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Home My Public Portal AboutSIXTH AV_1302-CO.pdfk F"5 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 3/4/2019 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction "regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 180616 NEW SINGLE FAMILY HOME 1r SALTWIND CONSTRUCTION 1302 SIXTH AVENUE TYBEE ISLAND GA 31328 1302 SIXTH AVE P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: SALTWIND CONSTRUCTION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1302 6TH AVENUE City State ZIP Code TYBEE ISLAND Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PIN: 4-0011-05-001; LEGAL - LOT 275 WARD 4 TYBEE ISLAND GA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 31.997820 Long. -80.851975 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF TYBEE ISLAND 135164 CHATHAM Georgia B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 13051 CO326 G 08/16/2018 08/16/2018 AE 10.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1302 67H AVENUE -Company — city state ZIP Code NAIC Number TYBEE ISLAND Georgia 31328 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* n Building Under Construction* FA Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones AI -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA ARIAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: LOCAL PLAT Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. n NGVD 1929 R NAVD 1988 f -I Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawispace, or enclosure floor) 16.5 FA feet F1 meters b) Top of the next higher floor 27 1 nx feet n meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A _ FX1 feet F1 meters d) Attached garage (top of slab) 7 2 nx feet n meters e) Lowest elevation of machinery or equipment servicing the building 16 0 nx feet n meters (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 6.1 xJ feet n meters F g) Highest adjacent (finished) grade next to building (HAG) 7.2 FxJ feet FJ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.9 nx feet F1 meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes 0 No ❑ Check here if attachments. Certifier's Name License Number MICHAEL HUSSEY 2509 Title LAND SURVEYOR No. 2W9 Company Name SUNDIAL LAND SURVEYING, PC Address COURT 120 COMMERCE A. city State ZIP Code POOLER Georgia 31322 tur Date Telephone :S:ignatur J1r—A-----12/25/2019 (912) 235-2477 =hisa e building owner. Pa 4a all hments for (1) community official, (2) insurance agent/company, and (3) Copyall pages Comments (including type of equipment and- locatiO, per C2(e), if applicable) C2e - A/C Unit FEMA Form 086-0-33 (7/15) Replaces all previous editions. V"4i Q!d�- — ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1302 6TH AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND Georgia 31328 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1302 6TH AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND Georgia 31328 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1302 6TH AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND Georgia 31328 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption FRONT 02/24/2019 �E r $ i 1. J 0111Ulu I 1 jl i• Photo Two Photo Two Caption REAR 02/24/2019 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1302 6TH AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND Georgia 31328 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. � 99II j i II F Photo One Photo One Caption SIDE 02/24/2019 fr ti li y L Photo Two Photo Two Caption SIDE 02/24/2019 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 A Michael A. Hussey Go. Reg. L.S. No. 2509 Error Of Closure (Plat): 1/871,326 Error Of Closure (Field): 1/32,500 Field Survey Date: 07-22-2010 Angular Error: 2" Per Point Equipment Used: 5okkia Set 5 2" Total Station IR5 - IRON ROD 5ET IRF - IRON ROD FOUND IPF - IRON PIPE FOUND CMF- CONC MONUMENT FOUND 6TH AVENUE 60' R/W SUNDIAL LAND SURVEYING L5F000957 120 COMMERCE COURT POOLE.R, GA 31322 912-235-2477 — 519037'48"W 0' 20' 40' 60' SCALE: I" = 20' NOTES: 1. ANY WETLANDS ARE UNDER THE JURISDICTION OF THE U. S. ARMY CORPS OF ENGINEERS. LOT OWNERS MAY BE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE WETLANDS WITHOUT PROPER AUTHORIZATION. 2. IN MY OPINION, IN ACCORDANCE WITH F.I.R.M. MAP NO. 13051CO326G DATED AUGUST 16, 2018, THI5 PROPERTY DOES FALL WITHIN A DESIGNATED FLOOD HAZARD AREA, ZONE "AE" EVEV 10.0. 3. WATER AND SEWER TO BE CONNECTED THE CITY OF TYBEE SYSTEM. PLATS AND DEEDS: PLAT BOOK "X" PAGE 121 DEED BOOK 396 PAGE 630 ASSUILT LOT SURVEY BEING, LOT 275 WARD 4, KNOWN A5 1302 5IXTH AVENUE, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR 5ALTWIND CONSTRUCTION COMPANY, LLC 2 SOUNDING POINT RETREAT 5AVANNAH, GA 31411 DATE: 02-24-201 F A Michael A. Hussey Ga. Reg. L.S. No. 2509 IR5 - ]RON RDD 5ET IRF - IRON ROD FOUND IPF - IRON PIPE FOUND CMF- CONC MONUMENT FOUND 4-0011-05-OOIA NOW OR FORMERLY KATHERINE COOK EXI5TING RESIDENCE 52.98' •Q8 Field 5urveY Date: 06-04-2018 Error Of Closure (Plat): 1/341,663 Error Of Closure (Field): 1/32,550 Angular Error. 2" Per Point Equipment Used: 5okkia 5et 5 2" Total Station 6TH AVENUE 60' R/W J) k k 6, p 6gs�DOp�� 9> . 1y �!VA3o c�a P ,qNQ _ E A. 93 63 D Epj s. " COAIaI FILL p 5g f ONS N,189MIF ?� + i� :.:`:.. .09E 6 Q 6¢ Si I s ^0 k 9.� .. 6,3 o IS n LOT 275 4-0011-05-001 IS NOW OR FORMERLY Al KATHERINE COOK _� 01 r 6 rro 6,3 62 7C] .I6 6� r_ I 3I rQD v �.O r 9 k 6I IRS Al 6 54.54' 519°3T4�"W'92 I- 6.AL k 4-+-0011-05-012s5 NOW OR FORMERLY WILLIAM MANUCY Ar S k 1�!/ P 63o 6 k -------- "38 TOP 5.77 ¢> IE 3.38 W SUNDIAL LAND SURVEYING L5F000957 120 COMMERCE COURT POOLER, GA 31322 912-235-2477 0 r rli�.��,cc " ^��,�, 4, .moi. ,, .. .E�r.d 1. :7. w}�: ;'�a.•d-4i. 8A'; '-'M'F'i? P4�"7� NOTE 5: I. ANY WETLANDS ARE. UNDER THE JURISDICTION OF THE U. 5. ARMY CORPS OF ENGINEERS. LOT OWNERS MAY dE 5U5JECT TO PENALTY BY LAW FOR D15TUR5ANCE TO THESE WETLANDS WITHOUT PROPER AUTHORIZATION. 2. IN MY OPINION, IN ACCORDANCE WITH F.[.R.M. MAP NO. 13051C0326G DATED AUGU5T 16, 2018, THi5 PROPERTY DOES FALL 'ril 7 H[N A DESIGNATi D FLOOD HAZARD AREA, ZONE "AE" EVEV 10.0. 3. WATER AND SEWER TO 0E CONNECTED THE CITY OF TYBEE 5Y5TEM. PLATS AND DEED5: PLAT BOOK 'X" PAGE. 121 DEED BOOK 396 PAGE 630 Error Of Closure (Plat): 1/871,326 Error Of Closure (Field): 1/32,500 Field 5urveY Date: 03-19-2018 Angular Error: 2" Per Point Equipment Used: Sokkia 5et 5 2" Total Station ' � '• M' � 'yyaw . , � lei �'�[ 'i C J � k{s,F''1 �3� ':y�I l�.'• SFC R' �rE-�,�k. .�'� ..� 1..�':7'i'F�'s� ;.�`._� ��1 �.^. •.'�, �l'w,'; i', � i Kt,:. i��V,-$ BOUNDARY AND TOPOGRAPHIC SURVEY BEING, LOT 275 WARD 4, KNOWN A5 1302 SIXTH AVENUE, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR 5ALTWIND CONSTRUCTION COMPANY, LLC 2 5OUNDING POINT RETREAT SAVANNAH, GA 31411 ST -1 DATE: 08-18-2018 A=SUMMER SOLSTICE: E3=WINTER SOLSTICE: 0° ° �9 _r ° (o / < ` / ° o 1 CIV ° Oe o �o STATE LAW REQU I RES 72 HRS. NOTICE 1-S00-282-7411 RIESIDENTIAL 5TE NOTES 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADOPTED TYBEE ISLAND DEVELOPMENT ORDINANCES AND BUILDING CODE5. 2) ALL ELEVATIONS ARE BASED ON NAVD IW88 DATUM. 3) BUILDING AREA AND ALL AREAS TO BE PAVED SHALL BE STRIPPED OF ALL VEGETATION, TOP 501L, AND ROOT SYSTEMS. 4) 51TE DRAINAGE SHALL BE E5TABL15HED TO PREVENT PONDING WATER CONDITIONS ON THE SURFACE AND TO ALLOW RAPID RUN-OFF OF STORM WATER. 5) THE EXPOSED SUBGRADE BENEATH THE BUILDING AND PAVED DRIVES PLUS 24 INCHES ON ALL 51DE5 SHALL BE COMPACTED TO q5% OF ORIGINAL SOIL CONDITIONS OR A MIN. OF 2,500 P.5.F. COMPACTION, WHICH EVER 15 GREATER. AREAS THAT ARE UNSTABLE SHALL BE UNDERCUT TO FIRM UNDISTURBED 501L AND BACKFILLED IN 811 LIFT5 WITH GLEAN SAND FILL COMPACTED TO q7% OF ORIGINAL 501L CONDITIONS OR A MIN. OF 2,500 P.5.F. COMPACTION, WHICH EVER IS GREATER. 6) ALL FILL SHALL CONSIST OF GLEAN, FREE -DRAINING SANDY LOAM WITH A MAX. OF 15% FINES. 7) MAINTAIN FOOTING AND SLAB AREA5 IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE 15 PLACED. ANY AREAS THAT ARE SOFTENED BY WATER OR BY CONSTRUCTION ACTIVITY SHALL BE REWORKED AND REGOMPACTED TO THE REQUIRED DENSITY AND BEARING. 5) A MINIMUM SHOULDER WIDTH OF 3 FEET WITH A MINIMUM TRANSVERSE 5LOPE OF 5% SHALL BE PROVIDED ADJACENT TO PRIVATE DRIVES, CURBS, OR 51DE WALKS IF SHOWN ON THE DRAWINGS. Cl) MAXIMUM EARTH SLOPES WILL BE 2:1. 10) CONTRACTOR SHALL BE RE5PON51BLE FOR PROVIDING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEA5URE5 IN ACCORDANCE WITH ALL ADOPTED TYBEE ADOPTED TYBEE ISLAND DEVELOPMENT ORDINANCES AND BUILDING CODES. 11) ALL WATER, DRAINAGE 4 RUN OFF SHALL DRAIN TO ROAD CATCH BASIN, OR MARSH. NO STANDING WATER SHALL BE ALLOWED, NO WATER RUN OFF 5HALL ENCROACH ON ADJAGENT RESIDENTIAL PROPERTIES. 12) REMOVE EXISTING CURB 4 GUTTER AND INSTALL NEW DRIVEWAY APRON 4 GUTTER IN ACCORDANCE WITH THE TYBEE 15LANP GiJIDELINE5, SEE DETAILS DRAWING ????. I3)= TREE5 AND ROOT SYSTEM TO BE PROTECTED FROM GO STRUCTION TRAFFIC, PROVIDE IO' DIA. MIN. BARRACADE AROUND BASE OF TREE OR A5 DIRECTED BY 6EN. CONTRACTOR 14) FG. (FINISHED GRADE ®NAV Ig88) 15) x = TREES TO BE REMOVED 16) — — — = ROOF PLAN LINES 0 11) +(J = EXISTING SPOT GRADES I8�EX15TINO CONTOUR 6RADE5 NEW CONTOUR GRADES 20)- NEW 6' HI. P.T. PRIVACY FENCE. 5EE DRAWING #5T-2 21) • = TREES TO REMAIN ON PROPERTY T m 0 o � qj 4 in W � o 13TH STREET 60' R/W STREET PARKIN6 ' j/ fO C �� '= ,4.8" es' REQUIREMENT5 I� - - - -- / ,�; / '", PROVIDE -� a ` I - WIDE GATE MATERIALS 1O1-pll LOT 215 Iol �Q �• 4 w Q v Now OR FORMERLY ` MO �M KATHERINE GOOK " X15T G- Oa / — �� BUILD NO 00 v� J� f Ir C, n SURVEY, TOPOORAFHY INFORMATION AND DRAWING FROV I DE BY: SUNDIAL LAND SURVEYING, P.G. 100 GOMMERGE COURT, FOOLER, GEORGIA 51522 0:c112 -74a-214-7, E: MHusse @Sundia ILand5urve in .corn M I GHAEL A. HU55E1', O EORG 1 A REGISTERED FILS #250cl J o � O o � O 0 0o LL1 z � CY oW o _ o3:Q �0 z 0 \i ~ RELOCATE %__ EX15TIN6 -- EXI5TING 0/H w o POWER LINE5 `V o wX15TING'% d- _ 5U I L NO., c Ln 70°28 20 W �y W C -D U z W {n � Wcn Lid SITE DEVELOFMENT FLAN. STA< I NG FLAN. 10 0 10 GRAPHIC SCALE - FEET STREET ADDRESS: LOT #275 = 1302 6th AVENUE SEE 51 TE G I V I L DRAWI NO S FROM STORM NATER MANAGEMENT AND ALL EROISION CONTROL DEVICE LOCATIONS AND DETAILS BY: BOSWELL DESIGN SERVICES, ING., SAVANNAH, 5A 51410. DRAW I NGS DATED: -7/25/2018 .AVERAGE EXISTING GRADE DATA LOT #�5 LOCATION OF SPOT 6RADE5 TAKEN 5 TOTAL NUMBER OF SPOT GRADES U5ED 31.40 TOTAL OF SPOT 6RADE5 USED 6.25 AVERAGE OF SPOT GRADES U5ED 6.3 5U&5E5TED AVERAGE EXI5TING ERADE OF LOT 16.2' TYBEE AHJ DETERMINED AVERAGE EXISTING GRADE OF LOT (1-31-2018) If � fie} ME o Z 0 W a: N dzl �� O d (20 o CV N O >w Lu �n o ® r z W 0 W 0 m � C6 p_ D -6 z �l OL 8'-0" TD CL NEXT P05T POST 8'-O" REPEAT DIMENSIONS AS TYPICAL 4x4x10' HI., #2 SYP, KD, 545, PRE59JRE TREATED HOOD POST Ixbx6' HI., #2 5YP, KD, 545, PRE-55URE TREATED W/ PAIR 1" 45° 4006 EAR" GUTS AT TOP. 5TA66M A5 5HOHN 8'I TO `L NEXT P05T IREPEAT STAGGERED DIMEN510 (3) 2x4 #2 5YP, KD, 545, PRE55URE TREATED AS SHOWN PRIVACY FENG 5GALE I/2"= I' -O" PROPERTY L) BETWEEN EACH POST SPACED AS NOTED ON DETAIL 51SUP-1 E ENLARGED PLAN PROPERTY LINE e��►ir C 4 8'-0" TO of NEXT P05T POST 4x4x1O' HI., 02 SYP, KD, 545, PRESSURE POST TREATED WOOD P05T 3 Ixbxb' HI., #2 SYP, KD, 545, PRE55URE 5T-2 TREATED W/ PAIR I" 45" "D06 EAR" GUTS AT TOP. STAGGER AS SHOWN ON ENLARGED PLAN, THIS SHEET (TYP? ;wr it j I i I I I I �` VI LL �41 x x6' I. #2 i I �7Y, 1 fI I i I I I i II I I I I I I N -1,I 2 4 2 K r-5 1" -9 1�' I R� , TH P T 40 D I I 2x4 02 5YP, KD, 545, PRESSURE TREATED CONT. STIFFINER "NOTCH INTO" EACH POST I 4I ,-I I �--LINE OF FINISH GRADE SEE CIVIL PRAHIN65 FR I VAGY FENCE ELEVAT I O 5CALE 1/2"= I' -O" 2x4 #2 SYP, KD, 545, PRESSURE TREATED CONT. STIFFINER "NOTCH INTO" EACH POST. 2x8 P.T.GON T. H/ TAPERED TOP = a his =7 2x4 #2 5YP, KD, 545, PRESSURE TREATED BETWEEN EACH POST r cy 4x4x10' HI., #2 SYP, KD, 545, PRESSURE TREATED HOOD POST AT 8'-O" O.G. (TYP) tT I xbx&' HI., #2 5YP, KD, 545, PRESSURE ry TREATED W/ PAIR 1" 450 "D06 EAR" GUTS AT TOP. STAGGER AS SHOWN ON ENLARGED PLAN, THIS SHEET (TYP) 2x4 #2 SYP, KD, 545, PRE55URE TREATED SIMPSON #A-34 "Z -MAX" FRAMING BETWEEN EACH P05T ANGLE A5 SHOWN 2x4 #2 SYP, KD, 545, PRESSURE TREATED 3J DON'T. 57IFFINER "NOTCH INTO" EACH POST LINE OF FINISH GRADE Ali-- I—Jll-11=�h IL1--:: 1i -- =TOP SOIL-',. 11:=III a > 12" DIAMETER HOLE, FILL W/ �3000 P.S.I. CONCRETE ' 115% COMPACTED SOIL .NATURAL 8"x8"x2.25" NATURAL COLOR CONCRETE PAVER AT BOTTOM OF POST TO MITIGATE SETTLEMENT. PROVIDE 45% COMPACTED SOIL AT BOTTOM PRIVACY LENGE SECTION 50ALE 5/4"= I'-0" NOTE: ALL 5TR1)GTURAL MEMBERS 4 ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 150 M.P.H. (MINA NINO LOAD 4 MEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY TYBEE ISLAND, 6EOR61A BUILDING DEPARTMENT. NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAYD I188 DATUM, UNLE55 OTHERWISE SPEC IFIGALLY NOTED. NOTE ALL CONSTRUCTION MATERIALS BELOW (AE -10, BFE) PLUS I FOOT TO BOTTOM OF LOW[✓5T STRUCTURAL MEMBER SHALL BE CLASS #4 OR #5. ON THIS RE5I0ENGE THE CITY OF TYBEE ISLAND HAS DETERMINED THIS TO BE 11.00' (NAVD 1458) 4 BASED ON INFORMATION PROVIDED BY MICHAEL HU55EY, CPA. REG. 08YWTHAT �I.R.M. DATED 6/21THIS LOT 15 -f4N FEMA OOD ZONE THE 1p REF: PLAT SURVEY .UNE 18, 2018 INFORMATION CONTAINED ON THESE DRAHINGS 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXEGUTIN6 THE NORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND AGGURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN5lON5 ON JOB 51TE AND BE RESPONSIBLE FOR SAME. ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWINGS H1TH THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROGEWIN5 WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITTIN6, TO THE DESIGN PROFESSIONAL OF RECORD PRIOR TO PROCEEDING WITH ANY hORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE HORK, A SET OF RECORD DRAWINGS. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANCE5 AND DEVIATIONS FROM THE DRAWIN65 ON THIS "AS -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE OL05E OF THE JOB, THE GENERAL CONTRACTOR 544ALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION 00 NOT RE NITHOUT EXPRE55ED COPYRIG0 HT G 2018 wRi7rEN PERMI58ION SY Paul B. do Levis Paul B. doLovis 'Q�. 4 E m aLn �If %z 3 �C4® LU z z QLQ LU R] Q z p m POOL DECK: L HINSED GATE SEE DWG. ST2 4 5T4 u • , "11 Py�.sVe;�gHnF — N �.lot-�} d x X 4i�' F �j?s Xp� t11 45(NAV88) 271_01[ 161- 101- f 11 �il V 10'-411 0' —T x(T11 il_dll AI_411 --i 6111 P.T. HVAC 4 POOL EQUIP. i i/ PLATFORM 0 MIN. i1.0'(NAV88) AE -10 (2) 2x8 P.T. Ixb P.T. M. DECKING W/ EASED EDGE PERIMETER J015T5 SEE DETAIL 5A—:Ll I i f I 1 [ I 1 I 1 I I (TYP) 7a 5-1/4"xl I?/6" PARRALAM I I I I I IX oI 1 I Q (INFLOM SYSTEM) OR {✓) 1-3/4"XII-7/8" MIGROLAM SEE DETAIL 2/--L1 I6. 1N FLOOR SYSTEM) OR L.� (2) 1-3/4"x11-7/8" MIGROLAM 3/0x6/6 SEE DETAIL 2/ELI HINGED LATTICE TJI 210 / 11.875 CEILING I-JT5. o 16" O.G. 4 O PANEL L^V 3/4' T4 6? 160AL SEAL" 51�3FLOORiN6 (SCREWED 4 GLUED) ' (2) f -3/4x11-7/8" MIGROLAM 0th" i LIN � x I E56 F ' � �t iL `` _TJI 210 / 11.875 GEILINS F E ; z ' u CERA in I-JO15T 0 16" O.G. W/ I SFfU TJI 360 / 11.875 CEILING I-JT5. 0 16" O.G. N 3/4" T46 "60LD SEAL" i W/ 3/4" 746 "GOAL 5Fr4L" SUBFLOORIN6 5UBFLOORIN5 i • 16 0. (5GR1=hAL 4 6L O SIJ (`-BREWED 4 GLUED) J01 mj (2) I-3/4"xll-7/6" MIGROLAM (IN FLOOR SYSTEM) i DBL. JOIST UNDER WALL ABOVE o�- (IN FLOOR SYSTEM) v TJI 210 11L875 CEILING I-JTS. rD 16" O.G. fx W/ 3/4" T46 "GOAL SEAL' SUBFLOORN6 `n (5GREWED 4 6LUI37) - _ � 101 211 O1611i lti�m FINISH FLOOR LINE Iq, TV V' �M��11 M• 1 \/r� m I Y " 1-3/4 x11= t/a MIGROLAM In ^fin (IN FLOOR SYSTEM) 16 � HI ` 2012 IRC 12/ xbi 6 COMPLIANT- �I HANDRAIL,OF ;r� I6 7a �uyr Q j TJI 3_60 / 11.875 CEILING I-JT5. a 16" D.C. - ro OT USP - I .5' (TYP) "x _ i- a- V9/3/4" T4 "GOAL SEAL" SUBFLODRIN6 m 2 P.. 5 I r MIN (SCREWED 4 SLUED) m !I M 7 MI M nLLm cn X � (I T I (I FL SYSTEM) m� - n�m�i tnc-� L Iq a - 3 7A 4 T05 ELET� (TYP) o _ (IN FLOOR 5Y5Tt�l) I 6.37'(NAY88) pL SEE DETAIL 2/ELI E�E_2 LIMIT OF POOL - PECK FENCING SEE 4W6. 