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HomeMy Public PortalAboutSIXTH AV_1313 2of2.pdfII JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 52 2.45 11111- M. C a 9 9f CMF N �2 00 00 E OH PL ----- 53.00' 3 /-27 CMF - CMF q -'C7 'i - � - - � - - �. - - P 2 g„ PAF` 12 PALM x.45 (OAR w 1 14 „p A 10'55L 2 4- 012 ? I w 2 0 12 „ A R Ccs 010 "p LS LM = � � 121 PALM oCD HACK ALM 6 CD° 6. CLUSTER o0 i 10 ►, ED A Rco IWX 6 1 c0 LOT 310 '6„pA o n X C6.25 co ILF 0 1 X 4 „PAL I I© LM e-- s-- 6.2 '4 PALM HAROLD E & PAULA B WILLIAMS 1012)"P LM -A PIN: 4--0011 -04-002 1,► a'1 SHERRI 0 8c JAMES A SIMMONS 12 PALM PIIS: 4--0011 -04--004 6. X1„PALM 06,12 06-12 0811 I PLM I w �1 01 w WwPALM 1 2„H C K X b i sCA I- O I ' 6 }PAL - I MPHaR O I M I 00 6. 6,3 Ca 1 PORCH z I 14„ I � 1PALM �' 1 20' BSL PORCHLJJ "A -1111-42.16 v 52.6' 072 „PALry M D1 I0 14"pALM PORCH 0 7 26 ,► LL~ 6MF 5 53.00' ------ S 22'00,00" ill CMF 6`� 6,55+ _....... _ _ ...__. _ ...._.__.......... �� ..- , .._. P ._ .� PDRGH rup 107.7b , 9 662'X6" CM ^21p ^ 6.6 7 1�4�6 x6 N 22 0000 E F8AL� ' L CMF --a- '� -- '�' 06.15 6 NILS 6. MA�N j l 5.50 0 5. 75 EDGE OF PAVEMENJ � i ..., MWI AVENUE /0 s.eo EmSTING SITE AND DEMOLITR 1z s SPECIAL AVERAGE GRADE NOTES 1. THE AVERAGE GRADE TO BE U5ED A5 A BASE ELEVATION TO 5ET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT, TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CL051NG5, D!TOUR5 AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE 15LAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE 15LAND RIGHT-OF-WAY. 4. CHLORINATED DISINFECTED WATER SHALL. NOT BE DISCHARGED INTO THE 5TORMWATER 5Y5TF-M. SPECIAL AE AND VE ZONE NOTES: 1. BUILDING5 IN "Al!" ZONES ARE TO HAVE THE FINISHED FLOORSET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL 5TRUCTURAL MEMBER SET A MINIMUM OF V ABOVE FLOOD. 3. BUILD NG5 IN AE AND VE: ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING. HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF V ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PIAN AREA WITH A MINIMUM ROUND OPENING OF 3". A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN VV ZONES. G. COORDINATE SITE WORK AND f iN15HED FLOOR e"ATIONS VM ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. SPECIAL, BUILDING SET BACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLANS 15 A55UMING THE M05T OUT5IDE PART OF THE BUILDING. Z. THE M05T OUTSIDE PART OF THE BUILDING INCLUDE5 ALL SIDING, SHUTTERS, GUTTERS, DOWN5POUT5, DOWN5PUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE 5URE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUT5IDE OF THE BUILDING 5ET BACK UNE 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 5YSTEM 15 UTILIZED AND FOR DOWN5POUT5, DOWNSPOUT BOOTS, FIREPLACE5, ELEVATOR 5HAIFT5, ROOF DECKS, 5TAIR5 AND AC COMPRE55OR5. I5. CON5ULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING 5ET BACK LINE REQUIREMENT5 IF A 5PREAD FOOTING 15 U5ED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PA OF THE BUILDING (INCLUDING SIDING, 5HUTTER5, GUTTER5, DOWN5fdUT5, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AE5TECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. GEORGIA D.O.T. NOTES: I .ANY AND ALL WORK WTHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. Project Information: P.I.N.: 4-0011-04-0M ADDRE55 : 1313 Sixth !Venue ZONING: R-2 51TE SIZE : 0.13 ACRi5 ESTIMATED DISTURBEDAREA : 0.07 ACRES BSL: FRONT = 20' 510E = 10' REAR = IO' OWNER.: Michael Browne DEVELOPER. Chatham Home Buddervs 2247 EagtVictory Drwe 5avamrah, Georgia 31404 DEVELOPER PHONE: 912-210-0186 LEGEND NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GA5, LIGHTING, El ECTR►CAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR. 15 Rf5PON51BL.E FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIE5 AND FOR AVOIDING CONFLICT WITH 5AMI=, ANY DAMAGE TO E X15TING UTILITIES SHALL BE REPAIRED AT THE EXPEN5E 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 TREES A5 NECE55ARY FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVE=D SPECIAL TREE REMOVAL NOTE ; I . PALMS REMOVED ARE TO BE RELOCATED ON SITE OR OFFERED TO THE CITY OF TYBEE ISLAND P. BUC WORK'S DEPARTMENT. 2. TR:EE5 TO BE REMOVED WITHIN TYBEE 15LAND RIGHT OF WAY5 MUST Be PERMITTED THROUGH THE PLANNING AND ZONING DEPARTMENT AND DEPARTMENT OF PUBLIC WORD PRIOR. TO REMOVAL.. FEMA MAP NOTES. I - THIS DEVELDIPMENT 15 WIITHIN MINIMAL ZONING AREA 0AE- 120 ACCORDING TO F. I.P-M. COMMUNITY PANEL. NUMBER. 1305 1 C 32G r. MAP R5R= SEPTEMBER ii: . ► 2. CONTRACTOR 15 TO VERIFY FEMA EL&AnONS FrJOR To ANY CONSTRUCnON ACTIVITIES. Survey InIlbimation : 5uruey : Halmley Some" Date of Survey : Febuary, 2014 Datum: NAV ID 1988 SCALE: 1' - I a 0 1(y 20' 251 SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN R.EA50NABALY BE E TWM TO HAVE KNOWN OF AN D15CREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, ME SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPEN5EE INCURRED BY HIM FOR WORK REQUIRED TO BE ESE -CONSTRUCTED BECAUSE OF SAID ERROR, D15CREPANCY OR CONFUCT. 9 In 1BUILDINGv I RIIESURFACE ASPHALT PAVEMENT OD C\1 ASPHALT PAVEMENT TYPE I V) ASPHALT PAVEMENT TYPE I I LLI tx CONCRETE E, W Cl J O CONCRETE SIDEWAIX A) 1- -SD- w a STORM DRAIN -23- -ss- SAINITARYR LINE D I1) Z S 2: ER UNE 0 0 SANIITARY SEXER MANHOLE G.V-. On VALVE M W V@ WATER VALVE W LD WATER MERR 0 ` FIRE HYDRANT z SIGN 40 FLARED END SECTION 0 .* SPOT rr • +i INVERT ELEVATION -X- CHAIN UNK EN D17CH INVERT PROPERTY I IPOF IRON PIN FOUND 1W IL83 ,- OF IP 14AS 70P ,. PAVEMENT F9 ILI FINISHED WADE Ts ILIO TOP OF STONE To1&10 TOP OF GUTTER TC i TOP OF F; T NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GA5, LIGHTING, El ECTR►CAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR. 15 Rf5PON51BL.E FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIE5 AND FOR AVOIDING CONFLICT WITH 5AMI=, ANY DAMAGE TO E X15TING UTILITIES SHALL BE REPAIRED AT THE EXPEN5E 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 TREES A5 NECE55ARY FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVE=D SPECIAL TREE REMOVAL NOTE ; I . PALMS REMOVED ARE TO BE RELOCATED ON SITE OR OFFERED TO THE CITY OF TYBEE ISLAND P. BUC WORK'S DEPARTMENT. 2. TR:EE5 TO BE REMOVED WITHIN TYBEE 15LAND RIGHT OF WAY5 MUST Be PERMITTED THROUGH THE PLANNING AND ZONING DEPARTMENT AND DEPARTMENT OF PUBLIC WORD PRIOR. TO REMOVAL.. FEMA MAP NOTES. I - THIS DEVELDIPMENT 15 WIITHIN MINIMAL ZONING AREA 0AE- 120 ACCORDING TO F. I.P-M. COMMUNITY PANEL. NUMBER. 1305 1 C 32G r. MAP R5R= SEPTEMBER ii: . ► 2. CONTRACTOR 15 TO VERIFY FEMA EL&AnONS FrJOR To ANY CONSTRUCnON ACTIVITIES. Survey InIlbimation : 5uruey : Halmley Some" Date of Survey : Febuary, 2014 Datum: NAV ID 1988 SCALE: 1' - I a 0 1(y 20' 251 SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN R.EA50NABALY BE E TWM TO HAVE KNOWN OF AN D15CREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, ME SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPEN5EE INCURRED BY HIM FOR WORK REQUIRED TO BE ESE -CONSTRUCTED BECAUSE OF SAID ERROR, D15CREPANCY OR CONFUCT. 9 In I I I C I W OD C\1 0. V) d LLI tx j� z W Cl J O Q >a �� ¢o w a zVoI: 0 i D I1) Z S 2: Q i LU, r x v -W i f W LD D 0 ` U z 0 Z + rr ii I I I C I W OD C\1 0. V) d I tx j� z W Cl J O Q >a �� ¢o w a zVoI: 0 i D I1) Z S 2: Q Q x v -W � W 0 in PRIOR TO DIGGING UTILITIES 1-8 "I-01" DRawnMG NUMBER I OF 6 £HEEm W OD C\1 0. 0 d O tx j� z W Cl J O >a �� ¢o w a zVoI: o D I1) Z S 2: Q x v -W � W z U z PRIOR TO DIGGING UTILITIES 1-8 "I-01" DRawnMG NUMBER I OF 6 £HEEm fG G.3 fG G.2 5WALEf IIA" 1 15 LF 5WALE AT 0.78% fG G.0 HAROLD E & PAULA B WILLIAMS PIN: 4-0011 -04-002 ROUTE SWALE AROUND TREES TO AVOID DAMAGE I- I F0 5.9 LLj III fG 5. Il I- FG 5.7 i ~ I PORCH � I Lti 2$ LLI52.6' 2 56 �-- PORCH ry I C D 0 LL, FG 5.5 6PPX6" V 10 7. 76' CMF N 22°00'00 E -- JIM DELANE L AUGHTRY PIN: 4-0011 --04--001 52 2.45 �, ow CMF N__2°00'00" E IF- 0HPI 53.00' 3 7.27 CMF CMF P k.F- FO G. 1 12 PALM 8 C DAR P w 14 "PA 10' BSL 2 X 10„p LS AL z 0 X 12' PAj ovERH G 0 0 6. R f 1 6I 00 PROPOSED SITE PLAN I" s 10' R1 0 & JAMES A SIMMONS IN: 4--0011 ---04-004 "CAMPHOR 0 0 0 S" • Rnu P �� ■ =- FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA 'AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER I3()5 IC 326 F, MAP REVISED SEPTEMBER 26, 2008 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA aEVAT10NS PRIOR TO ANY CONSTRUCTION ACnVITIES. GENERAL BUILDING INFORMATION NOTE5: I . PROP05ED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND FEMA ZONE REQUIREMENT5 A5 WELL AS TYBEE 15LAND REQUIREMENT5. I-001-.'