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THIRTEENTH LN_6 2of2.pdf
��. ; a s l ) t , 1 c . " A V A �% W A N m y ' o r G a l = J a r s 8 ��1 ��1 1 ����D 8 Y s F M I / p t 0 W ; M i " a I r D m �� ! a . m e x 9 Y l t a m P L W �%�%�%' . S u n n i L O T a W D ' & i [ 6 " w * w r 1 3 . 3 4 '" i A V E R A G E E L E V A T I O N , w P L A T O F L O T 3 O F A S U B D I V I S I O N P O R T I O N S O F L O T i a L O T B O F A S U B D I V I S I O N 4 , T Y B E E C H A T H A M " [T!1 4w ! w S 69005'261DE 47.99' ! r ! f �cb t c a i { + gga S 69005 6"E ,�° 40-00' z � v 5/w mw (32 487 1 LOT 3 jr �a { W t + 1= I � � 1 W { +�� COOR NATE THE P055161L1TY IN OF RELOCATING EX15TING Y C\2 { I P WER POLE OR ROUTING { I DERGROUND WITH UTILITY i 1 PROVIDER z { ' i BENCHMARK NAIL P/P lam' - _ i _ - - - �`' g✓ o \ 4,� I \ 1 ELEV -14.81 + + +l( +l �l� 1 +� ( \ _ NAVD 1988 4�---------.,...-_---- ��1'�.�,=----� �-__•4...� a P p p- ool ! GRAVEL DRIVE- 20' RIVE 20' INGRESS & I I EGRESS ESMT. n o 13TH. LAN - -_------------ °,! �=--- --`- -------- 4,--_-..-.----� T N 69°05'26' W 88.00 +51ir or EmSTING SITE AND DEMOLITION PLAN .SPECIAL AVERAGE GRADE NOTES 1. THE AVERAGE GRADE TO BE USED A5 A BA5E ELEVATION TO 5ET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. 7SPECIAL BUILDING SET BACK LINE NOTES: UILDING OUTLINE 5HOWN ON THE PLANS I5 A55UMING THE M05T IDE PART OF THE BUILDING. 2. THE M05T OUTSIDE PART OF THE BUILDING INCLUDES ALL 51DING, 5HUTTER5, GUTTED, DOWN51FOUT5, DOWN5PUT BOOTS, TRIM WORK OF ANY MND OR T'Y'PE 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, PR.OTRUDE5 OUTSIDE OF THE BUILDING 5ET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG, GUTTER 5Y5TEM 15 TO BE INCLUDED A5 PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER 5Y5TEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIR.EPLACE5, ELEVATOR 5HAFT5, ROOF DECK,5, STAIRS AND AC COMPRE55OR5. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING 5ET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 95 USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING 51DING, 5HUTTER5, GUTTER;5, DOWN5POUT5, DOWNSPOUT BOCIT5, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING 5ET BACK LINK= WITHOUT A VARIANCE. NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRE[) UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXI5TING UTILITIES PRIOR TO COMMENCING OF CON5TRUCTION ACTIVITIF5 AND FOR. AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SMALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITFM5 NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR, 4, REMOVE ALL TREES A5 NECESSARY FOR PROP05ED CONSTRUCTION. LEGEND NEW EXISTING DESCRIPTION ..Q.. OF BUILDING FINISHED GRADE RESURFACE ASPHALT PAVEMENT OF [777] ASPHALT PAVEMENT TYPE I U _�� ASPHALT PAVEMENT TYPE I I 4 I.E.4.13 CONCRETE PAVEMENT O x -- CONCRETE SIDEWALK - SD- STORM DRAIN LINE - SS -- -ss- SANITARY SEWER LINE - W - - W -- WATER LINE • Q SANITARY SEWER MANHOLE t0 G. V8 GAS VALVE N W. Vo WATER VALVE ■ W M® WATER METER 5PECIAL F.F. NOTES ; 1. CONTRACTOR TO VERJFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WTH GOVERNING AGENCY REQUIREMENTS. 2. CONTRACTOR TO COORDINATE FIN15H FLOOR ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CL051NG5, DETOUR5 AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 9 ANY AND ALL NI-CE55ARY PERMITS MUST BE 05TAINED )M THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT ANY WORK. ;ONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT FRIOR TO ;FORMING ANY WORK WITHIN THE CITY OF TYBEE 15LAND tiT-OF-WAY. ,'HLORINATED D151NFF-CTED WATER SHALL NOT BE D15CHARGED D THE 5TORMWATER 5Y5TEM. X TREES TO BE REMOVED igdnay Map SPECIAL AE AND VE ZONE NOTES: 1. BUILDINGS IN "Al!" ZONES ARE TO HAVE THE FIN15HED FLOOR 5E1' A MINIMUM OF V ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD, 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUM`.NG, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' AIMIL FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE® ZONES AND ARE TO HAVE 15Q1.kP INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENL SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LE33 ABOVE ADJACENT GRADE. 5. BREAK AWAY WALL5 ARE REQUIRED IN "VE" ZONES. G. COORDINATE 51TE WORK AND FIN15MED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PEP, CODE. GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. IPF 0 TW 16.83 TP 14.165 FG 16.1 TS 16.10 TIG 16.10 TC 16.10 PROPERTY LINE IRON PIN FOUND • ' OF FIRE HYDRANT ..Q.. OF SIGN FINISHED GRADE FLARED END SECTION OF 61 SPOT ELEVATION •...°�"'� _�� CONTOUR I.E.4.13 I.E.4.13 INVERT ELEVATION O x -- CHAIN LINK FENCE IW` DITCH INVERT {y W ' 5PECIAL F.F. NOTES ; 1. CONTRACTOR TO VERJFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WTH GOVERNING AGENCY REQUIREMENTS. 2. CONTRACTOR TO COORDINATE FIN15H FLOOR ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CL051NG5, DETOUR5 AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 9 ANY AND ALL NI-CE55ARY PERMITS MUST BE 05TAINED )M THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT ANY WORK. ;ONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT FRIOR TO ;FORMING ANY WORK WITHIN THE CITY OF TYBEE 15LAND tiT-OF-WAY. ,'HLORINATED D151NFF-CTED WATER SHALL NOT BE D15CHARGED D THE 5TORMWATER 5Y5TEM. X TREES TO BE REMOVED igdnay Map SPECIAL AE AND VE ZONE NOTES: 1. BUILDINGS IN "Al!" ZONES ARE TO HAVE THE FIN15HED FLOOR 5E1' A MINIMUM OF V ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD, 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUM`.NG, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' AIMIL FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE® ZONES AND ARE TO HAVE 15Q1.kP INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENL SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LE33 ABOVE ADJACENT GRADE. 5. BREAK AWAY WALL5 ARE REQUIRED IN "VE" ZONES. G. COORDINATE 51TE WORK AND FIN15MED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PEP, CODE. GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. IPF 0 TW 16.83 TP 14.165 FG 16.1 TS 16.10 TIG 16.10 TC 16.10 PROPERTY LINE IRON PIN FOUND • ' OF 1 *P OF PAVEMENT FINISHED GRADE •- OF .- OF - TOP OF CURB Protect Information: F.I.N. : 4-0007-05-01 OB ADDRE55 : 13 TH LANNE ZONING: R-2 SITE SIZE : 0.16 ACRES ESTIMATED D15TURBED AREA; O.1 O ACRES OWNER: MICHAEL CLEMENTS OWNER ADDRESS : 1773 HIGHLAND VIEW DRIVE ST. AUGUSTINE, FLORIDA 32092 PHONE : FEMA MAP NOTES: 1. THIS DEVELOPMENT 15 W€ rhIN MINIMAL ZONING AREA "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305 € C 326 P, MAP €REV15ED 5EPTEMWR 26, 2008 (86 DATUM). 2. CONTRACTOR 15 TO VERIFY FEMA ELEVATION5 PRIOR TO ANY CONSTRUCTION ACTIVIT Z5. Survey Information : Survey: Reynolds Surveying Date of Survey: July, 2013 Datum : NAVD 1988 SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN R,EA50NABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, 015CREPANCY OR CONFLICT IN THE FLANS, SPECIFICATIONS OR, CON5TRUCTION 5TAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CON5TiRUCTION, HE SMALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR, WORD`;, REQUIRED TO BE RE -CONSTRUCTED BECAU5E OF 5AID ERROR, 015CREPANCY OR CONFLICT. 14.,0030 d OD Ur z � I III olM 11 o I Lu I w IIS U N O (' O FzwwU? UZ IW` 3: Ldp W ' w m 0 t0 W�_J J �_. jr U)(D( z , , LJLtt3 a r z c'� m _ < J .j d OD Ur z � olM 11 o wo Lu wm w IIS U N O (' O FzwwU? UZ IW` 3: Ldp W ' w m 0 t0 W�_J J �_. jr U)(D( z , , LJLtt3 a r z c'� m _ < J .j wl M i..d M O m w OD Ur w w � } o wo wm w IIS w �� N Gwl (' O FzwwU? UZ IW` 3: W ' w m � I v Q i wl w OD Ur wo wm w IIS w �� `'- � Gwl (' O FzwwU? UZ IW` 3: W ' w m A MINIMUM 7 7 PRIOR TO PIGGING z O J 0 0 d U) z I- U W ! UTILITIES PROTECTION CD lEpi 1-800-?Rc-7111 C DIRAVVIN(- NL, ABEq C-1 I OF 6 SHEETS DRIVE TO BE CONSTRUCTED OF PERMEABLE MATERIALS AND BE 25' WIDE (max,) AT ,;;. _d •4 r II:.:. R.O.W. LINE AS PER, CITY OF .- - Lam_ ... .,..,:.......=... ._ :.._.. :..._�.....,�: �� TYBEE 15LAND --i- P P '. P P P P I __P P P' ....--..... + / - -..---------- *��----._,.-... ----- 7�- + .b" T TP 13.00 � / TP 13.50 1 GRAVEL DRIVE MATCHISTING 20' INGRESS & DRIVE EL�VATION - EGRESS ESMT. 13TH. LANE _ - o "D 1w SPECIAL BUILDING SET BACK LINE NOTES 1. THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE M05T OUT5IDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS, TRIM WORK OF ANY BIND OR T'Y'PE OF COVERING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MADE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK. UNE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER 5Y5TEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THF BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AE5TECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. PROPOSED SITE PLAN I '} = 101 GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EX15TING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING GONDITION5 WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. SPECIAL AVERAGE GRADE NOTES 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL At AND VE ZONE NOTES: 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF f' ABOVE FLOOD. 2. BUILDINGS IN WE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER 5ET A MINIMUM OF V ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONE5 ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LEW ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE' ZONES. G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATION5 WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. DOMING GRADE VARIES VARIES 4 4 ELEVATIONS SHOWN ON PUWS SWALE DETAIL • 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. BUILDING v� 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE 15LAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUTTERS, DOWN5POUT5 AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK, LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT SYSTEM PRIOR. TO CON5TRUCTION. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FIN15MED FLOOR ELEVATIONS ARE TO BE SET A5 PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCE5. 2. PROP05ED BUILDING5 ARE TO BE SUPPORTED ON PIER5 OR FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL A5 TYBEE 15LAND REQUIREMENTS. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13" ACCORDING TO FLR.M. COMMUNITY PANEL NUMBER 13051C 326 F, MAP REWSED SEPTEMBER 26, 2008 ('88 DATUM). Z CONTRACTOR IS TO VERIFY FEMA ELEVA71ONS PRIOR TO ANY CONSTRUC71ON AC77WTIES. EASEMENT N07M- I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORD1NA7E ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. Z ALL DRAINAGE EASEMEN73 TO BE PRIVATELY MAINTAINED. Special Pre-Constructian Nate : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering rnateriale or beginning construction. 3 I/8" THICK "ECOSTONE" PERMEABLE BRICK PAVER OR APPROVED EQUAL TO HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL OR INSTALL FILTRATION MATERIAL 114" TO 112" BELOW THE TOP OF THE PAVERS SOLDIER COURSE AS A BORDER OR CONCRETE CURB SET 1/4" BELOW PAVERS WITH CONTROL/ EXPANSION JOINTS AT 160.C. (max) OR ELEVATIONS AS PER PLAN OR Ir BORDER A5 APPROVED WRAP GEOTEN TILE UP EDGE OF -•�°'� _ BORDER 12" TO CONTAIN STONE +III 111T SPECIAL INSTALLATION NOTE : 12" WIDE GEOTDMLE ALONG PERIMETER - TYPE AND INSTALLATION TO BE AS PER. MANUF. SPECIFICATIONS No.8 AGGREGATE 1.5' BEDDING AND FILTRATION -- No.8 AGGREGATE IN OFENING5 -+ FOR FILTRATION 4" OF No.57 STONE OPEN GRADED BASE COURSE I !- & (gun.) OF No.2 STONE 5UB-BA5E NATURAL L SUBGRADE ALL IN-5TALLATION PROCEDURES AND MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BAST: COURSE - PAVER MANUFACTURER INSTRUCTIONS TYPE AND INSTALLATION TO BE AS PER AND RECOMMENDATIONS. MANUF, SPECIFICATIONS NOTES: 1. CON5ULT WITH MANUFACTURER. IF 501L 15 EXTREMELY WEAK OR SATURATED. 2. PAVERS CAN BE OVERLAID OR INLAID ON EX15TING A5PHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON 5PECINCATIUN57=OR BA5e MATLF4ALS, SUBGRADE 501L AND BASE COMPACTION. 4. PLASTIC, STEEL, ALUMINUM OR PRECA5T CONCRETE, EDGING MAY BE USED IF APPROVED. 5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF #89 OR AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF r9CE 15LAND. SIDEWALK / DRIVEWAY BRICK PAVER DETAIL NOT TO SCALE LEGEND TEAR _ EXISTING PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB i TRAFFIC AND RIGHT-OF-WAY NOTES: P, 1. ALL ROAD CLOSINGS, DE'T'OURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECE55ARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE 15LAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. FG 12.3 TPS 12.307 NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK, WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROP05ED CON5TRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REA50NABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, D15CREPANCY OR CONFLICT IN THE PLANS, 5PECIFICATION5 OR CONSTRUCTION STAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK, OR EXPEN5E INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAU5E OF SAID ERROR, D15CREPANCY OR CONFLICT. Survey Information : Survey : Reynolds Surveyfng Crate of Survey : July, 2013 Datum : NAVD 1988 SCALE: I" = 10' - Emma 0 10' 20' 25' 00 s � U (y) Q U)EE Q ."s w 0 Ix � 2E U- QJW(YJW m LIJ 4 UK _ F p �'_ - r Z U LU a Z o c o ! (? o +a""k v � Criz r i 1 + • a 0 • !! •r Ld I 10 1♦ TP 13.52 @• � f '' � � TP 14,G0 � FG 13.0I 6 8 / -•• �•- 14 518- Rte' � 13 I r LANDSCAPE BERM OR RETAINING WALL TO PREVENT r I 5TORMWATER MIGRATION TO 1 +' �,f . ADJACENT PROPERTY - -- ---- -_�. TOP EL. 12.1 .0 --- - I \+�� I t �,Q DEPRE55 AREA G" DEEP AND 4' .. \.:: .xti 11 WIDE POR AN AREA T 3 5� - APPROXIMATELY 450 SP TC? 3 CONTAIN EXCESS STORM +^ ap . ,, WATER TP 14.21 I ` 11.-- I\, TT'5 I N I - F LOT A I rn - t +tier � I _ TP 14.00 TIP 13.851 DRIVE TO BE CONSTRUCTED OF PERMEABLE MATERIALS AND BE 25' WIDE (max,) AT ,;;. _d •4 r II:.:. R.O.W. LINE AS PER, CITY OF .- - Lam_ ... .,..,:.......=... ._ :.._.. :..._�.....,�: �� TYBEE 15LAND --i- P P '. P P P P I __P P P' ....--..... + / - -..---------- *��----._,.-... ----- 7�- + .b" T TP 13.00 � / TP 13.50 1 GRAVEL DRIVE MATCHISTING 20' INGRESS & DRIVE EL�VATION - EGRESS ESMT. 13TH. LANE _ - o "D 1w SPECIAL BUILDING SET BACK LINE NOTES 1. THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE M05T OUT5IDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWN5PUT BOOTS, TRIM WORK OF ANY BIND OR T'Y'PE OF COVERING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MADE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK. UNE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER 5Y5TEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THF BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AE5TECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. PROPOSED SITE PLAN I '} = 101 GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EX15TING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING GONDITION5 WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. SPECIAL AVERAGE GRADE NOTES 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL At AND VE ZONE NOTES: 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF f' ABOVE FLOOD. 2. BUILDINGS IN WE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER 5ET A MINIMUM OF V ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONE5 ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LEW ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE' ZONES. G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATION5 WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. DOMING GRADE VARIES VARIES 4 4 ELEVATIONS SHOWN ON PUWS SWALE DETAIL • 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. BUILDING v� 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE 15LAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUTTERS, DOWN5POUT5 AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK, LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT SYSTEM PRIOR. TO CON5TRUCTION. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FIN15MED FLOOR ELEVATIONS ARE TO BE SET A5 PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCE5. 2. PROP05ED BUILDING5 ARE TO BE SUPPORTED ON PIER5 OR FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL A5 TYBEE 15LAND REQUIREMENTS. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13" ACCORDING TO FLR.M. COMMUNITY PANEL NUMBER 13051C 326 F, MAP REWSED SEPTEMBER 26, 2008 ('88 DATUM). Z CONTRACTOR IS TO VERIFY FEMA ELEVA71ONS PRIOR TO ANY CONSTRUC71ON AC77WTIES. EASEMENT N07M- I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORD1NA7E ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. Z ALL DRAINAGE EASEMEN73 TO BE PRIVATELY MAINTAINED. Special Pre-Constructian Nate : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering rnateriale or beginning construction. 3 I/8" THICK "ECOSTONE" PERMEABLE BRICK PAVER OR APPROVED EQUAL TO HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL OR INSTALL FILTRATION MATERIAL 114" TO 112" BELOW THE TOP OF THE PAVERS SOLDIER COURSE AS A BORDER OR CONCRETE CURB SET 1/4" BELOW PAVERS WITH CONTROL/ EXPANSION JOINTS AT 160.C. (max) OR ELEVATIONS AS PER PLAN OR Ir BORDER A5 APPROVED WRAP GEOTEN TILE UP EDGE OF -•�°'� _ BORDER 12" TO CONTAIN STONE +III 111T SPECIAL INSTALLATION NOTE : 12" WIDE GEOTDMLE ALONG PERIMETER - TYPE AND INSTALLATION TO BE AS PER. MANUF. SPECIFICATIONS No.8 AGGREGATE 1.5' BEDDING AND FILTRATION -- No.8 AGGREGATE IN OFENING5 -+ FOR FILTRATION 4" OF No.57 STONE OPEN GRADED BASE COURSE I !- & (gun.) OF No.2 STONE 5UB-BA5E NATURAL L SUBGRADE ALL IN-5TALLATION PROCEDURES AND MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BAST: COURSE - PAVER MANUFACTURER INSTRUCTIONS TYPE AND INSTALLATION TO BE AS PER AND RECOMMENDATIONS. MANUF, SPECIFICATIONS NOTES: 1. CON5ULT WITH MANUFACTURER. IF 501L 15 EXTREMELY WEAK OR SATURATED. 2. PAVERS CAN BE OVERLAID OR INLAID ON EX15TING A5PHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON 5PECINCATIUN57=OR BA5e MATLF4ALS, SUBGRADE 501L AND BASE COMPACTION. 4. PLASTIC, STEEL, ALUMINUM OR PRECA5T CONCRETE, EDGING MAY BE USED IF APPROVED. 5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF #89 OR AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF r9CE 15LAND. SIDEWALK / DRIVEWAY BRICK PAVER DETAIL NOT TO SCALE LEGEND TEAR _ EXISTING PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB i TRAFFIC AND RIGHT-OF-WAY NOTES: P, 1. ALL ROAD CLOSINGS, DE'T'OURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECE55ARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE 15LAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. FG 12.3 TPS 12.307 NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK, WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROP05ED CON5TRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REA50NABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, D15CREPANCY OR CONFLICT IN THE PLANS, 5PECIFICATION5 OR CONSTRUCTION STAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK, OR EXPEN5E INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAU5E OF SAID ERROR, D15CREPANCY OR CONFLICT. Survey Information : Survey : Reynolds Surveyfng Crate of Survey : July, 2013 Datum : NAVD 1988 SCALE: I" = 10' - Emma 0 10' 20' 25' w 00 s � U (y) Q U)EE Q ."s w 0 Ix � 2E U- QJW(YJW m LIJ 4 UK _ F p �'_ - r Z U LU a Z o c o ! (? o � v � Criz r i r + • a w 00 s � U (y) Q U)EE Q ."s w 0 Ix � 2E U- QJW(YJW m LIJ (DO H-© UK _ F p �'_ - r Z U LU a Z o c o ! (? o � v � Criz r i r + • 0 • !! •r Ld 10 1♦ w 00 s � U (y) Q U)EE Q ."s w 0 Ix � 2E U- QJW(YJW m Z (DO H-© UK _ F p �'_ - r Z U LU a Z o c o ! (? o � v � w 00 U (y) Q U)EE Q Imo- G� w 0 Ix � 2E U- QJW(YJW Qz Z (DO H-© UK _ F p �'_ - r Z U LU UQ W (? w m M A MINNUM OF 7i PRIOR TO DIGGING UTILITIES PROTECTION CEN 1-800-282-7411 DRAWING NUMBER C-2 2 OF 6 SHEETS 4:'; blyr 2 1:1. � 5WALE W FG 19 11�- ► + 50 LF SWALE FG 12.2 AT 2% FG 12.,11 FG 12.9 I 115/80 MW DRIVE TO BE CONSTRUCTED T OF PERMEABLE MATERJAL5+ I NAVD1988 AND BE 25' WIDE (max.) AT _ R.O.W. LINE AS PER CITY fJIF - - - - - - - - - - - - - - TYBEE15LANDP_ P P -P. -P - 13 p -- -+h�qy_ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 TP 13.00GRAVEL DRIVE I TP 13.50 MATCH E'15TING 20' INGRESS & 13TH . LANIE EGRESS ESMT. DRIVE E A ION - - - - _-- - - - - - - ------------ - - - - - - - - - - ------ - - SPECIAL BUILDING SET BACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLAN5 15 A55UMING THE M05T OUTSIDE PART Of THE BUILDING. 2. THE M05T OUT51DE PART OF THE 13UILDING INCLUDES ALL 51DING, SHUTTERS, GUTTER5, DOWN5POUT5, DOWN5PUT BOOTS, TRIM WORK Of ANY KIND OR TYPE Of COVERING OR AE5TETIC FART Of THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART Of THE BUILDING, WITH THE EXCEPTION Of THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM Of THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4, CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS If A GUTTER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR 5HAi=T5, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS If A SPREAD FOOTING 15 U5ED. G. CERTIFICATE Of OCCUPANCY WILL NOT BE GRANTED If ANY FART Of THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTER5, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. PROPOSED SITE PLAN I"= 101 GENERAL DRAINAGE NOTES: FG 12.01 LAND5CAPff BERM OR RETAIN[ I` WALL TO PREVENT 5TORMWATER. MIGRATION TO ADJACENT PROPERTY TOP EL. 1 2. 