5T2 17 Q� Iq A � Q X /47x -77e�eRMDT7R �z l ; ic- . -ir (IN FLOOR SY5TEM) n il.. jlJ Y �•- 1.fi'4: X 10 a 16 O.G. u� y .T. 1=LOOR JO! TJI 210/ 11.8-15 CEILINS I-JTS. a 16" D. . _ 3/4" TtO 'COAL SEAL' SUBFLOORINC 2 Q z (SCREWED 4 GLUED) Q 1 -------.•-- --- SGI — 4'xT OVERHEAD DOOR — r — q'X'T' O AD DOOR p� p I N RAISED POSITION A5 I I IN RAISED OSITION AS I Q�ufcv SELECTED BY BUILDER I 1 5EL.EGTED Y BUILDER U - ;J�; O X�� — r XJ.X I I ELECTRICAL ICE WALL I me T �� 1 5-I "xll-7/8" PARRALAM 3-1/2"x11-7/8" PARRALAM z Zz 2 I I 7 xll-7/8 PARRALAM I (iN FLOOR 5Y5 OR 1 m IN FLOOR 5Y5TEM) OR IN F SYSTEM) OR 11 �5) f-3 (4 X11-7/6" MIGROLAM SGI I I (4) I-3/4"xll-7 b" MIGROI�M I !2) I -3/4"x11-7/8" MAM r. SEE DETAIL 2!910L .T. FLOOR JOIST - O Q 2xIO P.T. CONT Q x6 PT. CONIT cel C-4 (IN FLOOR SYSTEM) 2 O \a (2)2xa P.T 43 �0 d X XAIL - 9A 11 0 x - (3) 2x10 P.T. CONT �: (3) 2x10 P.T. GON'T,. (IN FLOOR SYSTEM) (IN FLOOR SYSTEM) o_ n OII! o n tr T-5" C ROUND FLOOD' PLAN SCALE: 1/4" = I'-0" TYBEE AHJ DETERMINED AVERAGE EXE5TIN6 6RADE = 6.21(NAV86) NOTE ALL CONSTRUCTION MATERIALS BELOW (AE -10, SFE) PLUS I FOOT TO BOTTOM OF LOWEST STRUCTURAL MEMBER SHALL BE CLA55 #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBEE ISLAND HA5 DETERMINED THI5 TO BE 11.00' (NAVD Igaa) 4 BA5ED ON INFORMATION PROVIDED BY: SUNDIAL LAND SURVEYING, P.G. 100 COMMERCE COURT, POOLER, 6EOR61A 31322 042-748-21477, E:MHussayyo5undialLax&ry Ing.corn MICHAEL A. HUSSEY, 6EOR61A RESISTERED PLS #250q MATED; AU%5T 18, 2015 Oil 41-011 IE NE Hp:!ar 1�IY: iliri C•�_'�I,r£'}I��ly.^..r -°�iE O.i t,n l�'./ S.A I'��,^yB NOTE SLE SITE CIVIL DRAWINGS FROM STORM WATER MANAGEMENT AND ALL ER015ION CONTROL DEVICE LOCATIONS AND DETAILS BY: 505WELL DE516N SERVICES, INC., 5AVANNAH, 6A 31410. DRAWIN65 DATED: 7/25/2018 O r 21_11 41-011 2' 3'-e" 2h I'-4 31-4i1 3 {T�) 7a F I'–Oli 11- it /}1_All 11-41, it �/ 31_nll 1. r 5 r l J ` (TYP) rti 7a /I _� n IS u • , "11 Py�.sVe;�gHnF — N �.lot-�} x 4i�' F �j?s Xp� t11 45(NAV88) 271_01[ 161- 101- f 11 �il V 10'-411 0' —T x(T11 il_dll AI_411 --i 6111 P.T. HVAC 4 POOL EQUIP. i i/ PLATFORM 0 MIN. i1.0'(NAV88) AE -10 (2) 2x8 P.T. Ixb P.T. M. DECKING W/ EASED EDGE PERIMETER J015T5 SEE DETAIL 5A—:Ll I i f I 1 [ I 1 I 1 I I (TYP) 7a 5-1/4"xl I?/6" PARRALAM I I I I I IX oI 1 I Q (INFLOM SYSTEM) OR {✓) 1-3/4"XII-7/8" MIGROLAM SEE DETAIL 2/--L1 I6. 1N FLOOR SYSTEM) OR L.� (2) 1-3/4"x11-7/8" MIGROLAM 3/0x6/6 SEE DETAIL 2/ELI HINGED LATTICE TJI 210 / 11.875 CEILING I-JT5. o 16" O.G. 4 O PANEL L^V 3/4' T4 6? 160AL SEAL" 51�3FLOORiN6 (SCREWED 4 GLUED) ' (2) f -3/4x11-7/8" MIGROLAM 0th" i LIN � x I E56 F ' � �t iL `` _TJI 210 / 11.875 GEILINS F E ; z ' u CERA in I-JO15T 0 16" O.G. W/ I SFfU TJI 360 / 11.875 CEILING I-JT5. 0 16" O.G. N 3/4" T46 "60LD SEAL" i W/ 3/4" 746 "GOAL 5Fr4L" SUBFLOORIN6 5UBFLOORIN5 i • 16 0. (5GR1=hAL 4 6L O SIJ (`-BREWED 4 GLUED) J01 mj (2) I-3/4"xll-7/6" MIGROLAM (IN FLOOR SYSTEM) i DBL. JOIST UNDER WALL ABOVE o�- (IN FLOOR SYSTEM) v TJI 210 11L875 CEILING I-JTS. rD 16" O.G. fx W/ 3/4" T46 "GOAL SEAL' SUBFLOORN6 `n (5GREWED 4 6LUI37) - _ � 101 211 O1611i lti�m FINISH FLOOR LINE Iq, TV V' �M��11 M• 1 \/r� m I Y " 1-3/4 x11= t/a MIGROLAM In ^fin (IN FLOOR SYSTEM) 16 � HI ` 2012 IRC 12/ xbi 6 COMPLIANT- �I HANDRAIL,OF ;r� I6 7a �uyr Q j TJI 3_60 / 11.875 CEILING I-JT5. a 16" D.C. - ro OT USP - I .5' (TYP) "x _ i- a- V9/3/4" T4 "GOAL SEAL" SUBFLODRIN6 m 2 P.. 5 I r MIN (SCREWED 4 SLUED) m !I M 7 MI M nLLm cn X � (I T I (I FL SYSTEM) m� - n�m�i tnc-� L Iq a - 3 7A 4 T05 ELET� (TYP) o _ (IN FLOOR 5Y5Tt�l) I 6.37'(NAY88) pL SEE DETAIL 2/ELI E�E_2 LIMIT OF POOL - PECK FENCING SEE 4W6. 5T2 17 Q� Iq A � Q X /47x -77e�eRMDT7R �z l ; ic- . -ir (IN FLOOR SY5TEM) n il.. jlJ Y �•- 1.fi'4: X 10 a 16 O.G. u� y .T. 1=LOOR JO! TJI 210/ 11.8-15 CEILINS I-JTS. a 16" D. . _ 3/4" TtO 'COAL SEAL' SUBFLOORINC 2 Q z (SCREWED 4 GLUED) Q 1 -------.•-- --- SGI — 4'xT OVERHEAD DOOR — r — q'X'T' O AD DOOR p� p I N RAISED POSITION A5 I I IN RAISED OSITION AS I Q�ufcv SELECTED BY BUILDER I 1 5EL.EGTED Y BUILDER U - ;J�; O X�� — r XJ.X I I ELECTRICAL ICE WALL I me T �� 1 5-I "xll-7/8" PARRALAM 3-1/2"x11-7/8" PARRALAM z Zz 2 I I 7 xll-7/8 PARRALAM I (iN FLOOR 5Y5 OR 1 m IN FLOOR 5Y5TEM) OR IN F SYSTEM) OR 11 �5) f-3 (4 X11-7/6" MIGROLAM SGI I I (4) I-3/4"xll-7 b" MIGROI�M I !2) I -3/4"x11-7/8" MAM r. SEE DETAIL 2!910L .T. FLOOR JOIST - O Q 2xIO P.T. CONT Q x6 PT. CONIT cel C-4 (IN FLOOR SYSTEM) 2 O \a (2)2xa P.T 43 �0 d X XAIL - 9A 11 0 x - (3) 2x10 P.T. CONT �: (3) 2x10 P.T. GON'T,. (IN FLOOR SYSTEM) (IN FLOOR SYSTEM) o_ n OII! o n tr T-5" C ROUND FLOOD' PLAN SCALE: 1/4" = I'-0" TYBEE AHJ DETERMINED AVERAGE EXE5TIN6 6RADE = 6.21(NAV86) NOTE ALL CONSTRUCTION MATERIALS BELOW (AE -10, SFE) PLUS I FOOT TO BOTTOM OF LOWEST STRUCTURAL MEMBER SHALL BE CLA55 #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBEE ISLAND HA5 DETERMINED THI5 TO BE 11.00' (NAVD Igaa) 4 BA5ED ON INFORMATION PROVIDED BY: SUNDIAL LAND SURVEYING, P.G. 100 COMMERCE COURT, POOLER, 6EOR61A 31322 042-748-21477, E:MHussayyo5undialLax&ry Ing.corn MICHAEL A. HUSSEY, 6EOR61A RESISTERED PLS #250q MATED; AU%5T 18, 2015 Oil 41-011 IE NE Hp:!ar 1�IY: iliri C•�_'�I,r£'}I��ly.^..r -°�iE O.i t,n l�'./ S.A I'��,^yB NOTE SLE SITE CIVIL DRAWINGS FROM STORM WATER MANAGEMENT AND ALL ER015ION CONTROL DEVICE LOCATIONS AND DETAILS BY: 505WELL DE516N SERVICES, INC., 5AVANNAH, 6A 31410. DRAWIN65 DATED: 7/25/2018 O r 21_11 41-011 2' 3'-e" 2h I'-4 31-4i1 3 {T�) 7a F I'–Oli 11- it /}1_All 11-41, it �/ 31_nll 1. r 5 r l J ` (TYP) rti 7a /I _� n u • , klJ ;f, 45(NAV88) — 1I GRADED 5ANDY FILL ° 1 I a 2'-10" I T.0.5. 7.5' (NAv6b (TYP) 4 �°) ` - TYP "I T7, . I I 8 I I 1 6— I ., (TYP) -1., (TYP) I I FINISH L FLOOR INE = L GRAD]=D SANDY FILL I I n TO = 1,2 V W Q (I a o I TYP I I Iq 3 - - (TYP) IF_ I I L -..J (TYP) (TYP) I Iq I (TYP) I 20 a F 13.2'(NAVVaFB) I I - I kVATOR REGE { I Q II II Toy ELEV.= 101 4 � I _16.b-lr'(nwVeB) I (TI"fF' I I I L— — J I i ELI & F rye: 1 3 k L-IlL '-8�' 1 (TYP) :L: — 31 1 I b (TYP) — I (TYP) — — — — 20 1 cv I 8 I �— --- I — (TYP) I0 B04= 1 I r I 4 5'(NAIvBa) I �I T.0.5.15 (NAVil I L— 3 M— I I I 13 3 3 I 1 (TYP) (TYP) CTYP)I 3 --- -- -- -- -... (TYPJ —-----•------- ------------ -40 'i BOF= mr7 V 3.5" 6ALV. METAL -1 �� ' 4,5'(NA ' KEY -WAY JOINT is 40 7.2(NAYS$) 5'-411 11_411 (y p '-5 11_4„ "' 4'-O" 231-011 20 --- s- I ( o (TYP) p I 1 I CRAVED SANDY Fi O Bpi I I .2'(NA e,;) I L-- _—_J -7 I (TYPJ (TYP) �6''�'aC � '�6kk�3�'. '�a.;�tE� �R.��1°,�TIf�P�4 �9afk • Cu",ter .,v ted e!A,�.',•,,�:� '-;;��c: I,�,,, ssnrt.-�r..uetla':?. i VCRi io;;ii::�';�: 1,� E,3'i,a'! i +QUale t0(4� 01 fil"W Cl,rr 1 OM1 ,arf„ ',i11•`{' be mt?i 1. L {Ix,t Cts t 1 K P!l X Pl [;fig 0": !. fi` ;r r4,.: r'mr� uu,,er 1,; ELG'w, 7'-711 34'-5" FOUNDATION PLAN 7,0 0 1 ter . 1. 1 . . . .1, - T II' -O"41-011 41-011 -011tj GENERAL Y 4ALL LEGEND FOUNDATION NOTES 1) 4" THICK, 3,000 P.S.I. CONCRETE SLAB REINF. W/ FIBERME5H 4 bxb #10/010 W.W.M. a V-0" PERIMETERS (REF: I0G600 4 2012 IRC) ON 6 MIL POLYETHYLENE VAPOR BARRIER ON GLEAN, DRY, q5% COMPACTED, TERMITE TREATED STRUCTURAL FILL. SEE DETAILS SHEETS ELI, EL2, 501 4 Sl 2) 411 THICK, 3000 P.5.1. CONCRETE SLAB REINF, W/ FIBERMI=SH 4 bxb #10/#10 W.W.M. 0 36" MIN. PERIMETERS (REF: 1CaOO 4 2012 IRC) ON q5% COMPACTED GLEAN, DRY, TREATED, 45% COMPACTED STRUCTURAL FILL SEE DETAIL 4/ELI (REF: zcwo 4:2o12 IRC) 3) 16" X 16" (NOMINAL) CONCRETE BLOCK((:;BU) PIER, REINF. W/ (4) #8 VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" q0' ELL UNDER #5 ROD IN FOOTING. PROVIDE: #3 STIRRUP • 7" FROM TOP 0 32" O.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3000 P.5.1. CONCRETE 4) I'-0" 4' X 3'-4" DEEP 3000 P.5.1. CONCRETE FOOTING FOR 4x4 P.T. WOOD POST 5) Ib" X 16" (NOMINAL) CONCRETE BLOGK(GBU) PIER, REINF. W/ (4) #6 VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" 010" ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP o 7" FROM TOP a 32" D.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3,000 P.5.1. CONCRETE BOTTOM OF FOOTIN6 SHALL BE AS NOTED ON PLAN. FOOTING SIZE SHALL BE AS FOLLOWS: 4'-0" X 44-0" X 1'-6" DEEP 3000 P.5.1. CONCRETE REINFORCED W/ #5 RE -RODS o 8" 0.0 EA. WAY SEE DETAILS SHEETS SC2 6) MINIMUM GONG, PROTECTION OF REINFORCING STEEL UNLE56 NOTED OTHERWISE: FOOT I N65 (BOTTOM AND SIDES) - 3" SLABS (BOTTOM) - 3" 7) HOLD-DOWNS: j 0 = DENOTES 5/a" X 10" 6ALY. METAL ANCHOR BOLT, HOOK UNDER #5 ROD CONT., W/ 40 DIA. LAP W/ 3" X VX 3/16" 50. METAL WASHER a l a" O.G. W/ NON-FERROUS METAL NUT W/ 5/6" TO 1/2" NON-FERROUS METAL REDUCER COUPLER, W/ 1/2" NON-FERROUS METAL "6D -BOLT" ROD TO RAFTER SEARING OR TOP PLATE. SECURE W/ 3"x3'x3/16" NON-FERROU5 METAL WASHER #NON-FERROUS METAL NUT (REF: I GG600 4 2012 IRC) SEE '60-13OLT" DETAIL5, SHEET SC3 a) In DEEP (MINIMUM) WET SAWED CONSTRUCTION JOINT MAXIMUM 12"-0' O.G., EA. WAY INSTALL MAX, 12 HOURS AFTER INITIAL POUR, AFTER 28 DAYS OF FULL GURIN6 FILL CONSTRUCTION / CONTROL JOINT V41TH EPDXY FILLER. INSTALL IN STRICT COMPLIANCE WITH 2006 IBC -CONCRETE MANUEL #ISBN -13:476-I-56001-501-1 4 #ISBN-E0:I-58001-501-a q) GONG. SHALL DEVELOP 3,000 P.S.I. AT 28 DAYS, FLY ASH 15 NOT ALLOWED IN THE CONC. MIX 10) MIN. SOIL COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER SLAB 4 FOOTING 417% COMPACTION RATE (VERIFY W/ TEST) 11) REINFORCEMENT SHALL CONFORM TO A.57.M.-A-616. 6860 12) OVERLAP CANT. BARS • 4Ox DIA. WHERE REQ. PROVIDE CORNER BARS AT CORNERS 13) ALL GONG. WORK SHALL CONFORM TO A.G.I. 301 REQUIREMENTS 14) MIN. 501L BEARING PRESSURE REQUIREMENT UNDER FOOTING: 1500 P.5.F. (VERIFY W/ TEST), 15) T.O.F. DENOTE! : TOP OF FOOTING T.0.5. DENOTE=S : TDP OF SLAB B.O.F. DENOTE -5 : BOTTOM OF FOOTING 16) SIMPSON #01544 "Z -MAX' POST BASE W/ (2) 5/8" 6ALV. HEX BOLTS 4 WA5HER5 17) TURNDOWN FOOTING SIZE SHALL BE A5 FOLLOWS: 16"W X Ib" DEEP CONT. 3000 P.5.1. CONCRETE REINFORCED W/ {2 #5 RE -RODS CONT. OVERLAP ENDS X DIA, AND INTERSRATE INTO MONO. CONCRETE SLAB 18) FOOTING 51ZE SHALL BE AS FOLLOWS. 2'b" X 74" X 2'-0" DEEP Woo P.5.1. CONCRETE REINFORCED W/ #5 RE -RODS o 8" O.0 EA. WAY INTER6RATE INTO MONO. CONCRETE SLAB Ill) 4x6,545,02 SYP, KD, P.T. "GA OBD (2.5PGP) BASE: 51MP5ON #0154$ "Z -MAX" GAP: SIMPSON #EPG4Z "Z -MAX" FOOTING 51ZE SHALL BE AS FOLLOWS. 3'-0" X 3'-O" X I'-8" DEEP 3000 P.5.1. CONCRETE REINFORCED W/ #5 RE-RO05 a 8" OZ, EA. WAY 20)16" X Ib" (NOMINAL) CONCRETE BLOGK(CBU) PIER, REINF. W/ (4) #6 VERTICAL E3AR, OVERLAP ENDS 40X DIA., HOOK 41' q0° ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP • 7" FROM TOP 0 32" O.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3p00 P.S.I. CONCRETE BOTTOM OF FOOTIN6 SHALL BE A5 NOTED ON PLAN. FOOTING 51ZE SHALL BE A5 FOLLOWS: 4'-0" X 4'-0" X I'-8" DEEP 3000 P,5.1. CONCRETE REINFORCED W/ #5 RE -RODS @ 8" O.G EA. WAY PER TYBEE ORDINANCE 027A-2014, 5EC. 41-050(D), 1., .. E'. n Y T.r` S1R,91'S+p'11�� TYBEE AHJ DETERMINED AVERAGE EXI5TIN6 GRAVE = 6.5'(NAV6a) "Jilinil 2x4/2x6 EXTERIOR/INTERIOR WALLS • 12"/Ib" O.G. ^" 2x4 P.T. "IN -FILL" EXTERIOR WALL5 a 1611 O.G. BELOW F.I.R.M. FLOOD PLANE NON-STRUCTURAL IN -FILL WALL CONSTRUCTION: DO NOT REPROl 2x4 P.T. STUD a I b" O.G. WITHOUT EXPRE=SSED 15/32" P.T. MARINE SHEATHING WRITTEN PERMISSION BY GOPYRI6HT 0 2017 b , 15# FELT - Paul B. da Levis Paul B. doLovis HARDIPLANK HORIZONTAL, rx "' �{•� ZONTAL SMOOTH s �� OOH i LLO ii�R S1DI1+� WITH 6" EXPO�.�URE�W/Ix4 SMOOTH rTa it'bLf'b* {,ru �'�v ea , .. .'-.t'�c?�tN�B w'lm',�'�. e%w.s''. t� `�fJ'?.'v�.o _ I .:. •.. '� r. HARDI –TRIM BOARDS FORMATION CONTAINED ON THESE PRAHIN65 15 PROVIDED FOR THE Y ry r e:. e: 'i"a�, 1"'; k r. rk j. fl'°3�"` :'�u 3 6" HA .' aer ;'16 '! 1 .: �_ '• 11.. Er , , ;ri,4., 4., � ,h�" 5f / RDI -PANEL INTERIOR OR EQUAL CONVENIENCE OF THE 6ENERAI. CONTRACTOR IN EXEGUTfN6 THE WORK. � :li:l, P .� „) , . d R EVERY ATTEMPT HAS ';;.;' " BEEN MADE TO PROVIDE COMPLETE AND ACCURATE t 2x4 P.T. IN -FILL INTERIOR WALLS O Ib O.G. BELOW F.I.R.M. FLOOD PLANE REPRESENTATIONS OF ALL CONDITIONS. 6ENERAL. CONTRACTOR SHALL CHECK a is'w �t r'a,""'i a r NON-STRUCTURAL IN -FILL p ; . AND VERIFY ALL DIMENSIONS ON JOB 51TE AND BE RESPONSIBLE FOR 5AME. h' �' ' r•r ,c._ 'y W,4LL CONSTRUCTION; ANY DISCREPANCY SHALL BE COMPLETELY GL ARIFIED WITH THE OVERALL n'sP'�f „,. 2x4 P.T. STUD f4 kb" O.C. INTENT OF THE DRAWINGS WITH THE DE516N PROFESSIONAL OF RECORD 3/8" HARDI-PANEL EACH 51DE INTERIOR OR EQUAL PRIOR TO PROCEEDING WITH ANY WORK. SEE DETAIL 4/ELI GENERAL CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS IN THE FIELD, ANY �""` DISGREPANGIES SHALL BE REPORTED, IN Y"tliITTIN6, TO THE DE51SN PRlJFE5S10NAL OF RECORD PRIOR TO PROGfEEDIN6 WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SETT; OF THE WORK, A SET OF RECORD DRAWINGS. THE GENEiiAL GONTRAGTOR SHALL RECORD Al_L GHAN6C-5 AND DIVIATIONS FROM THE DRAWINGS ON THIS "A5-HIJILT" SET, WHfGH SHALL BE UPDATED AT LEAST WEEKLY. AT THE GL05E OF THE JOB, THE GENERAL GDNTRAGTOR SHALL PROVIDE ONE COMPLETE= SJT OF ALL "A5 -BUILT" INFORMATION C4 �c4 6 13 to 0 M } 0 0am �tbn13 C4 a r � m w Uj V � U z 0L/ 16 .ZR V EA Q z a can to m 11 11, I 0 Y "T'-5" 11-O"T 16'-6" 2-11-011 4'-2" 1:2'-0 " Tr -4", 3/0x5/0 DH _ r PFl�MIN. �A MIN 4 H\/AC URMIN: Obs EQUIP. PLATFORM - ' - n MPACT PLY'IAV. (PROTECTION F---_---- - - - - - - - - - - am cm 3/0x3/2 DH V V DP=45 MIN. cv r I� J is I 5H5C=030 MIN ,- (TYP) U-FAGT'R. MIN: 0.65 m - J I 72" VANITY ICC600 IMPACT V PLY'WD. PROTECTION in (TYP) I +�1 18' BOX TRIW FLOOR J015T 0 16" O.G. I }b1� MASTER ry1�` H/ 3/4" T46 "ADVANTECH' SUBFLOO'l I (G -TILE) - (SGREhED 4 GLUED} (2)5/Ox5/2 DH _ (DP=45 MIN. 04/0 DH Q �n-y DP=45 MIN. �,'�'� SHGG=0.30 MIN VEVROOM 2 5H60=0.30 MIN ` �+5� \ / 38" 2" - ' U-FACT'R. MIN: 0.65 (8' l U-FACT'R. MIN: Obs N�Nii .a �'' RECESS FLOOR `i IGG600 IMPACT (CARPET) ll IMPACT MA5TER FOR GURBLE56 `t PLY'WD. PROTECTION PLY WD. PROTECTION BEDROOM / SHOJI F TILE EGRE55 COMPLIANT " O (q' GL6,) ° TU13C.T. . 4 hL4Ll 5 TO 85 4) (TYP) (CARPET) GAINS OT (I; 42" AB. F J_ cV 4/Oxb/8 4/0x6/8 '�� BI FOLD BI -FOLD 116Q -8 I RAS R/5 :.. I 8` GL6 i (CARPET) - ' � � I (�ARPET I 7 - r Q} BTU✓ I - N I (9' GL6J I Q ❑ (8' GL6� r {.I 4N (CARPET) ! II o q'-lo'xIo-6- (2)3/0x5/2 DHry1 I I I F?ISP. 1 I PG?C. G� AgTTIG 15�AIR DP=45 MIN. I I - 5 I FI �t (2)3/0x5/O DH 5' 5ER6L y SH6G=0.30 MIN' I (L�►D} TUB/SHOWER I I p DP=45 MIN. `� I U-FAGT'R.MIN: 0.65 .3 J� L - - - - J - SHGG=00 MIN I_CC600 IMPACT PROTECTION R/S U-FAGT'R. MIN: 0.65 Jm I 1 I ahOO IMPACT PLY'WD. PROTECTION AL RISE = 110125EGRESS COMPLIANT s 0 1 ROOF PITCH -_.._ ..._ -=4:12.= DOWN in " �'� 5T I - O O a:^ r;ns •.:. I (TYP) 8-4 -Ia - i (TYP)1. O C� 7a (16) T I lA. I H SPEC % 1 5/0x6/8 N FIRST ` a 20 O J BI -FOLD FLOOR PLAN r- ROOF PITCH � _ '.: ; n, • ' 3/0x5/0 DH t- _ - -- - (2)3/0x5/2 DH DP=45 MIN. - - - R/5 - -" - O l J12L.11_ SH6G=0.30 MIN YP)DP=45 MIN.U-FAGT'R=O.b5 -' SHSC=0.30 MIN AI (TYP) IGGb00 PLY'HD. m �; . U-FAGT"R. MIN: Obs (I"E} R 7. " EA, �p IMPACT � � IGG600 IMPACT 16 T a 10" EA. PROTECTION = _ = b/Ox /8 - PLY'WD. PROTECTION 1 �a - - -• I = - " -- -� it - n � - (TYP) ... -, FUTWE �- v [] S45 . ; �1 CLOS. - O - A . N . BATH `��q TOR FLOOR 5Y5 ITEM 0 AM aNATOR ELEVATOR �;� - r I CdT"k MI : -Oh5 (8' G1 B� �� FRAME FLOOR PERI METER TO 15DLA FROM MBLY FLOOR I I Y SEPERA TYP FLOOR 5Y5 I ,. IG J A = AL I- - _ I - (2)3/Dx5/2 DH CRE�rT ROOM L�UND. � � ,�� , � I I DP=45 MN. (q' cLG) +'a1� NIS , I r, I 51-FOLo +sem I I -- SHIS-oil 0 MN (WOOD) " ry1 200 AMP I 8 I I -ROOFPI�GH I 'I hOVEREO U-FAGT R MIN: 0.65 18 -2 x34 -0 I I -- - -- - - _ -- - IGC6o0 IMPACT El EG. PANEL j (a) ��-411 PLY'WD. PROTECTION = PORCH II , , .