- I l -r- I LEGEND ROOF PLAN ITEM EXISTING PROPOSED TOPO FG TRAFFIC AND RIGHT-OF-WAY NOTES: 12.3 I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO Be CONTOURS----------------12�--- COORDINATED WITH THE CITY OF rMCE ISLAND, GEORGIA DRAINAGE PERSONNEL. FLOW -r-- . - . -- ,,,r,.,.r. _ _... 2. ANY AND ALL NECE55ARY PERMITS MUST BE OBTAINED ARROWS FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. TOP OF PARKING TPS SLAB 12.30 SPECIAL AE AND VE ZONE NOTES: 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FIN15MED FLOORSET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. S. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE ZONE5 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 PERIMMIX. BOTTOM OF OPENING SHALL BE 12® OR LIME+ ABOVE ADJACENT GRADE, 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. &. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL. PLANS TO MAKE SURF= BUILDING ELEVATIONS ARE SIT AS PER CODE. _ Roo • � r _ r r we ~ � r �•. r r ��. r • � �. 0 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOU5 AREA5 WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CON5ULT TYBEE 15LAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENT5 OF GUTTERS, DOWN5POUT5 AND DOWNSPOUT BOOTS AND HOW BUILDING 5ET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWN5POUT SYSTEM PRIOR TO CON5TRUCTION. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EA5EMENT5 PRIOR TO FINAL. PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EA5EMENT5 TO BE PRIVATELY MAINTAINED. GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FOR5EEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EX1 5TING CONDITIONS WITHIN THE CITY OF TYBEE EX15TING DRAINAGE SYSTEM AND EASBygENTS, SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE U5ED A5 A BASE ELEVATION TO 5ET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. purvey : I-eynoim 5urveymg Date of Survey : December, 2013 Datum : NAVD 1988 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 MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL 51DING, 5HUTTER5, GUTTERS, DOWN5POUT5, DOWN5PUT BOOT5, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER, AND ARCHITECT TO MAKE SURF THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDE5 OUT51DE OF THE BUILDING SET 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 5E7 BACK LINE REQUIREMENTS IF A GUTTER, 5Y5TEM I5 UTILIZED AND FOR DOWN5POUT5, DOWN5POUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, 5TAIR5 AND AC COMPR.E550R5. 5. CON5ULT THE TYBEE PLANNING AND ZONING DEPARTMENT POR BUILDING 5ET BACK LINE REQUIREMENTS IF A 5PREAD FOOTING IS U5ED. 6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, 5HUTTER5, GUTTER5, DOWNSPOUTS, DOWNSPOUT 5OOT5, TRIM, WATER TABLE OR ANY AE5TECTIC WORK, ETC.) EXTENDS OVER THE BUILDING 5ET BACK LINE WITHOUT A VARIANCE. 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. . 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. R %AOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION, G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE X TREES, TO BE REMOVED. Special Pro-Comg=ffan Nate Contractor to Vfdfy all a letkig and proposed structure Hataofranar �'drr age, sanitary. efj tops and deaths Lam' to orderMg matakle or beginning cwWbvofton. 5PECIAL CONSTRUCTION NOTE: If THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPEC7MD TO HAVE KNOWN Of AN ERROR, D15CREPANCY OR CONFLICT IN THE PLANS, 5PECIFICATION5 OR CONSTRUCTION 5TAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK, REQUIRED TO BE RE-CON5TRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OK CONFLICT. SCALE: I" = I O' X) 10' 20' 25' 1 d Cl) � j I z z C 0 IL Wo © m 1 W cli ) a ch V w til m �Z W "_N> cc U [L 0 I EL z U W w ?= rr m b M (0 Z 0 <0 (n W ' N W z - 0 w of) 0 Z 0) rnr i� �J w O 1..1.1 I I Cl) � j I o z C 0 IL Wo © m 1 W cli ) a ch V w til m �Z W "_N> cc o [L wIx I EL z U W m co Cl) � j U1 z Q� IL Wo © m 1 W W 1= U) a ch V w til m �Z W "_N> cc [L wIx I EL z U it 10 DRAWING NUMBER C�2 2 OF 6 SHEETS JIM DELANE DAUGHTRY PIN: 4--0011 —04--001 )f }! �_ CMF N 22°00'00" E 53`00' CMF6.54 6.7 NS NS — NS NS —' 1 PALM6 - 46 (� DA W " I 0'55L 10 z :a AR I 0 LIMITS OF I „ 12 ALM co 0 DISTURBANCE . PALM 6 0 2 ). LM 0Dv z HACKCLU�R .6 �� Ds1 Io 6 I Q0 10 Ds 2 . I - C/711 DU Z o LOT 310 ''°PJ _ DS1 0 Ds2 SD 1 MI'�IS 0114 „- ~` •, I o 00, z 14 ),PA ALM ? 4 1' LM 1 LIMITS OF 6.2 PAL HAROLD E & PAULA B 4ODLSOARBANCE I )9 �2 "k7) M i PIN. 4-0011 --04—Opp i SHERRI 0 �c JAMES A SIMMONS NIN%Ai X2ItPALM PIN: —04---004 PALM SD 1 -NS DU 6.12 6 .y1 -2 DS 1g a!PCD V000, Ds2 ,� t ILM 0 i Du � i 1 I 1 W �P z z Ds ° ALM co ,.I Ds2 ry 0 f, r 0 12 CK 6 „CAMPH F-- o I© z 16 PALM z I OR 0 co 00 CO 6 16,3 ° O --- DU o z z I PORCH Ds 1 I 14 o „PAL W I Ds2 I 20' BBL 0 — — 52.6, © z zLIMITS OF 12 „PAL o DISTURBANCE M o : SD1-NSi 1 „ PORCH PALM ALM 0 6�f)\0 53.Q�' S 22��Q'OC" W I q'} VMI` r.. (� �` 3 ' 6 2 � . ° �— —�. L " 107.76 " N °00'00'! E o ALM 22 CMF ---► ` o z Z MA�N� REFERENCD8- 0 0 0 5`71 .SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I I,,= la EXISTING E DOSTING GRADE M VARIES VARIES 3 ON PLMS SWALE "A" DETAIL soots VARIES . 1.0' , _ VARIES OPE PLANSS WOWN SWALE "B" DETAIL WETLANDS NOTE. ALL WETLANDS ARE UNDER JURISDIC77ON OF THE CORPS OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. LEVEL II 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. SOIL EROSION LEGEND Erosion and Sediment Control Phasing Initial Phase (Phase 1) t. 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 11 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 andany otherpermanent devices. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCRIEPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION SrA ONG AND FAFLS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN717LED TO COMPENSA77ON FOR ANY WORK OR EXPENSE INCURRED BY hW FOR NORK REWIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICTT, 5CALE: I" — I a 2a 5' Z 0 C) Z air U) w C..) O w>v= U) W W z `o w zcm Q r m W 0 M SENSITIVE ►WE E3) TEMPORARY w: 5 CONSTRUCTION y, tom► �I ujo DWURBEDSTABILIZATION WITH SEEDING � = } _:,E, . I r . Z WITH E a SEEDINGDISTURM RFA STABILIZATION a WITH Somme z U STOW DRAINAGE w O INLU SED39W SEMMENT TRAP` GEOTEXTILE CHANNEL Nr,. t ION , -.Rr CONCRETE SPREADERLEVEL 1 RETRAW+ DUST CONTROL m Erosion and Sediment Control Phasing Initial Phase (Phase 1) t. 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 11 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 andany otherpermanent devices. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCRIEPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION SrA ONG AND FAFLS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN717LED TO COMPENSA77ON FOR ANY WORK OR EXPENSE INCURRED BY hW FOR NORK REWIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICTT, 5CALE: I" — I a 2a 5' Z 0 C) Z air U) w C..) O w>v= U) W W z `o w zcm Q r m W 0 M LLI Ir N (1) N r wm w: 5 -© oW �I ujo z X042 :e 3: © 07 Z W �mw a W z U R 1 w LLI Ir N (1) N r wm w: 5 -© oW >x ea� ujo z X042 :e 3: © 07 Z W �mw ✓ W z U A MINIMM OF A PRIOR TO DIGGING F�►cl � DRAW NG NUMBER Cmc' 3 OF 6 SHEETS JIM DELANE DAUGHTRY PIN: 4-0011 —04-001 �jCMF N 22000'00" E 53.00' CMF 6.7 J NS ----- NS NS - NS PALM6. DA w 10' BSL 46 3 pa 4,J _ 18�o z 2 == AR z # O LIMITS OF ALM 0 DISTURBANCE 0 PALM o — — DU r CDPALM o H 2 Ds � o Z 6 A CK CL � � TER V6.6 z � fav 0'= c0 DS2 7 EDAR R � " LOT 310 6 PA DS .z F O �1 O (t") DS2 SD I -NSCD 01 IoZ 14 PALM L t o LIMITS OF6 4 PAL HAROLD E &PAULA B BANCE — — 1 f PIN: 4-001 —04-002 P LM SHERRI O & JAMES A SIMM S 1 71 2 PALM I PIN: —04-004 DU PALM 6 SDI -NS �p L M 3 1 DU Ljj DS 1 LLJ Z PALM DS2 O 12 "H CK 16 „CAMPHOR ° Z X6J7 V)P O I ° _ ALM � ! o O 00 C-06. 