1 GO LIF SWALE AT 0.5% FG 1 1.6 1. THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FOR51FEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EA5EMENT5. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO 5ET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE MEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL AE AND VE ZONE NOTES: E. BUILDINGS IN "Af" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF VABOVE FLOOD. 2. BUILDINGS IN "VE'ZONE5 ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER 5F A MINIMUM OF VABOVE FLOOD. 3, BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM Of I'A50VE FLOOD. 4. FLOOD VCNT5 ARE REOUIRED IN "AE"ZONE5 AND ARE TO HAVE I SQUARE INCH I SQUARE FOOT Of FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3', A MINIMUM Of 2 OPENINGS VOTM ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LM ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN'VE'ZONES. G. COORDINATE SITE WORK AND FINISHES) ft0OR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE WILDING ELEVATIONS ARE SET AS PER CODE. EXISTING GRADE VARIES 4 VARIES 4 ELEVATIONS SHOYM QN, PLANS SWALE DETAIL flit ro ime I 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. g Fq+61RNi EVE110F. �811 %R I 19H+O.- 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIE5. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUTTER5, DOWN5POUT5 AND DOWNSPOUT 500T5 AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT 5Y5TEM PRIOR TO CON5TRUCTION. GENERAL BUILDING INFORMATION NOTES: ELEVATIONS ARE TO BE SET AS PER FEMA 1. PROP05ED BUILDING FINISHED FLOOR FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCE5. 2. PROPOSED BUILDINGS ARE TO DE 5UPPOIRTED ON PIERS OR FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND FEMA ZONE REQUIREMENT5 AS WELL AS TYBEE 15LAND REQUIREMENT5. FEMA MAP NOTES 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051C 326 F, MAP RIEWSED SEPTEMBER 26, 2008 (88 DATUM). 2 CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. EASEMENT NOTES: I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO F7NAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS 71D BE PRIVATELY MAINTAINED. Special Pre -Construction Note: Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.). tops and depths prior to ordering materials or beginning construction, LEGEND ITEM EXISTING PROPOSED LVI �rl d 0 - 126 - DRAINAGE FLOW 12 ARROWS TOP OF PARKING I TPS SLAB 112.30 < SO it W-1 Lj Z P z (.9 0 n Lj W CW] Q 7 - W < 0 0 CLU) w w X ixJZ D g< > < w 2 ry 0 00) 0: Q0 0 U) 0 0 WNW 50) 1 j W z < a) 0 LJ Zcm < > Lj _j < Ld en to M mv DRIVE TO BE CONSTRUCTED T OF PERMEABLE MATERJAL5+ I NAVD1988 AND BE 25' WIDE (max.) AT _ R.O.W. LINE AS PER CITY fJIF - - - - - - - - - - - - - - TYBEE15LANDP_ P P -P. -P - 13 p -- -+h�qy_ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 TP 13.00GRAVEL DRIVE I TP 13.50 MATCH E'15TING 20' INGRESS & 13TH . LANIE EGRESS ESMT. DRIVE E A ION - - - - _-- - - - - - - ------------ - - - - - - - - - - ------ - - SPECIAL BUILDING SET BACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLAN5 15 A55UMING THE M05T OUTSIDE PART Of THE BUILDING. 2. THE M05T OUT51DE PART OF THE 13UILDING INCLUDES ALL 51DING, SHUTTERS, GUTTER5, DOWN5POUT5, DOWN5PUT BOOTS, TRIM WORK Of ANY KIND OR TYPE Of COVERING OR AE5TETIC FART Of THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART Of THE BUILDING, WITH THE EXCEPTION Of THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM Of THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4, CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS If A GUTTER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR 5HAi=T5, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS If A SPREAD FOOTING 15 U5ED. G. CERTIFICATE Of OCCUPANCY WILL NOT BE GRANTED If ANY FART Of THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTER5, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. PROPOSED SITE PLAN I"= 101 GENERAL DRAINAGE NOTES: FG 12.01 LAND5CAPff BERM OR RETAIN[ I` WALL TO PREVENT 5TORMWATER. MIGRATION TO ADJACENT PROPERTY TOP EL. 1 2. 1 GO LIF SWALE AT 0.5% FG 1 1.6 1. THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FOR51FEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EA5EMENT5. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO 5ET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE MEE ISLAND PLANNING AND ZONING DEPARTMENT. SPECIAL AE AND VE ZONE NOTES: E. BUILDINGS IN "Af" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF VABOVE FLOOD. 2. BUILDINGS IN "VE'ZONE5 ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER 5F A MINIMUM OF VABOVE FLOOD. 3, BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM Of I'A50VE FLOOD. 4. FLOOD VCNT5 ARE REOUIRED IN "AE"ZONE5 AND ARE TO HAVE I SQUARE INCH I SQUARE FOOT Of FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3', A MINIMUM Of 2 OPENINGS VOTM ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LM ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN'VE'ZONES. G. COORDINATE SITE WORK AND FINISHES) ft0OR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE WILDING ELEVATIONS ARE SET AS PER CODE. EXISTING GRADE VARIES 4 VARIES 4 ELEVATIONS SHOYM QN, PLANS SWALE DETAIL flit ro ime I 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. g Fq+61RNi EVE110F. �811 %R I 19H+O.- 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIE5. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUTTER5, DOWN5POUT5 AND DOWNSPOUT 500T5 AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT 5Y5TEM PRIOR TO CON5TRUCTION. GENERAL BUILDING INFORMATION NOTES: ELEVATIONS ARE TO BE SET AS PER FEMA 1. PROP05ED BUILDING FINISHED FLOOR FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCE5. 2. PROPOSED BUILDINGS ARE TO DE 5UPPOIRTED ON PIERS OR FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND FEMA ZONE REQUIREMENT5 AS WELL AS TYBEE 15LAND REQUIREMENT5. FEMA MAP NOTES 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051C 326 F, MAP RIEWSED SEPTEMBER 26, 2008 (88 DATUM). 2 CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. EASEMENT NOTES: I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO F7NAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS 71D BE PRIVATELY MAINTAINED. Special Pre -Construction Note: Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.). tops and depths prior to ordering materials or beginning construction, LEGEND ITEM EXISTING PROPOSED TOPO 121 FG ; 12.3 CONTOURS ----------- - 126 - DRAINAGE FLOW 12 ARROWS TOP OF PARKING I TPS SLAB 112.30 TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECE55ARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. AVERAGE SITE ELEVATION = 7.50 As PER TYBEE PLANNING AND ZONING. NOTES: I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX15TING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE P055IBM X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLAN5, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR, ANY WORK OF, EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, D15CREPANCY OR CONFLICT. Survey Information Surwy: Reynolds Surve*g Date of Survey : July, 2013 Datum NAVD 1988 U co z z Q 12 <z wo z M 0 III -j a 1, LIJ < SO it W-1 Lj Z P z (.9 0 n Lj W CW] Q 7 - W < 0 0 CLU) w w X ixJZ D g< > < w 2 ry 0 00) 0: Q0 0 U) 0 0 WNW 50) 1 j W z < a) 0 LJ Zcm < > Lj _j < Ld en to M LU co z Q 12 <z wo z M 0 III -j a 1, LIJ < SO it W-1 Lj Z P z (.9 0 ALJ H n Lj W CW] Q 7 - W < 0 0 CLU) w w X - D g< 0 Ww w 2 ry ca 0 Lj _j < en to LU co z Q <z wo z M 0 III -j a 1, LIJ < SO it W-1 Lj Z P z (.9 0 ALJ H n Lj W CW] Q 7 - W < 0 0 CLU) w w X - D g< 0 Ww w 2 ry ca PRIOR TO DIGGING UTILITIES PROTECTION CENTERI 1-800-282-7411 DRAWING NUMBER `2 C � C3F k.7 SHEETS LIMITS CSF DI TURBANCE � i s 69005'26"E �6' 47.99'\\ � r C�2 ""..".. -A A rA _ �ww.w �► Q�' U O( �" co 1 CO -►t°`otic �4 �\ I \ �` + y • _ ' I � -- v ------------ E4 — -----E I, LCAT 3 I DU o� i 1Now Ds I Ds2 C6I w I I + COOR NATE THE 1-055151LITY 11 A 4�0 0 OF RELOCATING EX15TING I i P &ER POLE OR ROUTING (\� I +�?� I I UNDERGROUND WITH UTILITY I ,, I ]PROVIDER I BENCHMARK I _ ,• NAIL P/P- �� r . 1 ELEV 14.81 NAVD 1988 4 L _,..-----------------�+--=—_.. — -- ' + 2 P P (P -P _ I P P P P P P P + ---- -- -- -- —63 �D' �$ _CSG CO) GRAVEL DRIVE 20'INGRESS & EGRESS ESMT. 13TH, LANAE Q \ \ 1/r N 69005' s"W 88.00' + SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I I" = ICY 5/8' Mw L.IMITSO DISTURBANCE WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICT70N OF THE CORPS OF ENGINEERS ANDIOR STATE OF GEORGIA DEPAR7MENT OF NATURAL RESOURCES LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONS7RUC77ON NOTE. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOiW OF AN ERROR, DISCREPANCY OR CONFUCT IN THE PLANS, SPECIFICATIONS OR CONST RUC77ON STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUC77ON, HE SHALL NOT BE ENTITLED TO COMPENSA77ON FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONI=LICT. BMF REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL 17 CERTIFICATION N0. 2104 ISSUED 11-5-05 EXPIRES 11-5-14 SOIL EROSArON LMEJO TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABLMAMON WITH TEMPORARY SEMNG DISTURBED AREA STABMMTION WITH PERMANENT SEEDING DISTURBED AREA STABLMOON WITH SODDING CHECK DAM STORY DRAINAGE OUTLET PRMC110N 3 ;5 ,T5 5 t' lei*119-1101 CHANNEL STABILIZATION VEGATAMON ROCK RIP— CONCRETE RAP RETROFIT DUST CONTROL m r,_r EM 0 �1�rriR' O 4 O 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 510 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Erosion and Sediment Control Phasing Initial Phase (Phase 0 I. This phase shall include Slit 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 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ill) 1. This phase shall include outfall protection, any revised Inlet protection and any other permanent devices. 5CALI=: I " = I a 6m 0 1 O' 20' 25' n i OD t1i i'- i R D i ( I z � zit 2LL < N LLJ � CO z � • I v� m" ti r I A N r * • C Lo V • in O I n i OD t1i i'- (r} R D d U � zit 2LL < N LLJ - CaaW CO z � • I W m" ti r A N r * • C Lo V • in O 4 g � z * u � Q O Q CO n i OD t1i i'- (r} R D d U � zit 2LL < N C - CaaW CO z � w� I W m" z A N O C V in O CJ g � W � Q O Q W OD t1i i'- (r} R D d zit 2LL < 1wx-jw 7 - CaaW M U5 w� W m" z W d ( Z d J n J 0 F- W a V) z d 0 0 X W J_ 0 U? 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STABILIZATION VEGATATTON CM ,, ►i C() O ROCK RIP --RAP CONCRETE +"o i d i // 1 i LEVEL SPREADER Ly +"�� ( "� "moo RETROFIT 1 0 1NCHMARK _ ` i LIMITS OF NAIL PiP e, ` � � t" — ELEv 14.s1 + _ _ _ +" "�' "� " i \ DISTURBANCE NAVD 18883 + ( + "/1 + i OUST CONTR4I. r � D D i _ ----- --�------------------- ' + P t D P © P P P -P P P P f CO I GRAVEL DRIVE // f 24 INGRESS & EGRESS ESMT. 13TH. LANE 72 N 69005'28"W 88.00' + sig- Mw SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II V$= JCP LEVEL 11 CERTIFICATION N0. 2104 ISSUED 11-5-05 EXPIRES 11-5-14 BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. WETLANDS NOTE: ALL WETLANDS ARE UNDER MRISDIC73ON OF THE CORPS OF ENGINEERS AND/0R STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE To THESE PROTEC7ED AREAS 4A9 ROUT PROPER PERMIT APPLICA77ONS AND APPROVAL. 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 SHAD., NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WTHOUT FIRST OBTAINING THE NECESSARY 'VARIANCES AND PERMITS, Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be Installed prior to c land disturbing activities to prevent sediment from leaving the site, Intermediate Phase Phase !1 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ili) 1. This phase shall include outfall protection, any revised Inlet protection and any_ other permanent devices. SPECIAL CONSTRUC77ON NOTE.• IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICA7701VS OR CONSTRUCTION STAKING AND FAILS To REPORT 7HE PROBLEM PRIOR TO CONSTRUCTION. HE SHALL NOT BE E7N7171E0 TO COMPENSA77ON FOR ANY WORK OR EXPENSE INCURRED BY HIlAd FOR wMK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF S41D ERROR, DISCREPANCY OR CONFLICT. SCALE: I" - I a C 10 2a 25' z Ca c � c� Z rS5 i I- 'i U) + <1°IX_jLd LL1 o °_j1= LO °r W _�° I v� M O a'�I p I-- W [� W } w N z _ O I= (D tt , P I z ry� `CO V Ca c � c� Z rS5 I- 'i U) + <1°IX_jLd LL1 °_j1= LO °r W _�° 0 W M O a'�I p I-- W [� W } N z _ O I= (D LJ , P I z ry� `CO 0 r o 0 r Z C� 3: } O � szs Ca c � c� gv rS5 I- 'i W(D z M + <1°IX_jLd zr °_j1= LO °r W _�° W M O z p V o G? O I LJ P I U o I W OD c� I- cn W(D z M w° 2 Lr_ <1°IX_jLd zr °_j1= LO °r W _�° W M z z. Y W^ U) d J z 0 W W I) z z 0 M ca I1r LTJ J U) CWACT A MINIMUM O 2 HjURS PR[UR TO DIGGING 14'S pt�STE #UTILITIES PROTECTION MLI TER I -80Q -x'82 -74P1 RG DRAWING NUMBER C-4 4 OF 6 SHEETS SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 777--1 WETLANDS NOTE.- ALL OTE:ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS ANDIOR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT 014WERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL 11 CERTIFICATION N0. 2104 ISSUED 11-5-05 EXPIRES If— 5-14 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. Erosion and Sediment Control Phasin I Initial Phase (Phase l) 1 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase lll) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent deices. SPECIAL CONSTRUC71ON NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN77TLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 5GALE: I " I a 0 O i w } z X i i 'j) zo I- U? w 0 z X w 2 u- U O Ix J Ltit j i.l_i 0 CV �(y)Z Q� Wry 0 'c V) —� q LU W LLj LLI > d z �3: r) O .� J z d�0 0 O i w } z X 'j) zo I- U? w 0 z X w 2 u- U O Ix J Ltit j i.l_i CV �(y)Z Q� Wry 0 'c —� q LU W LLj LLI > d z �3: r) O .� J z d�0 C3 Ljj 0 m r z 0) m S Lij 3�: 0 W � 1 O i w } r2 X 'j) zo I- U? w 0 z X w 2 u- U O Ix J Ltit z�o°�Z CV �(y)Z Q� Wry GO 'c LU Z 1 4 U C 0 Q C3 1 LU O i P1 X 'j) zo I- U? w 0 z X w 2 u- ¢ _j w Ix J Ltit z�o°�Z �(y)Z Q� Wry 'c LU Z m PRIOR TO I)MGING w J a J a w w z 0 0 ly W J 0 I) (UTILITIES PROIECTION CDERj E 1-800-282-7411 DRAWING NUMBER C-5 5 OF 6 SHEETS �%. . . . . . t e a . . . . ��. ��" n . . . a - f - p l u w a l 1 G I i i - p r i s m , n l w m r . v n V u n u i 1 . 7 w c n r j % P m . L T r L A I v w I n S L u v l t : B E T W E E N 0 P E R C E N T A N D 2 P E R C E N T W I T H S O M E S M A L L T R E E S . T H E P R O P O S E D P R O J E C T W I L L B E T H E C O N S T R U C T I O N O F A N E W R E S I D E N T I A L S T R U C T U R E . T H E T O T A L S I T E I S A P P R O X I M A T E L Y 0 . 1 6 A C R E S W I T H T H E E S T I M A T E D D I S T U R B E D A R E A T O B E 0 . 1 0 A C R E S . 2 . D E V E L O P E R j C O N T R A C T O R : M I C H A E L C L E M E N T S 1 7 7 3 H I G H L A N D V I E W D R I V E S T . A U G U S T I N E , F L O R I D A 3 2 0 9 2 3 . 2 4 H O U R C O N T A C T : M I C H A E L C L E M E N T S 9 1 2 - 4 . A L L E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S S H A L L B E I N C O N F O R M A N C E W I T H T H E C U R R E N T S T A T E S O I L A N D W A T E R C O N S E R V A T I O N C O M M I T T E E O F G E O R G I A " M A N U A L F O R E R O S I O N C O N T R O L I N G E O R G I A . 5 . P R I O R T O A N Y O T H E R C O N S T R U C T I O N , S T A B I L I Z E D C O N S T R U C T I O N E X I T S S H A L L B E C O N S T R U C T E D A T E A C H P O I N T O F E N T R Y T O O R E X I T F R O M T H E S I T E . A L L E N T R A N C E S T O T H E S I T E W H I C H A R E N O T P R O T E C T E D S H A L L B E B A R R I C A D E D . 6 . I M M E D I A T E L Y A F T E R T H E E S T A B L I S H M E N T O F C O N S T R U C T I O N E X I T S , A L L P E R I M E T E R E R O S I O N C O N T R O L D E V I C E S A N D S T O R M W A T E R M A N A G E M E N T D E V I C E S S H A L L B E I N S T A L L E D P R I O R T O A N Y O T H E R C O N S T R U C T I O N . 7 . A D D I T I O N A L E R O S I O N C O N T R O L D E V I C E S S H A L L B E I N S T A L L E D I M M E D I A T E L Y A F T E R G R O U N D D I S T U R B A N C E O C C U R S . T H E L O C A T I O N O F S O M E O F T H E E R O S I O N C O N T R O L . D E V I C E S M A Y H A V E T O B E A L T E R E D F R O M T H A T S H O W N O N T H E P L A N S I F D R A I N A G E P A T T E R N S D U R I N G C O N S T R U C T I O N A R E D I F F E R E N T F R O M T H E F I N A L P R O P O S E D D R A I N A G E P A T T E R N S . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O A C C O M P L I S H E R O S I O N C O N T R O L F O R A L L D R A I N A G E P A T T E R N S C R E A T E D A T V A R I O U S S T A G E S D U R I N G A N Y P H A S E O F C O N S T R U C T I O N . A N Y D I F F I C U L T Y I N C O N T R O L L I N G E R O S I O N D U R I N G A N Y P H A S E O F C O N S T R U C T I O N S H A L L B E R E P O R T E D T O T H E E N G I N E E R I M M E D I A T E L Y ! 8 . T H E L O C A T I O N S O F E R O S I O N C O N T R O L D E V I C E S S H A L L B E A D J U S T E D A S C O N S T R U C T I O N P R O G R E S S E S I N O R D E R T O M A I N T A I N A F U N C T I O N I N G E R O S I O N C O N T R O L S Y S T E M . 9 . T H E F A I L U R E O F A N Y E R O S I O N C O N T R O L D E V I C E T O F U N C T I O N A S I N T E N D E D , F O R A N Y R E A S O N , S H A L L B E R E P O R T E D T O T H E E N G I N E E R I M M E D I A T E L Y I 1 0 . E R O S I O N C O N T R O L D E V I C E S S H A L L B E I N S P E C T E D A F T E R E A C H R A I N F A L L E V E N T A N D A T L E A S T D A I L Y D U R I N G P R O L O N G E D P E R I O D S O F C O N T I N U O U S R A I N F A L L S . 1 1 . E R O S I O N C O N T R O L D E V I C E S S H A L L B E C L E A N E D W H E N T H E Y B E C O M E H A L F F I L L E D W I T H S E D I M E N T . 1 2 . E R O S I O N C O N T R O L D E V I C E S S H A L L B E R E P A I R E D A S N E C E S S A R Y T O M A I N T A I N A F U N C T I O N I N G E R O S I O N C O N T R O L S Y S T E M . 1 3 . E R O S I O N C O N T R O L D E V I C E S S H A L L B E M A I N T A I N E D U N T I L P E R M A N E N T C O V E R I S E S T A B L I S H E D A N D T H E N R E M O V E D S O T H A T D R A I N A G E F R O M T H E S I T E I S N O T I M P A I R E D . 1 4 . S T O R M W A T E R D E T E N T I O N D E V I C E S S H A L L B E C L E A N E D A S S P E C I F I E D A B O V E A N D A F T E R P E R M A N E N T G R O U N D C O V E R H A S B E E N E S T A B L I S H E D . 1 5 . A N Y D I S T U R B E D A R E A L E F T E X P O S E D F O R A P E R I O D G R E A T E R T H A N 1 4 D A Y S S H A L L B E S T A B I L I Z E D W I T H T E M P O R A R Y S E E D I N G . 1 6 . A N Y D I S T U R B E D A R E A S W I T H S L O P E S 2 : 1 O R F L A T T E R W H i c H A R E N O T S T A B I L I Z E D B Y A N Y O T H E R M E A S U R E S S H A L L B E S E E D E D A S S P E C I F I E D I N " P E R M A N E N T S E E D I N G " . 1 7 . V E G E T A T I V E M E T H O D S : A V E G E T A T I V E C O V E R S H A L L B E E S T A B L I S H E D A N D M A I N T A I N E D O V E R A L L F I N A L G R A D I N G A N D O T H E R D I S T U R B E D A R E A S O F T H E S I T E . S E E C O A S T A L P L A I N V E G E T A T I V E C O V E R S F O R A N O U T L I N E O F T H E E S T A B L I S H M E N T O F V E G E T A T I V E C O V E R S . W E E K L Y I N S P E C T I O N O F T H E G R A S S C O V E R S H A L L B E P E R F O R M E D T O I D E N T I F Y A R E A S R E Q U I R I N G R E - E S T A B L I S H M E N T O F G R A S S . L I F E R A T E : 1 T O 2 T O N S P E R A C R E F E R T I L I Z E R : 1 5 0 0 P O U N D S O F 6 - 1 2 - 1 2 P E R A C R E 1 8 . M U L C H : M U L C H S H A L L B E U N C H O P P E D , U N R O T T E D , S M A L L G R A I N D R Y S T R A W A P P L I E D A T A R A T E O F 2 T O N S P E R A C R E . M U L C H M A T E R I A L S H A L L B E R E L A T I V E L Y F R E E F R O M A L L K I N D S O F W E E D S A N D S H A L L B E F R E E O F P R O H I B I T E D N O X I O U S W E E D S W H I C H A R E A S F O L L O W S : C A N A D A T H I S T L E , J O H N S O N G R A S S A N D Q U A C K G R A S S . S P R E A D M U L C H M E C H A N I C A L L Y O R U N I F O R M L Y B Y H A N D . M U L C H A N C H O R I N G S H A L L B E A C C O M P L I S H E D I M M E D P L A C E M E N T P I A T E L Y A F T E R M U L C H P L A C E M E N T T O M I N I M I Z E L O S S B Y W I N D O R W A T E R . T H I S M A Y B E D O N E B Y P E G A N D T W I N E M E T H O D . M U L C H A N C H O R I N G T O O L , N E T T I N G O R L I Q U I D M U L C H B I N D E R S . 1 9 . S O I L T Y P E : T H E S O I L S I N T H I S A R E A H A V E B E E N C L A S S I F I E D B Y T H E S O I L C O N S E R V A T I O N S E R V I C E A S B E I N G C u c ( C h l p l e y - U r b a n C o m p l e x ) . 2 0 . T H I S D E V E L O P M E N T I S W I T H I N M I N I M A L Z O N I N G A R E A " A E - 1 3 " A C C O R D I N G T O F . I . R . M . C O M M U N I T Y P A N E L N U M B E R 1 3 0 5 1 0 2 6 F . M A P R E V I S E D S E P T E M B E R 2 6 , 2 0 0 8 . 