 'W'RPT4' 'PVT"' ?°1109/1111Et: Mrillrill: 2011.911.44 Wien ' 1 : 1 "41.1.6-.&..*.. .■ - ■ - J. i ; ! lor. Nabob& sibilishe.•.irdigit. Ara& iirarr'srlaik.sriare.4".....6rialald.Arlait tolailtittirholr !! 1drir..e...***d..i.iiihdr..!%e.hdadidie.l0.4111110.411110..iiiihit.'haill 1 i .....: ..,::, •-• o. „. DEL. JOIST UNDER UJALLS 12” TJIs 16" O.C. SCREENED \\\ ' \,‹ &//:\\<&<\\&\&\\\.&, x`x\x`x\x`x x`x xxxxxxxx x`x\x`x\x'-`x\x` • x`x\\\X 4\4\4\4\4\4/ /&,\•c(\/\ A\ ALL COINCET-0011 MT (1C1?1,:f VErrii 'CHF OffD10, FAUX DMILLEe ANL, TafE /32::::fnf,'ENTO -\\ / \O‹ \\4\ \/\"‘ V V , A •"; "sel,\\, >\,‹ ""\‹/S\ ,,<\\ ir! < SSC. 3/8" = -0" (-1 A4.0 TOP. InulaUons tni oomply velth The 6067,fiiN Enovgy 6.-3o0o 2nd OtaiG Cloov00, AmenCmorsi'o BUILDING SECTION =NM 0' 1' T 4' GARAGE SLAB GRADE RELEASED FOR CONSTRUCTION C6- 19 -13) JOE3: 1310 CA ID FILE: MS-PLAN PRAWN 15Y: SLT CHECKED E3Y: GC6 This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. LC) Copyright 2013 S+T. DRAWING REVISIONS DESCRIPTION DATE >18VVi ...we.. SEAL NO LESS SIGNED MUILDING SECTION A40 1 2 3 4 5 6 7 8 9 10 A B C D E 1 2 3 4 5 6 7 8 9 0 RIDGE DORMER PLATE 1.4T. T.O.P. INTERIOR C.H. T.O.P. SEE 12'-0" GARAGE SLAB GRADE 2x8a • 16" 0.C. 2x6a * 16" O.G. 2x1� a • 16" O.C. 2X68 6 le° 0.C. 2x10a * 16" 0 2x8e • 16" O.G. • 2x8e * 16" 0.C. : \_ JlvlNG ROOM TI!Efi“44.44".Tr."Y""1""n"lrrrnr"1"""""r"""nrnrnftll .1 II 41 44 1, • I (1 4■ 1. Ndliglie. Alit. Aria& ak 1. 12" TJIa • 16" 0.C. '/\> \YNY .e'/*Z\/\\/*/s(/\ • \ \ \//\ V/ \ \ \ \\// % • \/ A \>\/ 4.. • . • / / • \'\ \ / \y\ \ COMMICTiN anWL'I V.,18 b _L1A _MD TM X) ©011_1-04q0 AND MiTLI asmialA iagaRin KK' /\> \/>\1:\;\ 4 • • ‹. • SSC. 3/S" = A4.1y T.O.P PORCH 1E3L1 ILE) NG SECTION 0, T 4' RELEASED FOR CONSTRUCTION (e,-19-13) J05: 1310 CAL) FILE: M5-PLAN DRAWN E3Y: GLT CHECKED EY'r: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowell Sc Associates Architecture. Reproduction prohibited without prior written consent. (9) Copyright 2013 DRAWING REVISIONS DESCRIPTION DATE >12:IVN1 ,41•11.414. SEAL NO LESS SIGNED for: JIM 4 CRE 1. III UI a 7 z z A MI f-UI CO F- 15UILDING SECTION 441 1 2 3 4 5 6 7 8 9 10 A B C D F 6 7 8 9 10 RIDGE TA.P. INTERIOR C.H. INT. F.F. PORCH PLATE PORCH GARAGE SLAB GRADE PillT:)7 J 5SC. F.F. FF. T.O.P. GARAGE SLA5 GRADE 3/S" = BUILDING SECTION 0111 2 RELEASED FOR CONSTRUCTION C(2- 19 -13) J05: 1310 CAP FILE: MS-PLAN PRAWN 15Y: SLT CHECKEE) 5Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel, & Associates