6-3 PORCH DU � I � Z N Ds I � 4 ,J I I I PAL o t D�s2 �� 20 BSL 52.6' o z z LIMITS OF �---- `° „pAt 0DISTURBANCE M o : I SD I -NSt r ` pgLM Cn PORCH L.L._ cMF ,� X53.00' S 22°00'00" W °F __ LPA_ V 107.76 CIVIF N 22"00'0 E 4 ° 1ALM MA�f;;� N TIC SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I P„- Io, EASTING Qum M;j1*1 I VARIES �- ELEVATIONS SHOWN ON PLANS SWALE "A" DETAIL rm to OF*] VARIES .. 4 4 ELEVATIONS SHOWN ON PLANS ,..ALE AE "B" DETIL WETLANDS NOTE. ALL WETLANDS ARE UNDER R1URISDICTION OF THE CORPS OF ENGINEERS ANDIOR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE 70 THESE PROTECTED AREAS WI7MOUT PROPER PERMIT APPLICA71ONS AND APPROVAL. LEVEL !I CERTIFICATION M0. 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. NON seam M SMAM -%%W SWIM SOVANIT GRIVIIIIR w Wm :3:5°tt R Ro - , .. c 3 z �0Q04 DORt WITH `TEMPORw Sam= t s �> DWRMM PM 3MRSIMMION wrm 1080#01w Sam= w R DZ7JRIND AM SIMMIN SODDING U YY CHECK R, RR D` f. ounEr :...R 1R: Vd' INLET SEDIMENr 7W SBXMD Gamwou vowaxRON .R.h. 11 CONCRIM LVVIL M RET - W am COMMOL 0 R M SWAM 11090 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 leaWng the site. Intermediate Phase Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised Unlet protection and any other permanent det4ces. SPECIAL CONSTRUC71ON NOTE: F THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERRM DISCREPANCY OR COM•1ICT IN THE PLANS: SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS 71D REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN7171M TO COMPENSA77ON FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 16 M w Wm :3:5°tt R c 3 z �0Q04 t s �> M_ rW w 4 z U 0 � `acv= D� o OR w>u R-� 0 16 M w Wm :3:5°tt R c 3 :5 <0 m � �0Q04 t s �> M_ rW w z U 0 � `acv= D� o OR w>u R-� < 0 w 0 Zc)s W C1� 0 OD IY N 16 M w Wm :3:5°tt b' c 3 :5 <0 m � �0Q04 t s �> M_ rW z U 0 o OD IY N 16 M w Wm :3:5°tt 1::5 :5 <0 m � �0Q04 _Z +Q�z v§ �> M_ rW z U FRIAR TO DIGGING PROTECTION DRAWING NUMBER I C�3 3 of 6 SHEETS JIM DELANE DAUGHTRY •• • 0• 1, cM FN 22°00'00" E 53.00' CMS �. _-;7a�.__n -U... I- - --%A w+i 1TL NS - NS NS --- NS � PALM 06.46 �'� DA l o Z"PA ! 0' B5L 44 v012 21 ALM „p � � 721 CIL M qLM o CO �A�KCLUSTER6.6 i DSS I � �s Oz to Z - o LOT 310 J Cn SD 1 -NS � I In 04% .I vZ 0 z 0 LIMITS OF�- 6 2 0 HAROLD E & PAULA BI� _BANCE 2„p LM PIN: 4-0011 —04-0 2 • I 06.12 I P LM Ds2 o W r2 „P LM W a ry 00 12„HCK o V) 0I� 0 0 0 Q0 �' 0 0 I PORCH I W 1 1 20' I31!!!!1111. W52. f' Ds2 � 7-- Z V�-- `� 0 12 C4 „SAL : 0 LL� CMF_ F X6 t, 107.76 p CN 22000'00”2E MA�N� ALM Ob ii ii ii. E 5.50 REFERENC '�`-6 TH DB. 359—H, 18 / � 75 //05 ” AVENUE' � w 1 0 LIMITS OF i 0 DISTURBANCE 0 0 0 00 cD I � DS2 1 s � SHERRI 0 & JAMES A SIMMONS � PIN: 04-004 0 SD 1-IVS P0 J zX5`71 .8s EROSION AND SEDIMENT CONTROL PLAN - PHASE II LIMITS OF DISTURBANCE PORCH WETLANDS NOTIE. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND,,IO+? STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES LOT 014WERS AND THE DEVELOPER ARE SUBJECT TD PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL LEVEL !I CERTIFICATION N0. 2104 ISSUED 17-5-05 EXPIRES 79-5-14 BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. SOIL ,EROSION LEGEND NON SENWIWE TYPESEDIMENr BARRIER'$�'� -NS SENSITIVE TPE T' Sd1—S TEMPORARY HAY BIALES qt -Hb CONSTRUCTION EXIT _w� W -o°o MULCHING i DISTURBED AREA STAINIM71ION WITH TEMP01?A1i;Y ANG e� WDIITHSTUPMRBED� SEEDING { DWITH ANAREA G STABILIZATION ps4 CHECK DAM d—S STORM DRMWGE OUTLET PROTEOTIOM INLET SED1MENT TRWSd SEDIMENT TRAP GEOTEX1uECHANNEL GO STAILUNIMON Gh ROCK ROL-W CONCRETE eta• SPREEAIDER CD RETROFIT' CD DusT ccala�, pu FLOATING Sk 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 Phasing Initial Phase (Phase 0 1. This phase shall include Sint fencing and construction exits and sediment and detention ponds to be installed prior to land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase iil) 1. This phase shall include outfall protection, any revised Inlet protection and any other permanent devices. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLAN4 SPECIFICATIONS OR CONSTRUC77ON STAKING AND FAILS TD REPORT THE PROBLEM PRIOR TO COJNS7R UCTION. HE SFIALL NOT BE EN7171M TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-COINSTRUC70 BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: I"- I CY I CY 25' z C 3 lam z W� { C _w� W -o°o � i m e� tr { 0 = z U i Nt � wI_ 0 © z Ui Uj own ­a (Dz �,ff 0 C 3 lam z W� { C _w� W -o°o � i m e� tr { w- W = z U i Nt � wI_ 0 © z Ui Uj own ­a (Dz �,ff T �- $ w m Z_ < w 0 M 1 { i C 3 lam W:5 W� { C _w� W -o°o � i m e� tr { w- W = z U i CD j lam W:5 W� .Q QQ �m� _w� W -o°o oQ)z _ Wmg e� tr w- W = z U A HINIMN OF Te PRIOR TO DIGGING tmM QRAWIPIG NUMBER 4 OF 6 SHEETS JIM DELANE DAUGHTRY PIN: 4-0011 —04-001 52 3 2.x.5 •27 x 6.5 CMF N 4Z_4'_ 00" E 53.00' CMF 1,'7P � �-�-�--- Ns --- Ns--�---- tvs--�-�r"�, DA P F 6.4 w " 10' B5L 2 6 PA 4" ........ 2 0 1 „ �t R N 0 LIMITS OF NLS ALMDISTURBANCE 1 ,ALM - o o Z ---- pgLUROoF OVERH G Q H.6 z ap Ds4 i 6. R ( I cQ 001 a� 6 6.25 l l CLI` z I z l LIMITS OF HAROLD E & PAULA B PDC MWBANCE 2„6.p l v PIN: 4-0011 --04-002 ( z I SHERRI 0 & JAMES A SIMMONS l l plNl• -1 _QA—t1 r1t 6"X619 CMF _CMF _M _ 107.76' N 22°00'00" E Ds4. ------ ► MA�N� l l6 CAMPHOR I O (0) L LIMITS OF DISTURBANCE .26 ., 6 .55 3_3 _P PDRGH— SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III I”- IC, WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT 70 PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. LEVEL II CERTIFICATION N0. 2104 ISSUED 11-5-05 EXPIRES 79-5-14 BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCUREQ. _('t)T r_ JP Df) Q rf) hr r rtv s arn 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 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 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase Ill) 1. This phase shalt include outfall protection, any r@Wwd Inlet protection and any other permanent devices. SPECIAL CCNVSTRUC77ON 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 Til REPORT THE PROBLEM PRIOR TO CONSTRUCTM. HE SHALL NOT BE EN71XED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY H#j FIDR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERR(A OWEPANCY OR CONFLICT. SCALE: 11" - I a 0 5' Z a TUPOftW .l- M• i,, j Ii i0! ��`� MULCHM DISTUMED AM WrAWAA11ION FD -9-31 -=�i ; , , . WITH .., E,, INLET -ED + SEDIMW i CHANNELGEOTEXTU -,_,N VEINVION ROCIC ., _� .. CONCRETE LMML SIPREA0911 LV REFROM .- CONTROL FLOAMING SURFACE 4KI 1 M 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 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 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase Ill) 1. This phase shalt include outfall protection, any r@Wwd Inlet protection and any other permanent devices. SPECIAL CCNVSTRUC77ON 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 Til REPORT THE PROBLEM PRIOR TO CONSTRUCTM. HE SHALL NOT BE EN71XED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY H#j FIDR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERR(A OWEPANCY OR CONFLICT. SCALE: 11" - I a 0 5' Z a 1 1 J 1 � 1 Z W ■ 10 O � i i■ 1 1 J 1 � 1 Z W 10 O � W OD Cq � N wm w c 0 In 9000 O N13 Z W m� d Ix ;; se I rw z PU W a z a 0 U d U) z z 0 w U) gR 03 L9— DRAWING NUMBER C-5 5 OF 6 SHEETS I . NARRATIVE: T EXISTING 51TE 15 VACANT WTTH SCATTERED TREES AND THE GROUND 15 GENERALLY FLAT WITH SLOPES BtCEN 0 PERCENT AND 2 PERCENT. THE PROP056 PROJECT WILL BE THE CONSTRUCTION OF A NEW RE5IDENTLOTRUCTURE AND WILL HAVE GRADING AND UTILITIE5. THE TOTAL SITE 15 APPROXIMATELY 0. 13 ACRES WITH TI-OEW PROJECT BEING APPROXIMATELY 01.07 ACRES DI5TUR5ED. 2. DEVELOPS CONTRACTOR : MICHAEL KONCUL CHATHAM HOME BUILDERS 2247 EAST VICTORY DRIVE 5AVANNAH, GEORGIA 31404 3. 24 HOUCONTACT : MICHAEL KONCUL 912-210-0186 4. ALL ER51ON AND SEDIMENT CONTROL MEA5URE5 SHALL BE IN CONFORMANCE WITH THE CURREN-NATE 501L AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR ER05ION CONTRC IN GEORGIA. 5. pRIC• TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXIT5 SHALL BE CON51WGTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRAICE5 TO THE 511E WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6, u4EDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER ER0_c0N CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE IN5TILLED PRIOR TO ANY OTHER CONSTRUCTION. 