� , '��; _ -- - - -- - ROOF PITCH -.. --- -- r I BEDROOM #3 I I x b 545, P.T WOOD 4, �,�': .:s �� I I DP /45 MIR01-6) I I r ' . z i� I (CARPET)- IDEGKIN6 W/ E=ASED EDGE = _ ( GL6.} - - - I .q r,i Y i F a Z'� I _ SH6G-6:30 MIN HV'°`GI v . II ° I 8'TTIG ;� R )) Q I d) U-FAGT'R. MIN: 0.65 �I I - - 7C 1 - A - - j „ IGGbOOIMPAGT � STOR/�CE X 8 O Ib O. Y +�,'ti} to I O - ( IN6 - CEILING J015, €� Ci• n ,u;i = COMPLIANT - - - - • PLY'WD PROTECTION � � ROOF PE+/ i s x > ' D Ki O 1 Di EGRESS COMP ,- ' AS DIRECTED) -- FLOOR SHEAT � � ° �. cr a I I _, I (2)3/0x5/2 DH a : " ": .. <_., i' I . I = Ib" BOX TWJ`a5 FLOOR J015T 0 Ib" O.C. I DP=45 MIN. W I (TYE') „ KITCHEN NV 314 T46 ADVANTEGH" SisFLooRIN6 SHOO=0.50 MIN q' GL6 I I �a (SGREKV 4 I U-FACT'R. MIN: Obs ❑ MPACT PLY'1^ID (PROTECTION 3/0x5/2 DH 5/Ox5/2 DH I I I I I I DP=45 MIN. 5HGC=0:30 MIN D45 - 45 =P MIN. I I I V I --- - - - --- --- -- - - --- -- U-FAGT'R. MIN: ObUlt. . MIN N, s U-FAOT' t. MIN: Obs I IGG600IMPACT ICG6OOIMPACT :3+1Sf'ANTRY (TYP) PLY YVD. PROTECTION PLY E�7. PROTECTION -. _- ��FITCH 2)2/4x5-0 DH SH6G50.O MIN - - I IIGG600 IMPIAG ( -- - - _- ; N: Oh5 -- TSP - I LY'KD. PROTECTION - - -- ti - I I _ -, �-�COVE D - - - ---- _ _ E I \B" 50. "l MEL OD" GOLUMN5 W/ GAP AND- - p ll ' BASE TRIM CONTRACTOR, REINF. 1/2110 PORCH - - I I - I/2 GALV. METAL 60 -BOLT ROD - - s _ - I x 6 545, P.T WOOD - - ' 4 5/8 " W/ BOLT FROM SLAB TO TOP ------ DEGKIN6 EASED ED6>r I A OF BEAM 3" X 3' X 3/16" 6ALV. METAL Q -- I I 1 WASHER o OP. (TYP) 11CQMPIANL -136" HL , ` � - - -- --- - _ •_-_ -_- _ � - _ ..12ETAILI/TF-"T .ELI- - I •- � _ w � ,i� '��'�` � - _,- ' ;Q`�`h � � `� �� L 4js •moi ,1.7717 (5) 2x8 K/ 15/32" PLHOOD/0.5.8. BE=TWEEN (SGRE)1,M 4 GLUED). -c , •s" "` ` �' .` i'k' BOTTOM OF BEAM 0 l AB. F.F.L. +/-(Y?RIFY) -T'-O" b' -b" 3'-2" 4'-10" 5'$" I" 14'- FIRST 4'- SEGOND FLOOR PLAN SCALE: 1/4" = I'-0" 12. 16" X 16" (NOMINAL) CONCRETE BLOCK(GBU) PIER, REINF. W/ (4) #b VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" q0" ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP 0 T" FROM TOP 0 32" O.G. VERTICALLY. 71E (2)#PA-51 STRAPS TO RODS. FILL CELL E^V 5,000 P.5.1. CONCRETE 15. lb" X 8" (NOMINAL) CONCRETE BLOGK(GBU) PIER, REINF. K/ (2) #$ VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" Ill ELL UNDER #5 ROD IN FOOTING. TIE (1)#PA-51 STRAPS TO RODS. FILL CELL W/ 3,000 P.5.1. CONCRETE. CONCRETE BLOCK(GBU) PIER TO ADJOINING 16' X 16" CBU PIER K/ HOT -DIPPED C?ALV. METAL OUR -O -WALL AT EA. COURSE. 14.- INFILLHALL CONSTRUCTION BELOW D.B.F.E. AS FOLLOWS: 2x4 P.T. STUD 0 16' O.G. 15/52" P.T. 5HEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDIN6 WITH b" EXPOSURE H/Ix4 SMOOTH, 15: 16. : ALUM LNNA�ANTINSTALS'RICT COMPLIANCE tW-OlWI CURRENT FEMA 4 GG-FDPO CODES NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVE) 1988 DATUM, UNLE55 OTHERWISE 5PEGIFICALLY NOTED. ROOF SCHEMATIC GENERAL WALL LEGEND SCALE: I/4" = l'-6" 2x4/2x6 F_XTERIORANTERIOR WALLS a 12716" O.G. P Ki rr- ;p b I ;P n n t=;p2x4 P.T. "IN -FILL" WALLS 0 16" O.G. BELOW F.I.R.M. FLOOD PLANE Z W iL T O N Q C4 43 �- N _ C4 cv r= � O Ill r a N oo�> � C4 .� CL iii I. ALL RIDGE, HIP 4 VALLEY MEMBERS SHALL BE AS REQUIRED BY 2012 IRC and 100 600. 2. ALL GABLE ENDS SHALL BE BALLOONED FRAMED WI MINIMUM OF 2x6 5TUD5 a 16" O.G. WHERE BALLOON FRAMING CANNOT BE FIRST ACHIEVED PROVIDE 2x4 a 12" O.G. W/ 15/32" 0.5.8. DIAPHRAM FLOORING. REF: 2012 1$0 4 Il 600 C E1�ER�1� RES I �E�IT I �� NOTES DO NOT REPRODUCE FLOOR WITHOUT EXPRE55E P COPYRIGHT G 2017 Vd21TTEN PE3RM19SION BY 4. DOUBLE ROOF RAFTERS a ALL SIDEWALL5 OF DORMERS. Paul 5. do Levis Paul B. doLovis ALL WORK SHALL BE IN ACGORDANGE WITH THE HOLD-DOWNS: CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. 6. PROVIDE 2x4 DIAPHRAM BLOCKING BETYJEEN RAFTERS o 16" O.G. TO 4'-O" EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE l"no 2 H STATE 4 TYBEE ADOPTED REPRE5ENTATION5 OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK a) p =ETES 5/5" X 10" lMETAL ANCHOR BOLT W/ PLAN I �1 GCURRENT O AND IDEM B5UILPIIN GODS. THE3" 20 •AGE X 3'X 3/16" 50. METAL WASHER 0 16" O.G. SCALE: 1/4" = 1`-0" ATTIC SPACE SHALL BE GR655-VENTILATED IF FIBER6LA55 BATT INSULATION Ist FLR HEATED 5/1' = 1,325 W/ NON-FERROUS METAL NUT W/ 5/8" TO E/2" NON-FERROUr' METAL REDUCER COUPLER, W/ 1/2" 2nd FLR HEATED S/F = q Includes F 15 USED EY VENT5 WITH A NET AREA OF NOT LE55 THAN ONE 50. FT. NON-FERROUS METAL "60-15OLT" ROD TO RAFTER BEARING TOTAL HEATED 5/F = 2,250 OF VENT AREA FOR EACH 150 50. FT. OF MEASURED IN PLAN. ATTIC, SPACE SHALL NOT BE GRO55-VENTILATED IF OPEN OR CL05ED CELL TOTAL UN -HEATED 5/F = 423 OR TOP PLATE. SECURE W/ 5"l6" NON-FERROUS METAL COVERED PORCHES FOAM INSULATION 15 U5W IN ROOF RAFTERS. WASHER 4 NON-FERROUS METAL NUT (REF: ICC -600 4 2012 IRO) SEE "60-5OLT" DETAILS, SHEET 505 ® = DENOTES 50LID BLOGKNG IN WALL ® ALL EXTERIOR WALLS ARE 2 X 4 0 12" O.G. EXCEPT WHERE NOTED. ALL PLUMBING WORK SHALL CONFORM TO LOCAL, ® ALL INTERIOR WALL5 ARE 2X4, EXCEPT WHERE NOTED. STATE, AND FEDERAL CODES INGLUDINS THE CURRENT EDITION 10. DENOTES -PROVIDE ADDITIONAL LAYER OF I5/32" OF THE STANDARD PLUMBIN6 CODE. 0.5.5. 5HE.ATHIN6 TO INSIDE OF ALL 5HEARWALL5 (5YO CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION LE55 THAN 7-0" IN WIDTH OR AS NOTED ON PLANS FOR WITH LOCAL OR PRIVATE UTILITY GOMPANE-5 OR AGENCIES ENTIRE WALL FOR RELOCATION OF, OR CONNECTION TO EX15TIN6 11• COLUMN PV THE FOLLOWING CONNECTORS: UTILITIES. 4x4 P.T. TOP: 51MPWN #GG 44 "Z-MAZ" COLUMN GAP © THE TOP JAMB OF EXTERIOR DOORS AND KlNDOWS TO BE W/ (2) 5/8" 6ALV. HEX BOLTS 4 KA5HER5 AT THE SAME HEIGHT ABOVE THE FIN15H FLOOR UNLE55 BOTTOM: SIMPSON #G344 7 -MAX" POST BASE NOTED OTHER WISE. W/ (2) 5/$" lHEX BOLTS 4 KA5HER5 MINIMUM Z" EMBEDMENT IN CONCRETE SEGOND FLOOR PLAN SCALE: 1/4" = I'-0" 12. 16" X 16" (NOMINAL) CONCRETE BLOCK(GBU) PIER, REINF. W/ (4) #b VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" q0" ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP 0 T" FROM TOP 0 32" O.G. VERTICALLY. 71E (2)#PA-51 STRAPS TO RODS. FILL CELL E^V 5,000 P.5.1. CONCRETE 15. lb" X 8" (NOMINAL) CONCRETE BLOGK(GBU) PIER, REINF. K/ (2) #$ VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" Ill ELL UNDER #5 ROD IN FOOTING. TIE (1)#PA-51 STRAPS TO RODS. FILL CELL W/ 3,000 P.5.1. CONCRETE. CONCRETE BLOCK(GBU) PIER TO ADJOINING 16' X 16" CBU PIER K/ HOT -DIPPED C?ALV. METAL OUR -O -WALL AT EA. COURSE. 14.- INFILLHALL CONSTRUCTION BELOW D.B.F.E. AS FOLLOWS: 2x4 P.T. STUD 0 16' O.G. 15/52" P.T. 5HEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDIN6 WITH b" EXPOSURE H/Ix4 SMOOTH, 15: 16. : ALUM LNNA�ANTINSTALS'RICT COMPLIANCE tW-OlWI CURRENT FEMA 4 GG-FDPO CODES NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVE) 1988 DATUM, UNLE55 OTHERWISE 5PEGIFICALLY NOTED. ROOF SCHEMATIC GENERAL WALL LEGEND SCALE: I/4" = l'-6" 2x4/2x6 F_XTERIORANTERIOR WALLS a 12716" O.G. P Ki rr- ;p b I ;P n n t=;p2x4 P.T. "IN -FILL" WALLS 0 16" O.G. BELOW F.I.R.M. FLOOD PLANE Z W iL T O N Q C4 43 �- N _ C4 cv r= � O Ill r a N oo�> � C4 .� CL iii I. ALL RIDGE, HIP 4 VALLEY MEMBERS SHALL BE AS REQUIRED BY 2012 IRC and 100 600. 2. ALL GABLE ENDS SHALL BE BALLOONED FRAMED WI MINIMUM OF 2x6 5TUD5 a 16" O.G. WHERE BALLOON FRAMING CANNOT BE ACHIEVED PROVIDE 2x4 a 12" O.G. W/ 15/32" 0.5.8. DIAPHRAM FLOORING. REF: 2012 1$0 4 Il 600 DO NOT REPRODUCE 5. PROVIDE 2x4 DIA60NAL BRACIN6 a 52" O.G. AT ALL GABLE END WALLS WITHOUT EXPRE55E P COPYRIGHT G 2017 Vd21TTEN PE3RM19SION BY 4. DOUBLE ROOF RAFTERS a ALL SIDEWALL5 OF DORMERS. Paul 5. do Levis Paul B. doLovis 5. DOUBLE ROOF RAFTERS $ HEADER FRAMING 0 ALL 5KYLIGHT WELLS. INFORMATION CONTAINED ON THESE DRAWIN65 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. 6. PROVIDE 2x4 DIAPHRAM BLOCKING BETYJEEN RAFTERS o 16" O.G. TO 4'-O" EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE MINIMUM a 6ABLE5 REPRE5ENTATION5 OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB 51TE AND BE RESPONSIBLE FOR SAME. ANY 015GREPANGY SHALL BE COMPLETELY CLARIFIED K1TH THE OVERALL INTENT OF THE DRAHIN65 WITH THE DESIGN PROFESSIONAL OF RECORD •AGE KITHNVERIFY SGUAREFOOT DATA: 5EINIEER'ATLGONCTRACTOR SHALLEEDINO ALL EXI5TIN5 CONDITIONS IN THE FIELD, ANY Ist FLR HEATED 5/1' = 1,325 DISCREPANCIES SHALL BE REPORTED, IN HRITTIN6, TO THE DES16N PROFE55IONAL 2nd FLR HEATED S/F = q Includes F OF RECORD PRIOR TO PROGEEDIN6 KITH ANY HORK. THE GENERAL CONTRACTOR SHAEL. MAINTAIN AT THE SITE OF THE WORK, A SET OF TOTAL HEATED 5/F = 2,250 RECORD DRAHIN65. THE 6ENERAL CONTRACTOR SHALL RECORD ALL GHANSE5 AND TOTAL UN -HEATED 5/F = 423 DEVIATIONS FROM THE DRAWINGS ON TH15 "A5 -BUILT" SETT, KHIGH SHALL BE COVERED PORCHES UPDATED AT LEAST WEEKLY, AT THE GL05E OF THE JOB, THE GENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION HARDIPLANK HORIZONTAL, SMOOTH 51DING WITH 6" EXPOSURE (TYP) 4 - EALED EXTERIOR OPENI 1 X 4 "HARDI-BOARD`!/ CORNER BOARD RAFTER BEARING LINE O PORCHE5 PORCHES AS DIRECTED �R RE5IDENGE FIRST FIN, FLR. LINE 16" X {6" (NOMINAL) PAINTED CONCRETE SLOGK(GBU) PIER, REINF. W/ (4) #6 VERTICAL BAR, OVERLAP ENDS 4OX DIA., HOOK 4" 10" ELL UNDER #5 ROD IN FOOTIN6• PROVIDE #3 - 5TIRRUP O "I' FROM TOP O 32" O.G. VERTICALLY. TIE *PA -51 STRAPS TO RODS. FILL GILL W/ 3,000 P.5.1. CONCRETE k� TOP OF HIGHEST ROOF RIDGE TYPICAL 2nd CEILING LINE WINDOW HEAD HEIGHT O SECOND FLOOR TYPICAL 2nd FLOOR LINE 16" OPEN WEBS TRL65 FLOOR SYSTEM TYPICAL lot GEILIN6 LINE I I OPEN COVERED PORCH -- --- - FLASHING IN COMPLIANCE KI - -. 100600 4 IRC 2012 _ TYPICAL 2nd GEILINC LINE WINDOW HEAD HEIEHT O BEDROOM #3 IIBTB" I-JTS. FLOOR SYSTEM NP FLOOR CEILING LINE SEE DETAIL 2/ELI SEE DETAIL 2/ELI I I 5Ff DETAIL 2/ELI I 1 I' -1- I 1I' II II I1 1I 11 1I41 I1 II � tl II, II GROUND FLOOR FIN. FLR. IUU Li Uufluut LINE T2' 1HAV88) r---APPROX. LINE OF FIN. &RADE 6.75'(NAV86)+/- 1I I I II I 16X16 AINTED I I I I I AVERAGE PROPERTY IER I! k l GRADE 6.2'(NAV5B) n �V 6 X 6 OFIBERGAST" COLUMN BY HA, 46, BEYOND RAPINE DURPINE iAPINE 1 RA I L I NO PETAL ELI SCALE: I" - I'-0" r --LL L — �-- ----- —— J L J L ----- L----- B.O.F. OF MONOLYTHIG FOOTIN65 SHALL 13E 4.2'(NAVI B.O.F. OF INDIVIDUAL PIER FOOTIN65 SHALL BE 32'1,). THESE INFILL SCREEN PANELS SHALL BE 517E OF INDIVIDUAL PIER FOOTIN55 SHALL BE: DIVIDED 4 HINGED TO BE AGGE55 TO SPACE 4'-0" X 4'-0" X 1'-6" DEEP 3000 105.1. CONCRETE BELOW RESIDENCE. ALL HARWARE SHALL BE REINFORCED WI 05 RE -RODS O 6" 0.0 EA. WAY NON-FERROUS METAL. PROVIDE 2x4 P.T. "X" BRACING AS SHOWN W/ NON-FERROUS TURN- BUCKLE 4 GABLE. PROVIDE IN CLEARANCE AT BOTTOM. 'ENTRANCE) ELEVATION from 6th AVENUE. SCALE; 1/4" = 1'-0" I X 4 "HARDI-BOARD" CORNER BOARD r �. > >a. ��. S INET IGRPIER AS DIRECTED LDE 2x4 #2 5YP, KD, 545, PRESSURE TREATED JAMB. MECHANICALLY FASTEN TO GONG. PIER PROVIDE VERTICAL STIFFINERS O 32" O.G. MAX. (4) 2x4 #2 5YP, KD, 545, PRE55URE TREATED EQUALLY SPACED HORIZONTALLY Ix4x7' Hl., #2 SYP, KD, 545, PRESSURE TREATED W/ PAIR 1" 45" "P06, PAR" GUTS AT TOP, SPACE A5 5HOWN (TYPICAL) 2 011 tdREPEATHDIMENSIONS A5 NOTED Ib"xlb" PAINTED COU jE?�),FEMA GOMPL 1,4NT IN -FILL PRI YAGY SCREEN PLAN/DETAIL SCALE 1/2"=I'-0° FEMA: Open Area of Slat/Louvers Calculations: (MINIMUM 40% CLEAR OPENING REGUIiZEP) (a) Minimum o2aning width (b) Maximum slat wldth Plus Minimum Opening Width PROJECT: Open Area of Slat/Louvers Calculations: (40.429 SHOWN) (b) 3.5"1 + 2.3 T5"(2-3/6") [5h-5" total] 4'1 x 4'-0" MIN. CLEARANCE 1 X 10 545 'GEMENTOU5 TRIM CONT. (2) 2 X 8 P.T. CONT. 2 X 2 P.T. NAILER CONT. LINE OF G.B.0UG . 4 FACE OF SERViGE YARD 5TRTLRE 5/4 X 6 P.T. DECKING LINE OF G.B.U. FOUNDATION 4 FACE OF STUD 2) 2X8 P.T. GOVT. 2 9.5 O 12' O.G. P.T. SET LOWEST STRUCTURAL MEMBER OF HVAC SiMP50N #GG 3 1/4-4 "Z-MAZ" COLUMN GA - - - - - OF HVAC PLATORM O 14.2' PER VE -13 FEMA ZONE W/ (2) 5/8" &ALV. HEX BOLTS 4 WASHERS o APPLY 2 X 4 P.F. NX -BRACING TO c o BOTTOM OF PLATFORM (TYP) c 4 X 4 P.T. P05T 2X2 P.T. NAILER I J 5 V -GRIP METAL ROOFINH A5 5PEC'D. BY BUILDER. ENTIRE ROOF ASSEMBLY SHALL BE INSTALLED IN 'I COMPLIANCE WITH 2012 IRC 4 ICG 600 STANDARDS. . I II II I � f I f, I� , 1' S�A"N'GN IN IN OMPLI II I+ I I i I I I I W/ ICC600 4 IRC 2012 --- ia v U- _i I X 4 "HARDI-BOARD I r CORNER BOARD L— : — — _J it 'ILI LED CONGEALPREFIK METAL-- - -- FLASHING AS SELECTED BY BUILDER -I X 4 "HARDI-BOARD" -- - _ - -- - - = CONGEALED PREFIN. METAL - - - -- -_ CORNER BOARD FLASHING AS SELECTED BY BUILDER - 5 V -GRIP METAL ROOFINH A5 5PECV. BY EVIL -CONGEALED PREFIN. METAL-- 51DIN& WITH 6" EXPOSURE (TY10) - — - �1CO IRE ROOF ASSEMBLY SHALL BE INSTALLED IN HARDIPLANK HORIZONTAL, SMOOTH EN FLASHING A5 5ELEC11 11 TED BY HU{LDER ___ _ COMPLIANCE WITH 2Oi2 IRC 4 ICG bO0 STANDARDS. - - -- - - - - i 00 RC 12 -- .. - - IGGb 1 I i 5TAIR 4ELL RAFTER BEARING LINE �- o 6mr �rnID� � Q N CV 0 __--- CONGEALED METAL _ _ _; FLASHING AS 5P5Cry - � . ._.. GONCEAL€D..�TA FIA5HIN6_ag fir, -=... 4 "HARD RD" I X I-OOA CORNER BOARD - - - - - - - - HARDIPLANK HORIZONTAL, SMOOTH a -- 51DINO WITH b" EXPOSURE (TYP) m 10 Y ` l y 5 V-CRIP METAL ROOFINH AS SPECV.I BY BUILDER. - TYPICAL 2nd FLOOR LINE ENTIRE ROOF A55EH%.Y SHALL BE INSTALLED IN i COMPLIANCE WI 2012 IRC 4 ICG 600 STANDARDS. - - 16" OPEN WEBS TRs155 FLOOR SYSTEM _ TYPICAL 1st CEILING LINE HORIZONTAL, - SMOOTH- -- HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" F-XF05LRE CrTiv) SHI NSI COMPLIANCE FLASHING IN -� 5 DIN6IPWITH" 6' P( = 4 IRC 2012 - (HAI Wl Ar, 2 - 1, �- 7 I X 4 "HARDI--BOARD" TYPICAL WINDOW 4 DOOR - I - CORNER BOARD FIN15HED HEAD HEIGHT I� 5" 50. "YE 110OD" COLUMNS W/ GAP AND - - BASE TRIM BY CONTRACTOR REINF. _ - -i I f . , _ I W/ 1/2"(P &ALV. METAL '60 -BOLT" ROD - 4 5/6 " ANCHOR BOLT FROM 5LA13 TO TOP - w --- _ 1, I I - _ OF SEAM W/ 3" X VX 3/16" &ALV. METAL � - IT WASHER O TOP. li I I li ! 211 I I Hk " L I 1 - I - DETAIL 1H/ElA��TEE ELI RESIDENCE FIRST 2012 IRC COMPLIANT FIN. FLR O (NAV66) 11 IIBTB" I-JTS. FLOOR SYSTEM NP FLOOR CEILING LINE SEE DETAIL 2/ELI SEE DETAIL 2/ELI I I 5Ff DETAIL 2/ELI I 1 I' -1- I 1I' II II I1 1I 11 1I41 I1 II � tl II, II GROUND FLOOR FIN. FLR. IUU Li Uufluut LINE T2' 1HAV88) r---APPROX. LINE OF FIN. &RADE 6.75'(NAV86)+/- 1I I I II I 16X16 AINTED I I I I I AVERAGE PROPERTY IER I! k l GRADE 6.2'(NAV5B) n �V 6 X 6 OFIBERGAST" COLUMN BY HA, 46, BEYOND RAPINE DURPINE iAPINE 1 RA I L I NO PETAL ELI SCALE: I" - I'-0" r --LL L — �-- ----- —— J L J L ----- L----- B.O.F. OF MONOLYTHIG FOOTIN65 SHALL 13E 4.2'(NAVI B.O.F. OF INDIVIDUAL PIER FOOTIN65 SHALL BE 32'1,). THESE INFILL SCREEN PANELS SHALL BE 517E OF INDIVIDUAL PIER FOOTIN55 SHALL BE: DIVIDED 4 HINGED TO BE AGGE55 TO SPACE 4'-0" X 4'-0" X 1'-6" DEEP 3000 105.1. CONCRETE BELOW RESIDENCE. ALL HARWARE SHALL BE REINFORCED WI 05 RE -RODS O 6" 0.0 EA. WAY NON-FERROUS METAL. PROVIDE 2x4 P.T. "X" BRACING AS SHOWN W/ NON-FERROUS TURN- BUCKLE 4 GABLE. PROVIDE IN CLEARANCE AT BOTTOM. 'ENTRANCE) ELEVATION from 6th AVENUE. SCALE; 1/4" = 1'-0" I X 4 "HARDI-BOARD" CORNER BOARD r �. > >a. ��. S INET IGRPIER AS DIRECTED LDE 2x4 #2 5YP, KD, 545, PRESSURE TREATED JAMB. MECHANICALLY FASTEN TO GONG. PIER PROVIDE VERTICAL STIFFINERS O 32" O.G. MAX. (4) 2x4 #2 5YP, KD, 545, PRE55URE TREATED EQUALLY SPACED HORIZONTALLY Ix4x7' Hl., #2 SYP, KD, 545, PRESSURE TREATED W/ PAIR 1" 45" "P06, PAR" GUTS AT TOP, SPACE A5 5HOWN (TYPICAL) 2 011 tdREPEATHDIMENSIONS A5 NOTED Ib"xlb" PAINTED COU jE?