Architecture. Reproduction prohibited without prior written consent. (0) Copyright 2013 S+T. DRAWING REVISIONS 1 DESCRIPTION DATE )11:1VVI SEAL NO &71ED413.P■i: LESS SIGNED 13L4ILDIT• SECTION A4.2 1 2 3 4 5 6 7 8 9 10 9 10 DOOIR SCk- E ULE: 3' -0" 3' -0" ID TYPE DESCRIPTION MATERIAL ELEVATION LABEL REMARKS QTY 1 PATIO 6' -0" x 6' -8" WD/ GLASS A — EX1'— 1' -6" SIDE LITES (EACI -! SIDE) 1 2 NOT USED — — — — — — 3 SLIDER 6' -0" x 6' -8" WD/ GLASS G — EXT— 2 4 SCREEN 3' -0" x 6' -8" WD/ SCREEN D — EXT— 2 5 PATIO 3' -0" x 6' -8" WD/ GLASS 13 45 MIN. EXT— 1 6 DOUBLE FLUSH 3' -0" x 5' -0" WD E — INT— 2 1 TRIPLE SLIDER S' -0" x 8' -0" WD/ GLASS F — EXT— LEFT STATIONARY/ MIDDLE OPERABLE/ RIGHT STATIONARY 1 S 5 PANEL 2' -8" x 6' -8" WD C — INT— 4 S 5 PANEL 2' -6" x 6' -8" WD C — INT— 1 10 5 PANEL POCKET 2' -6" x 6' -8" WD C — NT— 3 11 5 PANEL 3' -0" x 6' -8" WD C — INT— 2 12 FLUSH _ 3' -0" x 5' -6" WD H — EXT— 1 NOTES: L BEDROOM DOORS TO BE CUT 1" ABOVE CARPETING 2. MINIMUM R -VALUE OF ALL GLASS TO BE 156 3. SEE FLANS FOR DOOR SWING ORIENTATION 4. TG -TI-115 SYMBOL ON FLOOR PLANS DESIGNATES TEMPERED GLASS g APE AND RESCUE OPellg CY ESCAPti AHD RESIaUU ' +PE INC4. CLEAR O -16 c' AllN 9`a 0 #f! ,P, ID OOfiR TYPE ELEVATIONS / 6' -0" )' -6 i1 3' -0" 41-61/ 4 3' -0" "I G 4 3i -0" a -K. / 3' -0" 3' -0" 3' -0" / MANUFACTURE REMARKS QTY A FIXED 61 i0 0 RESIDENTIAL / PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION X 0 B OVAL 2' -0" x 3' -0" F 6'-0" 3' 0" 3' 0u 0 JOB: 1310 CAD FILE: MS- Pl_.AN DRAWN EY: SLT CHECKED 15Y: GCS This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. WINDOW SC1EDULE= ID TYPE DESCRIPTION ELEVATION CATEGORY MANUFACTURE REMARKS QTY A FIXED 3' -0" x 3' -4" 1 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 3 B OVAL 2' -0" x 3' -0" 2 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 2 C AWNING 3' -0" x 1' -0" 3 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR 4- URRICANE PROTECTION 1 D CASEMENT — STATIONARY 3' -0" x 6' -6" 4 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 1 E CASEMENT 3' -0" x 6' -6" 4 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR HURRICANE PROTECTION 2 F FIXED 3' -0" x 2' -4" 5 RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR 1- 1URRICANE PROTECTION 3 G FIXED 2' -0" x 3' -4" 6 _ RESIDENTIAL "ANDERSEN —400 SERIES" OR APPROVED EQUALS PLYWOOD GLAZING COVERS FOR 4URRICANE PROTECTION 1 NOTES: L WINDOW SILLS TO BE AT 18" APP., UNLESS NOTED OTHERWISE 2. ALL BEDROOM WINDOWS TO BE OPERABLE AND HAVE A TOTAL GLASS AREA OF NOT LESS THAN 51 SF. PER SBC 1005.41. 