2 1 . T H I S S I T E I S I N Z O N E " A E - 1 3 " A N D I S L O C A T E D W I T H I N T H E 1 0 0 Y E A R F L O O D Z O N E . A M I N I M U M E L E V A T I O N O F 1 3 . 0 H A S B E E N S E T . S P E C I A L N O T E S : a ��- i �% ���%. r t e 1 . T H E E S C A P E O F S E D I M E N T F R O M T H E S I T E S H A L L B E P R E V E N T E D E D B Y T H E I N S T A L L A T I O N O F E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S A N D P R A C T I C E S P R I O R T O O R C O N C U R R E N T W I T H L A N D D I S T U R B I N G A C T I V I T I E S . 2 . T H E I N S T A L L A T I O N O F E R O S I O N C O N T R O L M E A S U R E S A N D P R A C T I C E S S H A L L B E I N S T A L L E D P R I O R T O O R C O N C U R R E N T W I T H L A N D D I S T U R B I N G A C T I V I T I E S . 3 . E R O S I O N C O N T R O L M E A S U R E S W I L L B E M A I N T A I N E D A T A L L " M M E S . I F F U L L I M P L E M E N T A T I O N O F T H E A P P R O V E D P L A N D O E S N O T P R O V I D E F O R E F F E C T I V E E R O S I O N C O N T R O L , A D D I T I O N A L E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S S H A L L . B E I M P L E M E N T E D T O C O N T R O L O R T R E A T T H E S E D I M E N T S O U R C E . 4 . C I T Y O F T Y B E E I S L A N D P E R S O N N E L S H A L L H A V E T H E R I G H T T O I N S P E C T S T O R M W A T E R F A C I L I T I E S A T A L L T I M E S . S . S T A T E ' W A T E R S D O N O T E X I S T W I T H I N 2 0 0 F E E T O F T H E P R O P E R T Y . S . F R E S H W A T E R W E T L A N D S D O N O T E X I S T O N T H I S P R O P E R T Y . 7 . T H E E R O S I O N A N D S E D I M E N T C O N T R O L P L A N D E S I G N E R H A S V I S I T E D T H E S I T E P R I O R T O D E S I G N O F T H E E & S C P L A N S . S . T H E R E C E I V I N G W A T E R S F O R T H I S P R O J E C T I S T H E A D J A C E N T T Y B E E I S L A N D D R A I N A G E S Y S T E M , S A L T W A T E R M A R S H A N D U L T I M A T E L Y T H E A T L A N T I C O C E A N . S . A N Y D I S T U R B A N C E A R E A L E F T E X P O S E D F O R A P E R I O D ! G R E A T E R T H A N 1 4 D A Y S S H A L L B E S T A B A L I Z E D N T H T E M P O R A R Y S E E D I N G . 1 0 . A M E N D M E N T S O R R E V I S I O N S T O T H E E S & P C P L A N W H I C H H A V E A H Y D R A U L I C E F F E C T O N T H E P R O J E C T M U S T B E A P P R O V E D B Y T H E D E S I G N E N G I N E E R . 1 . A L L E L E V A T I O N S A R E B A S E D O N M E A N S E A L E V E L D A T U M . 2 . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R L O C A T I N G A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S P R I O R T O B E G I N N I N G C O N S T R U C T I O N A C T I V I T I E S A N D F O R A V O I D I N G A L L C O N F L I C T S W I T H S A M E . A N Y D A M A G E T O E X I S T I N G U 1 1 U T I E S S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . 3 . A L L W O R K S H A L L B E I N C O M P L I A N C E W I T H T H E S T A T E S O I L A N D W A T E R C O N S E R V A T I O N C O M M I T T E E ' S " M A N U A L F O R E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L I N G E O R G I A . A L L S E D I M E N T C O N T R O L F E A T U R E S S H A L L B E M A I N T A I N E D O N A R E G U L A R B A S I S A N D S H A L L B E R E M O V E D B Y T H E C O N T R A C T O R U P O N A C C E P T A N C E O F T H E S I T E B Y T H E O W N E R . S E E L A N D D I S T U R B I N G P L A N . 4 . A L L D I S T U R B E D A R E A S A N D P R O P O S E D E A R T H G R A D I N G N O T T O B E C O V E R E D B Y O T H E R S U R F A C E S S H A L L B E G R A S S E D A S D E S C R I B E D O N T H E L A N D D I S T U R B I N G A C T I V I T Y P L A N . 5 . E G R E S S F R O M T H E S I T E W I L L B E S U C H T H A T A L L V E H I C L E S M U S T T R A V E R S E C O N S T R U C T I O N E X I T S T O R E M O V E M U D F R O M T I R E S B E F O R E E N T E R I N G A N Y P A V E D P U B L I C H I G H W A Y . 6 . B A L E S O F H A Y , S T R A W O R S I L T F E N C E S H A L L B E P L A C E D A R O U N D A L L S T O R M I N L E T S T O P R E V E N T S E D I M E N T F R O M E N T E R I N G N E W P I P E O R D R A I N A G E W A Y S D U R I N G C O N S T R U C T I O N . T H E S E M E A S U R E S A R E T E M P O R A R Y . 7 . T H E S I T E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G P O S I T I V E D R A I N A G E O F A L L A R E A S W I T H I N T H E P R O J E C T S I T E I N C L U D I N G R I G H T S - O F - W A Y S , , E A S E M E N T S A N D L O T S . T H E C O N T R A C T O R S H A L L P R O V I D E T H E N E C E S S A R Y F I L L A N D O R G R A D I N G T O M E E T T H E F I N I S H E D P L A N G R A D E S A N D E L I M I N A T E A N Y A N D A L L A R E A S W H I C H A R E L O W A N D D O N O T D R A I N . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R E N S U R I N G P R O P E R D R A I N A G E O F A N Y A R E A S W H I C H A R E C H A N G E D A S A R E S U L T O F F I E L D A D J U S T M E N T S T O T H E C O N S T R U C T I O N P L A N S . 8 . T H E C O N T R A C T O R W I L L N O T B E G I N C L E A R I N G O R A N Y C O N S T R U C T I O N A C T I V I T Y U N T I L T H E A P P R O P R I A T E P E R M I T S H A V E B E E N I S S U E D . 9 . I F R E Q U I R E D , T R E E P R O T E C T I O N B A R R I C A D E S S H A L L B E I N S T A L L E D P R I M T O A N Y C L E A R I N G A C T I V I T Y A N D M A I N T A I N E D U N T I L I N S T R U C T E D B Y O W N E R O R E N G I N E E R T O R E M O V E T H E M . 1 0 . T H E C O N T R A C T O R S H A L L T A K E S P E C I A L C A R E T O A V O I D D A M A G E T O T R E E S A N D R O O T S Y S T E M S W H I L E W O R K I N G W I T H I N T R E E P R O T E C T I O N B A R R I C A D E S . T H E C O N T R A C T O R S H A L L N O T W O R K W I T H I N T R E E P R O T E C T I O N B A R R I C A D E S W I T H O U T A R E P R E S E N T A T I V E F R O M T H E O W N E R O R E N G I N E E R P R E S E N T . 1 1 . P R U N I N G O F T R E E L I M B S , B R A N C H E S A N D R O O T S O F T R E E S W H I C H A R E W I T H I N T R E E P R O T E C T I O N B A R R I C A D E S S H A L L B E D O N E I N C O N F O R M A N C E W I T H S P E C I F I C A T I O N S A N D R E C O M M E N D A T I O N S O F T H E " N A T I O N A L A R B O R I S T A S S O C I A T I O N " ( N . A . A . ) I N P R U N I N G S T A N D A R D S F O R S H A D E T R E E S " . A N Y V A R I A T I O N F R O M T H E R E C O M M E N D A T I O N O F T H E N . A . A . S H A L L B E A P P R O V E D B Y T H E O W N E R I N W R I T I N G P R I O R T O A N Y P R U N I N G . 1 2 . L I M I T S O F G R A D I N G A N D G R A S S I N G A R E I N D I C A T E D O N P L A N S A S " L I M I T S O F C O N S T R U C T I O N " . 1 3 . A L L D I S T U R B E D A R E A S F R O M N E W C O N S T R U C T I O N A C T I V I T I E S W I L L B E S E E D E & . . M U L C H E D , F E R T I L I Z E D A N D W A T E R E D T O P R O M O T E A S U F F I C I E N T G R O U N D C O V E R T H W I L L P R E V E N T S O I L E R O S I O N . S U F F I C I E N T C O V E R A G E S H A L L B E A S S P E C I F I E D I N " F R O S T C O N T R O L G R A S S I N G " . 1 4 . D R A I N A G E : A L L E X C A V A T I O N S H A L L B E P E R F O R M E D S O T H A T T H E S I T E A N D T H E A R E A I M M E D I A T E L Y S U R R O U N D I N G T H E S I T E W H I C H E F F E C T ' S T H E O P E R A T I O N S W I L L . B E C O N T I N U A L L Y A N D E F F E C T I V E L Y D R A I N E D . S U R F A C E W A T E R , G R O U N D ' W A ' T E R , O R A N Y P E R C H E D W A T E R W H I C H M I G H T B E E N C O U N T E R E D D U R I N G E X C A V A T I O N S S H A L L . B E R E M O V E D B Y A N Y A C C E P T A B L E M E A N S A P P R O V E D B Y T H E E N G I N E E R . T E N T A T I V E A C T I V I T Y S C H E D U L E S I T E D A T A Z O N E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' A E - 1 3 " T O T A L A C R E A G E . . . . . . � . . . . . . . . . . . . . . . . . . . . . . 0 . 1 6 A C R E S E S T U C E D D I S T U R B E D A C R E A G E . . . . 0 . 1 0 A C R E S & C A S O I L S U R V E Y F R O M W E S S O I L S C O A S T A L P L A I N V E G E T A T I V E C O V E R S M O N T H T E M P O R A R Y G R A S S o m v o o v M O N T H O F P E R M A N E N T G R A S S R A T E m ��: m ����a m m A N N U A L D M A R C H - C E N T I P E D E S O D O R 1 + 0 L b s j A c M A R C H L E S P E D E Z 4 1 0 L b s . l A c J U N E R O M 3 O " M A R C H - J U N E C O M M O N B E R M U D A 1 0 L b s . / A c M A R C H - J U N E C E N T I P E D E S O D O R C O M M O N B E R M U D A ( H U L L E D ) 1 0 L b s j A c A P P R O V E D F A B R I C . ( H U L L E D ) 1 . 3 1 b . / f t . m i n . r m , ' B U L D I N G C O N S T R U C T = F A S T E N E R S F O R W O O D P O S T S r d I = - J U L Y - C O M M O N B E R M U D A ( H U L L E D ) 1 0 L b s . / A c A P R I L - B R O W N T O P M I L L E T 4 0 L b s . / A c i ��u n ��m : ��. ��w O R 1 7 m i n . 3 / 4 " W i d e A U G U S T 5 m i n . a l i l l 1 0 I h s , l A c R ' : : 1 0 0 1 1 : : 0 1 : 1 6 P U 7 1 1 0 L d l i l l C O M M O N B E R M U D A ( U N H U L L E D ) 1 0 L b s . / A c S Y R R Y E G R A S S 4 0 L b s . / A c S E P T E M B E R 4 m i n . M i l l F E B R U A R Y 4 C F E B R U A R Y O R C E N T I P E D E S O D 1 / 2 B u . I A C a N S I T E D A T A Z O N E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' A E - 1 3 " T O T A L A C R E A G E . . . . . . � . . . . . . . . . . . . . . . . . . . . . . 0 . 1 6 A C R E S E S T U C E D D I S T U R B E D A C R E A G E . . . . 0 . 1 0 A C R E S & C A S O I L S U R V E Y F R O M W E S S O I L S C O A S T A L P L A I N V E G E T A T I V E C O V E R S M O N T H T E M P O R A R Y G R A S S R A T E M O N T H O F P E R M A N E N T G R A S S R A T E J A N U A R Y - A N N U A L D M A R C H - C E N T I P E D E S O D O R 1 + 0 L b s j A c M A R C H L E S P E D E Z 4 1 0 L b s . l A c J U N E C O M M O N B E R M U D A ( H U L L E D ) 3 O " M A R C H - J U N E C O M M O N B E R M U D A 1 0 L b s . / A c M A R C H - J U N E C E N T I P E D E S O D O R C O M M O N B E R M U D A ( H U L L E D ) 1 0 L b s j A c A P P R O V E D F A B R I C . ( H U L L E D ) 1 . 3 1 b . / f t . m i n . r m O R S S T E E E w O D P P O F A S T E N E R S F O R W O O D P O S T S r d I = - J U L Y - C O M M O N B E R M U D A ( H U L L E D ) 1 0 L b s . / A c A P R I L - B R O W N T O P M I L L E T 4 0 L b s . / A c A U G U S T O R 1 7 m i n . 3 / 4 " W i d e A U G U S T 5 m i n . a C E N T I P E D E S O D 1 0 I h s , l A c N A I L / P O S T @ 1 v i L d C C O M M O N B E R M U D A ( U N H U L L E D ) 1 0 L b s . / A c S Y R R Y E G R A S S 4 0 L b s . / A c S E P T E M B E R 4 m i n . F E B R U A R Y 4 C F E B R U A R Y O R C E N T I P E D E S O D 1 / 2 B u . I A C G E O T E X T I L E U N D E R U N E R C O A R S E A G G R E G A T E T E M P O R A R Y C O N S T R U C T I O N E X I T N . T . S . L E V E L I I C E R T I F I C A T I O N N 0 . 2 1 0 4 I S S U E D 1 1 - 5 - 0 5 E X P I R E S 7 f - 5 - 7 4 S D E V I N O M E : O V E R L A P 1 W A T F A B I O C J O I N T S F R O N T V I E W i ���%1 1 1 p Q _ N P O S T S I Z E C D 1 : w F E N C E M I N I M U M T Y P E O F P O S T ' S I Z E O F P O S T A ( M I N , 0 ( D , E ( . E M M L E N J 2 L - . ` ����Q ��` I w �� U j A 4 ' - 0 " S o f t w o a d 3 " d i a . o r 2 X 4 3 O " 1 8 " 2 8 " S " 6 ' - 0 " U S E 3 6 " D . O . T . O a k 1 . 5 " X 1 . 5 " 0 A P P R O V E D F A B R I C . S t e e l 1 . 3 1 b . / f t . m i n . r m O R S S T E E E w O D P P O F A S T E N E R S F O R W O O D P O S T S r d I = - z G A U G E C R O W N L E G S S T A P L E S / P O S T W i r e S t a p l e s 1 7 m i n . 3 / 4 " W i d e 1 / 2 " L o n g 5 m i n . a G A U G E L E N G T H B U T T O N N A I L / P O S T @ 1 v i L d C H E A D S N a i l s 1 4 m i n . i n 3 / 4 " 4 m i n . Y W I o t , m a p a , C D 1 : w i i i < C z i t J 2 L - . ` ����Q ��` I w �� U j L d o �� a t Y i 7 � = ) W 0 w r m w L d r d I = - z A a , C D w < C z i t J 2 L - . ` ����Q ��` I w �� U j L d v �� a t Y i 7 � = ) W 0 w r m w L d r d I = - z A Q D L L I J a z c q ' - @ 1 v i L d C z t 5 7 m { d 4 C w o L d a N 0 1 0 0 a , C D w < C z i t J 2 L - . ` ����Q ��` I w �� U j v �� a t Y i 7 � = ) W w m A v a { d 4 C w o a N w C D < C z i t J 2 L - . ` ����Q ��` I w �� U j a t Y i 7 � = ) W w m M J F - d 0 U 7 F - 0 0 C D N T A C T A M I N I M U M D F 7 2 H O U R S P R I O R T O D 1 5 5 1 4 5 4 . , U T I L I T I E S P R O T E C T I O N C E N T E R G D R A W I N G N U M B E R C - 6 6 O F 6 S H E E T S "An Approved Set of Flans must R,emaln on Job Site at All Times" REVIEW FOR CODE COMPLIANCE Every effort has bean made to Identify code violations, no oversight by the reviewer shalt be construed as authority to violate, cancel, alter 'or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or u rantee. Floviewed Rlf�n TH THE TH ALI, C TI { �g T@j COMPLY O P L� � 0 �`�'2 �h«.�i�.•�'^'o"'." K4fa1 60 �4Y1 EJ6 {�13 CODE GEORGIA A En PNTS All Insulations must comply with The Georgia State Energy Code g Edition and State of Georgie Amendments /All EiltatflO l ihatalistions fast ply y4th T s cR4 clonal Electrlo Qodt� j dldora and Stats of flftygla Amendments All Plumbing installations must comply with The international Plumbing node 200 Edition and State ,f Georgia Amendments DRAIN Y OIL & r CLOTH IN PLACE A Certificate of Occupancy will not be issued by the City o, Tybee Island until after a final building inspection and a FEMA inspection have been passed, the drainage and water/sewer ins tions at the site have been approved, and any req ra mitigation P.* t>fv%,cConiplished. PERVIOUS PAVEMENT SEE DRAINAGE PLAN ---- ti� + LOT A conductors m a , from the service -entrance conductors. IM coi vector shall warrant the pertwmm, { quaftva l hip, and the q ofaNftteteriek .. WIRI t MW tooproject (including strat Cuts) Oar 8, pffW Of two years after final accepton bytae SERVICE IN&Micr), Cly of 1laybee Island. under the v�rl m*hty %ivs-r t b P ISI ordinance, the City may require letters of creft or L'< .; I t.; C�WECi bonds in r to secure we obligation. A .)ecticn 9, pub-sectibh 8A2 -A Tybee LaMd btveiapmefit Coda SPECIAL FOOD H '' RD ZONES -- A & AE ZONES Finished floor elevation one foot minimum above BFE. No interior finishes. Walls designed to allow entry and exit of water. No mechanical, electrical, or plumbing allowed. Only parking, limited storage and building access allowed. EGRESS REQUIREMENT A minimum of two (2) means of egress shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the Mime emergency condition. $#Orion 0-050(Q SPACE BELOW FLOlrOd to re eve uELEVATION rtp es�ure to Hydrostatic vents re., encl000d cpccs bsic'v it sicvatlsc. t square itch at vant r'd'160d for inch S�t �icsr area. g,gg pppp ,^� aq grade �iittYs'r'l 4 U�Se S'ial�Jt Yi �," p•:a• 9 °q _ -.�.c walls t4 Permit A drive ay opening which connects a residential lot "�... publiC street shall not b$ greater #hon twenty -06 T es Land velopment i dl e wx� All dT veWsys mast he 0017141'Caw t}f �9BTCi"#88�JI b ct€f)i� 4 w4rior . ° '#:9 wok deli nW to Blow w of aed wit of motor, no ch&nic* lquipmek Only WkL,4 a on,4 Widfn., &i, "w Wow F It r �ABBRE AlIONS ABV. ABOVE MIN. MINIMUM A/C AIR CONDITIONING MIR. MIRROR A.F.F. ABOVE FINISHED FLOOR N.T.S. NOT TO SCALE AMSL ABOVE MEAN SEA LEVEL OC. ON CENTER B.C. BASE CABINET O.H. OVERHANG BRG. BEARING OV. OVENS vs BETWEEN PAN. or PANT. PANTRY BMI. BEAM P.C. PULL CORD CAB. CABINET PK. POCKET CAR. CARPET PL. PLATE CATH. CATHEDRAL PLtA�. PLYWOOD CJ CLING JOIST PSF POUNDS PER SQUARE FOR CLG. CEILING P.T. PRESSURE TREATED CLO. CLOSET CMU CONCRETE MASONRY UNIT R&S ROD AND SELF C.O. CASED OPENING REF, or REFG. REFRIGERATOR CONC. CONCRETE REINF. REINFORCING CT CERAMIC TILE RM. ROOM CTR. COUNTER R.O. ROUGH OPENING D DRYER REGI•D. REQUIRED DBL. DOUBLE RM. ROOM DJ DOUBLE JOIST S. or SLP. SLOPE DN. DOWN SF SQUARE FEET DW DISHWASHER SH. SHELF EA. EACH SHLVS. SHELVES j SHELVING EXT, EXTERIOR SHT. SHEET EXIST EXISTING SHW. or SHOW. SHOWER EW EACH WAY S.L. LITE FND. FOUNDATION SPECIFIC TIONS FJ FLOOR JOIST SYP. SOUTHERN YELLOW PINE FR. FRENCH SQ. SQUARE FTG. FOOTING T TILE F.V. FIELD VERIFY T&G TONGUE & GROOVE GL GLASS TRANS. TRANSOM H.B. HOSE BIBB TPD TOILET PAPER DISPENSER HGT. HEIGHT TB TOWEL BAR HEAD. HEADER T.P. TOP PLATE HVAC HEATS. VENTILATION & A/C UNIT TR TOWEL RING .1ST. JOIST TYP. TYPICAL K.D.A.T. KILZ DRIED AFTER TREATMENT U.N.O. UNLESS NOTED OTHERWISE KW KNEE WALL V VINYL LAUN. LAUNDRY VERT. VERTICAL LIN. LINEN W WASHER LVL LAMINATED VENEER LUMBER W/ WITH MAX. MAXIMUM W.C. WATER CLOSET (TOILET) MANUF. MANUFACTURER WD. WOOD MBL. MARBLE W.I.C. WALK IN CLOSET MED. CAB. MEDICINE CABINET W.H. WATER HEATER MSL MEAN SEA LEVEL WWM WELDED WIRE MESH MECH. MECHANICAL WWF WELDED WIRE FABRIC MC MEDICINE CABINET YP YELLOW PINE MICRO MICROWAVE OVEN SERVICE EQUtPNiENT-DISCMNECTiNG MEANS NEC L.230-70 -14 to disconnect alt Means shall be Provided building or other structure A Certificate of Occupancy will not be issued by the City o, Tybee Island until after a final building inspection and a FEMA inspection have been passed, the drainage and water/sewer ins tions at the site have been approved, and any req ra mitigation P.* t>fv%,cConiplished. PERVIOUS PAVEMENT SEE DRAINAGE PLAN ---- ti� + LOT A conductors m a , from the service -entrance conductors. IM coi vector shall warrant the pertwmm, { quaftva l hip, and the q ofaNftteteriek .. WIRI t MW tooproject (including strat Cuts) Oar 8, pffW Of two years after final accepton bytae SERVICE IN&Micr), Cly of 1laybee Island. under the v�rl m*hty %ivs-r t b P ISI ordinance, the City may require letters of creft or L'< .; I t.; C�WECi bonds in r to secure we obligation. A .)ecticn 9, pub-sectibh 8A2 -A Tybee LaMd btveiapmefit Coda SPECIAL FOOD H '' RD ZONES -- A & AE ZONES Finished floor elevation one foot minimum above BFE. No interior finishes. Walls designed to allow entry and exit of water. No mechanical, electrical, or plumbing allowed. Only parking, limited storage and building access allowed. EGRESS REQUIREMENT A minimum of two (2) means of egress shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the Mime emergency condition. $#Orion 0-050(Q SPACE BELOW FLOlrOd to re eve uELEVATION rtp es�ure to Hydrostatic vents re., encl000d cpccs bsic'v it sicvatlsc. t square itch at vant r'd'160d for inch S�t �icsr area. g,gg pppp ,^� aq grade �iittYs'r'l 4 U�Se S'ial�Jt Yi �," p•:a• 9 °q _ -.�.c walls t4 Permit A drive ay opening which connects a residential lot "�... publiC street shall not b$ greater #hon twenty -06 T es Land velopment i dl e wx� All dT veWsys mast he 0017141'Caw t}f �9BTCi"#88�JI b ct€f)i� 4 w4rior . ° '#:9 wok deli nW to Blow w of aed wit of motor, no ch&nic* lquipmek Only WkL,4 a on,4 Widfn., &i, "w Wow F It r 5i_$ir LOT 3 I +tib s+ {{ 4"7.95' I 0 ,y 0 On Fia. FIr. Elev. Varies '. {� see Plea Sheet: Al o +� + + � E E 14.81 + + +y " +ti ,��• ,► L � UVD 1 � _ 0 i _ �� ti� 161-0# 13TH. LANE _ 4b 1/2" RBF !p P P P P P ---------------- +� -____- ..__--------------------- _---- i \ GRAVEL `— 20' INGRESS! & CU EGRESS ESMT. 0 ``_______________ ��------ _-_---------------- _______-- N 68°05'-96" W 88.00' + LOT 83 PLAT OF LOT 3 OF A SUBDIVISION OF PORTIONS OF LOT 81 & LOT B OF A SUBDIVISION LOT 82, WARD 4, TYBEE ISLAND, (CHATHAM COUNTY, GEORGIA AV.ERAGF- ELvAT104 I - 3.3 ,, ..,,,� ACCORDING TO THE F.I.R.IkI. DATED 8/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 13. 2 STREET ADDRESS: 12 13TH. Liles Ste'" BAC 'S RECIUIR IFRONT REAR J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912-3-52-0464 FAX: 912-•352-7787 V NO. 2249 Q ttl11! EQUiPIrlM: TOPCON AP-L1A ERROR OF CLOSURE: LINEAR: 1/- ANG:-"/A'NGLL BALANCED BY: - FLAT. 1/- 0 10 SCALE: 1" = 10' DATE: SEPTEMBER 13, 2012 SURVEY DA'Z'E: SEPTEMBER 18, 2012 PLAT FILE N0.06 -73B ■■■■■■■■■■ 10'--4" 6� h, 5/8" RBF q Co — - 6-4 ••� CO 100 � ;� pa a r� it � zzz vs 5i_$ir LOT 3 I +tib s+ {{ 4"7.95' I 0 ,y 0 On Fia. FIr. Elev. Varies '. {� see Plea Sheet: Al o +� + + � E E 14.81 + + +y " +ti ,��• ,► L � UVD 1 � _ 0 i _ �� ti� 161-0# 13TH. LANE _ 4b 1/2" RBF !p P P P P P ---------------- +� -____- ..__--------------------- _---- i \ GRAVEL `— 20' INGRESS! & CU EGRESS ESMT. 0 ``_______________ ��------ _-_---------------- _______-- N 68°05'-96" W 88.00' + LOT 83 PLAT OF LOT 3 OF A SUBDIVISION OF PORTIONS OF LOT 81 & LOT B OF A SUBDIVISION LOT 82, WARD 4, TYBEE ISLAND, (CHATHAM COUNTY, GEORGIA AV.ERAGF- ELvAT104 I - 3.3 ,, ..,,,� ACCORDING TO THE F.I.R.IkI. DATED 8/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 13. 2 STREET ADDRESS: 12 13TH. Liles Ste'" BAC 'S RECIUIR IFRONT REAR J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912-3-52-0464 FAX: 912-•352-7787 V NO. 2249 Q ttl11! EQUiPIrlM: TOPCON AP-L1A ERROR OF CLOSURE: LINEAR: 1/- ANG:-"/A'NGLL BALANCED BY: - FLAT. 1/- 0 10 SCALE: 1" = 10' DATE: SEPTEMBER 13, 2012 SURVEY DA'Z'E: SEPTEMBER 18, 2012 PLAT FILE N0.06 -73B ■■■■■■■■■■ 10'--4" 6� h, 5/8" RBF q Co — - 6-4 ••� CO 100 � ;� pa a r� VARIES TABBY STUCCO FIN. -- 16"x16"x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. HOOK 90' INTO FOOTING --- x 1 /2" P.E.J, TYP. � �rrrrss. wifrna CONT. REBAR DBL. LAYER OF 6x6 1.41.4 WWF FIBERMES'H AT PERIMETER. /f 4" 3.000 PSI CONC. SLAB W/6x6 1.41.4 WWF OR F113ERMESH 6 MIL. VAPOR BARRIER FIN. FL. EL. SEE PLAN Ny r/\f\� �... •••tee. r°\\ CONCRETE FOOTING ao • 2 #5 CONT. LAP 25 do d/ Cb .