�),FEMA GOMPL 1,4NT IN -FILL PRI YAGY SCREEN PLAN/DETAIL SCALE 1/2"=I'-0° FEMA: Open Area of Slat/Louvers Calculations: (MINIMUM 40% CLEAR OPENING REGUIiZEP) (a) Minimum o2aning width (b) Maximum slat wldth Plus Minimum Opening Width PROJECT: Open Area of Slat/Louvers Calculations: (40.429 SHOWN) (b) 3.5"1 + 2.3 T5"(2-3/6") [5h-5" total] 4'1 x 4'-0" MIN. CLEARANCE 1 X 10 545 'GEMENTOU5 TRIM CONT. (2) 2 X 8 P.T. CONT. 2 X 2 P.T. NAILER CONT. LINE OF G.B.0UG . 4 FACE OF SERViGE YARD 5TRTLRE 5/4 X 6 P.T. DECKING LINE OF G.B.U. FOUNDATION 4 FACE OF STUD 2) 2X8 P.T. GOVT. 2 9.5 O 12' O.G. P.T. SET LOWEST STRUCTURAL MEMBER OF HVAC SiMP50N #GG 3 1/4-4 "Z-MAZ" COLUMN GA - - - - - OF HVAC PLATORM O 14.2' PER VE -13 FEMA ZONE W/ (2) 5/8" &ALV. HEX BOLTS 4 WASHERS o APPLY 2 X 4 P.F. NX -BRACING TO c o BOTTOM OF PLATFORM (TYP) c 4 X 4 P.T. P05T 2X2 P.T. NAILER I J 5 V -GRIP METAL ROOFINH A5 5PEC'D. BY BUILDER. ENTIRE ROOF ASSEMBLY SHALL BE INSTALLED IN 'I COMPLIANCE WITH 2012 IRC 4 ICG 600 STANDARDS. . I II II I � f I f, I� , 1' S�A"N'GN IN IN OMPLI II I+ I I i I I I I W/ ICC600 4 IRC 2012 --- ia v U- _i I X 4 "HARDI-BOARD I r CORNER BOARD L— : — — _J it 'ILI LED CONGEALPREFIK METAL-- - -- FLASHING AS SELECTED BY BUILDER -I X 4 "HARDI-BOARD" -- - _ - -- - - = CONGEALED PREFIN. METAL - - - -- -_ CORNER BOARD FLASHING AS SELECTED BY BUILDER - 5 V -GRIP METAL ROOFINH A5 5PECV. BY EVIL -CONGEALED PREFIN. METAL-- 51DIN& WITH 6" EXPOSURE (TY10) - — - �1CO IRE ROOF ASSEMBLY SHALL BE INSTALLED IN HARDIPLANK HORIZONTAL, SMOOTH EN FLASHING A5 5ELEC11 11 TED BY HU{LDER ___ _ COMPLIANCE WITH 2Oi2 IRC 4 ICG bO0 STANDARDS. - - -- - - - - i 00 RC 12 -- .. - - IGGb 1 I PFOIRCH OVERED I 1 I HANDRAIL SEE I � " `�'rIIi }�A 1 51EE I .I n�ire3i vFi I T FI i I IAII_ IMLII KI i I �N owl ,_7F 11 .,•� SIMPSON #GC 3 1/4-4 "Z-MAZ" COLUMN GAP W/ (2) 5/6' 6ALV. HEX BOLTS 4 WASHEiR5 4 X 4 P.T. POST SECTION THRU H\/AC PLATFORM. SCALE I "=1'-O" 90OF NOT 4 O G�:�:1� 35 FT i-7 ' 'YBE ISL AND CODE 4" THICK, 3000 P.S.I. CONCRETE SLAB, REINF. W/ 6X6 #10/#10 REINFORCIN5 O 3/4 LB. PER CUBIC YARD W/ 6xb #10/#10 36' O PERIMETER 4 STAIR LANPINO S E C T I O N (O CLEM, 'RY' , 45% COMPACTED, EL I SCALE 5/4"11 C:0TREATED, STRUCTURAL FILL. 6" 50. "YELLAWOOD" COLUMNS W/ GAP AND BASE TRIM BY CONTRACTOR, REINF. W/ 1/2"4' &ALV. METAL "6O -BOLT" ROD 4 5/6 " ANCHOR BOLT FROM SLAB TO TOP OF BEAM W/ 3" X 5'X 3/I6" &ALV. METAL WA5HER O TOP. FILING LINE SEEDETAIL I SEE DETAIL _ SEE DETAIL 2/ELI - D I IEE SEE DETAIL 2/ELI G 1 t Fv FLOOR FIN. FLR i PFOIRCH OVERED I 1 I HANDRAIL SEE I � " `�'rIIi }�A 1 51EE I .I n�ire3i vFi I T FI i I IAII_ IMLII KI i I �N owl ,_7F 11 .,•� SIMPSON #GC 3 1/4-4 "Z-MAZ" COLUMN GAP W/ (2) 5/6' 6ALV. HEX BOLTS 4 WASHEiR5 4 X 4 P.T. POST SECTION THRU H\/AC PLATFORM. SCALE I "=1'-O" 90OF NOT 4 O G�:�:1� 35 FT i-7 ' 'YBE ISL AND CODE 4" THICK, 3000 P.S.I. CONCRETE SLAB, REINF. W/ 6X6 #10/#10 REINFORCIN5 O 3/4 LB. PER CUBIC YARD W/ 6xb #10/#10 36' O PERIMETER 4 STAIR LANPINO S E C T I O N (O CLEM, 'RY' , 45% COMPACTED, EL I SCALE 5/4"11 C:0TREATED, STRUCTURAL FILL. 6" 50. "YELLAWOOD" COLUMNS W/ GAP AND BASE TRIM BY CONTRACTOR, REINF. W/ 1/2"4' &ALV. METAL "6O -BOLT" ROD 4 5/6 " ANCHOR BOLT FROM SLAB TO TOP OF BEAM W/ 3" X 5'X 3/I6" &ALV. METAL WA5HER O TOP. FILING LINE SEEDETAIL I SEE DETAIL _ SEE DETAIL 2/ELI - D I IEE SEE DETAIL 2/ELI G 1 t Fv FLOOR FIN. FLR 7 i �- o 6mr �rnID� � Q N CV 0 I F C4 a CL m 10 Y ` i 1 SET TOP OF STRUCTURAL - IT 11 M/JOIST EMBEROF HVAC AL I I I- PLATORM O 11.00' -1 _l.__ L J �VAE)10 FEMA ZONE 2x4 P.T "X' -BRACING ALL 4 SIDES J 1 #1&ROUND T k 1 IHUR LINE 72' V66 [1tuflmuM I I AVERAGE PROPERTY GRADE 62'(NAV56) 4X4 P.T. /1111 L L L L J r- .LL J --I WOOD P05T L - - - - - -- - J I I 16" X 161 (NOMINAL) PAINTED CONCRETE BLOGK(GBU) PIER, L -- - - - J REINF. W/ (4) #8 VERTICAL BAR, OVERLAP EN05 4OX DIA., HOOK 4" qO° ELL UNDER #5 ROD IN FOOTING. PROVIDE 03 BOTTOM OF MONOLYTHIG FOOTINGS 42' STIRRUPy O 1" FROM TOP O 32" O.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3,000 P.51 CONCRETE BOTTOM OF MONOLYTHIG FOOTINC5 42' ELEVATION from THIRTEENTH STREET SCALE: 1/4" = I'-0' i 1 16" X 16" (NOMINAL) PAINTED CONCRETE BLOCK(GBU) PIER, REINF. W/ (4) #6 VERTICAL BAR, OVERLAP ENDS 4OX DIA., I HOOK 4' 90" ELL UNDER #5 ROD IN FOOTING. PROVIDE IN #3 I I I STIRRUP O f" FROM TOP O 32" O.G. VERTICALLY. TIE *PA -51 i I STRAPS TO RODS. FILL CELL W/ 3,000 P.S.I. CONCRETE j l l l cRADEd SANDY j l l j I l j �� FILL UNDER PORCH r_LLL�--1 F_ _j II -_T I I I I I J � I _j I L --JJ -_J --- ----J �B.O.F. OF INDIVIDUAL PIER FOOTINGS SHALL _BE 3.2'(NAVSB). SIZE OF INDIVIDUAL PIER FOOTIN65 SHALL BE: 4'-0" X 4'-0' X I'-6" DEEP 3000 P.S.I. CONCRETE REINFORCED PV #5 RE -RODS O 6" OL EA. WAY NOTE: ALL REFERENCES ON THESE GONSTRUGTION DOCUMENTS ARE TO NAVD I188 DATUM, UNLE55 OTHERWISE SPEGIFIGALLY NOTED. DO T WITHOUT E.XPRE55W G WRITTEN PERMISSION BY COPYRIGHT Q 2018 Paul B. da Levis Paul B. dal -avis INFORMATION CONTAINED ON THESE PRAKINC75 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN51ON5 ON JOB 51TE AND BE RESPONSIBLE FOR SAME, ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWINGS WITH THE DESIGN PROFE55IONAL OF RECORD PRIOR TO PROCEEDIN& WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXI5TIN6 GONDITION5 IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITTIN6, TD THE DE516N PROFE55IONAL OF RECORD PRIOR TO PRDCEEDINS WITH ANY WORK. THE &ENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE WORK, A SET OF RECORD DRAWINGS. THE GENERAL GONTRAGTOR SHALL RECORD ALL CHANCES AND DEVIATIONS FROM THE DRAWINGS ON THIS "AS -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL GONTRAGTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION m tu w WZca U° Q ZU UJW o� 0; W�4 Q S ci z m� UJ� Z J rQ Q #� Q �- o 6mr �rnID� � Q N CV 0 C4 a CL m 10 Y ` m tu w WZca U° Q ZU UJW o� 0; W�4 Q S ci z m� UJ� Z J rQ Q #� Q TOP OF HIGHEST ROOF RIDGE I X 4 "HARDI-BOARD'S CORNER BOARD TYPICAL 2nd CEILING LINE BEAAl WINDOW HEAD HEIGHT • BEDROOM #2 4 9TAIRWELL RAFTER BEARING LINE -- r I X 4 "HARDi-BOARD" - jn CORNER BOARD - COIN HARDIPLANK HORIZONTAL, SMOOTH FLA 51DIN6 WITH 6" EXPOSURE (TYP) TYPICAL 2nd FLOOR LINE - -- Ib11 OPEN WEBB TRUSS FLOOR SYSTEM - TYPICAL Ist GEILIN5 LINE _ .. TYPICAL WINDOW 4 DOOR tt FINISHED HEAD HEIGHT _1 Y W I X 4 "HARDI-BOAR CORNER BOARD HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" EXPOSURE (TYP) RESIDENCE FIRST FIN. FLR. ® (NAVBb) GROUND FLOOR lit -5m I-JT5. FLOOR SYSTEM 12 4 NGEALED EXTERIOR OPE HARDIPLANK HORIZONTAL, SMOOTH FLASHING IN EXTERICOMPLOR \ _ 510IN6 WITH 6" EXPOSURE (TYPJ IC 4700 4 IRC 2012 - -- - -\ .. 1 '�II VRNER BOARD CJ BOARD CONGEALED METAL FLA5HIN6 A5 SPEGb. : EAL.ED METAL— - _ - - iHING AS 5PECV. - - -- 12 - - - - -- ----- — —_ 4 -HARDIPLANK HORIZONTAL, SMOOTH --- ----51DIN6 WITH b" EXPOSURE (TYP) -- -- -1 X 4 "HARDI-BOARD' __CORNER BOARD- - _. -- - - 1, TT - CONGEALED METAL - - FLASHIN6 lt_ rup 1_11__ A I 1 ISEE DETAIL 2/ELI I 1 = 101t] AIL_ 1 ml SET TOP OF 5TRUCTURAL T MEMBER/JOIST OF HVAC I I l PLATORM m 11.00' 1 1 I I NAVbb) PER AE -10 FEMA ZONE _I I ALL 4 51'DE5 RAGING 4_ { �} II 11 GROUND FLOOR FIN. FLR I f C LINE 7.2'(NAVBb) APPROX. LINE OF FIN. GRADE 1.00'NAV88)+/ 6 VJ)EXI5TIN6 6RAD1w 4X4 P.T. I I I I I {I WOOD P05T 1 ! f } J L ----------------- SEE NOTE #4 FD L B.O.F. OF MONOLYiHIG FOOTIN55 SHALL BE 42'(NAVbB) 1611 X 16" (NOMINAL) PAINTED CONCRETE BLOCK(CBU) PIER, REINF. W/ (4) #8 VERTICAL BAR, OVERLAP ENDS 40X DIA., HOOK 4" q0" ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP o 7" FROM TOP a 32" O.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3,000 P.S.I. GONGRETE REAR ELEVATION SCALE: 1/4" = IMI b" So. "YEL.LAWOOD" COLUMNS W! GAP AND SASE TRIM BY GONTRAGTOR, REINF. W/ 1/2110 GALV. METAL 160 -BOLT" ROD 4 5/b " ANCHOR BOLT FROM SLAB TO TOP OF BEAM W/ 3" X 3' X 3/I6" 6ALV. METAL WASHER • TOP. 16" X 16" (NOMINAL) PAINTED CONCRETE BLOGK(GBU) PIER, REINF. W/ (4) #8 VERTICAL BAR, OVERLAP ENDS 4OX DIA.,, HooK IA.,- HOOK 4" q0° ELL UNDER #5 ROD IN FOOTIN6. PROVIDE #3 STIRRUP O T" FROM TOP O 32" O.G. VERTICALLY. TIE #PA -51 STRAPS TO RODS. FILL CELL W/ 3,000 P.5.1. CONCRETE OPEN COVERED PORCH I I 51 j l 'I 'i' SEE DETAIL 2/ELI �I I I I ILL LL ------------------ BOTTOM OF MONOLYTHIC FOOTINC75 42' R I C HT SIDE ELEVATION - WALE. 1/4" = 1'-0" RAFTER BEARING LINE m PORCHES PORCHES AS DIRECTED I 8" 50. 'YELLAWOOD" COLUMNS W! GAP AND BASE TRIM BY CONTRACTOR, REINF. E W/ 1/2"(P 6ALV. METAL "60 -BOLT" ROD 4 5/8 " ANCHOR BOLT FROM SLAB TO TOP OF BEAM W/ 3" X 3' X 3/16" 6ALV. METAL WASHER 0 TOP. 'i 36" HI. HANDRAIL ELI RE5IDENCE FIRST DETAIL I/ELI, 2012 iRG COMPLIANT FIN. FLR. LINE : O'ATE I I I I 16" X Ib" (NOMINAL) PAINTED CONCRETE BLOCK(GBU) PIER, REINF. W/ (4) #8 VERTICAL BAR, OVERLAP ENDS 4OX DIA., I -T HOOK 4" 0100 ELL UNDER #5 ROD IN FOOTIN6. PROVIDE #3 I I I STIRRUP 01" FROM TOP m 32" O.G. VERTICALLY. TIE #PA -51 I I I STRAPS TO RODS. FILL CELL W/ 3,000 P.5.1. CONCRETE I- I DETAIL�I/ELI��SHEL`T ELI I 1 2012 IRC COMPLIANT STOP OF STAIR LANDING - 3/8" VERTICAL HARDI-PANEL ON OUT51DE - 2X4 P.T. WALL5 O 16" O.G. W/ 3.51' R-13 BATT INSULATION 1/2" MARINE PLYWOOD BELOW 12.00'(NAVbb}N I/2" BIG PLYWOOD BELOVE 12.00'(NAVbB) -51b, X 10' 6ALV. METAL ANCHOR BOLT 0 � 18" O.G. W/ 5"0'x5/16" 50. METAL WA5HER. 41 -011+/ -X41 -b11+/ - VERIFY W/ ELEVATOR MANUF. 'III Ilkl I I 'III �-�lII I !I 1�II! -------- — — — — LLLJ C" SEE! FOUND. - - - --- NOTE #4 4x4 P.T. COLUMNW/ THE FOLLOWIN6 CONNECTORS: TOP: 51MP50N #GG 44 "Z-MAZ" COLUMN GAP B.O.F. OF INDIVIDUAL PIER FOOTINC6 SHALL BE 32'(NAV88) W/ (2) 5/b" 6ALV. HEX BOLTS 4 W45HER5 II II 51ZE OF INDIVIDUAL PIER FOOTINGS SHALL BE: BOTTOM: 51HP50N #GB44 7 -MAX" P05T BASE 4'-0" X 41-011 X 1'-6" DEEP 3000 P.5.1. CONCRETE W/ (2) 5/8" 6ALV. HEX BOLTS 4 WA5HER5 REINFORCED W/ 05 RE -RODS m 8" OL EA. WAY MINIMUM 7" EMBEDMENT IN GONGRETE 5 V -GRIP METAL ROOFINH A5 SPEG'D. BY BUILDEF ENTIRE ROOF ASSEMBLY SHALL BE INSTALLED IN COMPLIANCE WITH 2012 IRC 4 ICG 600 STANDAR _..._ _. ONCE, ED TAL - . - LASHI " AS SPEC. I X 4 HARDI-BOARD" CORNER BOARD' U - - HARDIPLANK HORIZONTAL SMOOTH -_--_ SIDING WITH 6" EXPOSIfRE (TYP) - -- I X 14 "HARDI-BOARD" - - - CORNER BOARD �I�PEME I5GID. J I I, X 4 "H BOARD O CORNER II STAIRWELL WINDOW II II HEAD II fE16H II CONGEALED METAL LASHING AS SPEC b. ":i'� is �K ,4• ,.''��c: 1'�:• �inV ate r l'� 9'� A `}-Q 1'�V .� E N, Q TYPICAL 2nd CEILING LINE 16" OPEN WEBB TRU55 FLOOR SYSTEM TYPICAL Ist CEILING LINE _ - - EALED EXT OPEN N6 GO -- - - N4_— - - -- - - -- GOFtGEALED 1=7cT. OPENING- - - - -- if - J- TYPIGAL WINDOW 4 DOOR FLA5HIN6 IN GOMPL cotc AL13-GOMPLI,ANG� - W/ i6C600 4 IRC 2012 TYP)-- -- - - - - FIN15HED HEAD HEIGHT 2t-�0ARD" ---WH6G609 IRO 3E3F-BOR`Pi- 3ARt- - -- -- - - cy --- - -- - - -- -- CORNER �ARDARD - -- -------- - - - - - _-HAFZDIPLANK HORIZONTAL SMOOTH I - --- - - SIDING WITH b" 5P05lIRE (TYP) PLANK --HORIZONTAL, 5M00 - -- - �101N6<ktlT#�6°CONGEALED METAL ---------- - - - -- FD - StDENCE FIRST - — _. FLASHING A5 5MC,'D,- - -- -- - - R-5IDENCE FIRST -- —. —fi - FIN. FLR. GNAV65) 1187511 I-JTS. FLOOR SYSTEM OR SEE DETAIL 2/EU SEE DETAIL 2/ELI SEE DETAIL 2/ELI SEE DETAIL 2/ELI GEILIN6 LINE �- �- I I -k -.l - I . - _ I I SET TOP OF 5TRUG7URAL 1 L AJ _ -- - - l 1. I I MEMBER/JOIST OF HVAC, sONCZALED-4Q-1L----- PLATORM m II.00` NAV88) 14- PER AE -10 FEMA ZONE FLAS_HIN6 ASSPECD. AT IpED _¢- ---- -I -+I 2x4 P.T. "X -BRACING" BETWEEN EA. P05T GROUND FLOOR FIN. FLR. I I II rt Il 11 it IL .1 H r 111 11 11 t LINE 72'NAV88)� -LL I APPROX. LINE OF FIN. GRADE 6b V88 + - AVERA6E PROPERTY I I l l I I I I I i l 6RADE 6.2'(NAV6a) �L �� LL LL Illi 'III I ISI ------- ------------------------ + A -----I b xl6 ALUM FOUNDATIONMYDROSTATIG THRU- 4X4 P.T. BOTTOM OF MONOLYTHIG FOOTINGS 4.2' WALL VENT. INSTALL IN 5TRIGT COMPLIANCE WOOD POST 5E� NOTE #4 FD NON-5TRUCTURAL IN -FILL WITH CURRENT FEMA 4 GG-FDPO CODES WALL CON5TRUCTION: 2x4 P.T. STUD 0 16" O.G. 15/3211 P.T. SHEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" EXP05URE W/Ix4 SMOOTH, HARD[ -TRIM BOARDS 2 X 4 STUDS ® b" O.G. 5TA66EREC 3 1/2" ROCKWOOL INSULATION BATT; 1/2" SOUND BOAT 1/2° GYP. 2 X b CONT. TOP 4 BOTTOM PLATE 50UND DEADENING PARTITION DETAIL SCALE 1'*' -0l NOTE: ALL REFERENGES ON THESE GONSTRUGTION DOCUMENTS ARS TO NAYD I a88 DATUM, UNLE55 OTHERWISE SPEGIFIGALLY NOTED, DO NOT REPRODUCE WITHOUT EXPRE55ED COPYRIGHT C WRITTEN PERO 2018 MISSION BY Paul B. de Lavls Paul B. deLavis INFORMATION CONTAINED ON THESE DRAWIN65 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRE5E:NTATION5 OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN51ONS ON JOB 51TE AND BE RESPONSIBLE: FOR SAME. ANY D15CREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAHINC75 WITH THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS IN THE FIELD, ANY 12I5CREPANCIE5 SHALL BE REPORTED, IN WRITTIN6, TO THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROGEE'.DIN6 WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE WORK, A SET OF RECORD DRAWIN65, THE GENERAL GONTRAGTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWINGS ON THIS `A5 -BUILT" SET, WHICH SHALL 5E UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE 6ENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "AS -BUILT" INFORMATION 1 U 4 J a 7 jj #B RE -RODS DONT. 4" THICK, 3,000 P.S.I. CONCRETE SLAB REINF. W/ • i <, U a /\`. FIBERMESH 4 bxb #10/#10 A.A.M. 0 3'-O" PERIMETERS ` - _ d p (REF: I00600 4 2012 IRC,) ON 6 MIL �/ �r . a• n• • • U / / / ,' POLYETHYLENE VAPOR BARRIER ON GLEAN, DRY, 015% COMPACTED, TERMITE TREATED 5TRUGTURAL FILL. l -0118 4 SUTURE ELEVATOR SHAFT FOUNDATION 5E0TI ON elk r 1 e:' ' a s•�' L 2 SCALE I- I -O d 'III Ilkl I I 'III �-�lII I !I 1�II! -------- — — — — LLLJ C" SEE! FOUND. - - - --- NOTE #4 4x4 P.T. COLUMNW/ THE FOLLOWIN6 CONNECTORS: TOP: 51MP50N #GG 44 "Z-MAZ" COLUMN GAP B.O.F. OF INDIVIDUAL PIER FOOTINC6 SHALL BE 32'(NAV88) W/ (2) 5/b" 6ALV. HEX BOLTS 4 W45HER5 II II 51ZE OF INDIVIDUAL PIER FOOTINGS SHALL BE: BOTTOM: 51HP50N #GB44 7 -MAX" P05T BASE 4'-0" X 41-011 X 1'-6" DEEP 3000 P.5.1. CONCRETE W/ (2) 5/8" 6ALV. HEX BOLTS 4 WA5HER5 REINFORCED W/ 05 RE -RODS m 8" OL EA. WAY MINIMUM 7" EMBEDMENT IN GONGRETE 5 V -GRIP METAL ROOFINH A5 SPEG'D. BY BUILDEF ENTIRE ROOF ASSEMBLY SHALL BE INSTALLED IN COMPLIANCE WITH 2012 IRC 4 ICG 600 STANDAR _..._ _. ONCE, ED TAL - . - LASHI " AS SPEC. I X 4 HARDI-BOARD" CORNER BOARD' U - - HARDIPLANK HORIZONTAL SMOOTH -_--_ SIDING WITH 6" EXPOSIfRE (TYP) - -- I X 14 "HARDI-BOARD" - - - CORNER BOARD �I�PEME I5GID. J I I, X 4 "H BOARD O CORNER II STAIRWELL WINDOW II II HEAD II fE16H II CONGEALED METAL LASHING AS SPEC b. ":i'� is �K ,4• ,.''��c: 1'�:• �inV ate r l'� 9'� A `}-Q 1'�V .