3. MINIMUM R -VALUE OF ALL GLASS TO BE 156 4. SEE ELEVATIONS FOR OPERATIONS TG -THIS SYMBOL ON FLOOR PLANS DESIGNATES TEMPERED GLASS C LAZING TYPE ELEVATIONS ,, 3' -0" 31-0" L ,t , 3i -0" ,, 3' -0" 4,21 -0014, RELEASED FOR CONSTRUCTION (6)-1S-I3) DRAWING REVISIONS DESCRIPTION DATE iladw SEAL NO •'LESS SIGNED III in 1111 qty 1 W O U U � , ar 0 z .4 E UI 0 C :1'1/4)1 DOOR 4 WINDOW SCHEDULE A.01 1 2 3 4 5 6 7 8 9 10 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 12 12 ARCHITECTURAL 12 J05: 1310 CAP FILE: MS -PLAN DRAWN 5Y: SLT CHECKED 5Y: GCS 4 ARCHITECTURAL ASPHALT SHINGLES INVERTED T -1 -11 T.O.P. ASPHALT SHINGLES 41-- INVERTED T t 11 This drawing Sc all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel! & Associates Architecture. Reproduction prohibited without prior written consent. Q Copyright 2013 5 +T. MIL FLASHING F.T. 1x2 gyp_ — 91 ARCHITECTURAL c; ap 2x10 WD RAPIERS • I ' j i __ II WD BLocKING HURRICANE CLIPS ( 3) 2x10s W/ 1/2 PLYWD ASPHALT SHINGLES 1/2 W1 HURRICANE CLIPS (3) 2x10s W/ 1/2" A " liti i� �/ MIL FLASHING \ 16" 0.C- P T. 12 TRIM PT. 1X TRIM P.T. 1X1 P.T. 6" TRIM WRAPPED SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912- 323 -1220 Scott 912 - 441 -3323 P.T. 1x2 OSB DECKING ICE t WATER SHIELD INVERTED T -1 -11 /� �/ } PLYWD — 2x10 WD RAFTERS * 16" O.G. T.O.PJ LOFT FLOOR 2x4 TOP PLATE P.T. 12" TRIM P.T. 1X TRIM P.T. 1X1 P.T. 6"x6" COLUMN 2x10 WD RAFTERS • 16" OC. - 3/4 DECKING OSB DECKi "0C. i. 5/4" —! ►�1 /! ► �I rii ►�� r 2x12s *16 T. 12" TRIM D�P1 G!-1_ -• P.T. 6"x6" COLUMN BEYOND 2"x4"& W/ SCREEN DBL. 2x6 TOP PLATE 111 i,► 1/2" GYP 15D. + P.T. BEYOND aD ,/ / A • A �� A � ail li(10 ly ilt hp, mto rc?ey Coo ..............____Ed e$$ or 1 It1 ' m ib. i A0t 2x6 WD STUDS • 16" OC. 1/2" OSB SHEATHING J��it ■ liA .6 r�m 4 W/ BUILDING WRAP t R -21 BAIT INSULATION , 1 ti,, ' ,, R P.T. 1x4 HARDI SIDING ii (I &/ P.T. 2x4 P.T. 2x4 SLOPE t /4° PER FOOT P.T. 5/4" pER FOOT N.,-..... r P.T. PT. 2x4 PT. 1x4 PT. 2x4 �� GRADE PLYWD ��RG+ -( I■ SLOPE 1" l LOPE /4 ��I PER FOOT .1, � DRAWING REVISIONS a. U o SEAL- o -FLEX (SEE 5/A80) 3/4" MARINE 8" HARD I TRIM � i 1 /2" GYP BD. WD DATE ::: � 4 FINI FLING 3!4" OSB DECKING _ >lavw �� 2x10s 16 O G. + 1 II 1►��1 - ��� ��_ ►,� 3� SEAL Q (, r SANDERS �a� C', // eATE °'� ;ks; NO : + LESS SIGNED P`___ 1 � 2x10s • 16" ' - 0 DBL. 2x4 TOP PLATE •�• 1 O.G. _ �1 �� li ♦� it `�'-� 2x10s • 16 O C. �� TRIM ► -• 12" HARD( TRIM r �1 11� ( 14� �� R -30 GATT INSULATION T�_P� �jj� wili ' ' I (2) 2xi0s ill {( ►it 2xi2s 16" OG. 6 HARDI �� 1/2" GYP BD. 2x10 LEDGER W/ — r i— -'I:r� T O� ■ _ _ ' ° Q I C ■_ = 1/2" GYP i3D. —�� !