7. A)DITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND D15TURBANCE OCCURS. THE LOCATION OF 50ME OF THE EROSION CONTROL DEUCES MAY HAVE TO Be ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROP05ED DRAINAGE PATTERNS. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO ACCOMPLISH ERO510N CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS 5TAGE5 DURING ANY PHA5E OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SMALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF ER05ION CONTROL DEVICES SHALL BE ADJUSTED A5 CON5TRUCTION PROGRES5E5 IN ORDER TO MAINTAIN A FUNCTIONING ER0510N CONTROL 5YSTEM. 9. THE FAILURE OF ANY ER05ION CONTROL DEVICE TO FUNCTION A5 INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1 10. F-RO51ON CONTROL DEVICES SHALL BE IN5PECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIOD5 OF CONTINUOUS RAINFALLS. 1 1. ER05ION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT, 12. ER05ION CONTROL DEVICES SHALL BE REPAIRED AS NECE55ARY TO MAINTAIN A FUNCTIONING ER05ION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER 15 ESTABLISHED AND THEN REMOVED 50 THAT DRAINAGE FROM THE 511E 15 NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED A5 SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HA5 BEEN ESTABLISHED. 15. ANY 015TURBFD AREA LEFT EXPOSED FOR A PERIOD GREATEN THAN 14 DAYS 5HALL BE STABILIZED WITH TEMPORARY SEEDING. I G. ANY DISTURBED ARF -A5 WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SMALL BE SEEDED A5 SPECIFIED IN "PERMANENT SEEDING". 17, VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVER5. WEEKLY INSPECTION OF THE GRA55 COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLI5HMENT OF GRASS. LIME RATE: I TO 2 TONS PER ACRE FERTILIZER: 1500 POUND5 OF G-12-12 PER ACRE I-ismilr� MULCH 5HALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SMALL BE RELATIVELY FREE FROM All KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS: CANADA THISTLE, JOHN50NGRA55 AND QUACKGRA55. 5PREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE L055 BY WIND OR WATER. THI5 MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. 501L TYPE: THE SOILS IN THI5 AREA HAVE BEEN CLA551FIED BY THE 501L CONSERVATION SERVICE AS BEING Cuc (Chipley-Urban Comple4. 20. THI5 DEVELOPMENT 15 WITHIN MINIMAL ZONING AREA "AE -12" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C32GF, MAP REVISED SEPTEMBER 26, 2008. 21. TH15 51TE 15 IN ZONE "AE- 12" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE. SPECIAL NOTES. 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR M OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF 'THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE SON CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. C CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. & THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT TYBEE ISLAND DRAINAGE SYSTEM, SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 6. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TIO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. C LEAR I NG NQTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACMVI11ES AND FOR AVOIDING ALL CONFLICT'S WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBUC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL 8E PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WMT'HIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS. BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SMALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE.. ... .. .. .. . ... . . . . . .. . . . . . .. . .. . . . .. . . . .. ... . . . .. .'A E-12" TOTAL ACREAGE .............................. 0.13 ACRES ESTIMATED DISTURBED ACREAGE... 0.07 ACRES S.C.S. SOIL. SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS NGF L El RATE MONTH LOAN PLANTING PERMANENT GRASS RATE JANUARY- ANNUAL 11 min. MARC10 SOD OR 10 / Ac MARCH LESPEDEZA Lbs./Ac JUNE 1111 Y., W LLI WIxW ones Ivan COMMON BERMUDA 2=11 IIII IN CENTIPEDE SOD OR IIII, JUNE �iscas���nn 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) other mettiod pmvitled mMftum fir, as APML- BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON OBRRMUOA (HULLED) 1111011111nnne-o AUGUSCENTIPEDE i b • SOD 10 Lbs,/Ac SEPTEMBER- RYEGRASS 40 Lbs./Ac �mmnunnnnm::r COMMON BEORMUDA (UNHULLED) 10 Lbs./Ac FEBRUARY 01 FEBRUARY CENi7PEDE SOD 1/2 Bu.1Ac �IIIIIC@FilE=3:�:ri�.1111 �nmm�nnunn�: SITE DATA ZONE.. ... .. .. .. . ... . . . . . .. . . . . . .. . .. . . . .. . . . .. ... . . . .. .'A E-12" TOTAL ACREAGE .............................. 0.13 ACRES ESTIMATED DISTURBED ACREAGE... 0.07 ACRES S.C.S. SOIL. SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS NGF TEMPORARY GRASS RATE MONTH LOAN PLANTING PERMANENT GRASS RATE JANUARY- ANNUAL 11 min. MARC10 SOD OR 10 / Ac MARCH LESPEDEZA Lbs./Ac JUNE COMMON COMMON BERMU (HULLED)E Y., W LLI WIxW MARCH- COMMON BERMUDA 1.31b./fL min MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) other mettiod pmvitled mMftum fir, as APML- BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON OBRRMUOA (HULLED) 10 Lbs./Ac AUGUSCENTIPEDE i b • SOD 10 Lbs,/Ac SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER COMMON BEORMUDA (UNHULLED) 10 Lbs./Ac FEBRUARY 01 FEBRUARY CENi7PEDE SOD 1/2 Bu.1Ac GEGR>rlCIILUNDERLINER N.S.A.R-2 (Ur -&S-) COARSE AGMWE TEMPORARY CONSTRUCTION EXIT N.T.S. LEVEL II CERTIFICATION NO. 2904 ISSUED 11-5-05 EXPIRES 11-5->4 30A 18" I Im: 1. USE STEEL OR WOOD POSTS ORAS SPECIFIED BY THE EROSION, SEMENTA-RON, ANT POLLUTION CONTROL PLAN. 2. HEMT {-} IS To 6£ SHOWN ON THE EROSION, SEO1MENTATI(N, AND POLLUYl�I t"+Caf+ iT d PLAN, Figure 6-27.1 SILT FENCE - TYPE NON -SENSITIVE -K9,- SIDE VIEW 30" MIN. 1$" MIN. L B FLOW FRONT VIEW --,--�- s' MAX. O.C. ------� Table 5-27.2 Post Size Type Min Type of .Size of Posh Lep LeMth Post 11 min. 3w 11.,2" Softwood T'dia 4r 2x4 NS 4' Oak 1:5" x1.5„ Y., W LLI WIxW steel 1.31b./fL min Z A „ Steel 1-31b./ft min $ 4 mina. Oak 2"x21 A u Table Ei.$7;3_ ft -wood Ppsfs Lep stool P+QSt Wire Staples- 11 min. 3w 11.,2" 5 min.. p�� M LLI Y., W LLI WIxW ZZ9 Z Nails 14 min. -I 1° 4 mina. Note: Filter FOft,maya to suadw to the post by . duos. artl paclaft or other mettiod pmvitled mMftum fir, as required by GSi C,knvaL .FASTENERS FOR SILT FENCES OVERLAP AT FABRIC ENDS FAERC LL POST IEE FABRIC Btd"INO OF o� FABRIC. FENCE TOP VEIW. - NOT TO SCALE WOOO PO&T WITH I o Fri "IN STAPLE R;ACEMENT o NAx-PaAC£k(tYtP o 1 0 FRONT NEWS - NOT TO SCREE NOT$: 1. THE FABRIC -AND ORE SHOULD BE SECURELY FASTENED TO PKM M ANL! FABRNC-M MUST BE OVERLAPPED A MINIMUM OF 18" OR WRAPPED TOGEIM AF4U*I) A :SF 10 PRONDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET. Figure 6-27.5 lu CD ,may LG. m y W - ©50 <>x0 p�� M LLI Y., W LLI WIxW _ U) Z • du- a < W 3: 0 i W `Z 1..1 Z i i b • LD .• (1) 5 0) w 01 LLJy I� ■r t t CD ,may LG. m y W - ©50 <>x0 p�� M Y., W LLI WIxW _ U) Z GW1 du- a < W 3: 0 W `Z 1..1 Z u 0 3 CD ,may LG. m y W - ©50 <>x0 p�� M Y., W LLI WIxW _ U) Z GW1 du- T Z < W 3: 0 W Z Z u PRIOR TO DIGGING �\ L�rat I DRAWING NUMBER C�6 6 OF 6 SHEETS ,"An AoWov*d Set of dens MUNat filiftaln,an job Site at All TIM" REVIEW FOR CODE COMPLIANCE Every effort has been made to Identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Reviewed By 04 ate- * ALL C0N$rftCj70jV must comply With tht ICC 600..zeM and the IRC I and 2 �Famjjy Dwelling Code.Zwe.7, edition 4knd Steje of Georgia amendments, f I Q11 1-1 Sheet 1 SITE PLAII**T EGRESSR-EuQUIREMENT A minimum of h,,,o (2) rneans'of elfess shall be Prov*-: sd and shall be arroolged to minimize ti -t: p,.)ssibility that -,ottj might be rend.-�,ed impassivle by the W'ne smargem-'v condition. sovood *4wco Sheet 2 FOUNDATION PLAN & DETAILS Sheet 3 FLOOR P1..dANS (ALL LEVELS) Sheet 4 Sheet 5 ELEVATIC*NS ELECTRICAL PLANS Sheet 6 SECTION "C" DOOR & WIl' DOW SCIfEDULE ELECTRICAL SYMBOLS All Insulations must Comply With The Georgia Stlttilll Ener ly Code Edition and State of Georgia Amendments All Plumbing Installations must comply with The International Plumbing Code4Z0L7e- Edition and State of Georgia Amendments U rN SPECIAL FOOD HAZARD ZONES A & AE ZONES Finished float elevation one foot minimum above EFE. No interior finishes. Waft designed to allow entry and exit of water. No mechanical, electrical, or plumbing allowed. Only parking, limited storage and building access allowed. WU m" ROW tLIVATtON 1446114 vro*lic vents roquIrld tt ft'lly, MIR 114411111 in i LaMond Woo *,,,,w food 81"(00n. i twin 1110 91 YOM ra"'Itill't"I f'jT t-I.h I 3"V -t Mt V floor trete 1t _n i hil of thi Ifth Wit tub Bottom alf vent 10*�)' W�� ij P";� A '41 Ip *a to p4 mit walor to flow, U CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT APPRO OAT Z0114ING Tt- WATEI- CRAINAN $OIL& SED17MNT CLOTH IN PLAMC-E A RESIDENCE FOR: MR.