� E N, Q TYPICAL 2nd CEILING LINE 16" OPEN WEBB TRU55 FLOOR SYSTEM TYPICAL Ist CEILING LINE _ - - EALED EXT OPEN N6 GO -- - - N4_— - - -- - - -- GOFtGEALED 1=7cT. OPENING- - - - -- if - J- TYPIGAL WINDOW 4 DOOR FLA5HIN6 IN GOMPL cotc AL13-GOMPLI,ANG� - W/ i6C600 4 IRC 2012 TYP)-- -- - - - - FIN15HED HEAD HEIGHT 2t-�0ARD" ---WH6G609 IRO 3E3F-BOR`Pi- 3ARt- - -- -- - - cy --- - -- - - -- -- CORNER �ARDARD - -- -------- - - - - - _-HAFZDIPLANK HORIZONTAL SMOOTH I - --- - - SIDING WITH b" 5P05lIRE (TYP) PLANK --HORIZONTAL, 5M00 - -- - �101N6<ktlT#�6°CONGEALED METAL ---------- - - - -- FD - StDENCE FIRST - — _. FLASHING A5 5MC,'D,- - -- -- - - R-5IDENCE FIRST -- —. —fi - FIN. FLR. GNAV65) 1187511 I-JTS. FLOOR SYSTEM OR SEE DETAIL 2/EU SEE DETAIL 2/ELI SEE DETAIL 2/ELI SEE DETAIL 2/ELI GEILIN6 LINE �- �- I I -k -.l - I . - _ I I SET TOP OF 5TRUG7URAL 1 L AJ _ -- - - l 1. I I MEMBER/JOIST OF HVAC, sONCZALED-4Q-1L----- PLATORM m II.00` NAV88) 14- PER AE -10 FEMA ZONE FLAS_HIN6 ASSPECD. AT IpED _¢- ---- -I -+I 2x4 P.T. "X -BRACING" BETWEEN EA. P05T GROUND FLOOR FIN. FLR. I I II rt Il 11 it IL .1 H r 111 11 11 t LINE 72'NAV88)� -LL I APPROX. LINE OF FIN. GRADE 6b V88 + - AVERA6E PROPERTY I I l l I I I I I i l 6RADE 6.2'(NAV6a) �L �� LL LL Illi 'III I ISI ------- ------------------------ + A -----I b xl6 ALUM FOUNDATIONMYDROSTATIG THRU- 4X4 P.T. BOTTOM OF MONOLYTHIG FOOTINGS 4.2' WALL VENT. INSTALL IN 5TRIGT COMPLIANCE WOOD POST 5E� NOTE #4 FD NON-5TRUCTURAL IN -FILL WITH CURRENT FEMA 4 GG-FDPO CODES WALL CON5TRUCTION: 2x4 P.T. STUD 0 16" O.G. 15/3211 P.T. SHEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" EXP05URE W/Ix4 SMOOTH, HARD[ -TRIM BOARDS 2 X 4 STUDS ® b" O.G. 5TA66EREC 3 1/2" ROCKWOOL INSULATION BATT; 1/2" SOUND BOAT 1/2° GYP. 2 X b CONT. TOP 4 BOTTOM PLATE 50UND DEADENING PARTITION DETAIL SCALE 1'*' -0l NOTE: ALL REFERENGES ON THESE GONSTRUGTION DOCUMENTS ARS TO NAYD I a88 DATUM, UNLE55 OTHERWISE SPEGIFIGALLY NOTED, DO NOT REPRODUCE WITHOUT EXPRE55ED COPYRIGHT C WRITTEN PERO 2018 MISSION BY Paul B. de Lavls Paul B. deLavis INFORMATION CONTAINED ON THESE DRAWIN65 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRE5E:NTATION5 OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN51ONS ON JOB 51TE AND BE RESPONSIBLE: FOR SAME. ANY D15CREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAHINC75 WITH THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS IN THE FIELD, ANY 12I5CREPANCIE5 SHALL BE REPORTED, IN WRITTIN6, TO THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROGEE'.DIN6 WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE WORK, A SET OF RECORD DRAWIN65, THE GENERAL GONTRAGTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWINGS ON THIS `A5 -BUILT" SET, WHICH SHALL 5E UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE 6ENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "AS -BUILT" INFORMATION 5 V --CRIMP METAL ROOFING INSTALL IN COMPLIANCE W/ - 150 MPH MANUFACTURERS SPECIFICATIONS ON ROOFING FELT AS SPELV BY METAL ROOF MANUFACTURER. ON 15f32" 0.5B. SHEATHING ON 2 X 6 RAFTERS a 16" O.G. ENTIRE ROOF ASSEMBLY SYSTEM SHALL BE INSTALLED IN STRICT COMPLIANCE WITH 130 MPH WIND RATING AS NOTED IN THE 2012 IRC 4 IGC 600 GORES SIMP50N # HIO a EA. RAFTER (OUT51M 6ALV. HURRICANE ANCHOR CLIPS m 16" O.G., ATTACH IN AGGORDANCE W/ MANUF. SPECIFICATIONS 1015# UPLIFT PER CONNECTION PATTERN. 2x6 BLOCKING BETWEEN EACH RAFTER 5/6" BD EXT. PLYWOOD W/ V-GROOVE5 O 4" O,G. CUT BETWEEN RAFTER TAILS �; c Yip,: „:•, ,':� "�,�': .:. .4''� i a ]=y�,!'1 �(� 4-41'� �pp,�• g•{�6pp'��3� 3ep�-y@��ep��, !`y ,`' 4 i 9 `! R lT� fes./ 1'c -P tti V a 4jij (� E � l i�E D -0 _ _ LOW PROF'.:7- =FZL:PN. A LIM. EAVE DRIP CON'T Ix2 " MIRATEG" OR EQUAL CONT IXI2 " MIRATEG" OR FGEUAL GON'T GUT BET'VEETL EACH LOOKOUT RAFTER NOTE: ALL 51MP5ON METAL, CL.IP5, TIES AND STRAPS SHALL BE INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDED INSTALLATION NOTE: ALL STRICT. MEMBER5 AND ANY EXTERIOR MATERIAL 5HALL MEET OR EXCEED A 130 M.P.H. (MIN) WIND LOAD AND MEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY THE TYSEE 15LAND BUILDING DEPARTMENT INCLUDING 166600 4 2012 IRC STANDARDS. NOTE ALL 00145TRUCTION MATERIALS BELOW (SFE) PLUS I FOOT *HALL BE CLA55 #4 OR #5. ON THI5 RESIDENCE TYBEE 5LAND AHJ HAS DETERMINED THIS TO BE II.OD' (NAVD IOMN PROVIDE 50LID MA50NARY STUCCO TRIM, SURROUND AND PILA5TER5, NO QUIK-R, B -BOARD OR 51WLAR PRODUCT, SHALL BE USED 15/32" 0.5.15. 5HEATHIN5 (LAY HORIZONTALLY) , NAIL IN ACCORDANCE W/ IGGbOO 4 2012 IRC, 130 MPH NAILING STANDARDS ON ENTIRE EXTERIOR. "MILDIN61i4RAP" AS 5 5C!P. INSTALL IN COMPLIANCE W/ 10G600 4 2012 IRO, 130 M,P.H. WIND STANDARDS. 5/16"x"11.1/4" HARDIPLANK HORIZONTAL, SMOOTH SIDING OR EQUAL WITH 6" EXPOSURE. INSTALL IN COMPLIANCE W/ IG0600 4 2012 IRC, 150 M.P.H. WIND STANDARDS. 0.026 PREFIN. ALUM. INTE=R5RATED FLASHING CONT. W/ 40 MIL SELF ADHESIVE FV0 FLASHING (I/2) 2 X 4 P.T. DURAPINE O 150 SLOPE CONT. N I X 12 "MIRATEC" OR EQUAL TRIM BOARD CONT. 11-7/8" HI. PARRALLAM OR MICROLAM PERIMETER - - - DES I C N LOAD TABLES - BEAM. SEE DWG. FPI FOR BEAM SIZE ICON T.5/b" WIN6- 12 IRCAMENDMENTS 4 OCIC 600) STANDARDS FOR F&TIWNEN GTIDN SIDING OR EQUAL WITH 6" EXPOSURE. M.R 4 W.P. GYP. BD. W/ FOBER6LASS TAPE AND FIREMUD INSTALL IN STRICT COMPLIANCE W/ NSTMI HI REGIONS 2x4 WD. BOTTOM PLATE CONT. SET-IN CONTINUOUS INSTALL IN COMPLIANCE W/ ICC600 4 2012 IRC, CAULK ALL VOIDS W/ FIRECAULK WIND SPEED: 150 M.P.H. LUM1E►ER SPECIES: #2 S.Y.P. K.D. MEDIUM GRAIN 1/4" MIN. CAULK DEAD (AIR TIGHT) 150 M.P.H. WIND STANDARDS. AREA L/L D/L T/L L/RATIO REMARK5 W BEDROOM5 50 15 65 41DO PER IGGb00 4 2012 IRG I I I GREAT ROOM / LIVING ROOM 50 15 65 4bO .032 FRE IN. ALUM. INTERGRATED FLA5HIN6 CONT. Ix4 P.T. GON'T. MECHANICALLY FASTEN TO PIER DININ6 ROOM 50 15 65 460 = W/ 40 MIL SELF ADHESIVE PVC FLASHING FULL DEPTH 6ALV. METAL I-JOEST HANGER FAMILY ROOM 50 15 65 480 - II II BREAKFAST / MORNING ROOM 50 15 65 400 TURN LAYER OF 6 X 6 X 010/#10 �rs ',riT tl:•,�.dl CLOSET 50 15 65 480 k 4.1 I 2xI2 P.T. WD. PLATE ON .026 FRE IN. BONUS' ROOM 50 20 70 480 -.Yt F I I I I FOYER WOOD FLOOR 50 15 65 480 5/4" T46 'SOLD SEAL" SUB -FLOOR, GLUED 4 SCREWED V-0" INTO HORIZONTAL GONG. AT ENTIRE PERIMETER MIL FOYER W I" TILE FLOOR 50 40 110 720 RECESS FLOOR FOR TILE NON-F=ERROUS METAL ANCHOR BOLT (I) m EA: PIER ON 3b0111.675" TJI I-JO15TO 16" O.G. Al 5" X 3" X 5/16" NON-FERROUS METAL SQUARE WASHER. KITCHEN WOOD FLOOR 70 25 115 480 ))� Y" Imo} W/ 3-1/2" 0.50 P5F OPEN CELL FOAM INSULATION BETWEEN JOIST. KITCHEN W/ I" TELE FLOOR 70 40 IID 720 RECESS FLOOR FOR TILE - it PROVIDE (2) TWO SIMPSON #PA51 NON-FERROUS METAL TIE -DOWN BATH W/ STAND. GER. TILE 70 50 100 720 ON GLEAN, DRY, 95% COMPACTED, TREATED, APPROVED r BATH I" TLE FLOOR 70 40 110 720 RECESS FLOOR FOR TILE FIRST FLOOR FIN. ELEV.= SEE EXT. ELEV5 777 7 URETHANES 5EALANT - FIRST FLOOR FIN. ELEV.= SEE EXT. ATTIC FLOORS Q=IMITED 5TOR 50 15 45 4bO MINIKH 5'-C" HEAD ROOM MANUFACTURER'S SPECIFICATIONS. ATTIC FLOORS STORAGE 40 15 55 460 F77IO SHR AU ' OPEN CELL .50 P5F FOAM INSULATION II'� II II II ATTIC, FLOORS (NO STORAGE) 20 10 30 560 LESS THAN f -O" HEAD ROO1' 12 { IEGG CODE COMPLIANT AT ALL AREAS. - ' , ROOF LOAD ARCH. SHINGLES 55 15 50 240 12. �_� L��; �'' INSTALL PER MANUFACTUREW5 5PECIFICATIONS PROVIDE 3/16" SPACING BETWEEN BOARDS ROOF LOAD (FLAT) 35 25 60 240 �c DECK W/ WATERPROOF MEMBRANE 50 25 75 480 - ADD 20# P.L.F. FOR PARTITION LOAD5 WHERE APPLICABLE. "I I FULL DEPTH RIM JOI5T ADD FOR POOL TABLES, WATER BEDS, ETC. HOOK 4'1100 ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 y - -�•,- �`,- ft' P n �- a.y s b �`..i�E�1E ADD 5# TO D/L FOR SECOND FLOOR APPLICATIONS. DESIGN LOADS AS OF 1/1/2014 3/4"T 4 6 "GOLD SEAL" SUB -FLOOR, 6LUED 4 SCREWED Och—1's, ��= �,,tu Am *tach end. - ON 18" PEEP OPEN WEBS ..1019T ®16" O.G. STRAPS TO RODS. FILL CELL W/ 5p00 P,S.I. CONCRETE ! I {�-'L�� STRUCTURAL STUD LEOE I `� TYBEEMININRIMDB.FE.11.00'(NAVaa) FINISHED ELEV. a BUILDING ---------------_..------- yl -.IL L WIND SPEED CONSTRUCTION CRITERIA: 2012 IRC W/ GA. AMENDMENTS 4 (ICG 600) STANDARDS FOR RESIDENTIAL -------- CONSTRUCTION IN HIGH l^EIND REGIONS SEE CIVIL L=NG. DRAWIN65 WIND SPEED: 150 M.P.H. - I -' - — YdALL LOCATION CEILING HE16HT STUD SIZE D.G. SPACING EXTERIOR 81-0" 2 x 4 16" FROM BOSWELL DESIGN SERVICES --i EXTERIOR 2 x 4 12" 11 I I EXTERIOR 10 -0 2 x 6 12" OR 161, 1 #5 BAR VERT. • 32" O.G. TURN EXTERIOR E2' -D" 2 x b 12" EXTERIOR, 14'-0" 2 x b 12" 4 DBL. a 56" INTO SLAB 24" MIN.- INTERIOR 81—Oil13 2 x 4 16 INTERIOR (II -Oil 2 x 4 1611 INTERIOR 101-0" 2 x 4 16" INTERIOR I2'-0" 2 x b 1611 INTERIOR 14'-0" 2 x 6 12" I --- �I p - s EXTERIOR 16'-O" 2 x b 1211 DES16N LOADS A5 OF 1/1/2014 �i I/2" 6YP5UM BOARD, 5CREW 4 GLUE I— CAULK 4 SEAL ALL CORNERS 4 PENETRATION AIR -TIGHT FLOOR E30X TiRU55 DF-5I6N LOAD5 1) LIVE LOAD - SEE DESIGN LOAD TABLE, SHT. SCI 11, I I 2) DEAD LOAD - SEE DESIGN LOAD TABLE, SHT. SCI i I 3) PARTITION LOAD - SEE DE516N LOAD TABLE, IGC 600 I`I v I II I 4) GENERAL CONTRACTOR SHALL COORDINATE 3000 5 . Gl7NGRETE MONOLY7HIG FOOTING I — / , RE NF (2) 2 X 4 WOOD TOP PLATE CONT. BETWEEN TRD55 MANUFACTURER 4 HVAC - MIN. 4b" OVERLAP (REF: ICG 600 4 2012 IRC) CONTRACTOR TO ALLOW FOR PROPER + SIZE DUCT CHASE' -5 THRU FLOOR 5Y5TEM. � 2 X 4 FURi_IN5 CUT BETHMN II 5) TRJ55 MANUFACTURER SHALL PROVIDE { WOOD STUDS,TO -- GENERAL CONTRACTOR, DESIGNER, E OWNER p COMPLETE CERTIFIED, ENGINEERED, DETAILED SHOP 'I -DI –OI DRAWINSS FOR APPROVAL PRIOR TO 1/211 160 -BOLT" ROD OR EQUAL -ATTACH W/ "60 -BOLT" I JT PROGIEEDIN6 WITH ANY WORK. 4 5"� 5"x3/Ib" SQUARE NON-FERROUS METAL WASHER AT SHOP DRAWINGS SHALL GEAR THE SEAL 4 RE615TRATION I I� TOP PLATE 4 "6o -BOLT" NUT W/ 3" X 5"X 3/16" NUMEI:R Or- A STATE OF GEORGIA PROFESSIONAL OR SQUARE NON-FERROUS METAL WA5HlER a BOTTOM OF PERIMETERSTRUCTURAL ? ENGINEER. 11 SEAM W/ 5/b" ALL THREAD NON-FERROUS ROD ® ALL TIE -DOWN } LOCATIONS A/ 3" X 5" X 3/16" 5QUARE NON-FERROUS METAL WASHER. b) PARALLEL FLOOR TRU5SE8 SHALL BE IN ACCORDANCE USE "60 -BOLT" COUPLER AS REQUIRED. WITH 10C 600 4 2012 IRC l LOCATE HOLD-DOWN AS LAYOUT FURNISHED BY -4 "60 -BOLT". ATTACH IN STRICT COMPLIANCE� 7) SFS LOAD TABLES ON SHEET SCI FOR DESIGN OF FLOOR 4 CORER BENDS 4oX DIA. ^u W/ MANUFACTURER SPECIFICATIONS. o TRUSSES. REFER TO MANUFACTURERS DRAWIN55 FOR EXACT { (REP: ICC600 42012 IRC) LOCATION. ORAWIN65 TO BE SUBMITTED FOR APPROVAL BEFORE C.ON5TRUCTION ROD GROSSED a 460 O.C. - 2X4 STUD5 ® 12" O.G. W/ 3-1/2" .50 PEF I OPEN CELL FOAM INSULATION BETWEEN. J I I - - 11 o _�$UE AULPENETRATION I I KYPSUM 4 SEAL ALL CAIR-TI6HT — NON-FERROUS METAL NUT K/ 5/5" TO 1/2" NON-FERROUS METAL RE X6ER COUPLER, W/ 1/2" -- i 144 NON-FERROUSMETAL THREADED ROD TO RAFTER BEARING PLATE. SECURE W/ 3"0"0116" ION -FERROUS METAL WASHER 4 NON-FERROUS METAL NUT. 4 20 BOTTOM OF MONOLYTHIG FUOTI NEz 11-7/8" HI. PARRALLAM OR MICROLAM PERIMETER - - - 5116"x7-1/4" HARDIPLANK HORIZONTAL, SMOOTH - BEAM. SEE DWG. FPI FOR BEAM SIZE ICON T.5/b" SIDING OR EQUAL WITH 6" EXPOSURE. M.R 4 W.P. GYP. BD. W/ FOBER6LASS TAPE AND FIREMUD INSTALL IN STRICT COMPLIANCE W/ 2x4 WD. BOTTOM PLATE CONT. SET-IN CONTINUOUS INSTALL IN COMPLIANCE W/ ICC600 4 2012 IRC, CAULK ALL VOIDS W/ FIRECAULK MANUFACTURER'S SPECIFICATIONS. 1/4" MIN. CAULK DEAD (AIR TIGHT) 150 M.P.H. WIND STANDARDS. PERPENDICULAR BLOGKIN6 AS W PER IGGb00 4 2012 IRG I I I O .032 FRE IN. ALUM. INTERGRATED FLA5HIN6 CONT. Ix4 P.T. GON'T. MECHANICALLY FASTEN TO PIER = W/ 40 MIL SELF ADHESIVE PVC FLASHING FULL DEPTH 6ALV. METAL I-JOEST HANGER �i.E'si`; :b�}ASgPai x - II II ® EA, I -JOIST END (TYPICAL..). TURN LAYER OF 6 X 6 X 010/#10 �rs ',riT tl:•,�.dl (1/2) 2 X 4 P.T. DURAPINE a 150 5LOPE DONT. k 4.1 I 2xI2 P.T. WD. PLATE ON .026 FRE IN. a s TH{•}C� �?y a d- `.- -.Yt F I I I I Al UM. SHIELD(CONT) WI 51b" x 10"Z; 5/4" T46 'SOLD SEAL" SUB -FLOOR, GLUED 4 SCREWED V-0" INTO HORIZONTAL GONG. AT ENTIRE PERIMETER MIL NON-F=ERROUS METAL ANCHOR BOLT (I) m EA: PIER ON 3b0111.675" TJI I-JO15TO 16" O.G. Al 5" X 3" X 5/16" NON-FERROUS METAL SQUARE WASHER. OVER 6 V15GLEEN VAPOR BARRIER W/ 3-1/2" 0.50 P5F OPEN CELL FOAM INSULATION BETWEEN JOIST. PROVIDE (2) TWO SIMPSON #PA51 NON-FERROUS METAL TIE -DOWN ON GLEAN, DRY, 95% COMPACTED, TREATED, APPROVED s :x % ' t PER EACH PIER ATTACH IN STRICT COMPLIANCE W/ FIRST FLOOR FIN. ELEV.= SEE EXT. ELEV5 777 7 URETHANES 5EALANT - FIRST FLOOR FIN. ELEV.= SEE EXT. STRUCTURAL FILL. MANUFACTURER'S SPECIFICATIONS. _—` F77IO SHR AU II'� II II II Ix6 #I SYP, P.T. 545 DEGKIN6 K WA5W EDGE. - ' , h �+ PROVIDE 3/16" SPACING BETWEEN BOARDS 16" X Ib' (NOMINAL) PAINTED CONCRETE BLOCK(GBU) PIER, REINF. �c p n—d I r , . h „:��2. �'�1" E1� �ts��t 371 WI (4) #6 VERTICAL BAR, OVERLAP ENDS 4OX DIA., "I I - 11-7/8" HI. PARRALLAM OR MICROLAM PERIMETER - - - ,,,,-II 1L - BEAM. SEE DWG. FPI FOR BEAM SIZE ICON T.5/b" M.R 4 W.P. GYP. BD. W/ FOBER6LASS TAPE AND FIREMUD INSTALL IN STRICT COMPLIANCE W/ I CAULK ALL VOIDS W/ FIRECAULK MANUFACTURER'S SPECIFICATIONS. I I I k PERPENDICULAR BLOGKIN6 AS PER IGGb00 4 2012 IRG I I I Ix4 P.T. GON'T. MECHANICALLY FASTEN TO PIER I REINFORCING m 3/4 LB. PER CUBIC YARD 4 FULL DEPTH 6ALV. METAL I-JOEST HANGER �i.E'si`; :b�}ASgPai x - II II ® EA, I -JOIST END (TYPICAL..). TURN LAYER OF 6 X 6 X 010/#10 �rs ',riT tl:•,�.dl j! 4.1 I 2xI2 P.T. WD. PLATE ON .026 FRE IN. a s TH{•}C� �?y a d- `.- -.Yt F I I I I Al UM. SHIELD(CONT) WI 51b" x 10"Z; T` ifio�" V-0" INTO HORIZONTAL GONG. AT ENTIRE PERIMETER MIL NON-F=ERROUS METAL ANCHOR BOLT (I) m EA: PIER Al 5" X 3" X 5/16" NON-FERROUS METAL SQUARE WASHER. OVER 6 V15GLEEN VAPOR BARRIER PROVIDE (2) TWO SIMPSON #PA51 NON-FERROUS METAL TIE -DOWN ON GLEAN, DRY, 95% COMPACTED, TREATED, APPROVED s :x % ' t PER EACH PIER ATTACH IN STRICT COMPLIANCE W/ STRUCTURAL FILL. MANUFACTURER'S SPECIFICATIONS. F77IO SHR AU II'� II II II -S "'OX, 205.5.3 PAINTED G$U 16" X Ib' (NOMINAL) PAINTED CONCRETE BLOCK(GBU) PIER, REINF. �c p n—d I r , . h „:��2. �'�1" E1� �ts��t 371 WI (4) #6 VERTICAL BAR, OVERLAP ENDS 4OX DIA., "I I - HOOK 4'1100 ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 y - -�•,- �`,- ft' P n �- a.y s b �`..i�E�1E II II STIRRUP a 7" FROM TOP o 32" O.G. VERTICALLY. TILE #PA -51 Och—1's, ��= �,,tu Am *tach end. - STRAPS TO RODS. FILL CELL W/ 5p00 P,S.I. CONCRETE TYBEEMININRIMDB.FE.11.00'(NAVaa) FINISHED ELEV. a BUILDING ---------------_..------- yl -.IL L -------- II' r,.– - - - - - - - - - - ,,,,-II 1L - SMA B.FE. lo.00'{N- - ll W 4" THICK, 3000 P.5.1. CONIC. SLAB, REINF. W/ FIBERME5H REINFORCING m 3/4 LB. PER CUBIC YARD 4 TURN LAYER OF 6 X 6 X 010/#10 �rs ',riT tl:•,�.dl AAM. 50" INTO VERTICAL GONG. AND -.Yt F V-0" INTO HORIZONTAL GONG. AT ENTIRE PERIMETER MIL OVER 6 V15GLEEN VAPOR BARRIER ON GLEAN, DRY, 95% COMPACTED, TREATED, APPROVED s :x % ' t STRUCTURAL FILL. GROUND FLOOR FIN. FLR LINE = 7.20' (NAVbb) "I I FINISHED ELEV. a BUILDING III �I yl SEE CIVIL L=NG. DRAWIN65 - I -' - — FROM BOSWELL DESIGN SERVICES --i 11 I I _ 1 #5 BAR VERT. • 32" O.G. TURN 620' AVERAGE EXISTIN6/NATiJRAL GRADEHORIZONTALLY INTO SLAB 24" MIN.- I --- �I p I— I I I i I I - v I II I 3000 5 . Gl7NGRETE MONOLY7HIG FOOTING I — / , RE NF W/ FIBERNE5H - I � II I - -- u- 'I -DI –OI I- i _( 2) #I5 BAR NT. (5070 M) OVERLAP ENDS 4 CORER BENDS 4oX DIA. ^u ROD GROSSED a 460 O.C. - I - b I - - II -- I — — I I ISI I ' I -- v rn _ 4 20 BOTTOM OF MONOLYTHIG FUOTI NEz I l - O 7 F OTIN6 3.2 BOTTOM OF INDEPENDENT O � � I I FOOTING DESIGN PER TYBE� ORDINANCE ' - - I — -- - # 14 - � 27A-20 SEG. 11 043 D DATED 4 26 201 , ' i I I •, z I I I I I S _ 371 r �y T It P y '15.1` 3 I7—�II Qli e T'YFIOAL MALL SECTION 0 PERIMETER FIE R SGI 50ALE: I"= I'-011 ._:A•-/_t'�y�:_ A RESI[=> EE " C IFE for SALTWIND CONSTRUCTION CO. L.L.C. LOT #215, 1302 6th AVENUE, TYSEE 15LAND CHATHAM COUNTY, 6EOR61A 31328 2x10 #2 SYN, P.T. FLOOR JOIST 0 16" O.G. 2x2 #2 SVP, P.T. NAILER CONT. Ibd 6ALV. NAIL a MIN. 4" O.G. 2x10 #2 SYP, P.T. DE=CK LEDGER. ATTACH W/ 11" NON - THREADED ROD STA66ERE D a 24" O.G. TOP 4 BOTTOM W/ NON-FERROUS' NON-FERR0)5 NUT 4 WASHER EA. 510E (TYP). (REF: IOC600 4 2012 IRC W/ 6A. AMEND 502.2.2.1) CONCEALED 0.026 NON-FERROUS METAL FLA5HIN5 CONT. MIN. I6' VERTICAL 4 2" ON SLOPE. LAP JOINTS MIN. 11-7/6" HI. PARRALLAM OR MICROLAM PERIMETER BEAM SEE VAC. FPI FOR BEAM 51ZE CONT. INSTALL IN 5TRIGT COMPLIANCE W/ MANUFACTURER'S SPECIFICATIONS. 2xb P.T. WD. PLATE CONT. RECESS ROD 4 BOLT —1— il\i i .1. 4V11 I. FULL DEPTH 6ALV. METAL I-JO15T HANGER a EA, I-JO15T END (TYPICAL). 