� (A I� ■ ,� �rSEND 25' tm CORNERS \\���� :' -....' L' +�a -rlT- --J- 3� CLEAR. TYP. N,ry`\``\15f Ai `; �� f� /� `� \ X`\; `\f SIDES 2'-6* x 4 #5 EA, WAY TOP & BOT. t 1 x4 VERT. 0 6"o.c. COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN, LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 1 FOOTING SECTION Al SCALE: P.T. 2xWs 0 1/3 POINTS OR AS REQ. LATTICE UNDERPINNING 1" 3'-0rr CONT. #5 r, REBAR 11-0 30 b a p 143 HORIZ TOP AND B TTOM 0 18" O.C. ADD LAYER OF 60 1.44.4 WWF AT PERIMETER 4" 3,000 psi CONCRETE SLAB FIN. FL. EL.. SEE PLAN 41N.L SECTION SCALE: 3/e -i'-0" 1 #5's CONT: REBAR, TYP. c v `- 6 MIL VAPOR BARRIER, TYP. 6x6-VVI.4xW1.4 WWF COMPACTED 09 UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CON 2 Ws CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" *CORNERS) DBL. LAYER OF 6x6 1.4x1.4 WWF FIBERMESH AT PERIMETER. PIER FOOTINGS PER._G1TY OF TYBEE ORDINANCE TYBEE ORDINANCE Minimum footing to be 36 inches by 36 inches by 36 inches deep. Minimum 3 #5 rebar each way. Bottom of footing to be minimum of 36 inches below grade. 6x6-W1.4xW1.4 WWF 2-#5 CONT. -- 6 MIL VAPOR BARRIER FINJ FL. EL. SEE PLAN x COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. ,�^� 5 SECTION A, 1111 SCALE: 3/4"M11-00 4" 3,000 PSI CONC, SLAB W/6x6 1.4x1.4 WWF OR FIBERMESH 6 MIL. VAPOR BARRIER FIN. FL. EL. SEE PLAN FOUNDATION SECTION AT C VTPQI00 CTA10rA(ZC' °j COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY °.. OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. Q4 6 MIL VAPOR BARRIER #3 ► 18"a.c. 1'--4" 2 #5's CONT. REBAR IN FOOTING TURNED DOWN FOOTING SCALE: 3/4"=1'-"O" CONT. #5 REBAR ---- F N. FL. EL 41 + a"'-�4 1 RECESSED SLAB SEE PLAN 4" 3,000 psi CONCRETE Sl 64--W1.40111.4 WWF" a K- X ---F x---x___:.x- a `6 MIL. VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. -EXTERIOR STUCCO STUD WALL, REQUIRED LATERAL FORCE. REF. FEMA TECH. BULLETIN 5-9-3. 10 5/8" DIA.x1O" MIN BOLT W/7" MIN, EMBED ® 16"o.c. W/3x3x1/8 PLATE WASHER. (NOTE: A BOLT MUST BE PROVIDED WITHIN ZZ 6" TO 12" OF EACH END OF PLATE AND WITHIN 12" OF ALL CORNERS l8 0 fl -xF GRADE ° CON T. #5 AR 1#3 HORIZ TOP AND BOTTOM 0 18"o.c. 4 ELEVATOR: PIT SECTION Al SCALE: 3/4"-1'-D" NOTE: VERIFY FOUNDATION (SIT W/aEVATOR MANUF. 3#5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" *CORNERS) Lower Porch FIN. FL. EL. 13,75 4" THK. 3000psi CONC. W/6x6 W 1.4x W1.4 WWF ON 6 MIL VAPOR BARRIER, OVER 'TERMITE TREATED COMPACTED FILL. 16" X 16" CONIC. PIER FILLED W/3000 psi CONCRETE REINFORCED W/4 #5 VERTICAL, TYP. it-�i €€ a II -, d -L u A 4_1 t.. J. _....J L,". _......... J FOUNDATION PLAN SCALE. 1/4"= 1`_p" FOUNDATION NOTES: 1. CONCRETE SMALL DEVELOP 3000 PSI AT 28 DAYS. FLY ASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 9876, UNDER SLAB: 977oo. 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) ............ 3" CLEAR PIERS OR COLUMNS BELOW GRADE ....... 3" CLEAR PIERS OR COLUMNS ABOVE GRADE ........ 1 1/2' CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY, COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C-1116, TYPE III. 8, VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS, 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. 2'-0" DIA. CONC, FOOTING SEE RETAIL 6/A1. VERIFY EXACT LOCATION FOR STAIRCASE TO GRADE PRIOR TO CONSTRUCTION. Al %i • C: L Cb .� (A I� ■ ,� �aCID +�a t W W Z 8 11 aI �jwl 1111 _ -I 0 `\\ \\\\ f w � 3'-6"x 3'--6"x V- 8" 3�lAt3psi. I rrrr `@ 1 frrr �_______.______________.__ �___-__-________________ k____ I _____._.�___________� t CONC. FOOTINGW/4 #5's ff3 ' I EACH WAY, TYP. f I i � z Ga� II9C Sec. N.2 - SEIsAii�► c r p FIEtIiIRIcC. ' r I " 1 ere.:) 4 ham room � I M € FIN. FL. EL 13,75 shell be sepvvle1 Ili alt room son :.ai,.... I A CY 4" THK. 3000psi CONC. p 6y not kss then 544no X gypsum N evI • I i W/6x6 W 1.4x W1.4 WWF v? e�±�+Irel L J ON 6 MIL VAPOR BARRIER T OVER TERMITE TREATED Q w I COMPACTED FILL. € 11 I krI V v N &r I �3-0 18-4 12-0 III as � U 1 c�I CU RI! •I ] C_ dJ N .... iu ___.�___.,...._____Ono ..."M=I.________.... _ J P.T. 4x4 r---,. ------- r> I ....._,____________€..�.____.......... I Z I .i- G i i• `" R Q „ rr it I f mm_-__._ 1 i .H, ( ! ( POST, TYP. _____ __ _ n ---- I� - -------- ' ! ..__________-_ I " ! ; 1 --------------- I f1 r -- 1--- == _ ! 25 -0 I V.H. " i �1 12 - / f5=,, II „ ' �r4'_____� i = 11 1 iI � I �Ir I i t ( t � I €fl JL � fE j � i" � ._______ItE r I Ill tl€ I I I I I I ______ Ifjll _-- ---------- -9! I ,,.j H.B. - r. ,...ONO "1 o� ...� f i L ,.{„ f f�@ I � ( 41 I I ! I 2'-6" CONT. i 1 000 psi CONIC. Orr --- I 1 FOOTING WO3 #5's, TYP. ; R 1 I I I ii ' c________.______________________._____._-_� - Li III @ L:o�rer Porch I + I n n I f till } I •••L ii of r'Lower Level � �+� FIN. FL. EL. 13.75 I a THK. 3000psi CONC. � I€ II f 1 i e Ill """� -w-I r -n- " """ -" "" '- - _ FIN. FL. EL. 14.08 Iii .e ! cs W/6x6 W 1.4x W1.4 WWF ON 6 MIL VAPOR BARRIER O �I _ _ _ _ _ till _ _ i 4" THK. 3000psi CONC. IL _ _ _ _ _ _ :'" • ` ` " �' .I OVER TERMITE TREATED I • • • : i t W/6x6 W 1.4x W1.4 WWF ( i t _� r := COMPACTED FILL. �'11 J " s 11 ON 6 MIL VAPOR BARRIER I € 11 a ° / �- +- OVER TERMITE TREATED ° , °° i COMPACTED FILL. (� Ott c1� I ` I GO -BOLT 0 EACH PIER, SEE DETAIL 1/A8. I r-�r- - �- -1 -.. � II I. ( 01 ,.. .,,. _..., ....�. I------- _ I 1 _. ._ - .�.............,...�......... - - i 1.L ..., ............. �.. ... ... �,..........� ....., . ... f -------------------------- t.. J. _....J L,". _......... J FOUNDATION PLAN SCALE. 1/4"= 1`_p" FOUNDATION NOTES: 1. CONCRETE SMALL DEVELOP 3000 PSI AT 28 DAYS. FLY ASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 9876, UNDER SLAB: 977oo. 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) ............ 3" CLEAR PIERS OR COLUMNS BELOW GRADE ....... 3" CLEAR PIERS OR COLUMNS ABOVE GRADE ........ 1 1/2' CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY, COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C-1116, TYPE III. 8, VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS, 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. 2'-0" DIA. CONC, FOOTING SEE RETAIL 6/A1. VERIFY EXACT LOCATION FOR STAIRCASE TO GRADE PRIOR TO CONSTRUCTION. Al SHEET .A.l � of 13 %i M � C: 'n v Cb .� (A I� ■ ,� �aCID +�a W W Z 8 Ca Q ff3 z z M A CY Q G3 G V v N Ci z as � U 1 c�I CU RI! N <t SHEET .A.l � of 13 place sidelite face of door plain 1 1/2" jamb 1 1/4" pilaster 2x6 pilaster .* 1x BASEBOARD pemko #1108 threshold +� porch decking 3/4" t&g heart pine w V '--,-3/4.- t&g SUB -FLOOR W plywd. underlayment deadwd. sill face eturned 0 ends) Jamb DeiailsSlll Dimension's 1 %Ahh DOOR SILL SEC-nON SCALE: 3 4 �1 —Q a I r BEAM SEE ELEVATION - 2xMAT.L' CAP (FLASHED) MOUULDG BE 'CIO M Oi 74 1 /2 RND. 10x1 o 'Cox' COLUMN, SEE PLANS, TYP. W SIMP'SON CB1010 (OPTIONAL W/'SOLID POST, TYP. PORCH BALCONY FIN. FL. A 1 SEE PLAN 10AO-COLUMN DEI6tL SCALE: 2" BED & COVE MOULD FLASHING, TYP. ---\ FLASHING, TYP.- DOOR, YP. DOOR, SEE SCHEDULE- - DRIP CAPa /--2x6 HARDI-TRIM HEADER, TYP. TYPICAL DOOR CASING DETAIL SIMILAR SCALE: 3/4"=1'-0" 5/4"x8" CORNER TRIM BOARD, TYP. SHEARWALL, SEE DETAILS SHEET A8 & A9, TYP. — 16" TJi's 230 SERIES 01 16" O.C. TYPICAL. WOOD TREADS 1000 P.T. POST W/CAP. TYP. FSEE DETAIL THIS SHT. 42'-0" 33'-10" S'-2" 4' $" 3'-8" 6'-3" 10'-8" dr " - 3'-6" 3'-6" " 3j" W/PAINTED RISERS, TYP.-- 1 " YP.1" TYP. .I • T RETURN END q.•• 40 --- 2 1/2" WOOD SILL (STOP W/SLOPE, TYP. -_ • d APPLY 1/2- PLYWOOD SHEATHING TO PERIMETER OF ELEVATOR SHAFT. • l V 2 'GO -BOLT' N ----------- CONC. PIER, LIN. 1O F SEE DETAIL 1 /A7. -----_-_-__ i - DRIP CAPa /--2x6 HARDI-TRIM HEADER, TYP. TYPICAL DOOR CASING DETAIL SIMILAR SCALE: 3/4"=1'-0" 5/4"x8" CORNER TRIM BOARD, TYP. SHEARWALL, SEE DETAILS SHEET A8 & A9, TYP. — 16" TJi's 230 SERIES 01 16" O.C. TYPICAL. WOOD TREADS 1000 P.T. POST W/CAP. TYP. FSEE DETAIL THIS SHT. 42'-0" 33'-10" S'-2" 4' $" 3'-8" 6'-3" 10'-8" dr " - 3'-6" 3'-6" " 3j" W/PAINTED RISERS, TYP.-- 1 " YP.1" TYP. .I • T RETURN END q.•• 40 --- 2 1/2" WOOD SILL (STOP W/SLOPE, TYP. -_ • d APPLY 1/2- PLYWOOD SHEATHING TO PERIMETER OF ELEVATOR SHAFT. • l 6" REVEAL 0 GARAGE DOORS, TYP. 2-1 3/4"x16" MICROLAM 1.9E - -- -- - slb SPACE BELOW FLOOD El EV 110 (AE -Zane) moo liydraststlu vents rcqulrsd to elle W: ar pressure I t ! andosnd spa"n bq?c flood sI veti n,1 squire Inc of I rA t< pg� I �� .ngy 'j sgj �f ItOar Area. Ix W' 'plant r§�! a..3 a�It Batto c, LAX .tI` :.:�,,', as ° 1 �' a..� i 3 ,d:- . + Its RIIWIW to patiillt WIC' IN 9 , 'GO -BOLT' MOUNTED TO .� -------------------- FLOOR. BEAMS. INSTALL AS PER MANUF. SPECS. a O 04 16"x16" CONC. I r PIER. TYP. n - $0 ! N (� v Wim. 32"X32" LOUVERED w __ - �i .� HYDROSTATIC VENTS can 9 ;� (Landing) W/SCREEN, TYP. OF 4, Up to let Flr. REQUIRES LATERAL Ele aior m Cti I' ii FRAME 8" A.F.F. FORCE. REF. FEMAPP' a — --= 3/4" RND. --` z FRAME PLATFORM FOR H AC UNIT !'` TECH. BULLETIN 5-9-3, �II � o :0, W Q o MIN. ELEVATION TO BE 1 .0 MSL j; {Ic -13 v vp MVERIFY LOCATION AND D TH W/MECII. '� CORNER DETAIL �� B.C.�_N I ._-- ._._. —..._.._._._,-I 1 - OU TSI DE HOUSE CONTRACTOR PRIOR To STRUCTION. OOw SCALE: 1"= O SINK m Mora e (Concrete} Ind, a � 1T a (Epoxy Concrete) IM o 2" BED &COVE MOULD 2" HARDI DRIP CAP I 11 r I FLASHING, TYP.31 3/4 x1B !*� Guest 5u�te 2- -" " 6 HARDI-TRIM HEADER, TYP. 16" TJI's 560 SERIES Ref (Concrete) MICROLAM 1_9E _ 1 T O.C. TYPICAL 9 1 a �"' R i c00 Am P h HARDI DRIP - HEADER, 3" CONT. 2"' HARDI-TRIM SILL, TYP. VINDOW CASING TYPE 'A' DETAI SCALE: 3/4"=1'-0" FLASHING, TYP, 2" BED & COVE MOULT 2" HARDI DRIP C 3" HARDI-TRIM HEADER, 2" AIF— W CASINO T) SCALE: 3/4"=1'--0" V 2 'GO -BOLT' N ----------- CONC. PIER, LIN. 1O F SEE DETAIL 1 /A7. -----_-_-__ CL 2-9 3/4"x16" 2-1 3/4"x18" X1 �r cn z 12'-0" MICROLAM 1.9E MICROLAM 1.9E - - - - --- - m Q i CAB. - --- - -------------- 4 op c (Concrete Broom -Finish) TIE—DOWN, SEE 40 f__ DETAIL 1/A8. 21'-0" r'' I 6 '� I I U 7'-8" 4>�4 N WEL POST rr 1 1 `''� O 6 1 1 0 00 W/CA ' i rrr T1�P,, r I i ��% rrr i i SHE-ARWAL)e SEE ► •E! DBL JTS. I o .%X.1 i i DETAILS<SHTS. A9 & 410. j Irr BOLTED TOGMER(WOMANI2�),TYP. B DETAIL 00 rrr (Concrete) ------------------------ a Lf------------------------ Qk! e B.C. r 00 4" 2:N%%_ T 00o 2" W.C. SH—LVS. ao TE Gara e io Lower Level 3' HIGH HANDRAIL (Epoxy Concrete) -� a W/CAP, TYP. NOTE: ALL FRAMING TO ill BE P.T. ON LOWER LEVEL 4" 3'-10" 33'-10" o� C9 A NOTES: SQUARE FOOTAGE DATA 18' TJI's 230 SERIES 6► 0 16" O.C. TYPI AL - DBL. JTS. BEARING WALLS. GARAGE STORAGE 96 LOWER HEATED 5 2. GARAGE FRAMING TO BE PRESSURE TREATED WITH 3 6" REVEAL 0 GARAGE DOORS, TYP. 2-1 3/4"x16" MICROLAM 1.9E - -- -- - slb SPACE BELOW FLOOD El EV 110 (AE -Zane) moo liydraststlu vents rcqulrsd to elle W: ar pressure I t ! andosnd spa"n bq?c flood sI veti n,1 squire Inc of I rA t< pg� I �� .ngy 'j sgj �f ItOar Area. Ix W' 'plant r§�! a..3 a�It Batto c, LAX .tI` :.:�,,', as ° 1 �' a..� i 3 ,d:- . + Its RIIWIW to patiillt WIC' IN 9 , 'GO -BOLT' MOUNTED TO .� -------------------- FLOOR. BEAMS. INSTALL AS PER MANUF. SPECS. a O 04 16"x16" CONC. I r PIER. TYP. n - $0 ! N (� v Wim. 32"X32" LOUVERED w __ - �i .� HYDROSTATIC VENTS can 9 ;� (Landing) W/SCREEN, TYP. OF 4, Up to let Flr. REQUIRES LATERAL Ele aior m Cti I' ii FRAME 8" A.F.F. FORCE. REF. FEMAPP' a — --= 3/4" RND. --` z FRAME PLATFORM FOR H AC UNIT !'` TECH. BULLETIN 5-9-3, �II � o :0, W Q o MIN. ELEVATION TO BE 1 .0 MSL j; {Ic -13 v vp MVERIFY LOCATION AND D TH W/MECII. '� CORNER DETAIL �� B.C.�_N I ._-- ._._. —..._.._._._,-I 1 - OU TSI DE HOUSE CONTRACTOR PRIOR To STRUCTION. OOw SCALE: 1"= O SINK m Mora e (Concrete} Ind, a � 1T a (Epoxy Concrete) IM o 2" BED &COVE MOULD 2" HARDI DRIP CAP I 11 r I FLASHING, TYP.31 3/4 x1B !*� Guest 5u�te 2- -" " 6 HARDI-TRIM HEADER, TYP. 16" TJI's 560 SERIES Ref (Concrete) MICROLAM 1_9E _ 1 T O.C. TYPICAL 9 1 a �"' R i c00 Am P h HARDI DRIP - HEADER, 3" CONT. 2"' HARDI-TRIM SILL, TYP. VINDOW CASING TYPE 'A' DETAI SCALE: 3/4"=1'-0" FLASHING, TYP, 2" BED & COVE MOULT 2" HARDI DRIP C 3" HARDI-TRIM HEADER, 2" AIF— W CASINO T) SCALE: 3/4"=1'--0" SHOWER ENTRY. C i I W LJ I I f 'I x� XII 2 3'-+P."' 14'-10" cr c I �r ' �. Beat Stor. I; M C � , ! I I O Colicret) cri7� O i i Zem I ( � 1 O 0118" TJI's 560 SERIES r I 0 16" O.C. TYPICAL 00 v-- - --------------------- SH 1Vs. °a Shower --- s V C t6 LIN. 1O FIEi�I VERIFY EXA+DT $i ', Llower oro M. z 'GQ -BOLT' COLUMN z 12'-0" • m Q , ,,.. CAB. 0 op z (Concrete Broom -Finish) TIE—DOWN, SEE 40 f__ DETAIL 1/A8. 21'-0" 42'-0" U 7'-8" op CANT. 2" HARDI-TRIM O 00 4'-6" — qg! g" •E! 01 2' -6x6' -1r FRAMEDGATE BOLTED Tx9 1/4R(WOMAN{ZED),TYP. BOLTED TOGMER(WOMANI2�),TYP. B DETAIL 00 - B.C. b 4" i T W.C. SH—LVS. ao STEP Lower Level Floor Plan FRAMED GATE O OUTDOOR a x3-0"xs'—a" (Concrete) SHOWER ENTRY. C i I W LJ I I f 'I x� XII 2 3'-+P."' 14'-10" cr c I �r ' �. Beat Stor. I; M C � , ! I I O Colicret) cri7� O i i Zem I ( � 1 O 0118" TJI's 560 SERIES r I 0 16" O.C. TYPICAL 00 v-- - --------------------- SH 1Vs. °a Shower --- s SILL, TYP. )OW CAI G TY 'C' DETAI SCALE: 3/4"=1'-0" V C U' 4x4 P.T. POST, TYP. FIEi�I VERIFY EXA+DT $i ', LOCATION.' M. z 'GQ -BOLT' COLUMN z 12'-0" CV 18'--0" 0 op z TIE—DOWN, SEE 40 f__ DETAIL 1/A8. 42'-0" U 7'-8" op CANT. 2" HARDI-TRIM O I — qg! g" •E! SILL, TYP. ' : 2' -6x6' -1r FRAMEDGATE BOLTED Tx9 1/4R(WOMAN{ZED),TYP. BOLTED TOGMER(WOMANI2�),TYP. B DETAIL 0 OUTDOOR - SHOWER ENTRY. b M T ao ar Lower Level Floor Plan TYPICAL SHEAR WALL SECTION a v (SEE SHT A9 FOR DETAIL) SCALE: 1/4".1'—a" NOTES: SQUARE FOOTAGE DATA 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD GARAGE 739 BEARING WALLS. GARAGE STORAGE 96 LOWER HEATED 981 2. GARAGE FRAMING TO BE PRESSURE TREATED WITH 3 31 PORCHES 360 SETS OF PURLINS *PERIMETER. 3. GARAGE FINISHES TO BE WATER RESISTANT BELOW FLOOD PLAIN 14.0 MSL. 4. CEILING HEIGHTS TO BE W-0" UNLESS NOTED OTHERWISE. 5. HVAC UNITS TO BE 1&0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. 6. AS NOTED ALL AREAS TO BE STAINED & SEALED CONCRETE HARDI—TRIM UNLESS NOTED OTHERWISE. SEE FLOOR PLAN. SILL, TYP. )OW CAI G TY 'C' DETAI SCALE: 3/4"=1'-0" IL. a N ,0Zyr V C U' 4x4 P.T. POST, TYP. FIEi�I VERIFY EXA+DT $i ', LOCATION.' z C4 CV M IL. a N ,0Zyr SHEET A 3 OF 13 V C C4 CV SHEET A 3 OF 13 V C M CV 0 z U O I •E! Ind Y- b M T 3 a v SHEET A 3 OF 13 4X4 P.T. POST ENCASED IN AZEK RAILING SYSTEM -1 r . r DRIVEWAY VARIES GARAGE DOOR DETAIL SCALE. 3/4"=1'-0" FIN. FL. DEC - ! ! BEVEL CUT CED R 2x6 BOTTOM RAIL 45-.--J/ 04 AZEK HANDRAIL DETAIL SCALE: 3/4"=1'-0" NOTE: AZEK RAILING SYSTEM TO BE INSTALLED AS PER MANUF. SPECS. AZEK TOP RAIL 5/4 CAP W/FLASHING 2xTRIM W/BED & COVE MOULDING — 1/2 RND. NECK AZEK BOT. RAIL 2x10 TRIM SEE PLANS CONCEALED FLASHING - TEEL DOOR, STAMPED ARRIAGE STYLE )AINTED), TYP. _USH DROP ANEL, TYP. ECESSED ' MIN. Z" STAINLESS STEEL TTACHED HINGES, TYP. CONCRETE APRON TO DRIVEWAY. FIELD DETERMINE PILASTER DETAIL @ BUILDING CORNERS SCALE: 1"=V-0" Z 0 LIJ W Li LiJ 0 CSL. I-- W Q N n BUILT-IN LAUN. CHUTE ® ABOVE 15" BASE CAB. - � ; C * LANDING I 4x4 NEWEL POST It • /CAP, Ti WOOD TREADS W/PAINTED RISERS, TYP. 3' HIGH HANDRAIL W/CAP, Ti 2'-4"x6'-0" DOOR W/RETURN— AIR UNDER.VERIFY W/MECH. CONTR. PRIOR TO CONST. 16" TJI's 230 SERIES ® 16" O.C. TYPICAL - DUAL SHOWER HEADS. OWNER TO TILE SURROUND, OWNER TO SELECT, Ti 1/2" REVEAL O PORCH/ROOF WHERE APPLICABLE O I C N —A." III V_ M, '-3" - in, - 6'-0" N f f m ( ■ In-Lawa (� WV _�==-_ ----- R&S 01 -$„ Ca @ sc° 0 CIO. I `I BRIC �-' QO (Wow) (Carpet) -31 R&S r 4 f� Shower It S 14 Laund C o ., ---- fi V Guest 5utte I (I F P LUW I-6 (Carpet) 18C 1013 R fc•� LIj V� I MLE SURROUND, i OWNER TO SELECT, TYP. 3;j m REQUIRED. 1' • 1 rl .-- 8'-0" 'r- �' 15°-10" 3'-Q" _ iQ _ 1 i' 3'-6" PULL-- OWN d pz�• U,. 1.2" STAINLESS STEEL S IRON. E D. N IW/BATTEN 'TRIM, TYF.Lo HANDLES, TYP. M � tom -s 4X4 P.T. POST ENCASED IN AZEK RAILING SYSTEM -1 r . r DRIVEWAY VARIES GARAGE DOOR DETAIL SCALE. 3/4"=1'-0" FIN. FL. DEC - ! ! BEVEL CUT CED R 2x6 BOTTOM RAIL 45-.--J/ 04 AZEK HANDRAIL DETAIL SCALE: 3/4"=1'-0" NOTE: AZEK RAILING SYSTEM TO BE INSTALLED AS PER MANUF. SPECS. AZEK TOP RAIL 5/4 CAP W/FLASHING 2xTRIM W/BED & COVE MOULDING — 1/2 RND. NECK AZEK BOT. RAIL 2x10 TRIM SEE PLANS CONCEALED FLASHING - TEEL DOOR, STAMPED ARRIAGE STYLE )AINTED), TYP. _USH DROP ANEL, TYP. ECESSED ' MIN. Z" STAINLESS STEEL TTACHED HINGES, TYP. CONCRETE APRON TO DRIVEWAY. FIELD DETERMINE PILASTER DETAIL @ BUILDING CORNERS SCALE: 1"=V-0" Z 0 LIJ W Li LiJ 0 CSL. I-- W Q N n BUILT-IN LAUN. CHUTE ® ABOVE 15" BASE CAB. - � ; C * LANDING I 4x4 NEWEL POST It • /CAP, Ti WOOD TREADS W/PAINTED RISERS, TYP. 3' HIGH HANDRAIL W/CAP, Ti 2'-4"x6'-0" DOOR W/RETURN— AIR UNDER.VERIFY W/MECH. CONTR. PRIOR TO CONST. 16" TJI's 230 SERIES ® 16" O.C. TYPICAL - DUAL SHOWER HEADS. OWNER TO TILE SURROUND, OWNER TO SELECT, Ti 1/2" REVEAL O PORCH/ROOF WHERE APPLICABLE O I C N —A." III V_ M, '-3" - in, - `� III '• B.C. 0 M�� `�-W.C. - 8 l o c Gall6ri+' (Wood) 37- 8°-10" 1 4'- SEE NOTE 2. P-00 MEN � MEEMMIMI 6'-0" N • • m ( ■ In-Lawa (� WV _�==-_ ----- R&S 01 -$„ Ca @ sc° 0 CIO. I `I --� �-' QO (Wow) (Carpet) -31 R&S r 4 f� Shower It ��I1 14 Laund 4'- ---- ( e) V Guest 5utte I . N LUW I-6 (Carpet) 18C 1013 I j fc•� LIj V� I MLE SURROUND, i OWNER TO SELECT, TYP. 3;j m REQUIRED. • Shower rl .-- 8'-0" 'r- �' 15°-10" 3'-Q" _ iQ _ 1 i' 3'-6" PULL-- OWN d pz�• U,. 1HYDRO-STO1P. BEAD BOARD CEILIN S IRON. E D. N IW/BATTEN 'TRIM, TYF.Lo I M � tom -s (Tile) PORCH BEAM, (3)1 3/4" 1/4 -LVL BOLTED TOGETHER( _______ OMAN ____ ZED�_TYP. _ -- `� III '• B.C. 0 M�� `�-W.C. - 8 l o c Gall6ri+' (Wood) 37- 8°-10" 1 4'- SEE NOTE 2. P-00 MEN � MEEMMIMI 0 in I 6'-0" N 4°-0" ■ own ( ■ In-Lawa Up to 2nd Fir. WV R&S 01 -$„ Ca @ sc° « ' et r !Guest N v (TILE) --� �-' QO (Wow) O -31 R&S r 4 f� Shower It ��I1 14 r O r 4'- SHT. C3 La. LUW Seat 18C 1013 _411 C.In LIj V� 1 . - &S REQUIRED. • In -Law Parc 'r- 1a AZEK DECi41NG OVER .1x.�. "� d pz�• U,. 1HYDRO-STO1P. BEAD BOARD CEILIN S n 30" above floor or graio IW/BATTEN 'TRIM, TYF.Lo I M � PORCH BEAM, (3)1 3/4" 1/4 -LVL BOLTED TOGETHER( _______ OMAN ____ ZED�_TYP. _ -- 0 in I 6'-0" N 4°-0" ■ own ( ■ Fill Up to 2nd Fir. 3—i 3/4"X16" LVL R&S 01 N Ca @ sc° « ' et r !Guest N v Lxun e QO (Wow) O R&S r 4 ��I1 r O r In -Law Sums O (CARPET) wan v 0 �g Q � �0 lk 10'-4" First floor Plan _ TYPICAL SHEAR WALL SECTION SCALE•. 1/4"-1'-0 (SEE SHT A9 FOR DETAIL) M NOTES: SQUARE FOOTAGE DATA 1. ALL FRAMING TO BE 24 EXTERIOR AND LOAD HEATED AREA 1717 co BEARING WALLS. PORCHES 466 BALCONY 72 2. VERIFY MECH, UNIT LOCATION W/MECH. CONTRACTOR PRIOR TO CONSTRUCTION, Ti Wall Legend 3` HVAC UNITS TO BE 13.0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. 2x8 FRAMED WALLS 4. CEILING HEIGHTS TO BE 9'-0" UNLESS NOTED OTHERWISE. 2x4 FRAMED WALLS & ALL PLUMBING WALLS TO BE 2x6 FRAMING. SHEARWALLS W M O SHEARWALL. SEE DETAILS SHTS. A9 & AID, Ti GQ -BOLT HOLDOWNS INSTALL AS PER MANUF. SPECS. SEE SHTS. A9 tit A10, TYP. 0 T W-3" Guest Porch AZEK DECKING OVER HYDRO—STOP. BEAD BOARD CEILINGS W/BATTEN TRIM, TYP. « 3'-0" HIGH HANDRAIL o SFJ: DETAIL THIS SHT. PORCH _BEA (3)1 1LV BOLTED TO =THER(WOMANIZQD), TYP. t I 10" PILASTER, TYP. SEE DETAIL SHT. A5. C 1Ox1O P.T. POST W/CAP. TYP. SEE DETAIL SHT. A2. COPYRIGHT (E) 2012 madman__ Designs (Landing) N ■ own c`� m w ■ Fill Up to 2nd Fir. Old l,12.1 f %lol F5 _ ,. rMS ��I1 SHT. C3 La. 18C 1013 _411 LIj V� 1 . - &S REQUIRED. z d pz�• U,. n 30" above floor or graio O M � fI�1e N aw . .* is .. ' 0 T W-3" Guest Porch AZEK DECKING OVER HYDRO—STOP. BEAD BOARD CEILINGS W/BATTEN TRIM, TYP. « 3'-0" HIGH HANDRAIL o SFJ: DETAIL THIS SHT. PORCH _BEA (3)1 1LV BOLTED TO =THER(WOMANIZQD), TYP. t I 10" PILASTER, TYP. SEE DETAIL SHT. A5. C 1Ox1O P.T. POST W/CAP. TYP. SEE DETAIL SHT. A2. COPYRIGHT (E) 2012 madman__ Designs SHEET A3 4 OF 13 N ■ own c`� m w ■ Fill S Old F5 C3 La. I LIj V� z d pz�• U,. O M � N aw c� I 04 z .� iV t {i { a �i U a � Q I I Y I C SHEET A3 4 OF 13 DOOR 5CHEDULE 0 SYMBOL SIZE QUAN. DESCRIPTION 1 30x 68 1 FRENCH WOOD W/LOWER PANEL 2 30x 68 2 2/3 LITE - STEEL 3 60x 68 1 PATIO UNIT 4 30x 68 1 FRENCH 5 30x 68 4 5 PANEL MOLDED INTERIOR 6 SIN 70 3 STL.PANEL GAR.DR.