& MRS. MICHAEL BRO"'WNE LOT 3109 WARD FOUR TYBEE ISLAND, GEORGIA 1414 <TH AVENUE A r06+1fl.-2f,& of I UEFLU VV Q "Ut UC MUM UY We 169y OT Tybee Island until after a final building inspection and a FEMA inspection have been passed, the draft" and water/sewer installations at the site have been approved, 21111Y required tree mitigation has been accomplished. Printed Naaimkic--4-44 Date 5-156 r- 0 U i%' iDAT 1VEtY ,,ertification letter and survey reiuired after found'ation is in place. Sec. 8-160(2) ELEVK-iION CERTIFICATE Elevation Certificate required Flood t-'#Wd 20m A. &-E AG a ko fftt#Fi4f NWM, %W118desknott to iftw sility ad QKft Of ',jstar, no Mchop N #qa onj '*'k60*4raga i!A 1wild1tj &;r,�qjg t�jjcvj E,, FC CITY OF TYEEE ISLAND BUILDING & ZONING DEPARTMENT Every effort has been made to Identify code violations, however, no oversight by the reviewer sh,-Il be construed as authority to vl6late,'cancel, alter, or set aside any applicable codes or ordinances including those related to erosion and sediment control, building setbacks, height limit, parking requirements, green space, and drivek,.?Pvs. Th� review and permit should not be construed as a warm ri-, or q, iran'tee INITIAL The con&octor OW wairrw I ft 0&rarvRo" quft w0kn4rift, and the wifta,faill On " Mad Poied (including soft cub) for a PO"Cid Of two years after final acceptiiirft by LisleCity Of TYbee Island. Under the r*W warranty ordinance, the City may require letters of credit or bonds In r to secure the obligation.A `Sepc"v- L An 46110M most bo d pameable ralel Tybee Land DeVelOPM811COft A driveway opening WON connects a residential lot;Nt - -public street shall not b8 greater than twell"" M feet in width. -- 4 C SETBACKS nEounirzon FRONT 10 REAR 10 SIDES 14-ID5t'11 51TE Co T 1A A y 1,�H u r -- A, xer- j tA C/ e F-0 4 MP%.1 Mfk5. 601"s ygr:, mpmavw M MUMN By WMI REWSM k -OT ':1010 Wk KID V-0 LA R 150t co -flit A-4 P-- tk U a %,5 L. A %-k V, INDEX Sheet 1 SITE PLAN Sheet 2 FOUNDATION PLAN & DETAILS She i t 3 FLOOR PLANS (ALL LEVELS) Sheet 4 ELEVATIONS Sheet 5 ELECTRICAL PLANS She't 6 SECTION "C" DOOR & WINDOW SCHEDULE ELECTRICAL SYMBOLS i it A RESIDENCE FOR: MR.& MRS* MICHAEL BROWNE LOT 310, WARD FOUR. TYBEE ISLAND, GEORGIA IR5 6TH 'AVENUE 00 4g 1. 0 0 p i A u 1A A e. L :APPROV90 BY: MA %,.oT "510. WARD T-OLAR JIMS Cal-" A V r-- v% kx e p '0 0 sp s0 �t1h, �. a R •k tD�.u► All insula comply W Stato Eno ROOPAND PER INSrALLAWNS IRC Sec. 8905 and ICC 600 Sec. 544 All roof materials, underlayment, and fasteners shall be tasted, aw v',=d, and instcals d per requirements for Cu=ss subie t to high t61d r.c.. te•tGy t.+� s bt 120 mph). Uinderlayment r nest be 30# felt o approved equal, Ad,ip edge, shall be provided, at ewes andrg',Iies of shingle roofs-,. t �n/ � �." �,,��, G3 R�,,.• �-1� i to 4 P oR OUTHIC SAB ON GRADE =E C f TYBEE 0RDIN4N E (Minimum footing to be 20 inches wide by 24 inches thick; with minimum 2 #5 rebar. Bottom of footing to be minimum of 24 inches below grade. 511-•n.P50K yku,tlk. d4wt' r Zgi j 4, 'Z.Y.& o m4 v @ Ear~ -r. . e r v �• ty.S t-Ae4aG.tA 4;/v 1''i' W0 -V �drrF tT -A" A t. u tyA (9A t tt1-f_V) #.yx•t'. 0a•ttjP e (Q, t ` 11 t'dr+tdi\..ta. "i' t C7 M 2.94 V'oTr2PM 1Pt_A►'�. 4-661C 'MAP �suRp��f1.•aae+�.teat�t� � ri�rtl ,2 "2Y4 Toe VL.AtTiL k''J�'1'L-u ia. 5 • t'1, '`r7E�•F.,icil�t. }APP�•`t t.}cittz. »9'C74�,�„�, t�EzPrP �T9. ?6K mon a~ j" (%J e A 4>9 'N "F .4 p, �2•x4 `rires-c-cct*t Cit.+ 4t �. tea--�e. @ � �� �•¢� . � � ►-- j Cnito X Ea/eco ��4tY fx �- 2 4i4,*(�•t�� �% r oa 4 �j0j 4 G tx•1 G.. • �oKO i.. L'C'lk't C- pau r� 2��� K��aaR. (,�cw.rtrr•j ANCHOR BOLTS R403.16 h ICC 600 Sec, 305,23 8t 305.32 Bolts shall be 10 inch long, 518 inch in diameter with a 3x3 inch washer that is 1/8 inch thick and required nut Located within inches of comers and plate breaks. Bolts to be located 18 inches on center for monolithic slabs 148 inches on center for sternwalis. WA It- l01�j � � - T k0'-�`` 0C,A L It=- 11/4 Q WOOD FRAME FLOOR SYSTEMS ICC 600 Section 204.3.6 Protide fulWOP blotddng, Pwwdlcular to floor framing members, in dte flmt two framing spew at es end of floor syftm. Spaced 4 fW on tinter mmdmum. '3` - c7 hare• �� PER JQITY OF TYBEE ORDINiNCE Minimum footing to be 36 inches by 36 inches by 36 inches deep. Minimum 3 05 rebar each way. Bottom of footing to be minimum of 36 intra below grade, UeT PDQ► RIA- -L AW tNAs44 I tz x k .t,. �.Ai.. VJ '�, iar�a tr"� t G,C,tc�.•t'�" l�►`ivy &lA' ty L4/40 t�.tti`trw >-0-5 (kF,aAf% - tA<c-4 WAY E0RG '_.1 .4 °. rill r• �!► N 39 Alai �� Y �w ti�►J�� SCAM VA X 4t+.5 PROVED BY: OFSA 14 BY Pt- iiMr+ttj\{a,..t'.,'2.g1Lk RRLVRSP-R7w �'�°'r'� t. o'C ra C�, . ' � t c� t �Y � C� � � �•,�R.� fie.DAAW1140 NUMBER S A AE Z NE3ZO" r Finished floor elevation one foot minimum above BFE. No interior finishes. wails designed to allow entry and exit of water. No mechanical, electrical, or plumbing allowed. Only Parking limited storage and building access allowed. 7 SPACE BELeyO Hydrojf3gc IN FWOJ-�VATION (AE -Zofta •'iivc�lutl9d. yj:1crPr#,3urj flood eleya 110,1, Von, itqu;i�vjj jn? 1 Clulto Inch of 010h L- 0 ",' ei floo? area ha 314 no UrZ NOW Vidus to - 0 Vax Mw r r El X ',%v I tA Ch WtA 1ECC-402 .3 FIREPLACES New wood b ming fireplaces shall have •00 outdoor combustfi6Q r. IRC TABLE 302.8 DWELLING GARAGE SEPARATION Garages (parking areas) beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8 inch Type X Gypsum board or equivalent. r E6 - EDii 06 '%pw�66* -nf.45- goo 0 a ?A ft I tA cow f 0 - El -3 40 TT7— C4 0q >P 9- A 4A4 '-4 4 A 7�0 r 4^41. Coo V2: Col.$, om-aw '64-00-rs 4-%Vr. PAOtA VV4M" V4 E)ffEMR SHEAR WALLS lCC 600 Section -205.5,4 Windows and do6rs shall not be installed within 24 inches of building comers. If -44-- P Cal r 00?\ , 9t 2 *3 FIREPLACES wood mIng fireplaces us� . 71 01 71 Y40� 0 00 r io IRC Sec. 311.7, IBC Sec. 1012 HANDRAILS REYRV- 34" to 38" in heig continu, uninterrupted grip.[ IRC 312, IRC 101, GUARDS REQUIRED Porches, balconies, decks, ram, more than 30" abo e floor or grz RESIDENTIAL-minimurn heig COMMERCIAL-minimurn hell Larciest ooenina oermitexKs-it- U% ce Wlog) AU -e �bk S -P PJE--- 4- 1E L-Oofk eLA LA (P f, E= I A to C- V-- -MK.JKK5. tjJ61AAf-.L E5K0W%rE:' GOP&GS Yle APPROV00 BY: vfmwiv By V-1., VXV1890 S- t 4- f-,. S td y \VA - KP 0"WING NUMBER rt= NOT TO EXCEW �;.. A 1 is r -T. ViEi()HT UMIT 7- 2iif 20 (Z 312.2. I F_- ta_Dff::5i Mz 7, 0 or vet -Z IRC SECT. 310 ALL EMERGENCY ESCAPE AND PESCUE OPENING$ 7_4? ADvo III P 0 - �L� EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAn OPENING OF NA SQ. FT. EXCEPT GRADE FLOOR OPENINGS $HALL VE A MINIMUM NET CLEAR OPENING OF 5 60, FT, .... . ..... ------- ----- J J I :L T_ ----- ----- ------- . ......... ...... ....... AA 6 (3Z D 0 0 R,31 ICC 6'00,",f,c- 0'1"'N Ev'd 6,62, . . ....... . .. 02 (1 6 02 2 6 02, �-3 ........... .. oors, gdoss d d ors n y 0 to comply .. ... ......... ...... .... - . .... ........ . ......... vvfth bol�-, Pos�V,�x,, d nega,',;ve 7: 7 .......... IRC Sec. 311.7, IBC Sec. 1012 H REQUIRED --- ANDRAILS --C'01061 34" to 38" in height with continuous, ...... ...... .. . ------- uninterrupted grip. ------- ---------- .. ..... .. IRC 31Z ISC 1013 ........ .. .. . GUARDS REQUIRE:D .......... +e' Porches, baiconies, decks, ramps,, e 4r more than 30" above floor or gra 7 E): •RESIDENTIAL -minimum heigM 36 C OMMERCIAL-minimum heig! .. ....... KN_ is 4". Largest opening permitted mass= -c00% cc) it G 2+1� P AS 34� dans A fkV--S t 9 e%Acfa r0R. 3M AT tft1CA-;A&jL ftmAs V4: APPROWD Byt DRAWN ev Pt. DAMP SPECIAL FOOD HAZAjqD ZONES A & AE ZONES Finished floor elevation one foot minimum ' above EFE. No interior finishes. Wag designed to allow entry and exit of water. NO mechanical, electrical, or Plumbing allowed- ()nly Parking, limited Storage and building access allowed. M> m ACTe i i, ALL 15Wt*r1tA-C,!o � atlwv—q* @ 1-01t. t-mvmw- E�jk # A.Pft 2, W6"'T k"eft Q 11Wt, VANdki- Tb1( mcqkpQ 064.1. j 0 kAg7, tS4*L-. All Eleagirical 00MAJ tvhh ThoH�AU;med 9144tria coft—la, gantlail and Mets of Gearghl an ants -f2&A ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: NEC 210.12 _2_s _j) Dwelling Units. All 120 -volt, single phase, 15- and 20 -ampere- branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed arc -fault circuit' interrupter, combination type, installedto provide protection of the branch circuit. SERVICE EOUIPMENT—DISCONNECTING MEANS NECK230-10 Means shall be provided to disconnect all conductors in a building or other structure from the service -entrance conductors. .d01RNft@%— A OW E=M my VN_ Ravialso A --VT tAR, SlkO, WARP tA M Dn""T MOM '.d ALL CONSTRUC770M must comply with the ICC 600 _.Z 00F5 anti tha IPP i anA -i e..,, n.. 65 sq CIT 10" It> CA L_ e Sol 0 DOOR SCHEDULE SYMB. SIZE TYPE MATERIAL REMARKS 1. 3 -o"' 618" X 1-A/466 Dble Exterior Unit Steel Clad Head & Foot Bolt, Bore for D/B X 2. 21-8" X 6�-859 X 1-3/4" Ditto Ditto Bore for D/B 3. 2'-8" X 61-81' X 1-3/4" Do Fall Glass Do 4. 21-8" X 65-8" X 1-3/8" Interior Unit Molded Core 6 Panel 5. 2"-611 X 6'-8" X 1-3/819 Do Do Do Do Do DO 6. 2-4" X 6'-8" X 1-3/8" 7. 2'-0" X 6'-819 X 1-3/891 Do DO Do 8. 1'6" X 6'-85 X 1-3/899 Do Do DO 9. 2'-0" X 6'-8" X 1-318" Pocket Sliding DO Do 10. 6'-0" X 6'8", Glass Sliding Vin, yl & Glass No Insect Screen WINDOW SCHEDULE SYMB. SIZE TYPE MATERIAL REMARKS A 3)-099 X 69-0" Double Hung Vinyl Insect Screen B 2')-6" X 69-0" Ditto Ditto Ditto 2A C -899 X 69-0" Do DO Do no lie 5 -0— -1110A ' -o"59=011 Twin Do DO Do X Casement Do Do E 3')-050 X 30-019 F Y-011 X 6'-011(2 Panel) Do Do Do 29-011 X 4'-0"(2 Panel) Do Do Do 31-011 X 3'-0" Twin Single Hung DO DO I D). I" Z44-10 PRESKITIVI, "AU -101,111 CFAING NXTURE WALL F RECESSED FIXTURE _0= 11OV DUPLEX RECEPTACLE 11OV RECEPTACLE -WEATHERPROOF 220V OUTLET 11OV FLOOR RECEPTACLE 4— SWITCH SWITCH -3 WAY TELEPHONE -OUTLET COARUTOR MODEM 4 - Tv CABLE TV OUTLET SMOKE DETECTOR FLOURESCENT FIXTURE ELECTRICAL CONTRACTOR TO WIRE WATER HEATER IN ATTIC SPACE. ELECTRICAL CONTRACTOR TO WIRE TWO HEAT PUMPS IN ATTIC SPACE. ELEC. CONT. TO COORDINATE WITH HVAC CONT. AS To SIZE OF UNITS, REQUIRED WIRE SIZES AND EXACT LOCATION OF UNITS. f pa 0 L 40 pa D BY, DRAWN.Gy AL%qSea DATWMAA. 2.0, ?�;44J wvAv VIE, P Vuo %A V� INA F_- DRAW440 zo DESIGN SPECIFICATIONS: BUILDING CODE. International Residential Code, 2012 Edition; ICC -600, ASCE 7-10 OCCUPANCY. Residential Group R -J (One & Two Family Dwellings) DESIGN LIVE LOADS.• Roof Live Loads - Trusses. -JO psf (15 psf deod load) - TOP CHORD, 10 psf (5 psf dead load) - BOTTOM CHORD Attics -with Storage. JO psf (10 pst dead load), Attics without Storage: 10 psf (10 psf dead load) Floors / Stairs / Decks: 40 psf (20 psf dead load) Deflection limits: L1480 (LL) & L1240 (TL) DESIGN SNOW LOADS: Ground Snow Load, Pg: 5 psf DESIGN KIND LOADS. I (;;v Wind Speed (J -sec): 10 �mph; 3 - second gust: mph; Exposure: .6 Internal Pressure Coefficient' X ) 0.18 - Enclosed 0.55 - Partially Enclosed Wind -Borne Debris Region: ) This structure is not located within a wind-borne debris region. ( X )This structure is located within a wind-borne debris region, and 0/1 openings shall be protected in accordance with International Residential Code, 2012 Edition. ) This structure is located within a wind-borne debris region, and structure has been designed for proper internal pressure in accordance with IRC, 2012 Edition. rZ 1. CONTRACTOR TO COORDINATE DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STAR77NG WORK AND SHALL NO77FY ARCHITECT OR DESIGNER/ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE CONTRACTOR SHALL N077FY THE ARCHITECT/ENGINEER OF ANY EXIS77NG S17 -E CONDITIONS THAT ARE NOT CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND ERECTION OF TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL,PHASES OF CONS7RUCnOM. J CONTRACTOR SHALL N077FY ARCHITECT OR DESIGNER/ENGINEER OF ANY UNUSUAL AND/OR EXCESSIVE LOADS DUE TO EQUIPMENT OR CONSTRUCT70N REQUIREMENTS. 4. THESE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHL7EC7URAL DRAWINGS AND DOCUMENTS RELA71NG TO OTHER TRADES. CON7RACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS OWN CHECK AND COORDINA77ON OF DIMENSIONS, FIELD CONDITIONS CLEARANCES, ETC ASSOCIATED WIH 7HE WORK OF ALL OTHER TRADES. IN CASE OF CONFLICT, CONTACT ARCHITECT OR DESIGNERANCINEER FOR CLARIFICA TION. 5. CONTRACTOR SHALL VERIFY SIZES AND LOCA 77ONS OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC AS REQUIRED FOR ALL TRADED PRIOR TO CONS7RUCT7OA1 6. ALL SEC77ONS AND DETAILS ARE TYPICAL AT SIA41LAR LOCA 77ONS AND WHERE APPLICABLE, 7. IN CASE OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE MORE RIGID REQUIREMENT SHALL BE ASSUMED TO GOVERN UN77L A RULING IS MADE BY THE ARCHITECT OR DESIGNER/ENGINEER. 8 CON7RACTOR SHALL MAKE NO DEWA77ONS FROM DESIGN DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE ARCH17ECT OR DESIGNER/ENGINEER. 9. UPON COMPLETION OF THE PROJECT, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE SCHEDULED MAINTENANCE TO PROTECT THE STRUCTURAL -INTEGRITY OF THE STRUCTURE AS PART OF THE CONTRACT; THE CONTRACTOR IS REQUIRED TO INFORM THE OWNER(S) OF THIS IN WRITING. 10, CONTRACTOR -SHALL CONSTRUCT THIS, PROJECT IN ACCORDANCE TO ALL APPLICABLE BUILDING CODES. ALL REFERENCES TO CODES, STANDARDS, OR SPECIFICATIONS ARE TO BE THE LAI -EST ISSUED ED177ONS AT THE 77ME OF "PERMITTING. 11. DESIGN PROFESSIONALS SHALL NOT HAVE CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES, OR PROCEDURES IN PERFORMING THE WORK, S/ 7E" SAFETY OR -SAFETY PROGRAMS IN CONNEC77ON WITH THE WORK. THESE ARE SOLELY THE RESPONSIBIL77ES OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WTH ALL HEALTH AND SAFETY PRECAUTIONS, AS REQUIRED BY REGULATORY AGENCIES. 12. CONTRACTOR SHALL REFER TO ARCH17EC77JRAL DRAWINGS FOR WALL AND DOOR OPENINGS, PART777ON WALL L OCA 77ONS, AND CRITICAL. ARCHI 7EC 77JRAL FEA 7URES. - REFER TO ELECTRICAL AND MECHANICAL PLANS FOR SIZE AND LOCA77ON OF ALL OPENINGS FOR DUCTS, PIPING, CONDUITS, ETC. 13. ALL MATERIALS LOCATED -BELOW THE BASE FLOOD ELEVA 77ON -SHALL BE FLOOD RESIS TAN T MA 7ERIAL S (PRESSURE -TREATED, MASONRY, ETC.) 14. INSPEC 77ON OF ACTIVE OR COMPLETED CONSTRUCTION IS NOT PROVIDED ARCHITECT OR ENGINEER, UNLESS SPECIFICALLY AUTHORIZED BY SEPARATE CONTRACT FROM THE OWNER OR CLIENT STRUCTURAL STEEL NOTES-. I STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM spEcocAnON (U.N. o) ANGLES, PLATES, MISC. STEEL: ASTM A36, FY - 36 KSL TUBES: ASTM A500. GRADE 8 ANCHOR BOL IS.- ASTA4 A449 2. PRO NDE 7EMPORA R Y BRACING OR GUYS TO PROVIDE L A TERAL SUPPORT UN 77L PERMA NEN T L A TERA L BRACING IS INSTALLED. J. THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATES ELEVATION WITH THE TOP OF CONCRETE AND MASONRY ELEVA770N. IN CASE OF CONFLICT THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE STRINGENT REQUIREMENT 4. ALL STEEL DETAILS AND-CONNEC77ONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENT OF THE AISC spEancA noNs (LATEST EDL TION) INCLUDING ALL SUPPLEMENTS AND REVISIONS 5. SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED. FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWING SHALL BE BOLTED 6. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFIRM TO THE RISC VANUAL OF STEEL CONSTRUCTION" NINTH EDITION AND THE AISC 7SPECIFICARON FOR STRUCTURAL STEEL BUILDING" 1989 EDITION. 7 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO ASTM: A-36 OR A-JOZ 8. BEAUS SHALL BE SUPPORTED ON COLUMNS BY TAB PLATES WELDED THROUGH THE CENTER LINE OF' THE COLUMN UNLESS SPECIFICALLY SHOW OTHERWISE HEREIN. 9. ALL BEAMS SHALL BE PUNCHED FOR TWO ROWS OF BOLTS FOR THE ATTACHMENT OF WOOD BLOCKING. BLOCKING SHALL BE PLACED ALONG THE TOP FLANGE, ALONG THE WEB AND ALONG THE BOTTOM FLANGE UNLESS SPECIFIED OTHERWISE BOLTS SHALL BE TWO ROWS AT 16* O.C. STAGGERED. .17MBER FRAMING NQ7ES, 1. ALL STRUCTURAL LUMBER DESIGN SHALL CONFORM TO THE REQUIREMENTS Of - THE NATIONAL DESIGN SPECIFICA770N FOR WOOD CONSTRUCTION (NDS -2001). 