5/b" M.R 4 W.P. GYP. BD. W/ FODER5LA55 TAPE AND FIRD-w CAULK ALL VOIDS W/ FIREGAULK 5/4" T 4 6 "ADVANTEG" SUB -FLOOR, GLUED 4 SCREE ED ON 360/11.875" TJI I-JOI5T@ Ib" O.G., EXCEPT 12" 0.0 O KITCHEN, LAUNDRY 4 MASTER BATH SPAN W/ 5-1/2" 2.0 P5F "OPEN -CELL IN51.11-ATION PERPENDICULAR BLOCKING AS PER IG4600 4 2012 IRC NOTE: ALL 51MP50N METAL, CLIPS, TIES AND STRAPS SHALL BE INSTALL IN STRICT AGGORDANCEE WITH MANUFACTURER -5 RECOMMENDED INSTALLATION NOTE: ALL STRUCT. MEMBE R5 AND ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 130 M.P.H. (MIN) WIND LOAD AND MEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY THE TYSEE ISLAND BUILDING DEPARTMENT INGLUDIN6 164600 4 2012 IRC STANDARDS. PROVIDE SOLID MASONARY STUCCO TRIM, SURROUND AND PILASTERS, NO QUIK-R, B -BOARD OR 51MULAR PRODUCT, SHALL BE USED NOTE: ALL STRUCTURAL MEMBERS 4 ANY EXTERIOR MATERIAL SHALL MEET OR EXCEED A 130 M.P.H. (MIN) WIND LOAD 4 MEEEET OR EXCEED ALL BUILDING CODES AS ADOPTED BY TYSEE AHJ BUILDING DL:ARTMENT, INCLUDING THE FOLLOWING: ICG 600 4 2012 IRC NOTE: GENERAL CONTRACTOR SHALL ACQUIRE A COMPLETE SET OF SHOP DRANIN65 FROM THE TRUSS MANUFACTURER EEARIN6 A SEAL AND CERTIFICATION FROM A 6EOR61A REGISTERED AND LICENSED PROFESSIONAL ENGINEER. NOTE ALL CONSTRE.EGTION MATERIALS BELOW (AE 10, 5FE) PLUS I FOOT TO BOTTOM OF LOWEST STRUCTURAL MEMBER SHALL BE CLASS #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBE E ISLAND HAS DETERMINED THIS TO BE II.00' (NAVD 19bb) 4 BASED ON INFORMATION PROVIDED BY: SUNDIAL LAND SURVEYING, P.G. 100 COMMERCE COURT, POOLE'R, GEORGIA 31522 0:912-748-2147, E:MHu55eeyyDSundlalLcnd5urvc4l .com MICHAEL A. Re5EY, 6EOR61A REC715MRW PL5 #2509 DATED: AUGUST 16, 2018 NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARS TO NAVD 11bb DATUM, UNLE55 OTHERWISE SPECIFICALLY NOTED, 51JI LD I NC r:)ES I C NEER / PLANNER DO NOT REPROD M WITHOUT PERE XPRESSED WRITTEN MON BY COPYRI6IT © 2016 Poul B. de Levis Pail B. deLevis INFORMATION CONTAINED ON THESE DRAWINGS 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRE:5ENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB SITE AND BE RESPON51BLE FOR SAME. ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWINGS WITH THE DESIGN PRDFE5 IONAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EEXI5TIN6 CONDITIONS IN THE FIELD, ANY P15CRE PANCIM SHALL BE REPORTED, IN WRITTIN6, TO THE DESIGN PROFESSIONAL OF RECORD PRIOR TO PROCEDIN6 WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE WORK, A SET OF RECORD DRAWINGS. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATION5 FROM THE PRAHINC75 ON THIS "A5-BUIL7" SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "AS -BUILT" INFORMATION 2 Edgewood Road 5avannah, 5eorgia 51404 ,6112-256-5-151 bdl deLevis x om DESUSED BY: DRAWN BY: CHECKED BY- DATE: F. 5. d. F. 5. d. MAY 22,201b REVISIONS I —1 — .' JUNE 16, 2018 AMT 20, 2018 PI+tCJECT NO. FK 1302 06130 -TYBEE SHEET NO. 11--1/8" HI. PARRALL.AM OR MICROLAM. SEE DH6. FPI FOR BEAM SIZE CONT. INSTALL IN STRICT COMPLIANCE H/ MANUFACTURERS SPECIFICATIONS. 3/4" T d 6 'GOLD SEAL" 5U5 -FLOOR, SLUED 3 5CREWED ON IS" DEEP OPEN AEBB J015T a 16" O.G. 1/2" GYPSUM BOARD, SGREH 16LUE CAULK 4 5EAL AIL.. GORNEtS E PENETRATION AIR-T16HT II (2) 2 X 4 HOOD TOP PLATE CONT. II MIN. 48" OVERLAP (REF: IGC 600 a 2012 IRC,) LOCATE AT INTERIOR PIERS OR AS NOTED ON FLOOR PLA1 1/2" "50-13OLT" ROD OR EQUAL - ATTACH W/ "60 -HOLT" y4 3"x3"x3/16" SQUARE NON-FERROUS METALWASHER ATTOP PLATE d "60 -BOLT" NUT W/ 3" X 3" X 3/Ib" SQUARE NON-FERROUS METAL WASHER a BOTTOM OF PERI BEAM W/ 5/8' ALL THREAD NON-FERROUS ROD a ALL TIE -1 LOCATIONS W/ 3" X 3" X 3/Ib" S=ARF NON -FE RtROU5 META USE "6O -BOLT" COUPLER A5 REQUIRED, LOCATE HOLD-DOWN AS LAYOUT FURNISHED BY I '60 -BOLT'. ATTACH IN STRICT COMPLIANCE= IN MANUFACTURER SPECIFICATIONS. I (REF: IGC600 $ 2012 IRC) L 2X4 STUDS a 1611 O.G. NON-FERROUS METAL NUT W/ 5/8" TO 1/2' NON-FERROUS METAL REDUCER COUPLER, W/ 1/2" NON-FERROUS METAL THREADED ROD TO RAFTER BEARIf PLATE, SECURE W/ 3"0"0/16" NON-FERROUS METAL WA5HER 4 NON-FERROUS METAL NUT. 2x4 WD, E3OTTOM PLATE CONT, 5ET-IN GONTINUOU5 1/4" MIN. CAULK HEAD (AIR T16HT) 3/4" T 4 6 "60LD 5EAL" SUB -FLOOR, 6L.UED 4 ON 360/11.815' TJI I- JOISTS 16" O.G., EXCEPT 1: W/ 3-1/2" 2.0 P5F OPEN CELL FOAM INSULATIOE FIRST FLOOR FIN. ELEV.=5EF EXT. ELEV5. U?ERPENDIGULAR BLOCKING AS PER 104600 8 2012 IRC SO' M.R 8 H.P. 6YP. BD. W/ FOBEROLA55 TAPE AND FIREMUD CAULK ALL VOIDS W/ FIREGAULK I Ix4 P.T. CONT. MECHANICALLY FASTEN TO PIBR 411— 2x€2 P.T. HD. PLATE ON 22 GAUGE PREFIN. 11 ALUM. SHIELD (CONT) W/ 5/8" x 10" 11 _ NON-FERROU5 METAL ANCHOR BOLT (1) L EA. PIER W/ 3' X 3" X I/8' NON-FERROUS METAL SQUARE WA5HER. PROVIDE (2) THO SIMPSON #PA5€ NON-FE=RROU5 ME=TAL TIE -DOWN I1_ PER EACH PIER. ATTACH IN STRICT 71ANOF: H/ 11 MANUFACTURERS SPECIFICATIONS. Lijj ib" �C 16" (NOMINAL) CONCRETE BLOGK(CBU) PIER, RE INF. I I W/ (4) #b" VE=RTIGAL BAR, OVERLAP ENDS 4OX DEA., HOOK 4" 90° ELL UNDER #5 ROD IN FOOTING. PROVIDE #3 STIRRUP ST FROM TOP a 32" O.C. VERTICALLY. TIE (2�A-51 STRAPS TO ROD5. FILL CELL W/ 3p00 P.S.I. CONCRETE II II TYBEE MINIMUM DB.F.E. f 1.0O'(kAVBB) --------- - - --- - II II - 11 II I I I I FEMA B.F.E. 10.00'(NAV88) ------------- :3 11 _________-_- 4" THICK, 3000 P.S.I. GONG. SLAB, REINF. W/ FIBERNIESH II 11 REINFORCING a 3/4 LB. PER CUBIC YARD 6 96"X9b" MAT OF 6 X 6 X #10/#10 W.W.M. AT EACH PIER LOCATION II 11 OVER 6 MIL VI5GLEN VAPOR BARRIER 1I I I ON GLEAN, DRY, 95% COMPACTED, TREATED, 5TRUCTURAI... FILL. II II 11 11 II I1 I1 I1 GROUND LE=VEL FIN, FLOOR ELEV.= 1.20' (NAV88 fi---------- -'-- ,r --,r---•------------------ 3" 8" 4'-O" T`I F I G� SCALE: I"= 3'I 14 mgal (li 11 4'-0" X 4'-0" X 16" GONG. 5,000 P.S.I. GONG. FOOTING #5 REINF. BARS 0 8" O.G. EA. WAY A RESIF.> FE " C EE for SALTWIND CONSTRUCTION CO. L.L.C. LOT #715, 1302 bth AVENUE, TYBEE 15LAND CHATHAM COUNTY, GEORGIA 31328 rIlr'' 43, max. `F. -�•'. �' S e I- " �04%; ff lewo a�i ' BUILD 1 NC DES I C NER / PLANNER ryi M s 4"D D o�� rD-4 g� Nit � aoyy z F - > D D M M� N(6� a R-1 �2 A3 gM 6� z- ul h NOTE ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAYD I188 DATUM, UNLE55 OTHERWI5E SPECIFICALLY NOTED. NOTE ALL CONSTRUCTION MATE=RIALS BELOH (AE -10, BFE) PLUS I FOOT TO BOTTOM OF LOWE-5T 5TRUCTURAL MEMBER SHALL BE CLA55 #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBEE ISLAND HAS DETERMINED TH15 TO BE 11.00' (NAVD 1988) 4 BASED ON INFORMATION PROVIDED BY: SUNDIAL LAND SURVEYING, P.G. 100 COMMERCE COURT, POOLEER, 6EOR61A 31322 0:912-148-214-1, E:MHUsseyd$XdlalLan45wve 1ny.com MICHAEL A. HUSSEY, 6EOR61A RE615TERED PL5 #2509 DATED: AU6U5T l8, 201b DO NOT REPRODUCE WITHOUT EXPRESSED COPYRIGHT G 2018 MITTEN PERMISSION 5Y Paul B. de Levis Paul S. deLevis INFORMATION CONTAINED ON THESE DR.MIN65 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTIN6 THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL Dfh�NSIONS ON JOB 51TE AND BE RESPONSIBLE FOR SAME. ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWINGS WITH THE DE516N PROFE55IONAL OF RECORD PRIOR TO PROGE_EDINS WITH ANY WORK. GENERAL CONTRACTOR SHALL VE=RIFY ALL EXI5TIN6 CONDITIONIS IN THE FIELD, ANY DISGRE PANGIE5 SHALL BE REPORTED, IN WRITTIN6, TO THE DESIGN PROFE55IONAL OF RECORD PRIOR TO PROCEEDIN6 HITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE WORK, A SET OF RECORD DRAWIN65. THE GENERAL CONTRACTOR SHALL RECORD ALL GHAN6E5 AND DEVIATIONS FROM THE DRAWIN65 ON THI5 "A5 -BUILT' SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION 2 Edgewood Road Savannah, Georgia 51404 q12-256-5151 bd®deLaviszom DEAD BY- DRAWN BY CHECKED BY- DATE- F. 5. d. F. E3. d. MAY 22, 2016 s mr,~oa. JUNE JUNE 1b, 2011b AJ6U5T 20, 2018 PROJECT NO. M-1502 bbIftrTYM SSHECET 2 7. 2X4 51LL PLATE 15/32" 058 5HEATHIN6 2X6 BILL PLATE I/2' 60 -BOLT ROD -ATTACH W/ 60 -HOLT NUT � 3 X 3 X 3/16 ' " " " . 1/2" °60' -BOLT" ROD - ATTACH W/ "60-80LT" NUT 4 3" X 3" X 3/16" 4 1/2" SAW. METAL SGdJARE 6ALV. METAL WASHER AT TOP PLATE 4 SQUARE 6ALV, METAL WA5HER AT TOP PLATE 3"0`0/16" SAW "60 -BOLT• NUT W/ 3' X 3' X 3/16" 5QUARE SAW/. "60 -BOLT" NUT W/ 3" X 3" X 3/16" 5QUARE 6ALV. METAL WASHER a BOTTOM PLATE. EMBED INTO METAL WASHER 0 BOTTOM PLATE. EMBED INTO BOND BEAM W/ 3" X 3" X 3/16" 5QUARE SAW. METAL WA5HER. GBU W/ 3" X 3" X 3/16" SQUARE SAW. METAL WA5HER. To5/ AS RZORG) 115E "60 -BOLT" I/2" TO 5/8" REDUCER COUPLER A5 REQUIRi=D. TO " OUTTOF2, MAX. (REEF: 1�6D0 8' TO 12" OUT OF CORNER MAX. (REF: ICG 600 4 2012 IRC) __0 A 2-16P COMMON NAILS, MIN, 6" O.G. 2-160 COMMON NAILS, MIN. 6" O.C. (REF: ICG 600 4 2412 IRC) (REF: ICG 600 4 2012 IRC,) 2X6 SND CORNER FRAMING 1/2" SAW. "60-8 2X4 STUD CORNER FRAMING THREADED ROD 1/2" "60 -BOLT" ROD - ATTACH W/ '60 -BOLT" NUT 4 3" X 3" X 3/16" SQUARE GALV. METAL WASHER AT TOP PLATE 4 2X6 P.T. SILL PLATE "60 -BOLT" NUT W/ 3" X 3" X 3/16" 5QUARE SAW. METAL WA5HER o BOTTOM PLATE. EMBED INTO 7-5/8" {y -_- - __ _- - DUPLICATE ORDER TIEDOWN f x 1/2" REDUCER GW W/ 3" X 3" X 3/16" 5QUARE SAW. METAL WA5HER. M1 -1 USE "60 -BOLT' 1/2" TO 5/8" REP OER COUPLER AS REQUIR� D. 160 600 4 2012 IRC) 1 5/$" NUT V 3"x3"x3/IE B" TO 12" OUT OF CORNER MAX. (REF: 11 1` 1 Ir 1 I 'i AlUT.r_-•� 5/b" DIA. x!O" 6, •, ti. 2X4 P.T. 51LL PLATE a 18" OL 4 AT 1 SHEAR NAILING 15/32" 058 SHEATHING SHEAR NAILING I5i32 058 SHEATHING TO 12" MAX. 6" TO 12" Si NC LE TIE—DONN. TYP. TIE—DONN 2X4 GORNE DETAIL, 2X6 Gafi�N�� DETAIL sG3 SCALE 3"=l' -O" 2 3 SCALE 3"=1'-0" kEXTERIOR OPENINGj EXT. FINISH A5 SPEOV. '- 32" OBB SHEATHING 2X4 JACKS (MIN) O -BOLT" TIEDOWN ROD 2X4 5HEARWALL 5TU05 F: ICG 600 4 2012 IRC 51 MP50N STRONG— GATE # HIO. SG5 N.T.S. VERIFY W/ MANUFACTURER RAFTER SIMP50N # HIO a EA. RAFTER ". HURRICANE ANCHOR IPS o I6" O.G,, ATTACH IN ,CORDANGE W/ MANUF. EGIFIGATION5 5# UPLIFT PER CONNECTION F: ICG 600 4 2012 IRC, 3LE TOP PLATE IOD NAILS AT 3" O.G VERTICAL SPACING AT E06E (TYP) 3" TYPICALJOINT NAILING PATTEN . .i• . . U2" GYPSUM BOARD 2X4 STUD WALL 1P 12" O.G. SHEARWALL @ EXTERIOR OPENING PLAN VIEW SCALE 5"=I' -O" IOd NAILS AT 3" O.G. HORIZONTAL 51PAGIN6 AT TOP PLATE TOP OF WALL TOP PLAT w , • r • • Q , r • I' Ou (TYP) OF PURLIN • • 15132" 0.5.8. Q • . SHEATHING (TYP) N • OF PURLIN • IOd NAILS AT b" 0. VERTICAL SPAGIN6 • AT EACH'INTERIOR TUD • I -O", (TYP) , QTY FIRST FLOOR L IOd NAILS AT 3" O.G. BOTTOM OF P.T. BILL PLATE HORIZONTAL SPACING AT 51H PLATE ALL SHEATHIN6 NAILS MINIMUM . • IOD 6ALV. METAL OR APPROVED NON-FERROU5 METAL 3„ 3„ TYPICAL PERIMETER 5 T'rF I GAS. SHEATH I NC NAI IN16 PA RN 505 0 TT f71_/"27-- 1'-0" 130 MPH NAIL PATTERN ACGORDANGE WITH IGC600 4 2012 IRC 4 #5R EQUAL SUBSTITUTIONS ARE: C A5LE—TITE SYSTEM G1k'SON �FTL/� SYSTEM —BOLT DESI CN CoRI TERI A.. NSE5 TO ROOF LAYOUT OR UPLIFT VALUE5 MAY RESULT IN 5 TO THE 60 -BOLT LAYOUT PLAN. STRUCTURAL TIE DOWN SYSTEM IS AN ENGINEERED PRODUCT, TO THE SYSTEM VALUES AND MAINTAIN IT'S DE516N INTEGRITY, ALL °NT5 MUST BE SUPPLIED 5Y 60-50LT D-1 See BBGCI PST 4 E51 Evolution Report *M1165 D-2 Foundation concrete shall develop a minlmum of 2500ps1 D-3 Double Top Plate of 02 Southern Yellow Pine or #2 Spruce Pine Fir 0-4 Exterior Sheathing at Top Plate, minimum 'i/Ib" 055 nailed per 2001 55G. 0-5 Attachment of Rafters to Top Plate to be by others. 60 -BOLT provides continuous load path for uplift forces from Top Plate to foundation. 0-6 This page shall be reviewed by Architect or Engineer of Record prior to Installation. D-? Foundation shall be of sufficient design to withstand the imposed wind loads. TIE MAIC_ EMBED_ E -I Provide 7" of embedment by aligning the bottom of the threads with the top of slab. (unless other wise noted) E-2 Consolidate the concrete around the TO MAX. E-3 Maintain a minimum edge distance of 2" from conterline. of 60 -BOLT to edge of slab. E-4 Secure sole plate with 3"x 3"X 3/16" washor and supplied nut. TIE MAX GOUPL-ER: GI Completely seat the, 3/4" 6O- HOLT and 1/2" 60 -BOLT rod into the reducing coupler. 0-2 5ectlons of the 1/2" 60 -BOLT rod shall be connected with their ends butted within the middle third of the 60 -BOLT coupler. 0-3 Salect TIE MAX rod lengths to place rod splices at we,essible locations. 60 -BOLT ROD: R-1 The 60 -BOLT design and Layouts are based on testing with the 60 -BOLT Rod and are valid only with the use of genuine 60 -BOLT Rod. 60-50LT TOP PLATE WASHER: W-1 Secure a 60 -BOLT Top Plate Washer tightly with the supplied nut. W-2 Use a 3"x3"0/16" 60 -HOLT washer (typical, Unless Otherwise Noted on Layout). HOLT LAYOUT: L -I Bolt Layout Plan Is Intended to give the general intent of the 60 -HOLT Holdown Design. Except at boartng rafters, the actual go -bolt locotton may vary up to 8" to accommodate framing. L-2 If actual field conditions differ From those shown notify the go -bolt Reprosentative for possible design modifications. LATS FORGES: 5-1 60 -BOLT Embeds with a TM washer and nut in place can replace typical sole plate anchors at a rate of one for one. The use of this washer and nut Is only required if the 60 -BOLT Is going to be used for lateral forces. The allowad combined shed capacity available is shown on the Balt Layout Plan. 5-2 The T60 -BOLT Rod will transfer the uplift forces From the top plate to the foundation. This 60 -BOLT design 4 drawing is For up lift only,it is not a design or drawing to provide lateral shear resistance. FOR FULL VALUES. SIMPSON #HETA16 HOT DIPPED 6ALV. HOLD-DOWN W/ THE FOLLOWING ANCHORS: (VERIFY LOCATIONS W/ SHEET FPI 4 ATTACH IN STRICT COMPLIANCE W/ MANUFACTURER'5 SPECIFICATION) PROVIDE (12) Ibd COMMON NAILS. EXTEND INTO FOUNDATION WALL 4 TIE TO #5 ROD a BOND BEAM S I MPSON ST RONC —T I E i�#HETAI6 @ SLAB S� N.T•5. UPLIFT CONNECTION SCALE: 1/2'. (REF: IGG600 4 2012 IR:) 4'-0" MIN, LAP FASTENED W/ MIN. (15) 16d NAILS (100 MPH) EQ. EQ. EQ. EQ. EQ. EQ. EQ. , EQ. , EQ. , EQ. , EQ. 1 EQ. 1 EQ. 1 EQ. (2) 2 X 6 TOP PLATE5 CONT. TnP PI ATr- N A I I I rT Mr -TA I I N.T.5. (REF: IGC600 4 2012 IRC) b� '•,.� _,,�;' �,'�� ".ai� gyp,?�`yf��'�H-d •o. 3a'u�,6'h`� yRi� W :gyp • ��yi� P 4* * y,A:'al� �(;• b1,49 DO NOT REPRODUCE_ WITHOUT EXPRESSED G WRITTEN PERMISSION BY COPYRIGHT O 2018 Paul B. do Levis Paul B. del-evis NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVD 1988 DATUM, UNLESS OTHERWISE SPEUFIGALLY NOTED., INFORMATION CONTAINED ON THESE DRAWIN65 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HA5 BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB SITE AND BE RESPON51BLE FOR SAME. ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE PRANIN66 WITH THE DESIGN PROFESSIONAL OF RECORD PRIOR TO PROGEEDIN6 WITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITTIN6, TO THE DESIGN PROFF-55IONAL OF RECORD PRIOR TO PROGE.EDIN6 WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE WORK, A SET OF RECORD DRAWIN65. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWIN66 ON THIS "AS -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION U W T VARIES +' IF WALL 15 LE -55 THAN 2'-0" (2) ROWS OF 100 NAILS a 3" D.G. IN WIDTH APPLY ADDITIONAL HORIZONTAL 5PAGIN6 AT TOP 4 7 j LAYER OF �" COX PLYWOOD BOTTOM OF HEADER BEAM 4 AT \. 1 ` 1 OR +%2" 0.58. SHEATHING TO TOP 2X4 HEADER (REF. DETAILi + THE INTERIOR SURFACE OF FOR NAILING PATTERN) � � � I ! /' �f 5TUD5 AND GLUE 4 NAIL A5 • •0 .0.0 + 0.+: 0: PER EXTERIOR 5HEATHI NG IOD NAILS O 3" D.G. VERTICAL HEADER BEAM TO BE 5PAGIN6 AT EDGE CONTINUOUS 4 OVERLAPPED I/2" GDX PLYWOOD SHEATHING j 1 r •;� WITH CONTINUOUS SHEATHING OR 15/32" 0.58. SHEATHING • 1 I I , BOTH SIDES OF OVERHEAD 1 ' DOOR HALLS EXTERIOR SHEATHING SPLICE I -' H/ (2) ROH5 OF IOD NAILS a 3 O.G. STAGGERED r j 11 ALL SHEATHIN6 NAILS MINIMUM HORIZONTAL SPACING PER \ ` ? IOD (GG ABOVE FE.M.A. FLOOD STUD (REF. DETAIL FOR• PLANE, 6ALV. METAL BELOW NAILING PATTERN) • • • • .. • • • F•E•M.A. FLOOD PLANE) .f IOD NAIL5 a 6" D.G. VERTICAL • SPACING AT INTERIOR IF SND • /, • ! . IS INSTALLED (2) ROHS OF IOD NAILS a ' 1 •� • n 3" O.G. HORIZONTAL SPACING i (REF. DETAIL FOR NAILING ' / • 3AB PATTERN) 1 �\` �` • l , TYPICAL2 ROW .. _ _. • • • • MAILING PATTERN EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL @ FLOOR SYSTEM N.T.5. 