-CARRIAGE STYLE 7 60x 68 1 CASED OPENING 8 tax 68 6 5 PANEL MOLDED INTERIOR 9 50x 6a 2 DBL. 2'-6" 5 PAN. MOLDED INT. 1O 24x 6a 4 5 PANEL MOLDED INTERIOR 11 24x 68 2 5 PAN. - POCKET 12 28x 68 5 5 PAN. - POCKET 13 tax 6$ 1 5 PANEL MOLDED INTERIOR 14 28x 70 1 GLASS DOOR - SHOWER- FRAMELESS 15 24x 70 1 GLASS DOOR - SHOWER- FRAMELESS 1 DBL. HUNG - DBL. UNIT - 17 60x 68 1 FRENCH 18 50x 6$ 1 SLIDING 19 20x 611 1 5 PANEL MOLDED INTERIOR 20 lax 68 1 5 PANEL MOLDED INTERIOR 21 50x 80 1 SLIDING 22 60x 80 1 FRENCH 23 1344 80 1 SLIDING DOOR UNIT 25 28x 80 2 5 PANEL MOLDED INTERIOFMECHANICAL 26 24x 80 4 5 PANEL MOLDED INTERIO a 27 28x 80 3 CASED OPENING openingandafl r 28 2ax 80 1 5 PAN. - POCKET a 30 Nor p „ 29 20x 80 1 5 PANEL MOLDED INTERI OlCconder cord n NOTE: EXT. DOOR SIZES AS NOTED ABOVE ARE 'EAGLE ASCENcT'tgDd! , BUILT—IN LAUN. CHUTE 0 LINEN CLO. FIELD VERIFY QUiPMEN`� IRI ATTIdr aible by pull-down tai through a minimum a 20" x 1 ed 22' passageway to t e un t e1 latform at the unit A switched light, tle ai sate pan with a 3t4" aln It equired. INSWING DOOR SIZES. VERIFY W/MANUF. PRIOR TO ORDERING. SEE PLANS. NOTE: ALL WINDOW SIZES AS NOTED ABOVE ARE 'EAGLE TALON & AXIOM' WINDOW SIZES. VERIFY W/MANUF. PRIOR TO ORDERING, SEE PLANS. EMERGENCY ESDI E ifi RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE AIIC I?E CUE OPENINGS SHALL HAVE A IIdP01A NET CLEAkP, OPENING OF 5.7 $0, FT. EXCEPT µRAISE FLOOR OPENINGS SHALL HAVE A MINIIi U` ! ST CLEAR OP -ENING OF 5 $R. FT. "DOWS, Tlt�0AS AND SKYLIGllT3 S.STO 1/��D-S.S{/TABLES pj602At, 602A2, COZA3, SECT. 60 WI�fE?O1VS, 0 D� ors %,°' cap I APPROVE �'� �x��b��''��� : �:"s, AI<LBE rr s`ru mka' B e C,0 '¢L ➢IT � �'�� Y k�,H SOi�► " Elevator EMERGENCY ESCAPE AND RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE A140 RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT, EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF s $Q, FT, wa iC N r %MICRO/ OVEN WINDOW SCMWUM 1 R 30"Frez. 30"Ref. B.C. iv SYMBOL SIZE QUAN. DESCRIPTION A 2$x 30 4 CASEMENT — SIN. UNIT — AXIOM B 26x 30 3 CASEMENT — SIN. UNIT — AXIOM C 28x 36 7 CASEMENT — SIN. UNIT — AXIOM D 28x 30 2 CASEMENT — SIN. UNIT — AXIOM E ex 56 4 DBL. HUNG — SIN. UNIT — TALON F 50x 56 1 DBL. HUNG — DBL. UNIT —TALON G 26x 60 7 DBL. HUNG — SIN. UNIT — TALON H 2a RND. 1 FIXED — SIN. UNIT — AXIOM 50x 60 1 DBL. HUNG - DBL. UNIT - TALON K 54x 56 1 DBL HUNG - DBL. UNIT - TALON L 54x 60 1 DBL HUNG - DBL. UNIT - TION NOTE: ALL WINDOW SIZES AS NOTED ABOVE ARE 'EAGLE TALON & AXIOM' WINDOW SIZES. VERIFY W/MANUF. PRIOR TO ORDERING, SEE PLANS. EMERGENCY ESDI E ifi RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE AIIC I?E CUE OPENINGS SHALL HAVE A IIdP01A NET CLEAkP, OPENING OF 5.7 $0, FT. EXCEPT µRAISE FLOOR OPENINGS SHALL HAVE A MINIIi U` ! ST CLEAR OP -ENING OF 5 $R. FT. "DOWS, Tlt�0AS AND SKYLIGllT3 S.STO 1/��D-S.S{/TABLES pj602At, 602A2, COZA3, SECT. 60 WI�fE?O1VS, 0 D� ors %,°' cap I APPROVE �'� �x��b��''��� : �:"s, AI<LBE rr s`ru mka' B e C,0 '¢L ➢IT � �'�� Y k�,H SOi�► " Elevator EMERGENCY ESCAPE AND RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE A140 RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT, EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF s $Q, FT, wa iC N r %MICRO/ OVEN LT 10'-0" i BUILT-IN CAB.I11 Q OWNER TO SP FT.- Dining .- Din (WOOD) m x8 s_ CSD 160 O.C. in O III J III 1 "4 !6 v� Sleeping Parc t AZEK DECKING OVER o 21 {HYDRO -STOP. (BEAD BOARD CEILINGS.I IW/BATTEN TRIM. TYP. `r PORCH BEAM, (3)1 3/4"x9 t/4 -LVL BOLTED T06ETHER(WOMANIZ ), TYP. FINISH CEILING AS DIRECTED BY OWNER. ao $�h I r Great Room (WOOD) 6'-0" g'-1" RAISED HEARTH p PREFAB GAS I FIREPLAC " 5wond Floor Plan � = TYPICAL SHEAR WAIL SECTION SCALE: 1/4"=1'-0" (SEE SHT A9 FOR DETAIL) NOTES: M r• SQUARE FOOTAGE DATA 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD HEATED AREA 1779 BEARING WALLS. PORCHES 466 BALCONY 72 a 2. INSTALL HOUSE WATER SOFTENER. VERIFY EXACT OCATION W/ j� INSTALLER. INSTALLATION TO FOLLOW MANUF. SPECS. Wall d 3. HVAC UNITS TO BE 13.0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. 2x6 FRAMED WALLS 4. CEILING HEIGHTS TO BE 10'-0" UNLESS NOTED 2x4 FRAMED WALLS OTHERWISE. SHEARWALLS 5. ALL PLUMBING WALLS TO BE 2x6 FRAMING. S. OWNER TO VERIFY KITCHEN CONFIGURATION PRIOR TO CONSTRUCTION. Q SHEARWALL, SEE DETAILS SHTS. A9 & A10. TYP. GO -BOLT HOLDOWNS INSTALI AS PER MANUF. SPECS, SEE SHTS. A9 & Al 0, TYP. z r�W�Il�� Upper Porch AZEK DECKING OVER HYDRO -STOP. BEAD BOARD CEILINGS W/BATTEN TRIM, TYP. s - PORCH BEAM. (3)1 3/4"1 1/4"LVL i i- - BOLTED TOGETHER(WOMANI ED), TYP. I 10" PILASTER, Tyi SEE DETAIL SHT. A3. c� 4x4 P.T. NEWEL POST, TYP. SEE DETAIL SHT. A3. 10x10 P.T. POST W/CAP, TYP. SEE DETAIL SHT. A2. v 0 g ACCESS 1 R 30"Frez. 30"Ref. B.C. iv - --i 1-Binduction iali isATTIC —" R t�¢D�C1WN r F%,—,, I z ,a ® 15'-8"' .�� , 2, 3" 21'-10"Range citi `� 3-1 3/4"X16" LVL o Shlvs. POINT = LOAD GLASS COUNTER Pante Dining o "Ir Work Island III." CO LT 10'-0" i BUILT-IN CAB.I11 Q OWNER TO SP FT.- Dining .- Din (WOOD) m x8 s_ CSD 160 O.C. in O III J III 1 "4 !6 v� Sleeping Parc t AZEK DECKING OVER o 21 {HYDRO -STOP. (BEAD BOARD CEILINGS.I IW/BATTEN TRIM. TYP. `r PORCH BEAM, (3)1 3/4"x9 t/4 -LVL BOLTED T06ETHER(WOMANIZ ), TYP. FINISH CEILING AS DIRECTED BY OWNER. ao $�h I r Great Room (WOOD) 6'-0" g'-1" RAISED HEARTH p PREFAB GAS I FIREPLAC " 5wond Floor Plan � = TYPICAL SHEAR WAIL SECTION SCALE: 1/4"=1'-0" (SEE SHT A9 FOR DETAIL) NOTES: M r• SQUARE FOOTAGE DATA 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD HEATED AREA 1779 BEARING WALLS. PORCHES 466 BALCONY 72 a 2. INSTALL HOUSE WATER SOFTENER. VERIFY EXACT OCATION W/ j� INSTALLER. INSTALLATION TO FOLLOW MANUF. SPECS. Wall d 3. HVAC UNITS TO BE 13.0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. 2x6 FRAMED WALLS 4. CEILING HEIGHTS TO BE 10'-0" UNLESS NOTED 2x4 FRAMED WALLS OTHERWISE. SHEARWALLS 5. ALL PLUMBING WALLS TO BE 2x6 FRAMING. S. OWNER TO VERIFY KITCHEN CONFIGURATION PRIOR TO CONSTRUCTION. Q SHEARWALL, SEE DETAILS SHTS. A9 & A10. TYP. GO -BOLT HOLDOWNS INSTALI AS PER MANUF. SPECS, SEE SHTS. A9 & Al 0, TYP. z r�W�Il�� Upper Porch AZEK DECKING OVER HYDRO -STOP. BEAD BOARD CEILINGS W/BATTEN TRIM, TYP. s - PORCH BEAM. (3)1 3/4"1 1/4"LVL i i- - BOLTED TOGETHER(WOMANI ED), TYP. I 10" PILASTER, Tyi SEE DETAIL SHT. A3. c� 4x4 P.T. NEWEL POST, TYP. SEE DETAIL SHT. A3. 10x10 P.T. POST W/CAP, TYP. SEE DETAIL SHT. A2. v 0 g M N d z m 6 I •II s M O C4 z N M N d z m 6 I •II s M O C4 ROOF CONSTRUC11ON: 1. RAFTER - 2 X 8 0 16". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY, 2. COLLAR TIES - 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2-2 x 4 NAILED WITH 16 PENNY NAILS 0 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS ARE REDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 0 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG ------6' O.C. FOR 2 x 8 HOG --w-----7' - 6" O.C. 16P NAILS 0 7. DETAILS 9"o.c. VERT. 1-2X6 1-2x6 2x6 HOG 1-2X8 -11 1-2x8 2x8 HOG I I IFi'� 1I �� 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN - USE 2 x 8 0 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14'-0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS/BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. FRAMING CONSTRUCTION - OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWISE. 4. STEEL BEAMS MUST HAVE 5-2x4 STUD TACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO -LAM BEAMS MUST HAVE 3-2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE, 6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM. 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS m 16" O.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECKING. 9. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10 SPAN A MINIMUM SINGLE LINE OF 2" x 40S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID -SPAN AS A LOAD DISTRIBUTION MEMBER. 10. WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAFTERS BEAR ON STUD WALL TOP PLATE ADJACENT TO CEILING JOISTS, BRACE RAFTERS AND TOP PLATE TO 2x6 HOGS 6' LONG (MIN.) ON 6' CENTERS ALONG LENGHT OF CEILING JOISTS. 11. ALL 2 - STORY OPEN GREAT ROOMS, LIVING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST USE A 3--1/2" x 3-1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUDS WITH " x 3" LAGS 0 24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE WITH 1- 1/2" x 3" LAG THRU A "PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS WITH 3' OR LESS SPACE BETWEEN RROUGH OPENINGS SHALL HAVE AT LEAST 1 -STEEL ANGLE VERTICALLY IN EACH MULLION SPACE. THE SHEATHING ON THIS STEEL. REINFORCED PARTITION SHALL BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 12. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: (a) INTERIOR (1) SPANS UP TO 2'--6" -- 2-24's (2) SPANS 2'-6" TO 3'-6" -- 2 - 2x8's (3) SPANS 3'--6" TO 6'-6" - 2 - 2x10's (4) SPANS 6'-6" OR MORE SEE PLAN (b) EXTERIOR (1) SPANS UP TO 2'-0" - 2-2X6's (2) SPANS 2'-0" TO 3'-0" - 2- 2x8's (3) SPANS 3'-0" TO W -O" -- 2-2X1O's (4) SPANS W -O" OR MORE SEE PLAN 13. USE 15132" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. - NAIL PER CODE REQUIREMENTS. 14. USE PRESSURE TREATED MATERIAL FOR ALL ROUGH OPENINGS. 15. ALL HEADERS SHALL BE FREE FROM ALL SPLITS, CHECKS OR SHAKES. 16. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE SUSFLOOR WITH FINISH MATERIAL OVER. 17. STAIR CONSTRUCTION SHALL CONSIST OF (3)2X12 STRINGERS,5/4" OR 2X THICK TREADS AND 3/4" THICK RISERS OR MATERIALS FABRICATED BY A COMPONENT MANUFACTURER. 18. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED" & SILICONE SEALED. 19. "MICRO -LAM" BEAMS SHALL HAVE BENDING STRESS: FS -2,800 PSI. VERIFY WITH LOCAL CODES. 20. SPECIAL UPLIFT CONNECTORS AS INDICATED AT CANTILEVERED JOISTS SHALL BE 'SIMPSON STRONG TIE' ANCHORS OR EQUAL. 21. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICATION A-36. 22. UNLESS OTHERWISE NOTED, PROVIDE A 2X PLATE BOLTED TO THE TOP FLANGE OF ALL STEEL BEAMS WITH 3/8" DIAMETER BOLTS STAGGERED AT 24" ON CENTER. RIGIDLY FASTEN ALL CONNECTING RAFTERS AND JOIST'S AS APPROVED BE GOVERNING CODES, UNLESS NOTED OTHERWISE. 23. FLOOR FRAMING LAYOUT SHALL BE COORDINATED WITH THE GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS CHASES ANIS UNOBSTRUCTED RUNS FOR HVAC DUCT WORK. FLOOR TRUSS LAYOUT TO BE ENGINEERED BY TRUSS MANUFACTURE, 24. PROVIDE BRIDGING OR BLOCKING AT MIDSPAN OF JOISTS/RAFFTERS/TRUSSES, MAXIMUM SPACING BETWEEN BEARING WALL AND BLOCKING IS 8'-0". 25, DESIGN LOADS ARE AS FOLLOWS PER SQ FT: LOCATION LIVE DEAD DEFLECT LIMIT 1ST FLOOR 40 LB 10 LB L/360 2ND FLOOR (SLEEPING AREAS) 30 LB 10 LB L/360 ATTIC (NON STORAGE) 10 LB 5 LB L/240 ATTIC (STORAGE) 20 LB 10 LB L/240 ROOF (WITH FINISHED CEILING) 30 LB SNOW 15 LB L/240 ROOF (NO FINISHED CEILING) 30 LB 7 LB L/180 DECKS 60 LB 10 LB L/360 G i., --- ..___-____.I r_____�_ I I C_ I LJ I I ROOF F11AMING LJ IRC SECT, 802 AND SSTD 0.90 SEP.102 AND 301 ALLOWED ROOF SLOPES RE 21J21 7112 FOR WOOD WDLL CONSTRUCTION. AL WES IN HOLD DOWNS o TO ITE FILLED USING M , I I # P i I I----_____�- _ir--_e._- T-----__.. _ I € l I I I I I r J I 14 l I I I i I I I ! I € I 1 141 I I f I I I I I I I C I I I I I I I I I 1 I I € € I #I A I I LF II f I _ mm_. - _ - - - - -- - _ -- _ _ - _ _...... _ _....,,., _._. _ ..... - -._ _ `_ - _...- - - - �._ _________________ _-_- _.-_ ___ __________________L_ -___.t,_________,__ -j40 4 1 € I I j II n1° € I In I Illllf I ° - III I ° f I � � N _- ,.___ III "`lI„II � i � I I I i I --f ---- ---- i n rI €€II0 1141 ILII I lo I I € # I l k i I.._____._---4 I I I I I I I I I1II1 i V f til ,tJ li I I ° € En",I-___.m.._...._._.....__-----f I -----�EILt= _, I I I t s ___ _ A ' _- I I I I -i E \ I f+ I-_________qH I ♦ I I I t� �. F I __-______-- 12 I I III I ti E i ( h _ ___ LI { L. _ SV I -731/2 iii i 4 kp _ _ I ! I I l �� I t_ f F --------_ fri ° P. ---- .,.___-_ €t1 I III IV♦ III I I -______---! �� L -____._.___._____ _ _ _______- - c I %J i I I r _--______.J AI L �* _j ___�_ _ I r.__ ®,_______ __ . ,.__. ______ Y i r_ __ ._______- �_ ____._____._- I �t =� jli r II I 11 ----- ° i 1 tll �; 14 i I €I �` ✓r I o f t 1 m 1 f I rr Elevator - J a__ ..._,.., ___ ,a__t t___________ _J I _ LI mZ____� I ____________. _____________________._____� 1 10 EIELQ ZRIFY FLAt 12 3 1/2 F_ FLAT ROOF PITCH TO DRAIN � I I ROOF F11AMING LJ IRC SECT, 802 AND SSTD 0.90 SEP.102 AND 301 ALLOWED ROOF SLOPES RE 21J21 7112 FOR WOOD WDLL CONSTRUCTION. AL WES IN HOLD DOWNS o TO ITE FILLED USING M , I I # P i I I----_____�- _ir--_e._- T-----__.. _ I € l I I I I I r J I 14 l I I I i I I I ! I € I 1 141 I I f I I I I I I I C I I I I I I I I I 1 I I € € I #I A I I LF II f I _ mm_. - _ - - - - -- - _ -- _ _ - _ _...... _ _....,,., _._. _ ..... - -._ _ `_ - _...- - - - �._ _________________ _-_- _.-_ ___ __________________L_ -___.t,_________,__ -j40 r r y L __ _ - € ___ ..j ____ _ __ I i I i t ?RAIN ti` r > z 0 I I i, i k d I 1 I € I r I 4 9 I I d I I I ! I ,I € I I I. € Ij I ° I I, I €I I I. I I' s l I l I I ° f I � � I I I I E € � i � I I I i I I i n rI €€II0 1141 ILII I lo I I € # I l k i `�,. ___ _f I I I I I I i ° € En",I-___.m.._...._._.....__-----f ----W -----�EILt= _, I I I I I I I -i a �. F 11 12 -731/2 iii i 4 kp r r y L __ _ - € ___ ..j ____ _ __ I i I i t ?RAIN ti` r > z 0 I I i, Roof Plan SCALE: 1/4"-V-0" NOTES: 1. OVER HANG TO BE V-101" UNLESS SQUARE FOOTAGE DATA NOTED OTHERWISE. ROOF DECK 266 2. OVERHANG TO BE 8" TYPICAL AT GABLE ENDS OR AS NOTED. 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE--BIBB AT ROOF DECK. rr, �H.$. OVERHANG ROOF DECK :LD VERIFY Roof Check NOTE: APPLY WATERPROOFING HYDRO -STOP OR APPROVED EQUAL. OWNER TO SELECT, VERIFY PRIOR Tj CONST. SLOPE 1/8" PER FT. I 1 I _. pl _.__...-_.-_-----_....,--_-- --.... �_w 1 40 1 ri w z z a M N 00 IIE: SHEET ' 6 OF 13 V r• N 0 z Ix 5 0 I I ° r I ° f I � I I I I E € � i � I I I i I I i n rI €€II0 1141 ILII o ! IIE€ III! I I € # I l k i `�,. ___ _f I I I I I ___._.,.I L_____ jj Roof Plan SCALE: 1/4"-V-0" NOTES: 1. OVER HANG TO BE V-101" UNLESS SQUARE FOOTAGE DATA NOTED OTHERWISE. ROOF DECK 266 2. OVERHANG TO BE 8" TYPICAL AT GABLE ENDS OR AS NOTED. 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE--BIBB AT ROOF DECK. rr, �H.$. OVERHANG ROOF DECK :LD VERIFY Roof Check NOTE: APPLY WATERPROOFING HYDRO -STOP OR APPROVED EQUAL. OWNER TO SELECT, VERIFY PRIOR Tj CONST. SLOPE 1/8" PER FT. I 1 I _. pl _.__...-_.-_-----_....,--_-- --.... �_w 1 40 1 ri w z z a M N 00 IIE: SHEET ' 6 OF 13 V r• N 0 z Ix 5 0 t� 0 I 0 METAL. ROOFING 24 GA GOO 1 f2 ?RADIANT BAARIRIER) PLYWOOD ROOF SHEATHING. --�--12 131/2 2xgs O SEALECTION 500, SPRAY FOAL! INSULATION OR O l vo.c 2-2x6 TOP PLATE — SEE SHT. A10 & A11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 4kIi Insulatlons must ` comply with The Georgia State Enertly Code Edition _246— and State of GOOrgil± Amendments Second door 3/4" FINISH WOOD FLOOR OVER 3/4" SUBFLOOR SECOND FLOOR 0 i •t ao 2x6 PURLINS O 1/3 POINTS & AT ALL OSB SPLICES t - x w 2"0"xt /8" PLATE W/1 f r NUT, ZINC PLATED - YELLOW CHROMATED. w a w = 2x6 STUDS O 16"o.c. O z < 1/2 SHEETROCK O WALLS AND CEILING 0 0 3 0 a z SEALECTION 500, SPRAY FOAM INSULATION;/ APPROVED EQUAL SOUND INSUL { 6H T' ' O Wax 360 SERIES. OR I ( (AP '0 EQUAL, SEE PLANS Fire Floor 3/4" FINISH WOOD FLOOR OVER 3/4" SUBFLOOR FIRST FLOOR tt IN, REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 3-1 3/4"x16" MIRCOLAM BEAM, INSTALL AS PER MANUF. SPECS. -----. --\--� -_ 16"o,c 360 SERIES, OR j �6;�T,"i'�(O PPOVE EQUAL, SEE PLANS 5/8" TYPE 'X' SHEETROCK CEILING, TYP. O GARAGE P.T. 2x PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER O 32"o.c. OR EVERY PIER, TYP. Lower Level 3'-0" WIDE DBL. LAYER 6x6xW1.4xW1.4 WWF O PERIMETER I'INiSHT'LOOR _ 4" THK. 3.000 psi CONC, W/6x6xW1.4xW1.4 WWF O MID -DEPTH 6 MIT_ VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGAIVI[CS MIN. LQA€i BRG, CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 5 #5 EA. REBARS- Building Sections HURRICANE CLIP O EA. RAFTER (S'IMPSON HIO OR APPROVED EQUAL) 2'-0" 14 Hurricane Straps RaquireA on one" rafteir 1x2 BEVELED DRIP, SHAPE AS SHOWN 1x10 OVER 1x10 W/SLOCKING 2x BIRD BLOCK W/2" DIA. VENT O 1B ac. 1/2" BEADED PYLW00D SOFFIT, NOTCH TOP OF RAFTER FOR PLYWOOD AS REQUIRED, TYP. ; i P. CONI: METAL DRIP EDGE DO NOT HIDE TRIM TOP PLATE T. 5/4x4 CONI. 15/32" OSS SHEATHING SEE DETAIL. A10 & A11 FOR NAILING ATTER_N EXTEND # J " BELOW FINISHED FLOOR, �i''�cl•'' sEE SHT. A10 &ati FOR EXT. SWUCT. SHEATHING NAILING PATTERN GO BOLT ALL—THREAD ROD 1/2" DIA.. ZINC PLATED—YELLOW CHROMATED. -r— -- HARDI—PLANK LAP SIDING (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. 15/32" OSB SHEATHING (SEE DETAIL A10 & A11 FOR NAILING PATTERN) EXTEND 1/2- BELOW FINISHED FLOOR, SEE SHT. A10 &a11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN GO BOLT ALL -THREAD RIX? 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. O 2x6 PURLINS C)o00200 O 1/3 POINTS y 1 & AT ALL OSB SPLICES — O >5110 x ornczw-q tZ =1 ca 0 ZLn taJ zocaigao 02F:=a��C_0, z 0>'Ar-ozzz W X Di4ac)Mp�e;s z z 2x6 STUDS O 16"o.c. — 0 z "jcDn m%v c' ¢ 1/2 SHEETROCK ��ZCNnzz s O O WALLS AND 0 CEILING - ------- 0 0 Z v >P. Q D z" >o 3 0 SDN rnW A z mn r- z CA fn 1 0 D our 0 SEALECTION 500, SPRAY 0*t = M FOAM INSULATION OR APPROVED EQUAL--` 3-1 3/4"x16" MIRCOLAM BEAM, INSTALL AS PER MANUF. SPECS. -----. --\--� -_ 16"o,c 360 SERIES, OR j �6;�T,"i'�(O PPOVE EQUAL, SEE PLANS 5/8" TYPE 'X' SHEETROCK CEILING, TYP. O GARAGE P.T. 2x PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER O 32"o.c. OR EVERY PIER, TYP. Lower Level 3'-0" WIDE DBL. LAYER 6x6xW1.4xW1.4 WWF O PERIMETER I'INiSHT'LOOR _ 4" THK. 3.000 psi CONC, W/6x6xW1.4xW1.4 WWF O MID -DEPTH 6 MIT_ VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGAIVI[CS MIN. LQA€i BRG, CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 5 #5 EA. REBARS- Building Sections HURRICANE CLIP O EA. RAFTER (S'IMPSON HIO OR APPROVED EQUAL) 2'-0" 14 Hurricane Straps RaquireA on one" rafteir 1x2 BEVELED DRIP, SHAPE AS SHOWN 1x10 OVER 1x10 W/SLOCKING 2x BIRD BLOCK W/2" DIA. VENT O 1B ac. 1/2" BEADED PYLW00D SOFFIT, NOTCH TOP OF RAFTER FOR PLYWOOD AS REQUIRED, TYP. ; i P. CONI: METAL DRIP EDGE DO NOT HIDE TRIM TOP PLATE T. 5/4x4 CONI. 15/32" OSS SHEATHING SEE DETAIL. A10 & A11 FOR NAILING ATTER_N EXTEND # J " BELOW FINISHED FLOOR, �i''�cl•'' sEE SHT. A10 &ati FOR EXT. SWUCT. SHEATHING NAILING PATTERN GO BOLT ALL—THREAD ROD 1/2" DIA.. ZINC PLATED—YELLOW CHROMATED. -r— -- HARDI—PLANK LAP SIDING (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. 15/32" OSB SHEATHING (SEE DETAIL A10 & A11 FOR NAILING PATTERN) EXTEND 1/2- BELOW FINISHED FLOOR, SEE SHT. A10 &a11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN GO BOLT ALL -THREAD RIX? 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. O 0 C)o00200 z W. cntnDOcna?5 y 1 D0,®rrn—V���Grqx0�l a�o>co--Ox0' ear corners within O >5110 �; ornczw-q tZ =1 C le 0 0 ZLn M zocaigao 02F:=a��C_0, z 0>'Ar-ozzz X Di4ac)Mp�e;s z n a0�m zD-10,800'0 W "jcDn m%v c' m ccn z;xr-z ��ZCNnzz s O a.cc� o rqOcnUtn P Z v >P. Q D z" >o '® n = 00 SDN rnW mn r- z CA fn 1 0 D our 0 0*t = M a D z CL 2 •-' 0 � m D w z; O 0 i. �► Oi CA 0 D r _ IVERI R LOAD BEARING WJ LAPSIDING NK FRC SECT. 8602.4 INTERIOR LOAD (SMOOTH FINISH) BEARING WALLS SHALL BE CONSTR FRAMED A ND FIREBLOCKED AS SPi i EXTERIOR WALLS, "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. GO -BOLT 1 3/4"x 13 ZINC PLATED- COUPLER & 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED -YELLOW CHROMATED. EXTE RIOR WALL FRAM11 IPC SECT. 8602 AND SSTQ 10.99 SEC THE LEN TH OF SHEAR WALT. NEE MUST PE DETERMINED BY THE HO DESIGNER. MINIMUM THICKNESS (SHEATHI 40 ROOF DECKINQ) 14/32 INCHES. GO -BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. TABBY FINISH 16"x16"x8" CMU FILLET) SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR. TYP. DATE: July 2413 (SCALE: 1/4"=1'-0" MCONTR, NO. 1237 EXTERIOR S EAR WALLS SSTD 10-99 41 1ECT. 305.4.3. WIndoWS ani I doge shalt not e Installed ear corners within 271ncheS IO 8 feet wall height and 34 InChl s for 10 feet wall helg' Double Stu4s at each end. N DATE: July 2413 (SCALE: 1/4"=1'-0" MCONTR, NO. 1237 EXTERIOR S EAR WALLS SSTD 10-99 41 1ECT. 305.4.3. WIndoWS ani I doge shalt not e Installed ear corners within 271ncheS IO 8 feet wall height and 34 InChl s for 10 feet wall helg' Double Stu4s at each end. z FINISH GRADE SLOPE TO DRAIN o) I 0 rn NO. DATE REVISION ,,.•+r"'" A New Residence for 1 12-4-13 FINAL, INSSUED FOR CONSTRUCTION •/ E; � an Mr. and Mrs. Clements � 2 13th mane .......... sign- ac � Residential a Designers ■ Planners F.O. Bax 30443 ■ Savannah, GA 31410 island Georaia tlftiae � Fat: 912.349.iB00 EXTERIOR WALL FRAMING IRC SECT, 8602 AND $$TO 10.99 SECT, 30C. THE LENGTH OF SHEAR WALL NEEDED MUST EE DETERMINED V THE HOME DESIGN R.. MINIMUM THICKNESS SHE1�ATHIINAI & ROOR DECKINQ) St��! L�ti7R1�S9 EXTERIOR SHEAR WALL6 SSTD 10-99 SECT. 305.4,3. Windows and doors shall not be installed near corners within 27 Inches for 8 feet Beall height and 34 Inches for 10 feet Wall height. paukls Oto -tie at a_**h ond, o x2o;03!