2. ALL WOOD FRAMING, UNLESS N07ED OTHERWISE, SHALL BE SYP (12), WITH A MAXIMUM A40STIJRE CONTENT OF 19% J ALL ENGINEERED LUMBER HAVE MINIMUM PROPERTIES OF- (Fb=2600 PSI, E=1,800,000 PSI) 4. ALL LUMBER EXPOSED TO THE EXTERIOR ENVIRONMENT SHALL 'BE PRESSURE -TREATED -TO A MINIMUM RETEIV77ON OF 0.25 LBS OF ACO PER CUBIC FOOT OF WOOD, AND EACH PIECE SHALL BEAR THE THIRD PARTY QUALITY MARK 'ABOVE GROUND USE' ALL LUMBER IN CONTACT WTH THE GROUND OR CONCRETE/MASONRY SHALL BE PRESSURE - TREATED TO A MINIMUM RE7EN77ON OF 0.40 LBS OF ACO PER CUBIC FOOT OF WOOD, AND EACH PIECE SHALL BEAR THE I`HIRD PARTY QUALITY MARK " GROUND CONTACT USE." ALL PRESSURE -TREATED COMPONENTS SHALL BE TREATED IN ACCORDANCE WITH APPLICABLE A14PA / AS7A4 STANDARDS, 5, ALL CONNECTORS SHALL BE BY THE SIMPSON S7R0NG-TIE COMPANY UNLESS APPROVED OTHERWISE BY THE PROJECT ARCH17ECT. METAL CONNECTORS EXPOSED TO EXTERIOR OR IN CONTACT WITH PRESSURE -TREATED LUMBER SHALL BE. HOT -DIPPED GALVANIZED, Z -MAX, OR STAINLESS STEEL. FASTENERS USED FOR CONNECTORS SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. 6. ALL TRUSS BRACING BLOCKING AND CONNECTIONS SHALL BE BY THE TRUSS MANUFACTURER. 7. ALL MUL77PLE PLY BEAMS OF DIMENSIONAL LUMBER SHALL BE FAS TOGETHER W7H (3) ROWS OF 16d COMMONS 0 12' D.C., UNLESS NOTED OTHERWISE. MASONRY N THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE J TERRY DISMUKES, ARCHITECT AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION OF J TERRY DISMUKES, ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION NT lerry Dismukes architect PLANNING ARCHITECTURE -INTERIORS Cq Cq ,vt CJ C) .d4 05 CQ z I C\2 tD X 0 6 0 R 0* ncs Z A E C T A 0 fir 2, 20 DRAWN JT. CHECKED JTD !:DATE zcteL SCALE A55HONN JOB NO, SHEET Al T, ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI -530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES" LATEST EOLRON. 8. ALL MULTIPLY PLY.BEAMS OF ENGINEERED LUMBER SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MA NUFA C TURER'S RECOMMENDATIONS. 2 HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH A MINIMUM COMPRESSIVE 5TPENGTH OF 1900 PSI (NET AREA). 9. PROVIDE A DOUBLE JOIST BELOW ALL PARALLEL WALLS NOT SHOWN OTHERWISE PROVIDE A DOUBLE JOIST ADJACENT J. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT GROUT SHALL CONFORM TO ASTM C-4116 AND SHALL 06'A,N A MINIMUM TO ALL CHANGES IN SPAN TO MINIMIZE DIFFERENTIAL SETTLEMENT. 28 -DAY COMPRESSIVE STRENGTH OF 3,000 PSI. PLACE GROUT IN 4' LIFTS. PROVIDE MIX DESIGN FOP REVIEW FILL ALL CELL.`. AND/OR CAVITIES' BELOW GRADE SOLID WITH GROUT, 10, SUPPORT ALL JOISTS AND BEAMS ON JOIST AND BEAM HANGERS. NAILERS SHALL NOT BE PERMITTED WITHOUT PRIOR A U THORIZA RON FROM ENGINEER 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, UNLESS OMERWISE NOrFD, SHOP FABRICATE BARS WHICH ARE SHOWN TO BE HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 42 BAR DIAMETERS AT ALL SPLICES, UNLESS OTHERWISE NOTED. 11..'SOLID BLOCKING THAT MATCHES THE DEPTH OF THE FLOOR JOISTS SHALL BE INSTALLED PER CURRENT BUILDING CODE, CURRENT ENERGY CODE AND ICC -600 BETWEEN JOISTS. 5, THE USE OF MASONRY -CEMENT MORTAR IS STRICTLY PROHIBITED. MORTAR SHALL CONFORM TO ASTM C-270, TYPES, 12. ALL WALLS SUPPOR77NG TWO FLOORS AND A ROOF SHALL BE 2X6" AT 16" O.C" 2X4S AT 8" O.C. OR 3X4S AT 12- 6, PROVIDE REBAR DOWELS FROM FOUNDATIONS/FOOTINGS TO MATCH VERTICAL REINFORCEMENT SIZE AND SPACING, DOWELS SHALL HAVE STANDARD 0. C. OR AS NOTED 90 DEGREE HOOKS AND LAP WITH THE FIRST LIFT OF REINFORCING, 7, REFER TO TYPICAL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS PROVIDE CLEAN --OUT HOLES AT BASE OF FILLED CELL 13. CONTRACTOR SHALL AN77CIPATE AND PROVIDE FURRING STRIPS OR BLOCKING AS MAY BE REQUIRED TO PROVIDE A WHEN THE CONCRETE POUR EXCEEDS -5 FEET IN HEIGHT SMOOTH SURFACE FOR THE APPLICA77ON OF SHEETROCK. THIS REQUIREMENT PRIMARILY OCCURS AT, BUT IS NOT LIMITED TO, VAULTED CEILINGS AND OTHER SUCH SPECIAL CONDITIONS. 8. CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING AN PENCIL TYPE VIBRATOR. 14. THE FRAMING AND FOUNDATIONS SHOWN HEREIN ARE BASED ON NORMAL CARPET AND ONYL FLOOR FINISHES, 9, THE USE OF SOLID LOAD BEARING MASONRY UNITS IS PROHIBITED ON THIS PROJECT NORMAL WEIGHT CABINETS AND COUNTER TOPS, IF HEAVIER MATERIALS ARE USED NOTIFY ENGINEER AND AWAIT FRAMING MODIFICATIONS PRIOR TO PROCEEDING. CONCRETE NOTES: 15. WERE ROOF TRUSSES ARE USED, PROVIDE UPLIFT CONNECTORS WITH UPLIFT RATINGS IN EXCESS OF THE UPLIFT 1. THE LATEST ED177ON OF THE FOLLOWING ACI STANDARDS APPL Y.- REAC77ONS LISTED WITHIN THE ROOF TRUSS SHOP DRAWNGS. CONTACT ENGINEER FOR SPECIFIC DIRECTIONS IF REQUIRED. A Cl 318 (CODE) ACL 304 (PLACING) 16. TOP PLATES, DRAG STRUTS SHALL BE NAILED TOGETHER WITH TWO ROWS OF 16d NAILS AT 12" O.C. STAGGERED. A Cl 306 (WINTER CONCRETING) ACI 315 (DETAILING) ACI 305 (HOT WEATHER CONCRETING) ACI 347 (FORMWORK) 17 BOTTOM PLATE SPLICES SHALL HAVE ATTACHMENTS ON EITHER SIDE WHERE THE PLATE IS ATTACHED TO CONCRETE-, ACI 211.1 (MIX PORPORTIONING) ACI 301 (SPECIFICATIONS) PROVIDE 112- DIA EXPANSION BOLT WITHIN 12- EACH SIDE OF EACH SPLICE, OR PROVIDE TWO POWDER DRIVEN FASTENERS WITHIN 8"EACH SIDE OF EACH SPLICE. PLATES ATTACHED TO TIMBER FRAMING SHALL HAVE TWO 16d NAILS 2, ALL CONCRETE SHALL BE NORMAL WEIGHT, UNLESS NOTED OTHERWISE. CONCRETE MIXES SHALL SHALL BE DESIGNED IN ACCORDANCE WITH ACI DRIVEN INTO THE SUPPORTING FRAMING WITHIN 6"EA CH SIDE OF EACH SPLICE, 301, USING PORTLAND CEMENT CONFORMING TO ASTM C-150 OR C-595, AGGREGATE CONFORMING TO ASTM C-33, AND ADMIXTURES CONFORMING TO ASTM C-494, C-1017, C-618, C-989, AND C-260. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C-94, 18. UNLESS 0 7HER WSE NOTED, ADDITIONAL HORIZONTAL BLOCKING AT EXTERIOR WALL SHEATHING THING JOIN IS IS NOT REQUIRED FOR SHEAR WALL AND LATERAL FORCE PURPOSES. THE CONTRACTOR SHALL PROVIDE THIS ADDITIONAL J CONCRETE MIXES SHALL BE DESIGNED TO MEET THE FOLLOWING CR17ERIA FOR USE IN VARIOUS ELEMENTS OF THE STRUC7VRE AS FOLLOWS: BLOCKING IF, REQUIRED BY INTERIOR OR EXTERIOR FINISHES OR COMPONENTS. STRUCTURAL ELEMENT MIN. a (28 DAY) A GGREGA TE MAX SLUMP _RT �AX� FOUNDA 77Q -N LIOTES: FOOTINGS 3000 PSI 1 2'-4- ,50 1. THESE FOUNDATION ELEMENTS ARE DESIGNED IN THE ABSENSE OF A SITE-SPECIFIC SUBSURFACE SOIL INVESTIGATION. IT IS THE SOLE SLA B -ON -GRADE 3000 PSI J14 " 2'-4- .50 RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE SOIL COLUMNS 4000 PSI J14 " 2'-4' .50 " CONDIT70NS ARE ADEQUATE FOR THE FOUNDATION ELEMENTS AND ASSUMED DESIGN CRITERIA CONTAINED HERE -IN, FOUNDATION DESIGN BEAMS 4000 PSI 314 2'-4- �50 RECOMMENDA77ONS CONTAINED HEREIN DIFFERING FROM ANY RECOMMENDATIONS CONTAINED WITHIN A GEOTECHNICAL REPORT FOR THIS PROJECT EL EVA TED SLAB 4000 PSI 318 2"-4" „50 LOCATION, SHALL BE BROUGHT TO THE ATTEN77ON OF THE ENGINEER FOR DESIGN MODIFICATION AND/OR CLARIFICA770N. WALLS (<8- THICK) 4000 PSI S?" 2"-4- .50 WALLS (>8 THICK) 4000 PSI 314 2"-4" .50 2. ALL VEGETATION, TOPSOILS, ROOTS, AND ORGANIC ZONES SHALL BE STRIPPED AND REMOVED FROM THE CONSTRUCTION AREA FOR A DISTANCE OF 5 FEET ( OR DISTANCE RECOMMENDED IN GEOTECHNICAL REPORT, WHICHEVER IS GREATER) BEYOND THE EXTERIOR OF BUILDING FOUNDAT70N 4, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, UNLESS NOTED OTHERWISE. ALL WELDING OF REINFORCING STEEL SHALL LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE' SIGNIFICANT FOOT ZONES, SMALL TREE STUMPS, AND OTHER BE IN ACCORDANCE WITH AKS D1.4 AND ASTM A-706 (EMBED ANCHORS, ETC.). EPDXY COATED REINFORCEMENT SHALL CONFORM TO ASTM UNACCEPTABLE MATERIALS, BUT IN NO CASE LESS THAN ONE FOOT A-775, 3. EXCAVA77ONS FOR LARGE STUMPS, ABANDONED U77LITIES, UNDERGROUND TANKS, ETC. SHALL. BE BACKFILLED IN LAYERS WITH COMPACTION AND 5. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, HELD RIGIDLY AND ACCUPA TEL Y IN PLACE, AND PROTECTED AGAINST TESTING OF EACH LAYER AS DESCRIBED FOR PLACEMENT AND COMPACT70N OF FILL MATERIAL. USE LOOSE BACKFILL LAYER THICKNESS DISPLACEMENT OF CONCRETE. SUPPORTING ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED APPROPRIATE FOR THE SIZE OF COMPACTOR USED. v. STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL, DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED ON PLANS OR APPROVED BY THE ENGINEER. J. ALL F0077NGS SHALL BEAR ON. UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPORTING A MINIMUM DESIGN BEARING PRESSURE OF 2,000 PSF ALL FOUNDA 770M EXCA VA TIONS SHALL BE E VA L UA TED BY THE GEOTECHNICAL ENGINEERITES TING A GENC Y PRIOR TO POURING FOUNDA 77ON CONCRETE, 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A-185, AND SHALL BE PROVIDED IN FLAT SHEETS (POLLS ARE NOT PERU TE -D). LAP ALL WELDED WIRE FABRIC A A41NIMUM DISTANCE OF TWO CROSS WIRE PLUS 2 INCHES, UNLESS NOTED OTHERWISE. 