130 MPH NAIL PATTERN ACC4MANGE HITH IC4600 NAILING STANDARD / / / / / / / / / / / / / / / / / / / / / / / / / / 2X4 STUD WALL r` / FRAMING a 12" O.G. 15/32" O.S.B. SHEATHING, IOD NAILS AT 3" O.C. VERTICAL SPACING AT ED6E (TYP) IOD NAILS AT 3" O.G. HORIZONTAL SPACING AT END OF EXTERIOR SHEATHIN6 AT PANEL SPLICE IOD NAILS AT 6" O.G. VERTICAL SPACING A�TEAC 4 INTERIOR STUD (T 1 r/p) IOD NAILS AT 3" O.G.. HORIZONTAL SPACING AT END OF EXTERIOR SHEATHING AT PANEL 5PLICE IOD NAIL5 AT 6" O.C-44 VERTICAL SPACING AT EACH INTERIOR STUD (TYP) (2) STAGGERED ROWS OF IOD NAILS AT 3" O.G. HORIZONTAL SPACING AT SILL PLATE (2} STAGGERED ROWS OF IOD NAILS AT 3" O.C. HORIZONTAL SPACING AT TOP PLATE / / / / / / / / GENERAL PROJECT NOTES DOOR $ NINDON HE A P E R 15 C H E D u L E (WALLS 2x4'5 0 12" O.G.-FIRST FLOOR) ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL (2) 2x8 W/ 1/2" PLWOOD/OSB BETWEEN (NAIL 4 GLUED) FDR UP TO 4'-0" GU=AR OPENI (2) 2x10 W/ I/2" PLW000/0.5.8. 13ET'HEEN (NAIL 4 GLUED) FOR UP TO 8'-0" CLEAR OPENING INFORMATION CONTAINED ON THESE TRACTORS 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WOR�G (2) 2x12 N/ 1/2" PLNOOD/O.S.B. BETHEEN (NAIL 4 6LUED) FOR UP TO 10'-0" CLEAR OPENING EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN51ON5 ON JOB 51TE AND BE RE5PON51BLE FOR SAME, ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWINGS WITH THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDING HITH ANY WORK. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN HRITTIN5, TO THE DESIGN PROFESSIONAL OF RECORD PRIOR TO PROCEEDING HITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE NOW, A SET OF RECORD DRAHM65. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRANIN65 ON TH15 "AS -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST MEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5 -BUILT" INFORMATION I 16N LOADS BASIC WIND SPEED (5 SECOND OUST) = 120/130 MPH WIND IMPORTANCE FACTOR (W = I WIND EXPOSURE = C INTERNAL PRE55URE COEFFICIENT (Gcpl) w X0.18 COMPONENTS 4 GLADDIN6 PRESSURE: WALLS = 30 P5F WALLS AT CORNERS = 31 1757 (4' FROM CORNERS) ROOF = 28 P5F ROOF AT ED6E5 4 PEAKS = 32 P51' (4' FROM ED6E5 4 PEAK5) ROOF AT CORNER5 = 32 P5F (4' FROM CORNERS) EARTHQUAKE DE51 N DATA SEISMIC IMPORTANCE FACTOR (Io) = I SPECTRAL RESPONSE ACCELERATION (59) = IAO SPECTRAL RESPONSE ACCELERATION (51) _ .30 SPECTRAL RESPONSE COEFFICIENT (Sds) _ .385 SPECTRAL RESPONSE COEFFICIENT (5d1) _ .184 51TE GLA55 = D SEISMIC DE516N CATJE60RY = G SEISMIC RESPONSE COEFFICIENT (65) ,06 RESPONSE MODIFICATION FACTOR (R) = 6.5 BASIC SEISMIC FORGE RE515TING SYSTEM = L16HT FRAMED WALLS EXTENIP_TO RAFTER BEARINai THE FOLLONIN5: SHEATHED W/ V400D 1/2" "GO -BOLT" ROD - ATTACH N/ "60 -BOLT" NUT 4 3" X 3" X 3/16" 5TRIJCTRAL PANELS SQUARE 6ALV. METAL HASHER AT TOP PLATE 4 DESIGN BASE SHEAR (V) = Iq.S K "60 -BOLT" NUT W/ 3" X 3" X 3/16" SQUARE 6ALV. METAL HASHER a BOTTOM PLATE. EMBED INTO SOIL CONDITIONS- BOND BEAM N/ 3"X 3" X I-3/16" SQUARE 6ALV. METAL WASHER SANDY LOAM, MINIMUM 2500 P.S.F. BEARING USE "60 -BOLT" COUPLER A5 REQUIRED. 8" TO 12" OUT OF CORNER MAX. (REF. 55TO. 10-qq, 303,2.3) EXTERIOR OPENING REQUIREMENTS: IMPACT RESISTANT PROTECTION 15 REQUIRED FOR T415 STRUCTURE. DOUBLE TOP PLATE SEE DETAIL WSG3, SHEET 5C3 TOP OF /PLATE EXTEND TO RAFTER BEARING TE_FOLLOWIN6: 60 -BOLT ROD, NUT, 4 3X3 WASHER OR GABLE -TITS TIE -DOWN ASSEMBLY M, gam" AX I PURLIN V \ ` O - \ i O � \ / 60 -BOLT COUPLER I OR GABLE-TITE TIE-DOHN A55EMBLY mil �•' (4) 5TA66ERED ROH5 OF IOD NAILS AT 3" O.G. HORIZONTAL SPACING AT 5HEARNALL SPLICE / / 1'9,' X 16" (NOMI CONCRETE K(GBU) PIER, REINF. I II / W/ (4) #8 VERTIC AL BAR, OVERLA 5 4OX DIA., II II / HOOK 4" q0° ELI. UNDER #5 ROD IN FO 6. PROVIDE #3 Il II STIRRUP a 'T" M TOP a 32" O.G. VERTIC Y. TIE #PA -51 STRAPS TO ROC FILL CELL HI 3,000 P.5.1. RETEkk II II ilk II li II !I (2) M5 ROD CONT.II #5 ROD GROSSED a 48" O.G. < \ II � �Ilk� II 111 CORNER 5HEARNALL DETAIL 2"-1 130 MPH NAIL PATTERN ACCORDANCE HITH IC0600 NAILING STANDARD \ c, PURLIN \ OF RIM BEAM OF RIM BEAM II II / II II 0 / !1 !1 00 00 100 / / ll� / (4) #8 R005 TO FOOT I N6 (TYPICAL PIED IN -FILL WALL CONSTRUCTION: ATTACH TO CMU PIER H/ CONTINUOUS L.ATEX/511-GONE 4 8d GALV. MASONRY SPIRAL NAIL IN MORTAR ,JOINTS a 16" 2x4 P.T. STUD a 16" O.G. 15/32" P.T. SHEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" EXPOSURE H/Ix4 SMOOTH, HARDI-TRIM BOARDS OR VERTICAL P.T. LATTICE. SEE DETAIL 2/ELI 2012 - INTERNATIONAL RI=5IDENTIAL CODE (IRC) W/ CURRENT GEORGIA AMENDMENTS 2014 - THE NATIONAL ELECRICAL CODE (NEG) W/ NO GEORGIA AMENDMENTS 2012 - INTERNATIONAL PLUMBING CODE W/ CURRENT GEORGIA AMENDMENTS 2012 - INTERNATIONAL MECHANICAL CODE W/ CURRENT 6EOR61A AMENDMENTS 2012 - INTERNATIONAL FUEL CODE W/ CURRENT GEORGIA AMENDMENTS 200q - INTERNATIONAL ENERGY CONSERVATION CODE (IECG) W/ CURRENT 6A. AMENDMENTS 2014 - ICG 600: STANDARD for RESIDENTIAL CONSTRUCTION In HIGH -WIND REGION5 2016 - CHATHAM COUNTY FLOOD DAMAGE PREVENTION ORDIANGE (FDPO) ABBREVIATION A.H.J. B.F.E. D.B.F.E. F.F.L. REI NF. 0 DIA. M/H MIN. N/ P.T. GL6. AB. R/5 2-R/5 L.T. B.G. W.G. WG DBL. O.G. D/W VER. GK'TP. 5PEC'D. REFRI6. F.E. F.6. LAD) EXT, INT. FND. CMU GBU 545 GYP. BD. A5 PIR. B.O.F. T.O.F. 50. B.U. L/T ABBREVIATION DATA REMARKS GOVERNING AUTHORITY HAVING JURISDICTION BASE FLOOD ELEVATION AS DETERMINED BY THE 6OVERNIN6 A.H.J. DE516N BASE FLOOD ELEVATION A5 DETERMINED BY THE GOVERNING A.H.J. 4 DESIGN PROFE5510NAL of RECORD FIN15HEP FLOOR LINE STEEL REINFORCEMENT R:V5 DIAMETER DIAMETERS MICROWAVE OVEN MINIMUM WITH PRE55URE TREATED WOOD IN COMPLIANCE W/ 2012 IRC, ICG 600 4 2014 GG-FDPO CEILING, ABOVE ROD and SHELF (2) RODS and SHELF LAUNDRY TUB BASE CABINET WALL CABINET WATER GLO5ET/TOILET DOUBLE ON CENTER DISHHA5HER VEGETABLE GOOKTOP SPECIFIED REFRIGERATOR FIN15HED ELEVATION FIN15HED GRADE LOCATE AS DIRECTED EXTERIOR INTERIOR FOUNDATION CONCRETE MA50NRY UNIT CONCRETE BLOCK UNIT SMOOTH FOUR SIDES GYPSUM BOARD AS DIRECTED BOTTOM OF FOOTING TOP OF FOOTING SQUARE BUILT-UP LAUNDRY TUB DO NOT RE WITHOUT EXPRESSED COPYRIGHT G 2018 mirrEN PERMISSION BY Paul B. do Levis Paul B. deLevls NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVD 1988 DATUM, UNLESS OTHERWISE 'SPECIFICALLY NOTED. NOTE. ALL CONSTRUCTION MATERIALS BELOW (AE -12 BEE) PLU5 1 FOOT TO FIN15H FLOOR LINE OF LOWE57 STRUCTURAL MEMBER SHALL BE CLASS #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBEE ISLAND HAS DETERMINED THIS TO BE 13.00' (NAVD Ig88) 4 BASED ON INFORMATION PROVIDED BY .JAMES HHITLEY REYNOLDS, 6A. REG. LAND SURVEYOR #224q THAT ACCORDING TD THE F.I.R.M. DATED q/26/2008 THIS LOT 15 WITHIN FEMA FLOOD ZONE AE 12. REF: PLAT SURVEY DATED NOVEMBER 3,2015, FILE #15-10.1 INFORMATION CONTAINED ON THESE ORAWIN55 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB SITE AND BE RESPONSIBLE FOR SAME, ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWIN65 WITH THE DE516N PROFE551DNAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK, GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITTIN6, TO THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE NORK, A SET OF RECORD DRAWIN65. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWIN65 ON TH15 "A5 -BUILT" SET, WHIGH SHALL BE UPDATED AT LEAST MEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL. CONTRACTOR SHALL PROVIDE ONE COMPLETE 5ET OF ALL "A5-5UILT" INFORMATION 0 W IL V � V �n 0 J m m y, �J� W zIr � U° z 0 g W� LU 0; zw W �� z s� � V'z W z j <. \ \ \ II II / II II 0 / !1 !1 00 00 100 / / ll� / (4) #8 R005 TO FOOT I N6 (TYPICAL PIED IN -FILL WALL CONSTRUCTION: ATTACH TO CMU PIER H/ CONTINUOUS L.ATEX/511-GONE 4 8d GALV. MASONRY SPIRAL NAIL IN MORTAR ,JOINTS a 16" 2x4 P.T. STUD a 16" O.G. 15/32" P.T. SHEATHING 15# FELT HARDIPLANK HORIZONTAL, SMOOTH SIDING WITH 6" EXPOSURE H/Ix4 SMOOTH, HARDI-TRIM BOARDS OR VERTICAL P.T. LATTICE. SEE DETAIL 2/ELI 2012 - INTERNATIONAL RI=5IDENTIAL CODE (IRC) W/ CURRENT GEORGIA AMENDMENTS 2014 - THE NATIONAL ELECRICAL CODE (NEG) W/ NO GEORGIA AMENDMENTS 2012 - INTERNATIONAL PLUMBING CODE W/ CURRENT GEORGIA AMENDMENTS 2012 - INTERNATIONAL MECHANICAL CODE W/ CURRENT 6EOR61A AMENDMENTS 2012 - INTERNATIONAL FUEL CODE W/ CURRENT GEORGIA AMENDMENTS 200q - INTERNATIONAL ENERGY CONSERVATION CODE (IECG) W/ CURRENT 6A. AMENDMENTS 2014 - ICG 600: STANDARD for RESIDENTIAL CONSTRUCTION In HIGH -WIND REGION5 2016 - CHATHAM COUNTY FLOOD DAMAGE PREVENTION ORDIANGE (FDPO) ABBREVIATION A.H.J. B.F.E. D.B.F.E. F.F.L. REI NF. 0 DIA. M/H MIN. N/ P.T. GL6. AB. R/5 2-R/5 L.T. B.G. W.G. WG DBL. O.G. D/W VER. GK'TP. 5PEC'D. REFRI6. F.E. F.6. LAD) EXT, INT. FND. CMU GBU 545 GYP. BD. A5 PIR. B.O.F. T.O.F. 50. B.U. L/T ABBREVIATION DATA REMARKS GOVERNING AUTHORITY HAVING JURISDICTION BASE FLOOD ELEVATION AS DETERMINED BY THE 6OVERNIN6 A.H.J. DE516N BASE FLOOD ELEVATION A5 DETERMINED BY THE GOVERNING A.H.J. 4 DESIGN PROFE5510NAL of RECORD FIN15HEP FLOOR LINE STEEL REINFORCEMENT R:V5 DIAMETER DIAMETERS MICROWAVE OVEN MINIMUM WITH PRE55URE TREATED WOOD IN COMPLIANCE W/ 2012 IRC, ICG 600 4 2014 GG-FDPO CEILING, ABOVE ROD and SHELF (2) RODS and SHELF LAUNDRY TUB BASE CABINET WALL CABINET WATER GLO5ET/TOILET DOUBLE ON CENTER DISHHA5HER VEGETABLE GOOKTOP SPECIFIED REFRIGERATOR FIN15HED ELEVATION FIN15HED GRADE LOCATE AS DIRECTED EXTERIOR INTERIOR FOUNDATION CONCRETE MA50NRY UNIT CONCRETE BLOCK UNIT SMOOTH FOUR SIDES GYPSUM BOARD AS DIRECTED BOTTOM OF FOOTING TOP OF FOOTING SQUARE BUILT-UP LAUNDRY TUB DO NOT RE WITHOUT EXPRESSED COPYRIGHT G 2018 mirrEN PERMISSION BY Paul B. do Levis Paul B. deLevls NOTE: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVD 1988 DATUM, UNLESS OTHERWISE 'SPECIFICALLY NOTED. NOTE. ALL CONSTRUCTION MATERIALS BELOW (AE -12 BEE) PLU5 1 FOOT TO FIN15H FLOOR LINE OF LOWE57 STRUCTURAL MEMBER SHALL BE CLASS #4 OR #5. ON THIS RESIDENCE THE CITY OF TYBEE ISLAND HAS DETERMINED THIS TO BE 13.00' (NAVD Ig88) 4 BASED ON INFORMATION PROVIDED BY .JAMES HHITLEY REYNOLDS, 6A. REG. LAND SURVEYOR #224q THAT ACCORDING TD THE F.I.R.M. DATED q/26/2008 THIS LOT 15 WITHIN FEMA FLOOD ZONE AE 12. REF: PLAT SURVEY DATED NOVEMBER 3,2015, FILE #15-10.1 INFORMATION CONTAINED ON THESE ORAWIN55 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB SITE AND BE RESPONSIBLE FOR SAME, ANY DISCREPANCY SHALL BE COMPLETELY CLARIFIED WITH THE OVERALL INTENT OF THE DRAWIN65 WITH THE DE516N PROFE551DNAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK, GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITTIN6, TO THE DE516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDING WITH ANY WORK. THE GENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE NORK, A SET OF RECORD DRAWIN65. THE GENERAL CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWIN65 ON TH15 "A5 -BUILT" SET, WHIGH SHALL BE UPDATED AT LEAST MEEKLY. AT THE CLOSE OF THE JOB, THE GENERAL. CONTRACTOR SHALL PROVIDE ONE COMPLETE 5ET OF ALL "A5-5UILT" INFORMATION 0 W IL V � V �n 0 J m m y, �J� W zIr � U° z 0 g W� LU 0; zw W �� z s� � V'z W z j <. TO EX EL FIRST FLOOR ELEGTRI GSL PLAN 50ALE: 1/4" - I' -O" 5OT70M OF ALL ELEOTRIOAL DEVICES $ EOU PMENT SHAL 5E A MINIMUM OF 11.021 I I L---------------------------------- 5F.00ND FLOOR F-LF.OTRIOAL PLAN SCALE. I/4" = 1'-0" I I I I 1 I I CF.NERAL ELEGTRIGAL NOTI:5 1) GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL FLOOR PLAN, SHEET FP FOR FIN15HE5, DIMEN51ON5, VERIFICATION, ETC. 2) PROVIDE TELEV15ION OUTLET5 A5 DIRECTED BY GENERAL CONTRACTOR.. 5) PROVIDE TELEPHONE OUTLET5 A5 DIRECTED BY GENERAL CONTRACTOR. 4) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, 5TATE, AND FEDERAL COPE5 INCLUDING THE CURRENT EDITION OF THE 5TANDARD ELECTRICAL CODE 4 TYBEE ORDINANCE #2013-28, SECTION 01 -050,5F -G. L(B) 5) RUN TV 4 PHONE LINE -5 PARALELL TO COMMON MAIN SOURCE. 6) PROVIDE ELEC./BATTERY BACK-UP 5MOKE DETECTORS. LOCATE A5 DIRECTED BY CHATHAM COUNTY ELECTRICAL CODE $ NATIONAL ELECTRICAL CODE. '1) PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR 5HOWN. 6) ALL BOTTOM OF E=LECTRICAL EQUIPMENT, FIXTURES, DEVICE5 ON GROUND FLOOR 5HALL BE a A MIN. 12.02', UNLE55 OTHERHI5E NOTED q) PROVIDE PULL CHAIN LIGHTS IN ATTIC. LOCATE A5 DIRECTED ELECTRICALL ® mPLEx FLOOR OUTLET IIOV 5WITCH WIRED DUPLEX RECEPT. SYM DF-SCRIPTION 22OV RECEPTACLE °tom FLOOD LIGHT WATER PROOF 51N&LE POLE 5H1TCH Q JUNCTION BOX 4�$ THREE HAY SWITCH L..AL) LOCATE A5 DIRECTED 13Y ONNESZ *4 FOUR WAY SWITCH WP HATER PROOF DIMMER 5WITGH D.O. DUPLICATE ORDER ¢ qft RE05TAT 5WITGH i5PEED CONTROL) -4 PHONE OUTLET DOOR 5WITGH -iT.V. CABLE T.V. OUTLET SURFACE MTD. L16HT FIXTURE ® DOOR CHIME �^• CEILEN6 FAN o UNDER CABINET LI6HTfNG RECE55ED L16HT FIXTURE — P — PLUOMOLD 110V EXHAUST FAN FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE DUPLEX WEPTAGLE, SET BOTTOM AT MIN. IommiTrED FLOOD PLANE(mvpm) DUPLEX RE=CEPTACLE 110V EXHAUST FANLIGHT FIXTURE ® DUPLEX CEILIN6 OUTLET 110V vF -42 DUPLEX RECEPTACLE, 6ROUND FAULT INDICATOR E3OT7OM OF ALL ELF -OTR OAL EOU FMENT SHALL BE A MINIMUM OF 11.021 NOTE.: ALL REFERENCES ON THESE CONSTRUCTION DOCUMENTS ARE TO NAVO 1988 DAVM, UNLE55 OTHERWISE SPEUFIGALLY NOTED. DO NOT REPRODUCE WITHOUT EXPRE55ED G WRITTEN PERM 155ION BY COPYRIGHT 0 2016 Paul B. de Lcvls Paul B, dolovis INFORMATION CONTAINED ON THESE PRAHIN66 15 PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE HORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRE5ENTATION5 OF ALL CONDITIONS. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON JOB 51TE AND BE RESPONSIBLE FOR SAME. ANY P15CREPANCY SMALL BE COMPLETELY CLARIFIED WIT}+ THE OVERALL INTENT OF THE ORAWIN65 WITH THE M516N PROFESSIONAL OF RECORD PRIOR TO PROCEEDIN6 WITH ANY NORK. GENE=RAL CONTRACTOR SHAD VERIFY ALL EXI5TIN6 CONDITION5 IN THE FIELD, ANY D15CREPANCIE5 SHALL BE REPORTED, IN NRITTIN6, TO THE DE516N FWFE55IONAL OF RECORD PRIOR TO PROCEEEPING WITH ANY WORK. THE 6ENERAL CONTRACTOR SHALL MAINTAIN AT THE 51TE OF THE WORK, A SET OF RECORD DRAWINGS. THE GENERAL CONTRACTOR SHALL RECORD ALL CHAN6E5 AND DEVIATION5 FROM THE DRANK ON TH15 "A5 -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST WEEKLY. AT THE CL05E OF THE JOB, THE 6ENERAL CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "A5-E9UILT" INFORMATION OL 42 LLA 00 Z U0 < (Y) < u rr 0 0 U) LLJ Z= Z LL < Ll] Z C) 7) Z Z < Ld 0 J> U) LLI co wIn LN �8372 SSICNAI. DRAWING NUMBER C— I 1 OF 6SHEETS Ll i LLA 00 Z U0 < (Y) < u rr 0 0 U) LLJ Z= Z LL < Ll] Z C) 7) Z Z < Ld 0 J> U) LLI co wIn LN �8372 SSICNAI. DRAWING NUMBER C— I 1 OF 6SHEETS 6.08 1 �\ i r 6.16 \ \ ,\ 6.2 a 3.70 \ F 6.89;6• 6. \ GG\ X 6 6, 3 5.06 6. 2 \ 0.\ P 6.15 7. \ 6 �, .•\ \\ 6 ' \ 5 6. � 6.15 r�_ G � �O�G . �o co 1 \e� e oo' \ 1 SPECIAL AVERAGE GRADE NOTES i. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED PROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL BUILDING SET BACK LINE NOTES: i. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART Of THE BUILDING. 2. THE MOST OUTSIDE PART Of THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AE5TETIC 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 IS 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 GUTTER SYSTEM IS UTILIZED AND POR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR 5HAPT5, BOOP DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS If A SPREAD FOOTING 15 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 AE5TECTIC WORK, �;. �\ 6 3 �\ �G �\ ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. X\;� 5 3 \ `6.1 2 7 ' 6.6),je 6 5.11 4\,6'6 6.3 �'� 6.5 6 \ 2\ 0 \ 31 61!n �� ea \ � GENERAL. BUILDING INFORMATION NOTES: 1. PR01`05ED BUILDING FINISHED FLOOD ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEOKGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPOKTED ON PIERS OR FOUNDATIONS WHIC#1 WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL. AS TYBEE 15LAND REQUIREMENTS. FEMA MAP NOTES .16 6.6\ 56.5 k \ \ \ 7. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -12" ACCORDING TO -y 0 � • \ � � '�,F.I. R. M. COMMUNITY PANEL NUMBER 73057GO326F, MRP REVISED 6 I - r(G \\ \ \ SEPTEMBER 26, 2008 (88 DATUM). 46 \ 2. CONTRACTOR IS TO VERIFY FEMA ELEVA77ONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. P.T. RETAINING WALL DETAIL NOT TO SCALE 1211 I MIN I TRAFFIC AND RIGHT-OF-WAY NOTES: 6 I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE �) \3 \ O' COORDINATED WITH THE CITY OF TYBEE 15LAND, GEORGIA \G \�G? \ PERSONNEL, e 16 FG e �O \ \\ \\ \ 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED \\ \ \ 30 FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT \ 6 • OF ANY WORK WITHIN KIGHT-OF-WAY. ADJACENT y 5lDE BERM TO BE MULCHED AT A MINIMUM UTILIZING A METHOD LANDSCAPE PROJECT AC-' ACCEPTABLE TO ThE CITI' OF RETAINING BERM SIDE 51D= TY5E1= 15LAND FOR TOP EL, 51✓E PLANS EXT'G GRADE _ IE_1 I M I 1 111-111 PROPOSED VARIES 5WALE ALTERNATE - LANDSCAPE RETAINING WALL, DETAIL NOT TO SCALE PROPOSED SITE PLAN �, 4 C. 1 " - 101 6. •2 \ \ GENERAL DRAINAGE NOTES: \ U \ 1, ThE SITE WILL NEED TO BE GKADI^D A5 SHOWN AND A5 DICTATED BY EXISTING \ %\ CONDITIONS WHICH CAN NOT BE ORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOK THE PROJECT WILL 8E DICTATED BY EXISTING CONDITIONS WITHIN TH Q \ CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. SPECIAL At AND VE ZONE NOTES; \ \ \6.45 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR 5ET A \ \ \ MINIMUM OF I' A80VE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL \\ \ 5TRUCTURAL MEMBER 5ET A MINIMUM OF I' ABOVE FLOOD. \ \ \6 3. BUILDINGS IN AF AND VE ZONL5 ARE TO HAVE ALL ELECTRICAL, PLUMBING,,� 6.47 HtK E VAC, DUCTWORK AND OTHQUIPMENT TO BE A MINIMUM OF I' ABOVE ' ' FLOOD. �;' 6 • 5 O A. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH 1 SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENING5 WITH ALL OPENINGS EVENLY' SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL B 2" OR LE55 ABOVE ADJACENT GRADE. \fir �I 6 , 4B 5. BRFAY, AWAY WALLS ARE RI QUIRE D IN VE" ZONES. • 2 - 'ORDINATE SITE WORK AND FINISHED FLODR ELEVATIONS WITH 6.30 ARCHITECTURAL PLAN5 TO MAKE SURE 5UILDING ELEVATIONS ARE 5ET A5 PLR 5 .47 { / CODE. 2 / Special Pre -Construction Note i Contractor to verify all existing and proposed 38 structure locations (drainage, sanitary, etc.), 6. tops and depths prior to ordering materials or beginning construction. EXISTING GRADE EXISTING GRADE EXISTING GRADE E EXISTING GRADE � C E LEGEND ITEM EXISTING PROPOSED TOPO CONTOURS DRA INA GE FLOW ARROWS TOP OF PARKING SLAB ROOF PLAN FINISHED GRADE VARIES 1.5' VARIES FG 12.3 12 TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO C3-OR01^1ATF ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTANED. ELEVATIONS SHOWN ON PLANS SWALE "D" DETAIL not to NOTES: FINISHED GRADE FINISHED GRADE FINISHED GRADE 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTI1_JIE5 WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS 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 KEFAIKED AT THE EXPENSE OF TI1E CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNEK WILL BECOME THE PKOPERTY 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. G. PREVENT DAMAGE TO EX15TING TREES WERE POSSIBLE X TKEES TO BE REMOVED. Survey Information SPECIAL CONSTRUCTION NOT E: IF TIDE CONTRACTOR KNOW5 OK CAN F,EA50NA3LY 3E EYFffCTED -0 OF AN ERROR, DISCREPANCY OR COiNFLICT IN THE PLA%:5. SPEC CON5TKUCTION STAKING AND F.A'LS TO REPORT Ti -E PR05LEM �? OR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENS�TIO , ='D? :.OKK OR EXFtN51< INCUKKED BY HIM FOR WORK. REQUIRED TO BF ?F C0 :5`K_(___TED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey : SUNDIAL Date of Survey : -•-- Datum : NAVD 1988 SCALE: I" = 10' 0 J 0' 20' 25' 1 , PROJECT - sIL:I 51DE U W Z) P.T. 2 x 8 WOOD EXT'G w� KffTAINING WALL GRADE l OR DIGGER 01 FOR TOP EL. ,l LzJ EE PLAN5 Q W Q Q �\ - -T 5 WALE P.T. RETAINING WALL DETAIL NOT TO SCALE 1211 I MIN I TRAFFIC AND RIGHT-OF-WAY NOTES: 6 I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE �) \3 \ O' COORDINATED WITH THE CITY OF TYBEE 15LAND, GEORGIA \G \�G? \ PERSONNEL, e 16 FG e �O \ \\ \\ \ 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED \\ \ \ 30 FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT \ 6 • OF ANY WORK WITHIN KIGHT-OF-WAY. ADJACENT y 5lDE BERM TO BE MULCHED AT A MINIMUM UTILIZING A METHOD LANDSCAPE PROJECT AC-' ACCEPTABLE TO ThE CITI' OF RETAINING BERM SIDE 51D= TY5E1= 15LAND FOR TOP EL, 51✓E PLANS EXT'G GRADE _ IE_1 I M I 1 111-111 PROPOSED VARIES 5WALE ALTERNATE - LANDSCAPE RETAINING WALL, DETAIL NOT TO SCALE PROPOSED SITE PLAN �, 4 C. 1 " - 101 6. •2 \ \ GENERAL DRAINAGE NOTES: \ U \ 1, ThE SITE WILL NEED TO BE GKADI^D A5 SHOWN AND A5 DICTATED BY EXISTING \ %\ CONDITIONS WHICH CAN NOT BE ORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOK THE PROJECT WILL 8E DICTATED BY EXISTING CONDITIONS WITHIN TH Q \ CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. SPECIAL At AND VE ZONE NOTES; \ \ \6.45 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR 5ET A \ \ \ MINIMUM OF I' A80VE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL \\ \ 5TRUCTURAL MEMBER 5ET A MINIMUM OF I' ABOVE FLOOD. \ \ \6 3. BUILDINGS IN AF AND VE ZONL5 ARE TO HAVE ALL ELECTRICAL, PLUMBING,,� 6.47 HtK E VAC, DUCTWORK AND OTHQUIPMENT TO BE A MINIMUM OF I' ABOVE ' ' FLOOD. �;' 6 • 5 O A. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH 1 SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENING5 WITH ALL OPENINGS EVENLY' SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL B 2" OR LE55 ABOVE ADJACENT GRADE. \fir �I 6 , 4B 5. BRFAY, AWAY WALLS ARE RI QUIRE D IN VE" ZONES. • 2 - 'ORDINATE SITE WORK AND FINISHED FLODR ELEVATIONS WITH 6.30 ARCHITECTURAL PLAN5 TO MAKE SURE 5UILDING ELEVATIONS ARE 5ET A5 PLR 5 .47 { / CODE. 2 / Special Pre -Construction Note i Contractor to verify all existing and proposed 38 structure locations (drainage, sanitary, etc.), 6. tops and depths prior to ordering materials or beginning construction. EXISTING GRADE EXISTING GRADE EXISTING GRADE E EXISTING GRADE � C E LEGEND ITEM EXISTING PROPOSED TOPO CONTOURS DRA INA GE FLOW ARROWS TOP OF PARKING SLAB ROOF PLAN FINISHED GRADE VARIES 1.5' VARIES FG 12.3 12 TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO C3-OR01^1ATF ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTANED. ELEVATIONS SHOWN ON PLANS SWALE "D" DETAIL not to NOTES: FINISHED GRADE FINISHED GRADE FINISHED GRADE 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTI1_JIE5 WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS 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 KEFAIKED AT THE EXPENSE OF TI1E CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNEK WILL BECOME THE PKOPERTY 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. G. PREVENT DAMAGE TO EX15TING TREES WERE POSSIBLE X TKEES TO BE REMOVED. Survey Information SPECIAL CONSTRUCTION NOT E: IF TIDE CONTRACTOR KNOW5 OK CAN F,EA50NA3LY 3E EYFffCTED -0 OF AN ERROR, DISCREPANCY OR COiNFLICT IN THE PLA%:5. SPEC CON5TKUCTION STAKING AND F.A'LS TO REPORT Ti -E PR05LEM �? OR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENS�TIO , ='D? :.OKK OR EXFtN51< INCUKKED BY HIM FOR WORK. REQUIRED TO BF ?F C0 :5`K_(___TED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey : SUNDIAL Date of Survey : -•-- Datum : NAVD 1988 SCALE: I" = 10' 0 J 0' 20' 25' 1 , Z - sIL:I 0 U W Z) -T w� 0 W Q l z 01 c9 0 Oz 7 LzJ m Q W Q Q z -, j W co N Z D m 0 U W Z) P d U C� w� 0 W Q =°LLJ�o� z �0LLU c9 0 Oz 7 LzJ m Q W Q Q z \'\IST��\1 No. 28372 f�ROLLSSICNAL A. DRAWING NUMBER C-2 2 OF 6 SHEETS i--L� QJQ� r•oc X41 W ��zax o� w� 0 W F, 1 m _ C r� �]Q U) �0 w >C d<0Q�z� � = �C70ULLJ C� p ❑ NZ aJ WOOD W co N Z m 0 �]Q U) �0 w >C d<0Q�z� � = �C70ULLJ C� p ❑ NZ 7 Z WOOD d DY — — jj�- Cri w m (Q Z rwrn VI a IL Z a J 0- -j J h Z 0 z w 0 w Z Z 0 U) 0 w J 0 L0 RG/�� No. 23372 PROFLSSIONAL DRAWING NUMBER C-3 3 OF 6 SHEETS .01 G�/,% " _,6 6. 16 X6.2 V11 nV 6.70 6.896. Erosion and Sediment Control Phasing Initial Phase (Phase 0 SOIL EROSION LEGEND X �NON SENSITIVE TYPE SEDIMENT WRIER Sdl -NS e)) 6-0�) SENSITIVE TYPE SEDIMENT BARRIER (Sd 1 -S) TEMPORARY HAY SALES (Sd 1 -Hb CONSTRUCTION EXIT CO 15 S 6. MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING FD_s2� Ile DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING QST DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM (Cd -S) .2 15 .15 STORM DRAINAGE OUTLET PROTECTION )� Lz' INLET SEDIMENT TRAP Qd 2 SEDIMENT TRAP CSd3 3 EOTE)MLE 6. C VCHANNEGAEL TATISTABONIUZATION Ch ROCK RIP -RAP %: `' `' CONCRETE 6.3 LEVEL SPREADER CD RETROFIT CK) r ------- I DUST CONTROL E)u FLOATING SURFACE SKIMMER Sk 6,16.16 6 8 X\ 7. 6,61,w- \63 6,1164 \6t6 .3 6.56 11 6.10 7.16 6,6 Z\ 6.5 X P 6. 4 -6 T4 10 .06. 7. "Of 4P., 6.1 6. r6 \6 \6. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 11 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 11) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase ///) 1. This phase shall include outfall protection, any revised inlet protection and any other aermonent devices. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS ANDIOR 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. N A. \,6.45 6.47 5 0 A6. X 6.48 6(.2 6.3 0 \6.47 6.38 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. SPECIAI 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 TWE 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 BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EX',T TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL It CERTIFICATION NO. 2104 ISSUED 1 1-5-05 EXPIRES 1 1-5-20 5CALF: 1' = 10' 0 10, 20' 25' > z <4 z cp z > U LL to in _j 0 z 0 z Lj 2 C) W z z 0 W _j 6 LO No. 286/2 W DRAINING NUMBER C-4 . 4 OF 6 SHEETS LS LL to in _j 0 z 0 z Lj 2 C) W z z 0 W _j 6 LO No. 286/2 W DRAINING NUMBER C-4 . 4 OF 6 SHEETS LL, 0 U U < co � 1XI LIL, < 0 Z (L DL, 0,CD 0 Z LL U u, 0 z z z 0oz LL, x Ld F- m zLij Ld co 7 n z 0 0 u LLJ co 0 z 0 Lr) 0 IY LLJ 0 U) R IJC28372 8 3 7 2 PRDFEESICh A, ,1�57 DRAWING NUMBER C-5 5 OF 6 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.12 ACRES ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.09 ACRES ACRES. 2. DEVELOPER / CONTRACTOR FRANK KONCUL SALTWIND CONSTRUCTION 2 SOUNDING POINT RETREAT SAVANNAH, GEORGIA 31411 3. 24 HOUR CONTACT : FRANK KONCUL 912-398-1161 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 I 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 ESTABLISHED 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 ESTABLISHED. 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 STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT 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 APPLIED 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 ACCOMPLISHED 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 FLOOD ZONE "AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051C0326F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE -12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 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 FACILITIES AT ALL TIMES. 5. STATE WATERS DO 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 DRAINAGE SYSTEM, SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE 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 PUBLIC 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 ELIMINATE 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 LIMBS, 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. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED 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 S ITE DATA ZONE....................................................i TOTAL ACREAGE .............................. 0.12 ACRES ESTIMATED DISTURBED ACREAGE.... 0.9 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS ' B" MINIMUM 1 GEOTEXTILE UNDERLINER N.SJLR-2 (1.5"-3.5') COARSE AGGREGATE COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE JANUARY- INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES Crown MARCH- CENTIPEDE SOD OR 10 Lbs./Ac MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 17 min. MARCH- COMMON BERMUDA 1.5" x1.5, MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac ��i��3i�37■ COMMON BERMUDA (HULLED) I -leads APRIL- BROWN TOP MILLET 40 Lbs./Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR 10 Lbs./Ac AUGUST BUILDING CONSTRUCTION other method provided minimum P -factor, as required by GSWCC, is met. _ CENTIPEDE SOD 10 Lbs./Ac COMMON BERMUDA (UNHULLED) PERMANENT GRASSING SEPTEMBER RYEGRASS 40 Lbs./Ac SEPTEMBER OR FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL S ITE DATA ZONE....................................................i TOTAL ACREAGE .............................. 0.12 ACRES ESTIMATED DISTURBED ACREAGE.... 0.9 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS ' B" MINIMUM 1 GEOTEXTILE UNDERLINER N.SJLR-2 (1.5"-3.5') COARSE AGGREGATE COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE JANUARY- ANNUAL Crown MARCH- CENTIPEDE SOD OR 10 Lbs./Ac MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 17 min. MARCH- COMMON BERMUDA 1.5" x1.5, MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) I -leads APRIL- BROWN TOP MILLET 40 Lbs./Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR 10 Lbs./Ac AUGUST the past by wire, chars, and pockets or any other method provided minimum P -factor, as required by GSWCC, is met. _ CENTIPEDE SOD 10 Lbs./Ac COMMON BERMUDA (UNHULLED) 10 Lbs./Ac SEPTEMBER RYEGRASS 40 Lbs./Ac SEPTEMBER OR FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac 14, TEMPORARY CONSTRUCTION EXIT LEVEL II CERTIFICATION NO. 2104 ISSUED 1 1-5-05 EXPIRES 1 1-5-20 SILT FENCE - TYPE NON -SENSITIVE FRONT V4� V,` PERFORMANC.;t tVALUA$LON For a product or practice to be approved as a sedirnent hauler, that product or practice roust have a Documented f -factor na greater ttlan 0 045 for non -sensitive areas or 2 P -factor nn greater than 0.430 for sensitive areas, as specl- tied by GSWCC. For complete test procedures and approved products list please visit www.QaSwcq_ t_t` pjc SGV. -r,hi.6-27-t Criteria for Sediment Barrier i .i' Figure 6-27.1 Table 6-27.2 Post Size Type Z TPost f Size of Post taples Lelrlgth Guage Crown Legs[5: Past Wire 3' Glia or 2x4 314" 115., Scan wood Staples 17 min. ,,vide longmin. 1.5" x1.5, has 4' Oak 1.31h.1ft. min hJail/ Post Q Steel w I -leads Ld Z Steel 1.1o.ift. min S i 4 Laic 2"x2" Maximum Slopc Land Slope Length Above Fence Percent Feet 2 100 2 to 5 75 5 to 10 I S 3 10 tc 20 20' 15 T 'I r, areas n'hr:r .' tht, t slope is greater than a tl�;t area length of 10 feet hetween the too Al slope to the 'barrier sho,,id be provided. Table 6-27.3 Fasteners for Wood Posts i Z � m taples M Guage Crown Legs[5: Past Wire T 314" 115., _ Staples 17 min. ,,vide longmin. n °oz W [UuagE Length button hJail/ Post Q LJ w I -leads Ld Z Nails I 14 min 1" 3W 4 mirl.- Note Filte Fabric may also be attached to the past by wire, chars, and pockets or any other method provided minimum P -factor, as required by GSWCC, is met. _ FASTENERS FOR SILT FFNCES C'VERLAFA!ABRK� l.IVtr:=, °[I tla- .r rA FIR di 11:= II, i,',(' FE ?II;I 11 r..::nl-L --u- - F•'IL- VI'_. - ;11;I.:,r'='LL' �I rilWIt ',r P, dotAl; :i '.. ul it -'u, Aar,l,rk li ..:JLIL l:.l i'� fAl,!a i0,l=1?�I: 1.4 �';; r:i; .H'r .''I -I Figure 6-27.5 - I I I Z � m 0 M w< U� i Z - >� iz �o Ld T - _ S - n °oz W m W Q LJ w J Ld Z M Lli 00 N Z � m 0 w< U� Z - >� iz �o Ld Q=OWE P: OU ��LLU d CQ ZZ °oz W m W Q w a� Ld Z M iLUNIALI rI� 1-NIMIJr. Ll it' HIIah;`, "RIR T, W'- tn 'r No. 23372 PROFESSIONAL 6-2E)- 125 DRAWING (`LUMBER Lff-119 6 OF 6 SHEETS