�I 2x4 WD STUDS * 16 O.C. 1/2" OvB SHEATHING ►1 �■Q 1!2" GYP BD. p ■ __ I ° Q' ■ __ C - 811"tPSON HANG -DER ,) �'I II W/ BUILDING WRAP �1 ► ,1 !'1 (2) FLUSH 12" M.L. 2x PT. SILL PLATE __ p ■ -'= -• ,� ■ ■ _ « . 1 (2) 5/8" DIA. ANCHOR BOLTS o R -13 GATT INSULATION �� ►1 :� ■ ■ � C Es E. iw 2x P.T. SILL PLATE ■ ■ w� �er� _ a l2) 5I8" D(A. ANCHOR BOLTS HARD' PANEL W/ BATTENS d ii 16x16 CMU W/ (4) 4'6 VERTICAL ■ ° N. r KA �4 1/2" GYP. P. _ d a ° s _ ■ REBAR AND M3 TIES A 12" O C. ■ ∎ ' :. am 4" SLAB ON 6/6 10x10 WWI ° 4 16x16 CMU W/ (4) *6 VERTICAL ° .4 ■ ∎ ∎I ■ �i 4 .. WD OVER 6 MIL VAPOR BARRIER ! REBAR AND "3 TIES 12" O.G. ON TERMITE TREATED 5- OIL, TYP. _■ C : ° ° _■ C_ : ° ° a = C TRIM 10" HARD( TRIM �1 1 I 4" SLAB ON 6/6 10X10 U° ° T.Oai. LO.S = ° ° .revs .I 11K17'L PT. 2x4 BAE PLATE W/ ANCHOR BOLTS ICS ,, �� ► 6 MIL VAPOR TERMITE BAi�?(i =R ON TREATED SOIL, TYR ° p C p C GRADE 4" SLAB ON 6/6 10X10 WWM ° °" C ■ ° '///.7. \/ \i /// / 36")(36"x20" CONC. \/ r \� �/ /// /// ° ■ \� \� \� /// /// /// OVER 6 MIL VAPOR BARRIER ° \ `t GRADE_ `- ONP TERMITE TREATED SOIL, \ \ = ■ ■ Sit k.cu a \ A ■ /� / �� // 36 "x36 "x20" CONC. FTCs Wt /\ \\ \ \\ E. MIN • / \/ • \ / / . tL /\ /\ //\ Z U O SECTION n .. ° dQ ° .. ' . ° dQ ° r. c ... a.,.. .s. ... �..:a w�Sa uµ...,.,. .�..�...__ „ ze ,3k - sec. \ \ 1 WALL / / // // // // // // / / j \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ / / / \ / / / \/ \ \ / / / \ / / / \ / / / \ / / / \ /// sec. / \/ \ \ \ \\ / 3 WALL SECTION WALL SECTIONS \� \ \ j / / \ / / \ / / \\ \ \ \ \ sec. \ \ / / / \ 2 \� \ \\ \\ \ / / \ / / \ / / \ / / \/ \\ \ \\ \ \\ \ \\ \ \\ WALL SECTION ILI 4 -11 .0 0' 2' say l' 2' it tx 0' l' 2' 1 2 3 4 5 6 7 8 9 10 JOB: 1310 CAD FILE: MS -PLAN DRAWN BY: SLT C1- IECKED BY: GCS ARCHITECTURAL ASPHALT SHINGLES 1/2" OS8 DECKING W/ ICE 4 WATER SHIELD ARCHITECTURAL ASPHALT SHINGLES 1/2" OSS DECKING W/ ICE 4 WATER SHIELD T.O.P. This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) & Associates Architecture. Reproduction prohibited without prior written consent. C© Copyright 2013 S +T. TAP./ LOFT FLOOR 1/2" GYP P3P� HURRICANE CLIPB PBL.2x6 TOP PLATE 1/2" GYP