-03 a-qA::5 zW nano au ci ����z �ooozazc'mz z '''r,apC:,cz;a 0 >W z Dim ml—t�ji -1M -q 0 to0in >zxM w ox 5A2CsAzPxz M" Tu II � - opC4m-0 Y) cn 000-nm>M Z>a�Q� � o > tomo m Z*� �iOz N o _jin _n rnxm _u m m rnT>'Kk:z 0 toAzcnzz -a cn0z�c�cnc' a D mpintrtn - � ct CD CZ) O lZD o, vv z aD Fn D a D +V G7 29 >r < in v �► > x ca tti to NOE 5 rn0 2(TVp. -• z cxvg �� >r-9 M� L 0 or > .o m 4 X t� w x 0 z 0 0 M J M 3 0 a O 120 i in 0 W X: 0 z 0 J M J I<- 12 a I ROOF FRAMING IAC SECT, 002 AND SSTD 10.99 SECT, 102 AND 307 ALLOWED ROOF SLOPES ARE 2112 , 7J12 FOR WOOD WALL CONSTRUCTION, ALL HOU 28 IN HOLD DAWNS TO SS FILM 4410 MAINIIFACTI'IRRA NAILS, LINE OF RIDGE BOARD tx6 TOP PLATE - SEE SHT. A11 & Al2 FOR . STRUCT. SHEATHING NAILING PATTERN — REF. STPD WALL TABLE ABOVE FOR STUD WALL FRAMING - --'� 2x6 PURLINS O 1/3 POINTS & AT ALL OSB SPLICES - 5econd Floor w x � O a 2x6 STUDS O 18"o.c. -- M 0 : Cn ,a z a °O 1/2 SHEETROCK 0 A WALLS AND All insulations Inust 0 CEILING Comply With Th i GeorgI3 Stato Ene1 y WaEdltiG:>< 0 and States of Q 01`918 s ,�rl�leeldnl�.nte ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL--' 3/4" FINISH WOOD FLOOR OVER 3/4' SUBFLOOR SECOND FLOOR SOUND INSUL. ',O 16 .c 560 SERIES, OR aP O EQU U, SEE PLANS REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 2x6 PURLINS +IN 1/3 POINTS & AT ALL OSB SPLICES ---- W First door o I x 2x6 STUDS O 16"o.c. ---' in 2 0 ch z a 1/2 SHEETROCK a O WALLS AND i� o CEILING -----• 0 ca 3 0 z ICYNENE. SPRAY FOAM INSULATION OR APPROVED EQUAL 3/4" FINISH WOOD FL OVER 3/4" SUBFLOOR MIRCOLAM 1.9E BEAMS, SEE SHT. A3, INSTALL AS PER MANUF. SPECS. FIRST FLOOR O 16').c 560 SERIES OR I P 0 EQL kt. SEE PLANS A 5/$" TYPE 'X' SHEETROCK i CEILING, TYP. O GARAGE p �A I It P.T. 2x PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER O 327o.c. OR EVERY PIER, TYP, �; 1. A r : 6 # 1 Lower Level m o � It t a t i 3'-0" WIDE DBL, LAYER 1 . 6x6xW1.4xW1.4 WWF ° GARAGE FINISH FLOOR O PERIMETER } AVG. GRADE ELEV. 13.3 1/2 BEADED PYLWOOD SOFFIT. NOTCH TOP OF 4" THK. 3.000 psi CONC. W`/6x6xWl.4xW1.4 WWF /�/,,_ri��/ + MID -DEPTH CONT. METAL DRIP EDGE 1•y41 6 MIL VAPOR ~�.r` �.. BARRIER ��\�f\`�/�\`•f1\'`` ° 'SPA 4x4 CONT. COMPACTED OR UNDISTURBED SOIL FREE ` ---'1x2 BEVELED DRIP, OF ORGANICS MIN. LOAD BRG. CAPACITY OF 25010 PSF MUST BE VERIFIED BY CONTRACTOR. SHAPE AS SHOWN 1 5 #5 EA. WA 1x10 OVER 1x1ti W/BLOCKING REBARS METAL ROOFING 26 GA 4f 2' IRA�IABAARRRIER) PLYWOOD ROOF SHE,{/4yATHiNG. 31/2 ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL -- 2xWs O 16"o.c. 1/2" BEAD BOARD �.G. M(AI) x9 1/4a LV!.MCROL BEAM, ` --BED & COVE CROWN MOULDING, TYP. --MST HANGER OVER 2x NAILER, TYP. 1x10 TRIM, TYP. 15/32" 05B SHEATHING (SEE DETAIL A11 & Al2 FOR NAILING PATTERN) EXTEND 1/2" BELOW FINISHED FLOOR, TYP. SEE SHT. A10 &a11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN GO BOLT ALL -THREAD ROD 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. HARDI-PLANK Porch LAP SIDING (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. rxrx1 1W PLATE ill/1 /2' NUT, ZINC PLATED— YELLOW CHROMATED. AZEK DECKING (RUN DIRECTION OF SLOPE) OVER 2x4 P.T. SLEEPERS ON WATERPROOFING MEMBRANE OVER 3/4" PLYWOOD. CUT 1"4/2" CHANNELS TO BOTTOM SIDE OF SLEEPERS PLACE O 12"o.c, TYP. GALV. FLASHING, TYP. 12" MIN. A.F.F. SLOPE 1 ,E PER FT. P.T.D.K.A.T. 2x12 s O Wax. (RIP FOR 1/4- PER FT. SLOPE) 1/2" BEAD BOARD CLG. PORCH BEAM, 3-1 3/- "%9 1/4" LVL MICROLAM (WOMANIZED) BED & COVE CROWN MOULDING, TYP. JOIST HANGER OVER 2x NAILER, TYP. `--1xl0 TRIM, TYP. - 15/32" OSB SHEATHING (SEE DETAIL A11 & Al2 FOR NAILINGPATTERN) EXTEND 1/2" BELOW FINISHED FLOOR, SHT. AID &a11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN ---- GO BOLT ALL -THREAD ROD 1/2- DIA., ZINC PLATED -YELLOW CHROMATED. Porch - HARDI--PLANK LAP SIDING (SMOOTH FINISH) "TYVEKO MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. --GO-BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x27x1 /8" PLATE WASHER W/1 /2' NUT, ZINC PLATED -YELLOW CHROMATED. GALV. FLASHING, TYP. BLOCKING O 12" MIN. A.F.F. COLS, TYP. +=1CIt SLOPE 1/4!' PER FT. P.T.D.K.A.T. 2x12 s O 16"o.c. (RIP FOR 1/4* PER FT. SLOPE) l/2" BEAD BOARD CLG. PLACE FIRST SLEEPER 1/2" FROM EXTERIOR. L-- METAL JOIST HANGER, TYP. AZEK DECKING (RUN DIRECTION OF SLOE) OVER 2x4 P.T. SLEEPERS ON WATERPROOFING MEMBRANE OVER 3/4" PLYWOOD. CUT 1"x1/2" CHANNELS TO BOTTOM SIDE OF SLEEPERS PLACE O 12"ac, TYP. STUCCO FINISH (SAND FINISH) Porch ---16"x16"x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. 4" THK. 3,000 psi CONC. W/6x6xWI.4xWN.4 WWF O MID -DEPTH ---� STUCCO FINISH (SAND FINISH) - 5 #5 EA. WA REBARS =�ti 1" r HURRICANE: CLIP O EA. RAFTER (SIMPSON HID 2x BIRD BLOCK W/2" DIA. OR APPROVED EQUAL) VENT O 16"erc. 2`-0" 1 OVEI6iAN 1/2 BEADED PYLWOOD SOFFIT. NOTCH TOP OF 77 /�/,,_ri��/ REQUIRED, TYP. CONT. METAL DRIP EDGE 1•y41 DO NOT HIDE TRIM ~�.r` �.. TOP PLATE ��\�f\`�/�\`•f1\'`` ° 'SPA 4x4 CONT. ,//�'\fly`\//\%`\fi'\f/ ` ---'1x2 BEVELED DRIP, FAj SHAPE AS SHOWN Tyt�ee Islcnd Georgia •- 1x10 OVER 1x1ti W/BLOCKING Hurrizone traPs 1x10 TRIM OVER BLOCKING Requirart es \ to <1 .�� W/COLUMN NECK, TYP. 2XMAT.0 CAP (FLASHED) STUCCO FINISH (SAND FINISH) - 5 #5 EA. WA REBARS =�ti 1" r HURRICANE: CLIP O EA. RAFTER (SIMPSON HID 2x BIRD BLOCK W/2" DIA. OR APPROVED EQUAL) VENT O 16"erc. 2`-0" 1 OVEI6iAN 1/2 BEADED PYLWOOD SOFFIT. NOTCH TOP OF RAFTER FOR PLYWOOD AS i REQUIRED, TYP. CONT. METAL DRIP EDGE 1•y41 DO NOT HIDE TRIM ~�.r` �.. TOP PLATE T T2-4--'13 FINAL. NN5SUE0 F�?R CflNSTRUCTIC3N 'SPA 4x4 CONT. A ` ---'1x2 BEVELED DRIP, FAj SHAPE AS SHOWN Tyt�ee Islcnd Georgia •- 1x10 OVER 1x1ti W/BLOCKING Hurrizone traPs 1x10 TRIM OVER BLOCKING Requirart es �aIr41 rafter FURR BEAM TO ALIGN W/COLUMN NECK, TYP. 2XMAT.0 CAP (FLASHED) W/2 1/4" CROWN TRIM, TYP 1/2 RND. GO BOLT ALL -THREAD ROD 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. 1U" SQ. 'COX' COLUMN OR APPROVED EQUAL. TIM, BASE CAP 1 xl O OVER 102 W/BLOCKING `r 1 x10 TRIM OVER BLOCKING I FURR BEAM TO ALIGN a�_L W/COLUMN NECK, TYP, io 2XMAT.L' CAP (FLASHED) W/2 1/4' CROWN TRIM, TYP 1/2 RNID. GO BOLT ALL -THREAD ROD 1/2- DIA., ZINC PLATED -YELLOW 'or CHROMATED. 1 -Cr Sit. 'COX' COLUMN OR APPROVED EQUAL. GO -BOLT 1 3/4"x 13 ZINC PLATED COUPLER 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED -YELLOW CHROMATED. -3/4"x10" THRU BOLT COUNTERSINK W/STEEL WASHER AT EACH POST — #" BASE CAP —1x6 OVER 1x10 W/BLOCKING -3-1 314"x9 1/4" LVL (WOMANIZED) NOTCH POST, TYP. P.T. 2x12 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER O 32"o.c. OR EVERY PIER, TYP. GO -BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. STUCCO FINISH (SAND FINISH) 16"x16"x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR. TYP. i OFu_�' t�Tt A New' Resides f r NQ DATE REVISION ii, Resildentia#. ■Designers ■Planners IP.a. Bos 3t#44s ■ s�►,►■�, a•� s�.��.o flfii:iCe f FBz: 812.349.f8flii �•'1 I �' � ' �' T T2-4--'13 FINAL. NN5SUE0 F�?R CflNSTRUCTIC3N A b r.w.rp DATE; July �Q13 SCALE; 1 f4"�1'-0" CONTR. NO. '1237 Tyt�ee Islcnd Georgia i e 2XMAT.L' CAP (FLASHED) W/2 1/4' CROWN TRIM, TYP 1/2 RNID. GO BOLT ALL -THREAD ROD 1/2- DIA., ZINC PLATED -YELLOW 'or CHROMATED. 1 -Cr Sit. 'COX' COLUMN OR APPROVED EQUAL. GO -BOLT 1 3/4"x 13 ZINC PLATED COUPLER 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED -YELLOW CHROMATED. -3/4"x10" THRU BOLT COUNTERSINK W/STEEL WASHER AT EACH POST — #" BASE CAP —1x6 OVER 1x10 W/BLOCKING -3-1 314"x9 1/4" LVL (WOMANIZED) NOTCH POST, TYP. P.T. 2x12 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER O 32"o.c. OR EVERY PIER, TYP. GO -BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. STUCCO FINISH (SAND FINISH) 16"x16"x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR. TYP. FINISH GRADE SLOPE TO DRAIN i OFu_�' t�Tt A New' Resides f r NQ DATE REVISION ii, Resildentia#. ■Designers ■Planners IP.a. Bos 3t#44s ■ s�►,►■�, a•� s�.��.o flfii:iCe f FBz: 812.349.f8flii �•'1 I �' � ' �' T T2-4--'13 FINAL. NN5SUE0 F�?R CflNSTRUCTIC3N A b r.w.rp FINISH GRADE SLOPE TO DRAIN i OFu_�' t�Tt A New' Resides f r NQ DATE REVISION ii, Resildentia#. ■Designers ■Planners IP.a. Bos 3t#44s ■ s�►,►■�, a•� s�.��.o flfii:iCe f FBz: 812.349.f8flii �•'1 I �' � ' �' T T2-4--'13 FINAL. NN5SUE0 F�?R CflNSTRUCTIC3N DATE; July �Q13 SCALE; 1 f4"�1'-0" CONTR. NO. '1237 Tyt�ee Islcnd Georgia (2)SIMPSON MAPS HEADERL.STA24 AT .SHOWN - STUD AS r (TYP ..�.e - HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENIN (2) SIMPSON I *PENING VADTHVARIES"TYPICALS PAN �,T,�4 STRAPS PLATE (REF DETAIL HEADER#, VERTICALSIDEi h* 2) 2x BRIDGING AT SHEATHING SPLICE STUD SHOWN (TYP 2x SILL AT BOTTOM i� DMO'- SHEATHING - a'-!,, IAPS D: r....!..■ N • I SZE 1. 2x FRAMING TO MATCH WALL STUD WIDTHOF GREATER THAN i AND rO ANCHOR BOLT AS ADD VERTICAL STUD MOWN (SIZE AND TYPE VARIES PER OPENING. REQUIRED FOR SPACING FOR EACH I REFERENCE D, ri- EXTERIOR OF TYPICAL I PANELSHEARWALL M I " ! i f1�1� ol0 ---- a• 8" TICAL AT TYPICAL I I PEKING WIDTH VARIE SPACING EDGE � • � �► 'fid 1� i i- PAPtEL—� I (2) SIMPSON STRAPS AT HEADER TO STUD AS SHOWN (TYP) IOR SHEATHING {REF DETAIL S) (TYP) (2) SIMPSON STRAPS AT PERIMETER BEAM/GIRDER TO STUD AS SHOWN (TYP) INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS GREATER THAN V -W N.T. \-HEADER 13AM CONTINUOUS OVER SHEARWALL AS 'MOWN (SIZE AND TYPE VARIES PER OPENING) 2) 2x HEADER AT MP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE - (1) 2x SILL AT 130TTOM •. a�� 1. 2x FRAMING TO MATCH WALL STUD Z 2. IF WIDTH OF SHEARWALL IS GREATER DD V011CAL STUD AS REQUIRED FOR 180 MAX SPACII FOR EACH & REFERENCE DETAIL 5 FOR EXTERIOR MEW OF TYPICAL SHEARWAM PANEL INTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM 10d COMMON NAILS IN 2 ROW NAILING PATTERN ® TOP OF HEADER AND TOP PLA'T'E (REF DETAIL FOUR NAILING PATTERN) 10d COMMON NAILS 0 6' VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN) 10d COMMON NAILS 0 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLED j' EXTERIOR SHEATHING W/ 4'-0' MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM/GIRDER 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 SILL AND BOTTOM OF PERIMETER BEAM/GIRDER (REF DETAIL FOR NAILING PATTERN) �li�• .SHEARWALL OR LESS (TYP) SHEARWALL SYSTEM FOR WALLS LIESS THAN 1'-0' 2 N.T.S. HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) Y„ 2 �i • Yn " 2 TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL J' BEAD LIQUID NAILS "SUBFLOORS' ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAIUNG PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS @ 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM ii % N.T.S. 4L (MIN) TO MATCH SIZE HEATHING NOT Z CLARITY TYPICAL SIMPSON STRONG -TIE PHD5-SDS3 HOLDOWN ANCHOR v % N.T.S. 8"-12" FROM EDGE D -- �— W cn W D w 4 D w m W PATTERN CIS SILL (REF DETAIL FOR NAILING PATTERN) r t - -a- T Mll M IIiii'll I'll 111, 1 1 ; i � 1:4111[olA ei I P:vl 1 � ;;;�l I I,, i I ~ 1 a � FIRST FLOOR SHEARWALL PANEL `j l N.r.S. 0-80LT STRUCTURAL IE—DOWN ANCHORING YSTEM. INSTALL AS PER IANUF. SPECS. aTE 3" TO 5" W TOP OF FOOTING (1) #4 REBAR IN IOLITHIC FOUNDATION SIMPSON REQUIREMENT T REQUIRED IN STEMWALL NDAIIGN) OUNDATION WIDTH MUST 5" MIN. OUNDATION TYPE SHOWN OR DISPLAY PURPOSES Y. 'AME DETAIL APPLIES TO H MONOLITHIC AND STEM .ThLL FOUNDATIONS. TYPICAL SIMPSON STRONG -TIE SSTB20 ANCHOR BOLT INSTALLATION N.T.S. • •- . W095- N k7� %i 4c z M �r N r z r ;1, 10d COMMON NAILS - r x IN 2 ROW NAILING - PATTERN TOP OF (2) SIMPSON HEADER AND TOP �,T,�4 STRAPS PLATE (REF DETAIL AT HEADER TO AS I h* FOR NAILING STUD SHOWN (TYP i� 2) SIMPSON LSTA24 PATTERN) IAPS AT HEADER TO HEADER BEAM CON11NUOIJS OVER SHEARWALL AS STUD AS MOWN (TYP) MOWN (SIZE AND TYPE VARIES PER OPENING. I 10d COMMON NAILS ol0 • f 8" TICAL AT TYPICAL I I PEKING WIDTH VARIE SPACING EDGE SHEARWALL PAPtEL—� I ,—PERPENDICULAR WALL 10d COMMON NAILS FRAMING. PROVIDE SOLID IN 2 ROW NAILING I (2) 2x HEADER AT TOP , . BLOCKING BEHIND WALL PATTERN ON EACH STUD AS REQUIRED AND 2x VERTICAL EACH SIDE (MIN) ATTACH TO SHEARWALL SIDE SPLICE (REF I(2) I (2) 2x BRIDGING AT SHEATHING SPLICE IL W/ (2) 16d COMMON DETAIL FOR NAILING PATTERN) (1) 2x SILL AT BOTTOM NAILS 0 6" Q.C. ir R SHEATHING ( 10d COMMON NAILS DETAIL 3) (TYP ( I 0 12" VERTICAL SPACING 1 INTERIOR IF I I SHEARWALLSTUD IS FACS ADDITIONALINSTALLED 1.2x FRAMING TO MATCH WALL STUD SIZE /-GO—BOLTOCATED ON INSIDPER Wim) REF I 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2'—Or, DETAIL SS) ADD VERTICAL STUD AND rO ANCHOR BOLT AS "EXTERIOR - REQUIRED FOR 16" MAX SPACING FOR EACH SHEATHING W/ 4! -0 I I MIN LENGTHS GO --BOLT BOLT ACEOLOCATED ON OUTSIDE FACE OF 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL MEASUREQ FROM TOP OF HEADER AND FROM SHEARWALL (REF I SHEARWALL PANEL O—BOLT LOCATED ON OF SILL DETAIL 6) {TYP) CORNER STUD OF PERPENDICULAR WALL (REF I JF DETAIL 6) (TYP) 2 ROW NAILING �li�• .SHEARWALL OR LESS (TYP) SHEARWALL SYSTEM FOR WALLS LIESS THAN 1'-0' 2 N.T.S. HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) Y„ 2 �i • Yn " 2 TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL J' BEAD LIQUID NAILS "SUBFLOORS' ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAIUNG PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS @ 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM ii % N.T.S. 4L (MIN) TO MATCH SIZE HEATHING NOT Z CLARITY TYPICAL SIMPSON STRONG -TIE PHD5-SDS3 HOLDOWN ANCHOR v % N.T.S. 8"-12" FROM EDGE D -- �— W cn W D w 4 D w m W PATTERN CIS SILL (REF DETAIL FOR NAILING PATTERN) r t - -a- T Mll M IIiii'll I'll 111, 1 1 ; i � 1:4111[olA ei I P:vl 1 � ;;;�l I I,, i I ~ 1 a � FIRST FLOOR SHEARWALL PANEL `j l N.r.S. 0-80LT STRUCTURAL IE—DOWN ANCHORING YSTEM. INSTALL AS PER IANUF. SPECS. aTE 3" TO 5" W TOP OF FOOTING (1) #4 REBAR IN IOLITHIC FOUNDATION SIMPSON REQUIREMENT T REQUIRED IN STEMWALL NDAIIGN) OUNDATION WIDTH MUST 5" MIN. OUNDATION TYPE SHOWN OR DISPLAY PURPOSES Y. 'AME DETAIL APPLIES TO H MONOLITHIC AND STEM .ThLL FOUNDATIONS. TYPICAL SIMPSON STRONG -TIE SSTB20 ANCHOR BOLT INSTALLATION N.T.S. • •- . W095- N k7� %i 4c z M �r N r z r ;1, SHEET A9 10 OF 13 E v m n N 0 F5 ca ■ z 0 a n 0 CN Q jE - r x - SHEET A9 10 OF 13 E v m n N 0 F5 ca ■ z 0 a n 0 CN Q 'aENEf►L MUCTURAL NOTES 1} ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: & SKYLIGHTS SHALL BE APPROVED AND 3) INSTALLEDTO COMPLY WITH BOTH NEGATIVE AND POSITIVE NINDOWS, ED GLASS DOORS, (A) INTERNATIONAL RESIDENTIAL CODE – 2008 (IRC -2000) PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF (®) STANDARD FOR HURRICANE STANT RESIDENTIAL COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, CONSTRUCTION (SSTD-10-99) DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO (C)FAMILY 602A1, 602A2, 802A3} DWELLINGS (1995 SBC HIGH–WIND EDITION) 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN 2) DESIGN CRITERIA: WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. ROOF LIVE LOAD ---- 20 PSF PANELS WILL HAVE A MINIMUM THINNESS OF 7/16 INCHES AND A PANELS MUST BE PRECUT TO SIZE FLOOR LIVE LOAD --- 40 PSF VIAND LOAD PER IRC 2008 MAXIMUM SPAN OF 8 FEET. WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT (A) BASIC WIND SPEED (3–SECOND GUST) 130 MPH A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION (B) EXPOSURE C - FOR EACH PANEL, (IRC 301.2.1.2. AND SSTD 604) 0 ZONE LOCO= 1. DESIGN. PRESSURE (DP) VALUES ARE LISTED IN ROUNDS/SQUARE FOOT (PSF) 2. h - MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3, a : LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: 1. 10% OF THE LEAST HORIZONTAL DIMENSION III. OR; 4h B. BUT 4� 4F �S LTHAN THE EAST HORIZONTAL DIMENS 01 EITHER THE FOLLOWING: 1.ii. OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)--- -" EXTENT OF HEADER PORTAL FRAME fTWO BRACED WALL PANELS) :►ON _Q4 LATE HEADER WT itLq STRAPOPPOSITE AIN. WIDTH= 16" FOR ONE STORY STRUCTURES 'IINN.�WI�U�� R USES IN THE FIRST OF TWO AIN. 2X4 FRAMING MIN. DC 3/8" MIN. THICKNESS WOOD 2X4 PC STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) e.4 -c rs,vn^ki wano 1A R_? 11 TYPICAL PORTAL CONSTRUCTION FOR A PANEL. SPUCE---\ MDED BE EL U BLOCKED, 44ND OCCUR WITHIN 24 OF MID - HEIGHT. ONE ROW OF EA ING-70- FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAIL TOGETHER WITH 3- 16D SINKERS IL'e�X11' ACE &TERNATE WALL PANEL DET P) RATINGS 10D NAILS AT 4"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHII NAILING PATTERN) SECOND FLOOR J0 FRAMING BEHIND (VERTICAL STUD H BEHIND NOT SHOVI FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY w KFj�: NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION TYPICAL ROOF NAILING PATTERN N.T.S. 2 ROWS OF 10D NAILS —'' 10D NAILS AT 6" AT 4" HORIZONTAL VERTICAL SPACING AT SPACING AT TOP PLATE EDGE (TYP) (REF. DETAIL FOR NALING PATTERN) M • '" EXTERIOR SHEATHING 1 O NAILS AT 4 _ PW4 90 HORIZONTAL SPACING - p'' 1-49 AT EACH END OF • ■ EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING 1013 NAILS AR I2" AS REQUIRED)• . VERTICAL SPACING AT INTERIOR STUD (TYP) CA A • py • 1 /2"vamor pd o • • •w a 2 ROWS OF 10D NAILS 4• • �, AT 4" HORIZONTAL 4p SPACING AT BOTTOM • PLATE (REF. DETAIL !YPICAL, AILINGPA N FOR NAILING PATTERN) TYPICAL EXTERIOR SHEATHING NAILING PATTERN N.T.S. 10D NAILS AT 6"o.c. SPACING AT EDGE (TYP) 15/32" OSB. PLWD. SHEATHING SEE SHT. S--2. NAILS AT 12"o.c. CING AT INTERIOR RAFTER GO–BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED – YELLOW CHROMATED. 100 GO -BOLT ALL -THREADED ROD W/ 6" MIN. EMBED INTO FOUNDATION INSTALL. AS PER MANUF. SPECS. 00 -BOLT COUPLER NUT AS REQUIRED '---FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) MIN EMBED EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL H LLOW COLUMN HOLDO-N AHCHQR_ DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) '----ICEILING JOIST (REF FOR SIZE AND SPAS SIMPSON MTJF12 MIN. ESS NOTED THERWIS 6X6 P.T..Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD (REF PLAN FOR SIZE AND F U li in »;i onV N 0 ZONE LOCO= 1. DESIGN. PRESSURE (DP) VALUES ARE LISTED IN ROUNDS/SQUARE FOOT (PSF) 2. h - MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3, a : LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: 1. 10% OF THE LEAST HORIZONTAL DIMENSION III. OR; 4h B. BUT 4� 4F �S LTHAN THE EAST HORIZONTAL DIMENS 01 EITHER THE FOLLOWING: 1.ii. OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)--- -" EXTENT OF HEADER PORTAL FRAME fTWO BRACED WALL PANELS) :►ON _Q4 LATE HEADER WT itLq STRAPOPPOSITE AIN. WIDTH= 16" FOR ONE STORY STRUCTURES 'IINN.�WI�U�� R USES IN THE FIRST OF TWO AIN. 2X4 FRAMING MIN. DC 3/8" MIN. THICKNESS WOOD 2X4 PC STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) e.4 -c rs,vn^ki wano 1A R_? 11 TYPICAL PORTAL CONSTRUCTION FOR A PANEL. SPUCE---\ MDED BE EL U BLOCKED, 44ND OCCUR WITHIN 24 OF MID - HEIGHT. ONE ROW OF EA ING-70- FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAIL TOGETHER WITH 3- 16D SINKERS IL'e�X11' ACE &TERNATE WALL PANEL DET P) RATINGS 10D NAILS AT 4"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHII NAILING PATTERN) SECOND FLOOR J0 FRAMING BEHIND (VERTICAL STUD H BEHIND NOT SHOVI FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY w KFj�: NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION TYPICAL ROOF NAILING PATTERN N.T.S. 2 ROWS OF 10D NAILS —'' 10D NAILS AT 6" AT 4" HORIZONTAL VERTICAL SPACING AT SPACING AT TOP PLATE EDGE (TYP) (REF. DETAIL FOR NALING PATTERN) M • '" EXTERIOR SHEATHING 1 O NAILS AT 4 _ PW4 90 HORIZONTAL SPACING - p'' 1-49 AT EACH END OF • ■ EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING 1013 NAILS AR I2" AS REQUIRED)• . VERTICAL SPACING AT INTERIOR STUD (TYP) CA A • py • 1 /2"vamor pd o • • •w a 2 ROWS OF 10D NAILS 4• • �, AT 4" HORIZONTAL 4p SPACING AT BOTTOM • PLATE (REF. DETAIL !YPICAL, AILINGPA N FOR NAILING PATTERN) TYPICAL EXTERIOR SHEATHING NAILING PATTERN N.T.S. 10D NAILS AT 6"o.c. SPACING AT EDGE (TYP) 15/32" OSB. PLWD. SHEATHING SEE SHT. S--2. NAILS AT 12"o.c. CING AT INTERIOR RAFTER GO–BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED – YELLOW CHROMATED. 100 GO -BOLT ALL -THREADED ROD W/ 6" MIN. EMBED INTO FOUNDATION INSTALL. AS PER MANUF. SPECS. 00 -BOLT COUPLER NUT AS REQUIRED '---FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) MIN EMBED EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL H LLOW COLUMN HOLDO-N AHCHQR_ DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) '----ICEILING JOIST (REF FOR SIZE AND SPAS SIMPSON MTJF12 MIN. ESS NOTED THERWIS 6X6 P.T..Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD (REF PLAN FOR SIZE AND F U li IMPSON ABU66 SE SIMPSON ABU88 W/ (2) l" ANCHOR BOLTS FOR 8X8 C UMN) 0. ,0 "0 A307 THREADED RO W j 6" MIN. EMBED INTO FOUNDATION W/ SIMPSON ,.., ACRYLIC–TIE ADHESIVE EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL W009 COLUMNS HOLD WN ANCHOR $ ' I� COC ACTION MUST O PLY WITH THE -iq AND TPE I ONE AND TWO ;c;ILY I i:InlIa CODE p!o EDITION COLUMN HOLDOWN ANCHOR OPTIONS ���' '�T `��ORGIA Am wMEI�T� TYPICAL C .�■� N.T.S. SHEET A10 11 OF 13 1= D 0 U M N d z I� c� s ch in onV N IMPSON ABU66 SE SIMPSON ABU88 W/ (2) l" ANCHOR BOLTS FOR 8X8 C UMN) 0. ,0 "0 A307 THREADED RO W j 6" MIN. EMBED INTO FOUNDATION W/ SIMPSON ,.., ACRYLIC–TIE ADHESIVE EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL W009 COLUMNS HOLD WN ANCHOR $ ' I� COC ACTION MUST O PLY WITH THE -iq AND TPE I ONE AND TWO ;c;ILY I i:InlIa CODE p!o EDITION COLUMN HOLDOWN ANCHOR OPTIONS ���' '�T `��ORGIA Am wMEI�T� TYPICAL C .