P.T. 12" TRIM (3) 2x106 W/ 1/2" PLYWD CASEMENT WINDOW (SEE WINDOW SCHEDULE A5.0) P.T. 1x2 J P.T. 12" TRIM P.T. iX TRIM P.T. 1X1 P.T. 6" TRIM WRAPPED P.T. 6 "x6" COLUMN 1/2" 055 SHEATHING W! SUILD(NG WRAP (3) 2x106 W/ 1/2" FLYWD HARD( SIDING 6" HARD I TRIM SLIDER ( SEE DOOR SCHEDULE A5.0) P.T. 5/4" F.T. 1x4 P T. 2x4 3/4" OS8 DECKING P.T. 2x2 DRIP 12" HARD I TRIM 12" TJI6 a 16" O.C. SLOPE 1/4" PER FOOT SEAL -0 -FLEX (SEE 1 /A&A) SEAL -0 -FLEX (SEE 6 /A5.0) SEAL-0-FLEX (SEE 5/A8.0) FINISHED FLOORING T.O.P. 2x10 LEDGER W/ HANGER (2) 16" MICROLAMS �JNT. FF. —POSCH- 3/4" MARINE - �� GRADE PLYWD 2x106 * 16" O.C. 3/4" OS8 DECKING 12" TJI6 • 16" OC. 12" HARD( TRIM R -30 SATT INSULATION 1/2" GYP BD. SEAL NOrVA - tNLESS SIGNED COLUMN BEYOND BRACKET BEYOND P.T. 1.1 MIIIMPIP.°- pi ill ,11114 MIS P FALINI*Ailli4Am_1111 M Rim P 2x10 HARDI PANEL .T. 2x6 MARINE CRAG MARINE GRADE PLYWD PLYWD 2x4 SCREEN .T. 2x10 PORCH WALL � 2x4 SCREEN PORCH WALL P. f. 2x6 MOLD RESISTANT GYP BD TA.S. GRADE 4" SLAB ON 6/6 10X10 WWM OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED SOIL, TYP. WALL SECTIONS detail (-3- � SHEAR WALL DETAIL 3" = 1' -0" �A1.� 3/4" = 1' -0" 2 WALL SECTION 1" = 1' -0" 6 7 8 9 10 2 3 4 5 6 7 8 9 10 POST CAP JO5: 1310 CAI) FILE: MS -PLAN DRAWN 5Y: SLT CHECKED BY: COGS SEALOFLEX CT SYSTEM THRESHOLD DOOR 1 " x 1 " ANGLE METAL REQUIRED UNDER DOOR SEALOFLEX CT SYSTEM OR This drawing & all written material herein, as an instrument of service is and shall remain the property of Sandres, Trowel) &oduociones Architecture. Reproduction prohibited without prior written consent. C Copyright 2413 S +T. f - -\ 4' -0" - _ 6 "x6" P.T. POSTS, TYPICAL ON CORNERS TYBEE LATTICE AROUND SEALOFLEX WATERBASED SYSTEM — -' �""'r ' SINGLE PART POLYURETHANE CAULK IP SANDERS, TROWELL & ASSOCIATES ARCHITECTURE 22 West Bryan Street, #155 Savannah, Georgia 31401 Gary: 912 - 323 -1220 Scot 912441 -1323 ri n n n n n n - - 1 - r I ri 2 La >\ Aid > 1 _ �' m detail 1► SEALOFLEX Ti-1i EAST -IOLD — PLATFORM, SEE LATTICE DETAIL SERVICE YARD CONDENSER MN CAMSL CONNECT ALL SWOODENAPOStS t0 CONCRETE SOMA -TUBE FOUNDATION TO EXTEND 4" ABOVE GRADE, SEE DETAIL 3" = 1' -0" A8.0,1 �—I 0' 3" I WALL FINISH 2 LAYERS OF SEALOFLEX FINISH COAT SEALOFLEX PINK "SATURATION" COAT SEALOFLEX FABRIC SEALOFLEX PINK "BASE" COAT HARDUiEARINC s "TRAFFIC FINISH" f 6"x6" P.T. POSTS, TYPICAL ON CORNERS 4 \ TRAFFIC FINISH: Ili 1 2 COATS WEARCOAT OR CORAFLEX W/ 2 COATS U.EARCOAT CLEAR J P.T. 1 "x2 ", (TYBEE LATTICE) TYPICAL � 3/S "x3 /S" SINGLE PART ill`—= SEALOFLEX PRIMER - = = • G� AROUND SERVICE YARD = t (2) 2x10'8 HUNG, TO INTERIOR EDGE OF POSTS, ," ( I I ] ] L�� 4 -PA I MI I I I POLYURETHANE CAULK FILLET detail �� _ / j� .,, ( AS CLOSE TO EDGE THAT HANGER ALLOWS) (NAILS TO BE STAGGERED CONNECTING RIM JOISTS) (2) 2x10's JOISTS • 16" O.C. ] 3" = 1' -0" A8.0 3" e" ` HARDUE:ARING "TRAFFIC FINISH" FINISH COAT COAT COAT INK X "BASE"/ BASE "/ DECK FINISHED GRADE 2 LAYERS OF SEALOFLEX .. L, L, . • L \ \ [— L— LATTICE DOOR TO ACCESS AREA - ABOVE 4 BELOW PLATFORM - aD SEALOFLEX PINK "SATURATION" SEALOFLEX FABRIC DRAWING REVISIONS DESCRIPTION SEALOFLEX PINK "BASE" -SEALOFLEX BUTTERGRADE METAL DRIP EDGE o OF 6" BAND OF SEAL LE n "FABRIC " / "SATURATOR" FASCIA n f A m; \ —I — — �t is r: i�.`,,,'a ��?{(�"•»2'39 }%:�' T j)`3 ,ttg :}� +� } °yer� @ir-:i ,'. t� , Aa ' a .; :' : , . ;:n = °`'::,j SO - —I COND fNSOR ENCLOSURE AWN .• 4 S ;. SANDERS S P ,.` o '. °7E No,,c>�h• OFD AR SEAL NO ' - 4& LESS SIGNED 3/4" MARINE SEALOFLEX GRADE PLYWD- PRIMER (5 Gl=ALOPLEX WALL/ _ �t . , � � ` , � ; . FM194�1 6vj� ad . >i .�3w..snu'� J3_a3w$3.,J- 3.3 3v f � ZZ detail ADHERE DRIP EDGE INTO SINGLES PART POLYUUi .ETHANESCAULK ! detail 1-1/2" = 11-0" A8 0 s 1/2' 1' 3" = 1' -0" A80' 3" (p" /"-■CEILIi JOISTS % BOTTOM OF CEILING JOISTS 6"x6" P. t. --� (2)1/2 „ DIA. CARRIAGE BOLTS 2x10's P.T. JOISTS 16” O.C. MORTIS 4 TENON (EPDXY GLUED) 5" 5" 5" 5" EQ EQ. 6x6 , - - - tt P.T. COLUMN BEYOND P.T. 2"x4" -PT. 1"x2" (STAGGERED HEIGHT) 5" O.C. TYPICAL �� " PT. 2 x4 COLUMN IN BACKGROUND . ? (STAINLESS STEEL) Imo..,...;. P.T. 5/4" = --+. P.T. 2x4 IA PT. 1x4 P.T. 2x4 "X" BRACING WOVEN 1 _ ' - 3 /�''� r �""� CONNECTION - - - - - - - � r. (� " g1/2" V U t 6"x8" P.T. �� 1 6 "x4 "x1/2" (x0' -5 ") STAINLESS STEEL ANGLE DIA. LAG BOLT (COUNTERSUNK) (STAINLESS STEEL) - �. (2) 3/4" D IA. CARRIAGE BOLTS (STAINLESS STEEL) ...\. WIRE MESH P.T. LATTICE TRIM TO "x16" 6"x6" P.T. S ( 16 CMU `n (2) 3/4" DIA CARRIAGE BOLTS o, (STAINLESS STEEL) .4 COVER WIRE MESH P.T. 2x4 "X" BRACING P.T. 2x4 `' ---- z O �' +_ U tY 4- z O SEAL -O -FLEX 1? T. 5/4" 6"x8." F.T. ��. —'� P.T. 2"x4" TOP OF SLAB - - - 12" H HARD( TRIM "6i IlT)i DETAILS ,�._6n 2x108 16" OG. detail 2 RAIL NG IDETAIL - - detail ,l' 0 Q I 1 BRACKET DETAIL 'u 0 n detail 3 TYBEE LATTICE DETAIL 48.0 1 -1/2" = 1' -0" '480 3/4" = 1' -0" '480 —� i:el 3/4" = 1' -0" A8.0 0' 1/2' 11 2 3 4 5 6 7 8 9 10