�■� N.T.S. SHEET A10 11 OF 13 1= D 0 U M N d z I� c� s ch LDW" ELECTRICAL L LEND SERVICE EQUIPMENT—DISCONNECTING MEANS NEC 201 230.70 Means shall be provided to disconnect all conductors in a building or other structure from the service -entrance conductors. ALL WIRING, � RVICE INCLUDED `_Q HLUG71HUNM ALLOWED section 9, Sub -section B -2-A T0,80 Land DevefApl1 Qg GF'CI Protection required for receptacles In bathrooms, garages, outdoors, and along Kitchen counter -tops. Punt MOM wII _17AULT CIRCUIT INTERRUPTER I •-volt, singleDwelling Units. All 120 dwelling15- and 20 -ampere branch circuits supplying outlets rooms, unit family oorns, parlors, libraries, dens, ^r'tt o )n roorns, closets, hallways, or similar rooms or ''lall be protected by a listed are -fault circuit t to provide , )n of the branch circuit. CHANDELIER 0 OUTLET 11Ov. RECESSED INCANDESCENT ' OUTLET W/GROUND FAULT --(�-- CEILING MOUNTED FIXTURE Or OUTLET WATER PROOF I+ --E- WALL MOUNTED FIXTURE} inside and outside each sleeping RECESSED INCAND. VAPOR PROOF area and each floor. Combination RECESSED DIRECTIONAL as OUTLET 220v. $ SWITCH SINGLE POLE 0 OUTLET (COUNTER HGT. MOUNT) $3 3—WAY SWITCH 09'H.D. OUTLET GARAGE DOOR (CLG. MT.) $4 4—WAY SWITCH SM E <<, SMOKE DETECTOR RECESSED FAN/LIGHT THERMOSTAT ® RECESSED FAN © TV CABLE JACK FLORESCENT FIXTURE T DOOR BELL SUTTON FLORESCENT BULB GARAGE DOOR BOTTON Q FLOOD LIGHT CEILING FAN - PHONE JACK CEILING FAN W/LIGHT FIXTURE PHONE JACK (FLR. MT.) 1111110&=1 BREAKER PANEL 1/2 POLE OUTLET CHIME ® COVE LIGHT FIXTURE $ SWITCH W/DIMMER QC CATV OR EQUAL 0 JUNCTION Punt MOM wII _17AULT CIRCUIT INTERRUPTER I •-volt, singleDwelling Units. All 120 dwelling15- and 20 -ampere branch circuits supplying outlets rooms, unit family oorns, parlors, libraries, dens, ^r'tt o )n roorns, closets, hallways, or similar rooms or ''lall be protected by a listed are -fault circuit t to provide , )n of the branch circuit. 6. CONTRACTOR SHALL COORDINATE WITH SOUND AND LOW—VOLTAGE CONTRACTOR FOR SET—UP AND LOCATION OF SOUND STATIONS AND CONTROLS. 7. CONTRACTOR SHALL COORDINATE WITH CABINET CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. a. UNDER COUNTER AND OVER CABINET LIGHTING TO BE COORDINATED WITH CABINET CONTRACTOR'S DRAWINGS AND SPECS. 9.CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL APPLIANCES AND COORDINATE WITH CABINET CONTRACTOR FOR THE SAME. 10. ALL ELECTRICAL RECEPTACLES OM LOWER LEVEL TO BE GROUND FAULT. 11. ALL BRANCH CIRCUITS IN BEDROOMS SHALL HAVE ARC—FAULT PROTECTION IN ACCORDANCE WITH 200- E38023 Mac WV1 COPYRIGHT ® 209 2 Cadman Dasions W PM4 a CO Mona) ed as • .IN a .. 0A �c b • w a>' Imo' Re ,-4 C4 SHEET E1 12 OF 13 V M N I- 0 N NOTES: 1. ALL TYPICAL ELECTRICAL RECEPTACLES TO BE PLACED 180 MAX. ABOVE FIN. FLOOR. 2. MINIMUM 14 GAUGE ELECTRICAL WIRING USE ONLY TELEPHONE SAME DMCTORS — COMPANY PHONE LINES. COORDINATE SEPARATE PHONE FOR FAX & SPECIAL IRC SECT. R•313.1 & GAAMEND PURPOSES W/OWNER. Interconnected, 110 volt required 3. PROVIDE ELEC./BATTERY BACK --UP SMOKE DETECTORS. inside and outside each sleeping LOCATE AS DIRECTED. SEE PLANS. area and each floor. Combination type required In vicinity of each 4. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT sleeping area. SPECIFICALLY NOTED OR SHOWN. 5. ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE. 6. CONTRACTOR SHALL COORDINATE WITH SOUND AND LOW—VOLTAGE CONTRACTOR FOR SET—UP AND LOCATION OF SOUND STATIONS AND CONTROLS. 7. CONTRACTOR SHALL COORDINATE WITH CABINET CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. a. UNDER COUNTER AND OVER CABINET LIGHTING TO BE COORDINATED WITH CABINET CONTRACTOR'S DRAWINGS AND SPECS. 9.CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL APPLIANCES AND COORDINATE WITH CABINET CONTRACTOR FOR THE SAME. 10. ALL ELECTRICAL RECEPTACLES OM LOWER LEVEL TO BE GROUND FAULT. 11. ALL BRANCH CIRCUITS IN BEDROOMS SHALL HAVE ARC—FAULT PROTECTION IN ACCORDANCE WITH 200- E38023 Mac WV1 COPYRIGHT ® 209 2 Cadman Dasions W PM4 a CO Mona) ed as • .IN a .. 0A �c b • w a>' Imo' Re ,-4 C4 SHEET E1 12 OF 13 V M N I- 0 N ARC -FAULT CIRCUIT INTFRRUPTER PROTF'C'TION� : NEC 210.12 D we!ling I.)0s. All phase, 15- an 0 -ampere br nch circuits oi, ,; °is installed in dwelling unit f'amilv living rooms, parlors, hhi recreation roofs, a,1ob et�, or areas shall, h sc t0 lira,,:. e $3 oao v SA#OKE DETECTORS — 1RC SECT. R -31V & GAAME. ND interconnected, 110 volt required inside and outside each sleeping area and each floor- Combination type required in vicinity of each sleeping area. GFCI Protection required for receptacles In bathrooms, garages, outdoors, and along Kitchen counter -tops - NOTE FOR FRAMING: PROVIDE SOLID BLOCKING IN CEILING FOR FLATSCREEN _ELECTRICAL LEGEND CHANDELIER OUTLET 110v. RECESSED INCANDESCENT ORF1 OUTLET W/GROUND FAULT CEILING MOUNTED FIXTURE 6� OUTLET WATER PROOF WALL MOUNTED FIXTURE {-�� RECESSED INCAND. VAPOR PROOF RECESSED DIRECTIONAL OUTLET 220v SWITCH SINGLE POLE W OUTLET (COUNTER HGT. MOUNT) 3—WAY SWITCH eH'D' OUTLET GARAGE DOOR (CLG. MT.) sn� 4—WAY SWITCH SMOKE DETECTOR RECESSED FAN/LIGHT THERMOSTAT RECESSED FAN © TV CABLE JACK FLORESCENT FIXTURE Q DOOR BELL BUTTON FLORESCENT BULB GARAGE DOOR BOTTON FLOOD LIGHT CEILING FAN PHONE JACK CEILING FAN W/UGHT FIXTURE PHONE JACK (FLR. MT.) ® BREAKER PANEL 1/2 POLE OUTLET EWECHIME COVE LIGHT FIXTURE $ SWITCH W/DIMMER CATV OR EQUAL 0 JUNCTION Rwof Plan NOTES: 1. ALL TYPICAL ELECTRICAL RECEPTACLES TO BE PLACED 18" MAX. ABOVE FIN. FLOOR. 2. MINIMUM 14 GAUGE ELECTRICAL MARiNG. USE ONLY TELEPHONE COMPANY PHONE LINES. COORDINATE SEPARATE PHONE FOR FAX & SPECIAL PURPOSES W/OWNER. 3. PROVIDE ELEC./BATTERY BACK—UP SMOKE DETECTORS. LOCATE AS DIRECTED. SEE PLANS. 4. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES. ETC. NOT SPECIFICALLY NOTED OR SHOWN. 5. ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE. 6. CONTRACTOR SHALL COORDINATE WITH SOUND AND LOW -VOLTAGE CONTRACTOR FOR SET—UP AND LOCATION OF SOUND STATIONS AND CONTROLS. 7. CONTRACTOR SHALL COORDINATE WITH CABINET CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. 8. UNDER COUNTER AND OVER CABINET LIGHTING TO BE COORDINATED WITH CABINET CONTRACTOR'S DRAWINGS AND SPECS. 9.CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL APPLIANCES AND COORDINATE WITH CABINET CONTRACTOR FOR THE SAME. 10. ALL ELECTRICAL RECEPTACLES OM LOWER LEVEL TO BE GROUND FAULT. 11. ALL BRANCH CIRCUITS IN BEDROOMS SHALL HAVE ARC—FAULT PROTECTION IN ACCORDANCE NTH lRe" =0A E3802,42. t41tG, -t.Cnt W Zi© z W 94 4) •� .Pd 0a '0 • ,r a W a� Ix 1 C4 SHEET E2 13 of 13 1. RAPER - 2 X 8 0 16". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2-2 x 4 NAILED WITH. 18 PENNY FAILS 0 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4, ALL HIPS ARE KEDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEIUNG JOISTS OR RAFTERS ARE 2 x 8 0 18" 0. C. UNLESS NOTED OTHERWISE. 6, MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED- OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG -------6' O.C. FOR 2 x 8 HOG --_M---7' - 6" O.C. 16P NAILS 0 7. DETAILS '8"ac. VERT, 1-2x6 1-2x6 2d HOG 1-2x13 1-2x8 2NI HOG II 1L:.w 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUF'ACTURER'S DIRECTION. 3, WITH NO ROOF FRAMING PLAN - USE 2 x 8 0 16" RAFTERS, &P.F'.. ,#2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14'-0" MEASURED HORIZONTALLY BASES! ON A DEFLECTION OF LESS THAN L/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS/BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS„ ETC. ONE SIZE LARGER THAN RAFTER SIZE, ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. FRAMING CONSTRUCTION -- OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE: REQUIREMENTS, 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE 02 UNLESS NOTED OTHERWISE, 4. STEEL BEAMS MUST HAVE 5.2x4 STUD? JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO --LAM BEAMS MUST HAVE 3-s2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. G. ALL WOOD JOISTS AND OPEN JOISTS MUST" BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOODS. NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM. 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS 0 16" O.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECIDING. S. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10' SP=AN A MINIMUM SINGLE LINE OF 2" x 4"S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID --SPAN AS A LOAD DISTRIBUTION MEMBER. 10. WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR WALLS ARID RAFTERS BEAR ON STUD WALL TOP PLATE ADJACENT TO CEILING JOISTS, BRACE RAFTERS AND TOP PLATE TO 2x6 HOGS 6' LONG (MIN.) ON 6' CENTERS ALONG LENGHT OF CEILING JOISTS. 11. ALL 2 - STORY OPEN GREAT ROOMS, LIVING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST USE A 3-1/2" x 3-1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUOS WITH " x 3" LAGS 0 24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE WITH 1-- 142" x 3" LAG THRU A "PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS WITH 3' OR LESS SPACE BETWEEN OUGH OPENINGS SHALL HAVE AT LEAST 1 --STEEL ANGLE VERTICALLY IN EACH MULLION SPACE, THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHALL BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 12. HEADER$ SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: (a INTERIOR (1 �} SPANS UP TO 2'-6" - 2-24's (2) SPANS 2'-6" TO 3'-6" - 2 - 2x8's (4) 10's SPANS 6'--6" OR MORE SEE PLAN (b) EXTERIOR (1) SPANS UP TO 2'-0" y- 2-2X6's (2) SPANS 2'-C?" TO 3'-0" - 2- 20's (3) SPANS 3'-0" TO 5'-0" - 2-2X1O}'s (4) SPANS 5'--0" OR MORE SEE PLAN 13, USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CON71NUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. NAIL PER CODE REQUIREMENTS. 14. USE PRESSURE TREATED MATERIAL FOR ALL ROUGH OPENINGS. 1& ALL HEADERS SHALL BE FREE FROM ALL SPLITS, CHECKS OR SHAKES. 16. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE SUBFLOOR WITH FINISH MATERIAL OVER. 17, STAIR CONSTRUCTION SHALL CONSIST OF (3)2X12 STRINGERS,5/4" OR 2X THICK TREADS AND 3/4" THICK RISERS OR MATERIALS FABRICATED BY A COMPONENT MANUFACTURER. la ALL WOOD? PLATES IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED" & SIUCOINE SEALED. 19. "MICRO -LAM" BEAMS SHALL HAVE SENDING STRESS: FB -2,800 PSI, VERIFY WITH LOCAL CODES. 20. SPECIAL UPLIFT CONNECTORS AS INDICATED AT CANTILEVERED JOISTS SHALL BE 'SIMPSON STRONG TIE' ANCHORS OR EQUAL. 21. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICA11ON A_36- 22. UNLESS OTHERWISE NOTED, PROVIDE A 2X PLATE BOLTED TO THE TOP FLANGE OF ALL STEEL BEAMS WITH 3/8" DIAMETER BOLTS STAGGERED AT 24" ON CENTER. RIGIDLY FASTEN ALL CONNECTING RAFTERS AND JOISTS AS APPROVED BE GOVERNING CODES. UNLESS NOTED OTHERWISE. 23. FLOOR FRAMING LAYOUT SHALL BE COORDINATED WITH THE GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS CHASES AND UNOBSTRUCTED RUNS FOR MVAC DUCT WORK. FLOOR TRUSS LAYOUT TO BE ENGINEERED BY TRUSS MANUFACTURE. 24. PROVIDE BRIDGING OR BLOCKING AT MIDSPAN OF JOISTS/RAFFTERS/TRUSSES, MAXIMUM SPACING BETWEEN BEARING WALL AND BLOCKING IS 8'-0". 25. DESIGN LOADS ARE AS FOLLOWS PER SQ FT: LOCATION LIVE DEAD DEFLECT LIMIT IST FLOOR 40 LB 10 Le L/360 2ND FLOOR (SLEEPING AREAS) 30 LB 10 LS L/360 ATTIC (NON STORAGE) 10 LB 5 LB L/240 ATTIC (STORAGE) 20 LB 10 LB L/240 ROOF (WITH FINISHED CEILING) 30 LB SNOW 15 LS L/240 ROOF (NO FINISHED CEILING) 30 LB 7 LB L/180 DECKS 60 LB 10 L8 L/360 Roof Plan SCALE: 1/4"-V-0 NOTES: 1. OVER HANG TO BE 2'-0" UNLESS SQUARE FOOTAGE DATA NOTED OTHERWISE. ROOF DECK 266 2. OVERHANG TO BE 8" TYPICAL AT GABLE ENDS OR AS NOTED. 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE --BIBS AT ROOF DECK. COPYRIGHT Q2012 Cadman._Desions �tORCi He. 2$372 PROFESSIONAL � -, 130 ..;3 0 5 129 IN Z a IIS SHEET 6 OF 13 �(N WINDOW CASING V. SEE TYPICAL DETAIL SHT. A2 i i jl j� � ii i ' ii ;l {i _- ____ _ 11 ' 1111 I k�''I■�'i�■IU a a9 i n Entry Elevation - Wc5t SCALE: 1/4"-l'—Ow WINDOW CASING 'B', SEE TYPICAL DETAIL SHT. A2 12 3.5r STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. --r 12 a. A4 4 GARAGE DOORS, 'CARRIAGE STYLE' SID~ DETAIL SHT. A3. STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. --� (Dce,an Elevation - Ea,5t SCALE: 1/4"=V-0 MARDI—PANEL W/3" BATTENS ® 9"o.c, TYP.----\ EXPOSED RAFTER TAILS, SEE CORNICE DETAIL SECTION 3/A7. TOP HEADER HGT. 6" CORNER BOARD, TYP. M SEE DET. SHT. A2 00 ca I b 2nd f ELEV, - -- _ _ -- - — HEADER HGT. II ^ 7j, c — 6x3 P.T. POST o BRACKET. TOP" PLA 1 S# FLR,. d' - -- -- --- — _ E TYP. — ) N � I 4 a co Ll a a d 20"x16" LOUVERED -AVG. GRADE ELEV. 13.3 _---_-.._.._----- _ 14x1 p-P.T' POST W%CAP. 'fYP.^-- HYDROSTATIC VENTS :SEE DETAIL SHT. A2. W/SCREEN, TYP. OF 4. INSET INTO GARAGE DOORS TABBY EXTERIOR. TYP. G.C. TO VERIFY. HARDI--SIDING, TYP. OWNER TO SELECT COLOR. T.IEZE,II SEE TION 3/A71t --- EXPOSED RAFTER TAILS, SEE CORNICE DETAIL SECTION 3/A7. II ll I p: II � 12 3.5r STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. --r 12 a. A4 4 GARAGE DOORS, 'CARRIAGE STYLE' SID~ DETAIL SHT. A3. STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. --� (Dce,an Elevation - Ea,5t SCALE: 1/4"=V-0 MARDI—PANEL W/3" BATTENS ® 9"o.c, TYP.----\ EXPOSED RAFTER TAILS, SEE CORNICE DETAIL SECTION 3/A7. TOP HEADER HGT. 6" CORNER BOARD, TYP. M SEE DET. SHT. A2 00 ca I b 2nd f ELEV, - -- _ _ -- - — HEADER HGT. II ^ 7j, c — 6x3 P.T. POST o BRACKET. TOP" PLA 1 S# FLR,. d' - -- -- --- — _ E TYP. — ) N � I 4 a co Ll a a d 20"x16" LOUVERED -AVG. GRADE ELEV. 13.3 _---_-.._.._----- _ 14x1 p-P.T' POST W%CAP. 'fYP.^-- HYDROSTATIC VENTS :SEE DETAIL SHT. A2. W/SCREEN, TYP. OF 4. INSET INTO GARAGE DOORS TABBY EXTERIOR. TYP. G.C. TO VERIFY. HARDI--SIDING, TYP. OWNER TO SELECT COLOR. T.IEZE,II SEE TION 3/A71t --- EXPOSED RAFTER TAILS, SEE CORNICE DETAIL SECTION 3/A7. --- VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A2 FOR LATTICE GATE LOCATION, TYP. SEE DETAIL 2/A1. 10x10 P.T. POST W/CAP, TYP. SEE DETAIL SHT. A2. 3'-0" HIGH WOOD HANDRAIL, SEE DETAIL SHT. A3. TABBY PIER, TYP. a SEE PLANS n. i I cl iG - 17— - — -FAA_LS E-_WI><t[i W-StZE TO_MAtCH Ka 4 0 .Q a a.� a Q .O •Aa ., � � � .e ".'] a 4 - � � La Q aq, pQ w a � q, A q .. a � .. • o'a '2�1' 5Ide Elevation - South SCALE: 1 4'=V—O" 5Ide Elevation - North SCALE: 1/4.7=1'-O" �i■i qui i 1 COPYRIGHT f I`� .4 i 12 s•,� t� rA ryW��y/ U!w i I it p: II � u t1'1 z "0 --- VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A2 FOR LATTICE GATE LOCATION, TYP. SEE DETAIL 2/A1. 10x10 P.T. POST W/CAP, TYP. SEE DETAIL SHT. A2. 3'-0" HIGH WOOD HANDRAIL, SEE DETAIL SHT. A3. TABBY PIER, TYP. a SEE PLANS n. i I cl iG - 17— - — -FAA_LS E-_WI><t[i W-StZE TO_MAtCH Ka 4 0 .Q a a.� a Q .O •Aa ., � � � .e ".'] a 4 - � � La Q aq, pQ w a � q, A q .. a � .. • o'a '2�1' 5Ide Elevation - South SCALE: 1 4'=V—O" 5Ide Elevation - North SCALE: 1/4.7=1'-O" �i■i qui i 1 COPYRIGHT f I`� .4 i 12 s•,� t� rA ryW��y/ U!w i I it u t1'1 z "0 cry 0 SHEET 6 — OF -- OD CA METAL ROOFING 24 GA GSO O SJb.DIFELT ON 1 V/2 4�RAANT BARRIER) PLYWOOD ROOF SHEATHING. 12 _13 1/2 e SEALECTION 500, SPRAY 2-2x6 TOP PLA'T'E - SFE SHT. A10 & A11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING Second Floor 3/4" FINISH WOOD FLOOR OVER 3/4" SUBFLOOR SECOND FLOOR t 5 40885 W W 2"x2"x1 /8" PLATE W/1 /2" m a s:r c W 0 NUT, ZINC PLATED- ©�wwOTOO YELLOWY CHROMATED.1�> a ; z v f2 HURRICANE CLIP 0 EA. tts � t/3 c � � g 0 � t3 RAFTER (SIMPSON H10 2x BIRD BLOCK W/2" DIA. z V > � 0000 0 � OR APPROVED EQUAL} VENT 0 16"o.c. %� ' D N MOca s 0 14 2'_0. 1/2- BEADED #� PYLWOOD M o . � OVERHAN SOFFIT, NOTCH TOP OF „sl SOUND INSUL.4�0 160o.c 360 SERIES, OR I ( A($ EQUAL, SEE PLANS 16 1 r First Floor 3/4" FINISH WOOD FLOOR OVER 3/4" SUSFLOOR REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 2x6 PURLINS 0 1/3 POINTS +& AT ALL OSB SPLICES — & AT ALL OSB SPLICES ---a► � t- W 0 W a z X M w 2x8 STUDS 0 143"0.ac. --- 0: W i`i oomN� a Cr D � I 2x6 STUBS a 16"O.a. ---" � , CEILING ----- -- i�T M z Cn 3 I °D z `t 1/2 SHEETROCK a � yz-� c) z ijc, 0 WALLS AND 0 CEIUNG ,°, 0 ca APPROVED EQUAL ----'O' M 3• Q° rn CZ 0 aa�2 > to 0 z t1i4? y OwN ;A- SEALECTION 500. SPRAY FOAM INSULATION OR APPROVED EQUAL SOUND INSUL.4�0 160o.c 360 SERIES, OR I ( A($ EQUAL, SEE PLANS 16 1 r First Floor 3/4" FINISH WOOD FLOOR OVER 3/4" SUSFLOOR REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 3-1 3/4"x16" MIRCOLAM BEAM, INSTALL AS PER MANUF. SPECS. ---� FIRST FLOOR I ! 7 T ' 0 Wax 360 SERIES. OR EQUAL, SEE PLANS �J ll L.l lJ L V �...J �v� 5/8" TYPE "X' SHEETROCK CEILING, TYP. 0 GARAGE P.T. 2x PLATE W/8"0/4" DIA. BOLT AND STEEL WASHER ® 32"o.c. OR EVERY PIER, TYP. Lower Leve! 3•-0" WIDE DBL. LAYER GARAGE F71*ilSH fLOOR 2x6 PURLINS 0 1/3 POINTS z' t rn rq -na � � +& AT ALL OSB SPLICES — cz) x � c� W z 0 t`' 000>;V>tr1 W a z X M w 2x8 STUDS 0 143"0.ac. --- g i`i oomN� 0 z `C 1/2 SHEETROCK D � I 0 WALLS AND � , CEILING ----- -- i�T M z 3 r m r R 2 w z 0 v a � yz-� c) z ijc, a" SEALECTION 500, SPRAY g, V o � -4 ,°, FOAM INSULATION OR APPROVED EQUAL ----'O' 3-1 3/4"x16" MIRCOLAM BEAM, INSTALL AS PER MANUF. SPECS. ---� FIRST FLOOR I ! 7 T ' 0 Wax 360 SERIES. OR EQUAL, SEE PLANS �J ll L.l lJ L V �...J �v� 5/8" TYPE "X' SHEETROCK CEILING, TYP. 0 GARAGE P.T. 2x PLATE W/8"0/4" DIA. BOLT AND STEEL WASHER ® 32"o.c. OR EVERY PIER, TYP. Lower Leve! 3•-0" WIDE DBL. LAYER GARAGE F71*ilSH fLOOR 6x6xWi.4xW1.4 WWF PERIMETER 4 THK. 3,000 psi CONC. z' t rn rq -na � � W/6x6xW1.4xW1.4 WWF cz) 0 MID -DEPTH � 6 MIL VAPOR BARRIER z 0 t`' 000>;V>tr1 COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSIF MIST BE VERIFIED BY CONTRACTOR. r1AT : July 2013 5 #5 EA. W € EBARS — B u i ld Ing Sections 1' RAFTER FOR PLYWOOD AS REQUIRED, TYP. s+ z' t rn rq -na � � cz) METAL DRIP EDGE 'FRIM 1' RAFTER FOR PLYWOOD AS REQUIRED, TYP. X 5M Z 0;0 Z > z' t rn rq -na � � cz) METAL DRIP EDGE 'FRIM � +� /—CONT. DO NOT RIDE z 0 t`' 000>;V>tr1 ais TOP PLATE z X M g i`i oomN� to 4x4 CONT. D � I rn FASCIA i�T M z -1X2 BEVELED DRIP, r m r R 2 w z , SHAPE AS SHOWN � yz-� c) z ijc, a" 1 x10 OVER 1 x10. W/BLOCKING g, V o � -4 ,°, 0cx%-* j M 3• Q° rn CZ aa�2 > to t1i4? y OwN ;A- �E�+1 E7 >A x 0 C7 .tom 4 - 15/32" OSB SHEATHING WSEE DET L ATTE IEXTEND � 't � 0 g Al & A11 FOR NAILING 1 f 2" BELt3W FINISHED FLt10R, 900 9 SEE SHT. A10 &a11 FOR EXT. STRUCT. .0 SHEATHING NAILING PATTERN Co 10a rn b � - GO BOLT ALL -THREAD ROD 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. �+ ao � rn W Z C) 7C � SIDING z (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. Al 3&" AllOSS TTERN ENAILING ATHING pADETAIL EXTEND 1/2" BELOW FINISHED FLOOR, TYR. SEE SHT. A10 &011 FOR EXT. STRI CT. SHEATHING NAILING PATTERN r�ha GO BOLT ALL -THREAD ROD � 1/2" DIA.. ZINC PLATED -YELLOW CHROMATED. M MARDI -FLANK LAP SID1NG (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED 70 BRAIN. GO --BOUT 1 3/4"x 13 ZINC PLATED COU 2"x2"x# /8" PLATE WASHER W/1 /2" NUT, ZINC PLATED -YELLOW CHROMATED. Gtr -BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. TABBY FINISH i6wx160xl3" CMU TILLED SOLID WAOOO psi CONC. W/4 J5 VERT. REBAR, TYP. i�1 10 d 4 �`�\� i' - h L A .� q A A A q . 4 .1 /4."=V --0-_OJN R. NO, 12,37 FINISH GRADE SLOPE TO DRAIN 0 m a zw 00 NO. DATE REVISION �,.•+ A Neuf Residence for 1 12--4-13 FINAL. INSSUED FOR CONSTRUCTION 111an Mr. and Mrs. Clements n s'; LSC 12 13th Lane _ Residential Designers a Planners P.O. Box 30443 a Savannah, GA 31410 e IIttrU eor o a . 1600 0 z y z i�1 10 d 4 �`�\� i' - h L A .� q A A A q . 4 .1 /4."=V --0-_OJN R. NO, 12,37 FINISH GRADE SLOPE TO DRAIN 0 m a zw 00 NO. DATE REVISION �,.•+ A Neuf Residence for 1 12--4-13 FINAL. INSSUED FOR CONSTRUCTION 111an Mr. and Mrs. Clements n s'; LSC 12 13th Lane _ Residential Designers a Planners P.O. Box 30443 a Savannah, GA 31410 e IIttrU eor o a . 1600 0 z y Zr o >ry > RgRMMi!MMpA M v j4 6 MIL VAPOR zO C30 Dox ?5;U -`s -n e � a Al & Al2 FOR NAILING ATTERN) EXTEND > i COMPACTED OR UNDISTURBED SOIL S&T rn it s MC +� o -6 (n a OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. to ASA >06 �¢3' zIKoz F tis CA73 �C cy9�ca�Ac..n�;_'M REBARS m s W>wcm:Pi j6Ew FWq D CHROMATID. RF r o'0 o K7 � � (.pi ctt�" i7DD��� :0ti's�,�r-i'� 711 -n > z,, "C;CnKrnz;69 z n cn Q 'ry �01C)MU)� a M Arno m Oy-*t-nZjo= M1 4 z r- (A will (2zEAAz Sf mt cn z � Gin O D rn C3 lto (n � b uFmn m ' O Z C �0 QFn D- 0 Pr P> Zr o >ry > M v Z 6 MIL VAPOR zO 1 Q a Al & Al2 FOR NAILING ATTERN) EXTEND > i COMPACTED OR UNDISTURBED SOIL S&T ti OF ORGANICS MIN. LOAD BR6. CAPACITY i OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. to i SHEATHING NAILING PATTERN } 5 #5 EA. WA REBARS — GO BOLT ALL -THREAD ROD s 31 FWq CHROMATID. RF } EA v z s� Building Sect ions Go L,s r E.1 o b 3/4" FINISH WOOD FLI OVER 3/4" SUBFLOOR SECOND FLOOR cM SOUND INSUL. -- 3/4" FINISH WOOD FL+ OVER 3/4" SUBFLOOR FIRST FLOOR 2x8'9 0 1 2x6 TOP PLATE -- SEE SHT. A11 & Al2 FOR f. STRUCT. SHEATHING NAILING PATTERN --- REF, ST FOR STl Second floor e� i cR 1D WALL TABLE ABOVE ID WALL FRAMING 2x6 PURLINS 0 1/3 POINTS & AT ALL OSB 'SPLICES — x a M �x .2x6 STUDS 0 16"o.c. - 1/2 SHEETROCK 0 WALLS AND CEILING 3 0 a z s� ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL--"' 1610.c 560 SERI OR 'CMAL SEE PLANS11 REF. STUD WALL TABLE ABOVE FOR STM} WALL FRAMING 2x6 PURLINS 0 1/3 POINTS & AT ALL OSB SPLICES -----+ H t9 W First door z 2x6 STUDS 01 16"o.c. 1/2 SHEETROCK a 0 WALLS AND oCEILING --------■ 0 0 0 0 z ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL MIRCOLAM 1.9E BEAMS, SEE SHT. A3, INSTALL AS PER MANUF, SPECS.---\ 5603 SERIF OR SEE PLANS11 5/5" TYPE 'x' SHI=MOCK CEILING, TYP. 0 GARAGE P.T. 2X PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER 0 3ra.c. OR EVERY` PIER. TYP. Lower Leve! 3'-O" WIDE DBL. LAYER 6x6xWI.4xW1.4 WWF 0 PERIMETER GARAGE FINISH FLOOR VCa. ADE. 3 A Cid ELEV; 1 . 3 _ M—+000 psi t�NC, . 3, L-1xI O lam. TYP. / .4 WWF 0I MID DEPTH 6 MIL VAPOR —1532" OSB SHEATHING WEE DETAIL BARRIER < Al & Al2 FOR NAILING ATTERN) EXTEND > i COMPACTED OR UNDISTURBED SOIL S&T ti OF ORGANICS MIN. LOAD BR6. CAPACITY i OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. i SHEATHING NAILING PATTERN } 5 #5 EA. WA REBARS NATE. duly 2013 SCALE-:. 1/4"=1'-0" PCONTR. NO. 1237 Tybee Island A New Residence for Mr. and Mrs. Clements 12 13th Une n METAL ROOFING 26 GA OVER 15b. FELT ON 1/2(RRADIANT BARRIER) PLYWOOD ROOF SHEATHING. 12 O l ,y� 31/2 e DIENE. SPRAY„ FOAM INSULATION OR APPROVED EQUAL —'—'"� 2x8's 0 16"o.c. J1 f 2" BEAD BOARDPORCH MICROLAM AM(WOMANI3-1 ) x9 Ile LVL BEI) & CAVE CROWN MOULDING, TYP. JOIST HANGER OVER 2x NAILER, TYP. 1x10 TRIM, TYP. 15/32" OSB SHEATHING (SEE DETAIL All & Al2 FOR NAILING PATTERN) EXTEND I/ 2" BELOW FINISHED FLOOR, TYP. SEE SHT. A10 &a11 FOR EXT. STRUCT. SHEATHING NAILING PATTERN GO BOLT ALL -THREAD ROD 1/2" DIA.. ZINC PLATED -YELLOW CHROMATED. HARDI-PLANKC3rCh LAP SIDING (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OBER SHEATHING LAPPED TO DRAIN. 2-x2-x#/g- PLATE W/1/2- NUT, /1/2"NUT, ZINC PLATED - YELLOW CHROMATED. HURRICANE CLIP 01 EA. RAFTER (SIMPSON HID2x BIRD BLOCK W/2 DIA. OR APPROVED EQUAL) VENT 01 160o.c. 6#'00" „ AZEK DECKING (RUN DIRECTION r OF SLOPE) OVER 2x4 P.T. SLEEPERS t ON WATERPROOFING MEMBRANE OVER t 3/4" PLYWOOD. CUT I"x9 /2" CHANNELS TO BOTTOM SIDE OF SLEEPERS PLACE t 0 12"o.c, TYP. s s i GALV. FLASHING, TYP. 12" MIN. A.F.F. t � s r SLOPE i 4L PER FL i s s P.T.D.K.A.T. 2x12 s 0 1 (RIP FOR 1/4- PER FT. 1/2" BEAD BOARD CLG. PORCH BEAM, 3-1 3f4"x9 1/4" LVL MICROLAM (WOMANIZED) BED & COVE CROWN MOULDING. TYP. t � OIST HANGER OVER s � 2x NAILER, TYP. t L-1xI O lam. TYP. t —1532" OSB SHEATHING WEE DETAIL s Al & Al2 FOR NAILING ATTERN) EXTEND W/BLOCKING 1/2" BELOW FINISHED FLOOR, TYP. i SEE SHE AID &011 FOR EXT STRUCT. i SHEATHING NAILING PATTERN } E — GO BOLT ALL -THREAD ROD s 1/2- DIA.. ZINC PLATED -YELLOW CHROMATID. } } Porch ' HARDI-PLANK ' (WOI�3I�H FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. —GO -BOLT 13/4"x 13 ZINC PLATED COUPLER & 2"x2"x1 f8" PLATE WASHER W/1/2" NUT, ZINC PLATED -YELLOW CHROMATED. GALV. FLASHING, TYP. BLOCKING 012" MIN. A.F.F. COLS. TYP. - IN SLOPE 1/4- PER FT. - P.T.D.K.A.T. 2079 0316'&c-. (FHP FOR 1/4" PER FT SLOPE) 1/2" BEAU BOARD CLG,--.,, 1' r . M STUCCO FINISH (SAND FINISH) Parch 16"06"x8" CMU FILLED SOLID W/3,OOO psi CONIC. W/4 #5 VERT REBAR, TVP. //} A fl'f\�///\��f%� j\\ D A 1. D .A. � iii a D. t>' a i . - > A 4" THK. 3.000 psi CMC, W/6x6xWi.4xWI.4 WW ® MID -DEPTH NO.1 DATE REVISION # 5 12-4--13 InNAL. INSSUED FOR CONSTRUCTION 1/2 BEADED PW.WOOD OVERRANSOFFIT, NOTCH TOP OF RAFTER FOR PLYWOOD AS REQUIRED. TYP. CONT. METAL DROP EDGE DO NOT HIDE 'TRIM -.. TOS' PLATE —P.T. 5/4x4 CONT. FASCIA '``•----1x2 BEVELED DRIP, SHAPE AS SHOWN 1x10 OVER 1x10 •- W/BL+OCKING 100 TRIM OVER BLOCKING FURR BEAM TO ALIGN W/COLUMN NECK, TYP. 2XMAT.L' CAP (FLASHED) W/2 1/4- CROWN TRIM, TYP 1/2 RND. GO BOLT ALL -THREAD ROD 1/2" DIA., ZINC PLATED -YELLOW CHROMATED. 10" SQ. 'COW COLUMN OR APPROVED EQUAL. i GO BOLT ALL -THREAD ROD I/2" IXA., ZINC PLATED -YELLOW CHROMATED. 10" SQ. 'COX' COLUMN OR APPROVED EQUAL. i i 5" " BASE CAP n� 1 x10 OVER 1 x12 W/BLOCKING a '* 1 x1 O TRIM OVER BLOCKING 0 FURR BEAM TO ALIGN rn W/COLUMN NECK, TYP. 2XMAT.L' CAP (FLASHED) W/2 I/4" CROWN TRIM, TYP 1/2 RND. GO BOLT ALL -THREAD ROD I/2" IXA., ZINC PLATED -YELLOW CHROMATED. 10" SQ. 'COX' COLUMN OR APPROVED EQUAL. i i 5" GO -BOLT 13/4"x 13 ZINC PLATED COUPLER r&'Xl/8" PLATE WASHER W/1/2" NETT, ZINC PLATED --YELLOW CHROMATED. -3/4"x10" THRU BOLT COUNTERSINK W/STEEL WASHER AT EACH POST --1" BASE CAP ---1x6 OVER 1x10 W/BLOCKING --3-1 3/4"X99 1/4" LVL (WOMANIZED) NOTCH POST, TYP. --P.T. 202 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER ® 32"o e. OR EVERY PIER, TYP. 00 --BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. NISH (S FISTUCCO NISH) 16"x16"x$" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. A D A A A. E> a awwJJ FINISH GRADE SLOPE TO GAIN a n LLC Residential a Designers Planners P.O. Box 30443 • Savannah, GA 31410 C3ffice � Pax: 912.S4P 16f1C? _ 0 I M1 will GO -BOLT 13/4"x 13 ZINC PLATED COUPLER r&'Xl/8" PLATE WASHER W/1/2" NETT, ZINC PLATED --YELLOW CHROMATED. -3/4"x10" THRU BOLT COUNTERSINK W/STEEL WASHER AT EACH POST --1" BASE CAP ---1x6 OVER 1x10 W/BLOCKING --3-1 3/4"X99 1/4" LVL (WOMANIZED) NOTCH POST, TYP. --P.T. 202 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER ® 32"o e. OR EVERY PIER, TYP. 00 --BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. NISH (S FISTUCCO NISH) 16"x16"x$" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. A D A A A. E> a awwJJ FINISH GRADE SLOPE TO GAIN a n LLC Residential a Designers Planners P.O. Box 30443 • Savannah, GA 31410 C3ffice � Pax: 912.S4P 16f1C? TYPICAL 1 SHEARWALL PANEL i " EXTERIOR SHEATHING (REF DETAIL 3) (TYP) (2) SIMPSON LSTA24 STRAPS AT HEADER T'0 STUD A5 SHOWN (TYP) N EXTERIOR SHEATHING (REF DETAIL 5) (TYP) (2) SIMPSON LSTA24 STRAPS AT PERIMETER BEAM/GIRDER TO STUD AS Sid OWN (TYP) HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 2x HEADER AT TOP 2x VERTICAL EACH SIDE 2x BRIDGING AT SHEATHING SPLINE 2x Sill. AT BOTTOM N 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2'-0i", ACID VERTICAL. STUD AND rO ANCHOR 13OL.T AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL 1/2" ALL -THREADED ----p--_" GO -BOLT W/WASHER AND NUT. INSTALL AS PER MANUF. SPECS, SHEARWALL SHOWN IN WIDTH BETWEEN 1'-O" TO 2'-0;" REF. DETAIL 6 INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS GREATER THAN 1 1.011 N.T.S. HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 2x HEADER AT TOP 2x VERTICAL EACH SIDE 2x BRIDGING AT SHEATHING SPLICE 2x SILL AT BOTTOM ljo 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2'-•Oir, AILD VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 5 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN) 10d COMMON NAILS 0 6" VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN) 1 O COMMON NAILS 0 12" VERTICAL, SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLED " EXTERIOR SHEATHING W/ 4' -0 - MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM/GIRDER 10d COMMON NAILS IN 2 ROW NAILING PATTERN SILL AND BOTTOM OF PERIMETER BEAM/GIRDER (REF DETAIL FOR NAILING PATTERN) TYPICAL I 10d COMMON NAILS IN 2 ROW NAILING I -------_OPENING WIDTH VARIES- �____ PAN EL� PATTERN 0 TOP OF • HEADER AND TOP !LJ PLATE (REF DETAIL -•—"'-'-"""'"'""' p . FOR NAILING i 2) SIMPSON LSTA24 PATTERN r STRAPS AT HEADER TO . STUD AS SHOWN (TYP) • • ' • ' (2) 2x HEADER AT TOP -W 10d COMMON NAILS . 0 6" VERTICAL 4 (2) 2x VERTICAL EACH SIDE (MIN) SPACING AT EDGE .--PERPENDICULAR WALI. 10d COMMON NAILS , FRAMING. PROVIDE SOLID (2) 2x BRIDGING AT SHEATHING SPLICE BLOCKING BEHIND WALL. PATTERN ON EACH . .. STUD AS REQUIRED AND SIDE OF SPLICE (REF (1) 2x SILL AT BOTTOM " EXTERIOR DETAIL FOR NAILING , NAILS dA 6" 0•C, PATTERN . ol SHEATHING (REF . , 0 i2" VERTICAL • . • SPACING AT DETAIL 3) (TYP INTERIOR tF , • '0 -BOLT PER SHEARWALL ADDITIONAL STUD (S I INSTALLE OF SHEARWALL (REF , 1. 2x FRAMING TO LATCH WALL STUD SIZE jr EXTERIO • 2, IF WIDTH OF SHEARWALL IS GREATER THAN 2' --Or, MIN LENGTHS ADD VERTICAL STUD AND rO ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 00-13OLT LOCATED ON OUTSIDEFACE 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL (REOF F � SHEARWALL PANEL DETAIL 6) (TYP) • 4'-0" MN , -• • • 4'-0" MIN SHEARWALL SHOWN IN WIDTH 1'-0" OR LESS (TYP) -BOLT LOCATED ON ., CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) 111• : :.: i : ► C�1: � �. � (• Itl.' ■ :, � i ,: rla:. 'w ;.: f ; Y ��� HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) n • • n " '4"XEIC6L.2_ RQ16_NAI1JN,r.,P&=tf. AI■3. NATE METHOD: INSTALL. J" BEAD LIQUID NAILS "SU18FLOKRS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN --902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (dam; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) N.T.S. EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. AL (MIN) TO MATCH SI ZE HEATHING NOT I CLARITY TYPICAL SIMPSON STRONG -TIE PHD5-SDS3 HOLDOWN ANCHOR N.T.S. 8"--'I2" FROM EDGE D'__...__ 4 W [L W co W 41^OR MEASURED FROM TOP �! 0•• OF HEADER AND FROM M N BOTTOM OF SELL 2 ROW NAILING PATTERN i SILL (REF DETAIL FOR NAILING PATTERN HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) n " « n » n2ma.213gX I+1 .0 EAMN &MNATE MEMM: INSTALL F BEAD LIQUID NAILS' "SUBFLOORS" ADHESIVE (PROUT-602 AND LN- 902)MAT ALL BERS N2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 1 O COMMON NAILS 0 6" MAX HORIZONTAL FACING (HgM- BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYI'I+CAL FIRST FLOOR SHEARWALL PANEL N.T.S. 0—BOLT STRUCTURAL IE—DOWN ANCHORING YSTEM• INSTALL AS PER IANUF. SPECS, kTE 3" TO 5" 4 TOP OF FOOTING (1) #4 REBAR IN OL.ITHIC FOUNDATION SIMPSON REQUIREMENT i REQUIRED IN STEMWALL NDATIOIN) OUINDATION WIDTH MUST a" MIN. 'OUMDATION TYPE SHOVVN OR DISPLAY PURPOSES Y. ;AME DETAIL APPLIES TO H MONOLITHIC AND STEM vvmL.L FOUNDATIONS. TYPICAL SIMPSON STRONG -TIE SSTB23 ANCHOR BOLT INSTALLATION N.T.S. COPYRIGHT (D 2005 Cadman I signs,, Q z Iz 10d COMMON NAILS IN 2 ROW NAILING I� PATTERN 0 TOP OF • HEADER AND TOP !LJ PLATE (REF DETAIL -•—"'-'-"""'"'""' p . FOR NAILING i 2) SIMPSON LSTA24 PATTERN r STRAPS AT HEADER TO . STUD AS SHOWN (TYP) • • ' • ' -W 10d COMMON NAILS . 0 6" VERTICAL 4 SPACING AT EDGE .--PERPENDICULAR WALI. 10d COMMON NAILS , FRAMING. PROVIDE SOLID IN 2 ROW NAILING BLOCKING BEHIND WALL. PATTERN ON EACH . .. STUD AS REQUIRED AND SIDE OF SPLICE (REF .. ATTACH TO SHEARWALL W/ (2) 16d COMMON DETAIL FOR NAILING , NAILS dA 6" 0•C, PATTERN . 10d COMMON NAILS ' " . , 0 i2" VERTICAL • . • SPACING AT INTERIOR tF , • '0 -BOLT PER SHEARWALL ADDITIONAL STUD (S LOCATED ON INSIDE FACE INSTALLE OF SHEARWALL (REF , DETAIL 6) (1'YP) jr EXTERIO • SHEATHING W/ V 0R MIN LENGTHS -BOLT LOCATED ON ., CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) 111• : :.: i : ► C�1: � �. � (• Itl.' ■ :, � i ,: rla:. 'w ;.: f ; Y ��� HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) n • • n " '4"XEIC6L.2_ RQ16_NAI1JN,r.,P&=tf. AI■3. NATE METHOD: INSTALL. J" BEAD LIQUID NAILS "SU18FLOKRS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN --902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (dam; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) N.T.S. EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. AL (MIN) TO MATCH SI ZE HEATHING NOT I CLARITY TYPICAL SIMPSON STRONG -TIE PHD5-SDS3 HOLDOWN ANCHOR N.T.S. 8"--'I2" FROM EDGE D'__...__ 4 W [L W co W 41^OR MEASURED FROM TOP �! 0•• OF HEADER AND FROM M N BOTTOM OF SELL 2 ROW NAILING PATTERN i SILL (REF DETAIL FOR NAILING PATTERN HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) n " « n » n2ma.213gX I+1 .0 EAMN &MNATE MEMM: INSTALL F BEAD LIQUID NAILS' "SUBFLOORS" ADHESIVE (PROUT-602 AND LN- 902)MAT ALL BERS N2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 1 O COMMON NAILS 0 6" MAX HORIZONTAL FACING (HgM- BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYI'I+CAL FIRST FLOOR SHEARWALL PANEL N.T.S. 0—BOLT STRUCTURAL IE—DOWN ANCHORING YSTEM• INSTALL AS PER IANUF. SPECS, kTE 3" TO 5" 4 TOP OF FOOTING (1) #4 REBAR IN OL.ITHIC FOUNDATION SIMPSON REQUIREMENT i REQUIRED IN STEMWALL NDATIOIN) OUINDATION WIDTH MUST a" MIN. 'OUMDATION TYPE SHOVVN OR DISPLAY PURPOSES Y. ;AME DETAIL APPLIES TO H MONOLITHIC AND STEM vvmL.L FOUNDATIONS. TYPICAL SIMPSON STRONG -TIE SSTB23 ANCHOR BOLT INSTALLATION N.T.S. COPYRIGHT (D 2005 Cadman I signs,, Q z Iz co ct ct� sH�ET E v I� !LJ ¢, s-; -W co ct ct� sH�ET E v ' DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) 2.. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO THEHALFWAY UP THE OOF BUILDING A DISTANCE 3. a = LENGTH OF ZONE (5) LOCATED AT THE Cid ! OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: I. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: 1. 4% OF THE LEAST HORIZONTAL DIMENSION fl. OR; 3 FEET O WINDOW AND DOOR DESIGN PRESSURE. DP RATINGS N.T.S. EXTENT OF HEADER — QUBLE POKrAL FRAME (TWO BRACED WALL PANELS)-- EXTENT ANEi.S)--EXTENT OF HEADER BLE PORTAL FRAME (TWO BRACED WALL PANELS) ® m MIN. 3" x 11.26" NET HEADED ASTEN TOP PLATE TO HEADER Wlr TWO 00 Le ROWS OF 16D SINKER NAILS AT 3 Q.C. TYP. 1S t 000 LB S i'W OPPOSITE SHEATHING —FASTEN SHEATHING TQ HEADP WrrH SD COMMON QI x cI G&VANIZED BOX NAILS IN 3 GRID PATTERN AS SHf 3 Q.C. IN ALL FRAMING (STUDS, BLOCKING, AND IN. WIDTH- 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO STORY STRUCTURES IN. 2X4 FLAMING 3/8" MIN. THICKNESS WOOD MIN. C 2x4 I� STRUCTURAL PANEL SHEATHING IN. 4200 LS TIL:—DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FLAMING) SEE SECTION R602.10.6.2 , TYPICAL PORTAL ev FRAME CONSTRUCTION -- FOR A PANEL SPLICE--\ (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID— HEIGHT. ONE ROW OF TYP. SHEATHING—TO— FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WIH 3— 16D SINKERS IN. 1000 LB ILI'__mTIE DOWN DEVICE ALTERNATE WALL PANEL DETAIL N.T.S. 10D NAILS AT 4"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHII NAILING PATTERN) SECOND FLOOR JO FRAMING BEHIND BVER-nCAL STUD III EHIIND NOT SHOW FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY ( NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION D21G&„ROOF SHEATHING N&UN PATTERN PATTERN r="O**N1 TYPICAL ROOF NAILINGPA17ERN N.T.S. s • . ' • ' t ' . ' r ` . ' • - • . • . 2 ROWS OF 10D NAILS --`'' GENERAL STRUCTURAL NOTES IOD NAILS AT 6" 1 ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: ") INSTALLED TOSCOMPLY WITH BOHG NAHTS TIVE AND POSITIVESHALL BE AND VERTICAL SPACING AT (A) INTERNATIONAL RESIDENTIAL. CODE --2006 (IRC -2000) PRESSURES A$ REQUIRED BY SSTD 90--99. DOCUMENTATION OF -t (8) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, CONSTRUCTION (SSTD-10-99) DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND T1NU 602A1, 602A2, 1602A3) EXTERIOR FAMILY DWELLINGS (1985 SBC HIGH—WIND EDITION) EATHING 101) NAILS AT 4" 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEIN 2) DESIGN CRITERIA: WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. ROOF LIVE LOAD ___.~• 20 PSF PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MUST BE PRECUT TO SIZE FLOOR LIVE LOAD --- 40 PSF WIND LOAD PER IRC 2006 MAXIMUM SPAN OF 8 FEET. PANELS WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT (A) BASIC WIND SPEED (3—SECOND GUST) 13L1 MPH A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION (8) EXPOSURE C FOR EACH PANEL. (IRC 301.21.2. AND SSM 604) ' DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) 2.. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO THEHALFWAY UP THE OOF BUILDING A DISTANCE 3. a = LENGTH OF ZONE (5) LOCATED AT THE Cid ! OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: I. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: 1. 4% OF THE LEAST HORIZONTAL DIMENSION fl. OR; 3 FEET O WINDOW AND DOOR DESIGN PRESSURE. DP RATINGS N.T.S. EXTENT OF HEADER — QUBLE POKrAL FRAME (TWO BRACED WALL PANELS)-- EXTENT ANEi.S)--EXTENT OF HEADER BLE PORTAL FRAME (TWO BRACED WALL PANELS) ® m MIN. 3" x 11.26" NET HEADED ASTEN TOP PLATE TO HEADER Wlr TWO 00 Le ROWS OF 16D SINKER NAILS AT 3 Q.C. TYP. 1S t 000 LB S i'W OPPOSITE SHEATHING —FASTEN SHEATHING TQ HEADP WrrH SD COMMON QI x cI G&VANIZED BOX NAILS IN 3 GRID PATTERN AS SHf 3 Q.C. IN ALL FRAMING (STUDS, BLOCKING, AND IN. WIDTH- 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO STORY STRUCTURES IN. 2X4 FLAMING 3/8" MIN. THICKNESS WOOD MIN. C 2x4 I� STRUCTURAL PANEL SHEATHING IN. 4200 LS TIL:—DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FLAMING) SEE SECTION R602.10.6.2 , TYPICAL PORTAL ev FRAME CONSTRUCTION -- FOR A PANEL SPLICE--\ (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID— HEIGHT. ONE ROW OF TYP. SHEATHING—TO— FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WIH 3— 16D SINKERS IN. 1000 LB ILI'__mTIE DOWN DEVICE ALTERNATE WALL PANEL DETAIL N.T.S. 10D NAILS AT 4"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHII NAILING PATTERN) SECOND FLOOR JO FRAMING BEHIND BVER-nCAL STUD III EHIIND NOT SHOW FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY ( NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION D21G&„ROOF SHEATHING N&UN PATTERN PATTERN r="O**N1 TYPICAL ROOF NAILINGPA17ERN N.T.S. s • . ' • ' t ' . ' r ` . ' • - • . • . 2 ROWS OF 10D NAILS --`'' r IOD NAILS AT 6" ` # ! t VERTICAL SPACING AT # -t (REF. DETAIL FOR • NALING PATTERN) • EXTERIOR EATHING 101) NAILS AT 4" HORIZONTAL SPACING AT EACH END OF • EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING • AS REQUIRED) 100 NAILS AT 6" • VERTICAL SPACING AT INTERIOR STUD (Tile) 1 " ' DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) 2.. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO THEHALFWAY UP THE OOF BUILDING A DISTANCE 3. a = LENGTH OF ZONE (5) LOCATED AT THE Cid ! OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: I. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: 1. 4% OF THE LEAST HORIZONTAL DIMENSION fl. OR; 3 FEET O WINDOW AND DOOR DESIGN PRESSURE. DP RATINGS N.T.S. EXTENT OF HEADER — QUBLE POKrAL FRAME (TWO BRACED WALL PANELS)-- EXTENT ANEi.S)--EXTENT OF HEADER BLE PORTAL FRAME (TWO BRACED WALL PANELS) ® m MIN. 3" x 11.26" NET HEADED ASTEN TOP PLATE TO HEADER Wlr TWO 00 Le ROWS OF 16D SINKER NAILS AT 3 Q.C. TYP. 1S t 000 LB S i'W OPPOSITE SHEATHING —FASTEN SHEATHING TQ HEADP WrrH SD COMMON QI x cI G&VANIZED BOX NAILS IN 3 GRID PATTERN AS SHf 3 Q.C. IN ALL FRAMING (STUDS, BLOCKING, AND IN. WIDTH- 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO STORY STRUCTURES IN. 2X4 FLAMING 3/8" MIN. THICKNESS WOOD MIN. C 2x4 I� STRUCTURAL PANEL SHEATHING IN. 4200 LS TIL:—DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FLAMING) SEE SECTION R602.10.6.2 , TYPICAL PORTAL ev FRAME CONSTRUCTION -- FOR A PANEL SPLICE--\ (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID— HEIGHT. ONE ROW OF TYP. SHEATHING—TO— FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WIH 3— 16D SINKERS IN. 1000 LB ILI'__mTIE DOWN DEVICE ALTERNATE WALL PANEL DETAIL N.T.S. 10D NAILS AT 4"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHII NAILING PATTERN) SECOND FLOOR JO FRAMING BEHIND BVER-nCAL STUD III EHIIND NOT SHOW FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY ( NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION D21G&„ROOF SHEATHING N&UN PATTERN PATTERN r="O**N1 TYPICAL ROOF NAILINGPA17ERN N.T.S. s • . ' • ' t ' . ' r ` . ' • - • . • . 2 ROWS OF 10D NAILS --`'' IOD NAILS AT 6" AT 4" HORIZONTAL VERTICAL SPACING AT SPACING AT TOP PLATE EDGE (TYP) (REF. DETAIL FOR • NALING PATTERN) • EXTERIOR EATHING 101) NAILS AT 4" HORIZONTAL SPACING AT EACH END OF • EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING • AS REQUIRED) 100 NAILS AT 6" • VERTICAL SPACING AT INTERIOR STUD (Tile) 1 " z 2 ROWS OF IOD NAILS r AT 4" HORIZONTAL " 1/2' SPACING AT BOTTOM • PLATE (REF. DETAIL FOR NAILING PATTERN) TYPICAL E%rrERIOR SHEATHING NAILING PATTERN N.T.S. 10D NAILS AT 6"o c. SPACING AT EDGE (TYP) 15'32" OSB. PLWD. SHEATHING SEE SHT. S-2. NAILS AT 6"o.c. "'ING AT INTERIOR RAFTER GO—BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED — YELL©W CHROMATED. li II �EILING JOIST (REF PIAN II FOR SIZE AND SPACING) i I I LI \'�OUBLE 2x MINIMUM FOR fl IL HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) II IL !I 11 ALLOW "PERMACAST" II STYLE COLUMN lo"I I I I it II ROOF FLAMING, NO'S SHOWN F013 SLABITY, ALL.... AI TE . mum DE AUS •HC, ED1'0 bEA__ .9R, BEAU � 'SIMPSQN H2.5A MIN UNL � NOD �7j"H R� WIS V0 GO– SOLT ALL --THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. -GO--BOLT COUPLER NUT AS REQUIRED A -----FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) -6" MIN EMBED REF. FOUNDATION PLAN FOR FOUNDATION TYPE DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) '—CEILING JOIST (REF FOR SIZE AND SPAI SIMPSON M12 MIN. -SS NOTED THERWIS +6X6 P.T. .Y.P. WOOD COLUM (OPTIONAL 6X8 P.T. S. P. WOOD FRAMING NOT SHOWN FOR IY. ALL. RAFTERS MUST BE HED TO HEADER OR BEAM SIMPSON H2 -5A MIN UNLESS ) OTHERWISE. (REF PLAN FOR SIZE SIMPSON ABU66 USE SIMPSON ABU88 W/ (2) " ANCHOR BOLT`S FOR 8X8 C UMN) "0 A301 THREADED R4 w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC -TIE ADHESIVE _4__ -.4 ---REF. FOUNDATION PLAN FOR FOUNDATION TYLE ZP QhL )U,UQQ' COLUMN HIOI_OMI ANCHOR TYPICAL COLUMN HOLDOWN ANCHOR OPTIONS N.T.S. I - COPYRIGHT (D 2009 „ORGI No 28372 x � aslss�imal. In 1.4 A'- cn cq iM e:t e • > co ra IM 00 M Q SHEET .10 11 CSE 13 z r' LL CC c,a ' U u� En � CF 'ani o''low, vt Ui . fiv z Ak �J cl, n SHEET .10 11 CSE 13