5. UNLESS OTHERWISE NOTED, ALL F0077NGS SHALL BE CENTERED UNDER COLUMNS, PIERS, AND WALLS, 7 UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT - 6. CONTRACTOR SHALL COORDINATE ALL FOUNDA77ON WORK WITH ALL EXISTING UNDERGROUND UTILITIES. EXTREME CARE SHALL BE TAKEN DURING EXCAVA77ON AND CONSTRUCTION OF NEW FOUNDATION WORK SO AS NOT TO DISTURB EXISTING CONSTRUCTION AND/OR UTILITIES. ALL NEW CONCRETE CAST DIRECTLY AGAINST EARTH. 3" UNDERGROUND UTILITIES SHALL NOT BE PLACED BELOW THE FOOTINGS. IF ANY SUCH CONDITION OCCURS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND DROP THE BOTTOM OF THE FOO TINCS IN ORDER TO A VO10/CLFAR U TILI RES. CONCRETE EXPOSED (NOT CAST) TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2- 7. HORIZONTAL JOINTS IN F0077NGS WILL NOT BE PERMITTED #5 BAR, WJI OR DJI WIRE & SMALLER: 1.5" 8. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST ANY FOUND 'ION WALL UNLESS WALL IS SECURELY BRACED AGAINST OVERTURNING, CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. WALLS, ELEVATED SLABS (& JOISTS): .75' BEAUS AND COLUMNS: 1. 5 9. ALL CONCRETE AND REINFORCING REQUIRED FOR FOUNDATION/FOOTING WORK SHALL BE IN ACCORDANCE- WITH PEFFRE-NCFD SPECIFICATIONS INDICATED IN THE PROJECT PL A NS. 6 A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINA 77ON OF STRENGTH, COARSE AGGREGATE GRADATION, AND WATER CEMENT RA 770 SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CAS771VG ANY, 10. IF SOIL CONDI T70NSIMA TERIALS ENCOUNTERED WHICH VARY FROM THOSE INDICATED BY THE TEST BORING DATA OR THE CON IRA C T DOCUMENTS OR CONCRETE, MIXES THAT WILL BE TRANSPORTED AT THE PROJECT SITE BY PUMPING SHALL BE SPECIFICALLY DESIGNED FOR PUMPING. IF THERE ARE CONDITIONS OBSERVED WHEN CONCRETE FOR FOUNDATIONS IS PLACED, CONTRACTOR SHALL NOTIFY GEOTECHNICAL ENGINEER, TESTING AGENCY, AND STRUCTURAL ENGINEER, AND CONTRACTOR SHALL STOP ALL RELATED FOUNOA77ON WORK UNTIL CLARIFICATION ANDIOR 9. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED POSLT70N'PRIOR TO PLACEMENT OF DESIGN MODIFICA 77ON IS PROVIDED. CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR, 10. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED, AND MAINTAINED ACCORDING TO ACI 347 THE DESIGN, CONSTRUC77ON, AND SAFETY OF ALL FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL FORMS, SHORES, BACKSHORES, FALSEWORK, BRACING, AND OTHER TEMPORARY SUPPORTS SHALL BE ENGINEERED TO SUPPORT ALL, LOADS IMPOSED INCLUDING THE WET WEIGHT OF THE CONCRETE, CONSTRUCT -ION EQUIPMENT LIVE LOADS, LATERAL LOADS DUE TO WIND AND WET CONCRETE IMBALANCE. 11. UNLESS SPECIFIED OTHERWISE, ALL TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI 117 THE CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO VERIFY THE WORK IS WITHIN SPECIFIED TOLERANCES UNLESS WRITTEN AUTHORIZA770AI IS OBTAINED FROM THE ARCHI TELT/ENGINEER INDICATING OTHERWISE. 12. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED, J14" MIN., UNLESS NOTED OTHERWISE ALL C0Af87WjC7j0,N 73. PENETRATIONS SHALL NOT BE PERMITTING IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE SPECIFICALLY INDICATED ON THE STRUCTURAL must W" Wkh ow = ow DRAWINGS, UNLESS THE CONTRACTOR HAS WRITTEN AUTHORIZA770AI FROM THE ENGINEER, CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER FOR REVIEW INDICATING ANY. CONCENTRATION OF PIPES, OPENINGS, OR PEAIETRA770NS NOT SHOWN ON THE STRUCTURAL DRAWINGS .7 aro th10 TitI and 2 Fartilly PRIOR TO CONCRETE POURS. Owding Code..Z a�---.640on 8nd _ - StaW of GOW948 amOndments. THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE J TERRY DISMUKES, ARCHITECT AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION OF J TERRY DISMUKES, ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION NT lerry Dismukes architect PLANNING ARCHITECTURE -INTERIORS Cq Cq ,vt CJ C) .d4 05 CQ z I C\2 tD X 0 6 0 R 0* ncs Z A E C T A 0 fir 2, 20 DRAWN JT. CHECKED JTD !:DATE zcteL SCALE A55HONN JOB NO, SHEET Al REINFORCED CONCRETE MASONRY NOTES: ALL BLOCK CELLS ARE TO BE GROUTED SOLID FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. CONCRETE BLOCK .MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, WITH A MINIMUM COMPRESSIVE STRENGTH F'm = 2400 PSI. MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM 0270, TYPE °'S". HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE. GALVANIZED IN ACCORDANCE WITH ASTM Al 16, CLASS 1 1 OR CLASS 3, OR ASTM Al 53, CLASS B-2. FURNISH ,PREFABRICATED CORNER AND TEE UNITS. HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED BY MORTAR. REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS. VERTICAL MASONRY WALL REINFORCEMENT SHALL .CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE NOTES FOR VERTICAL REINFORCING DETAILING, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN,) AT DOWELS AND SPLICES. VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS (#5) AND HOOKED AT LINTELS, CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH F'c=3000 PSI IN 28 DAYS. REFER TO CONCRETE NOTES FOR CONCRETE MIXING AND PLACEMENT REQUIREMENTS, CONCRETE AGGREGATE WILL BE 1/2.0 MAX. METAL -ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE .IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS 1. STRUCTURAL STEEL GENERAL NOTES TOP OF STEEL ELEVATIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM FIRST FLOOR FINISH ELEVATION, . UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ERECTION AND FABRICATION TO INSURE PROPER ASSEMBLY OF ALL CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, WILL CONFORM TO THE REQUIREMENTS OF ASTM A36. STRUCTURAL PIPE COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53, TYPE E OR S, GRADE B OR ASTM A501. STRUCTURAL STEEL TUBING (SQUARE OR RECTANGULAR) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501 OR ASTM A500, GRADE B. UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. HIGH STRENGTH BOLTS (ASTM A -325N), CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR BUILDINGS, LATEST EDITION. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. Ali WELDING SHALL BE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 AND EXECUTED WITH WELDERS QUALIFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS D1.1. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, ANCHOR BOLT NUTS TO ASTM A563, ALL COLUMN ANCHOR BOLTS HOLES TO BE OVERSIZED IN ACCORDANCE WITH RECOMMENDATIONS OF AISC MANUAL FOR DETAILING FOR STEEL CONSTRUCTION. GROUT UNOrR COLUMN BASE PLATES SHALL BE NON -SHRINK, MASTER BUILDERS, "MASTERFLOW 713" OR "FIVE STAR GROUT" BY U.S. GROUT CORP., OR "CRYSTEX" BY L&M CONSTRUCTION CHEMICALS, INC. OR EQ, MIXED AND PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. STANDARD SHOP PAINT SHALL BE RED ALKYD ZINC CHROMATE PRIMER PER FED. SPEC. TTP -636 OR EQ. PROVIDED PER APPROVED MANUFACTURER STANDARD. REFER TO ARCH. SPECIFICATIONS FOR FINISH COAT REQUIREMENTS. STEEL SURFACE SHALL BE CLEANED IN ACCORDANCE WITH SSPC-SP3, FOR PREPARATION PRIOR TO PRIMER PAINTING, UNLESS REQUIRED OTHERWISE BY PRIMER MANUFACTURER. ALL WELDED, BURNED, OR OTHERWISE DAMAGED AREAS SHALL BE REPAIRED AND RECOATED IN ACCORDANCE WITH COATING MATERIAL MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION, AS OUTLINED FROM AISC SPEC. SECT. 1.25 - ERECTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL .TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES APE NOT EXTENSIVELY .NOTCHED, CUT OR BORED. REFER TO IRC 2006 CODE, SSTD-10-99 AND AITC MANUAL FOR ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS, TRUSSES SHALL NOT BE CUT, NOTCHED OR BORED WITHOUT ARCHITECT'S OR ' RESIDENTIAL DESIGNERS APPROVAL, THE ENGINEERING OF FRAMING MEMBERS IS .BASED ON 2 SPRUCE OR #2 S.Y.P. FB = 1200 PSI, E = 1,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY'THE ARCHITECT OR RESIDENTIAL DESIGNER BEFORE USING. ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153. ALL LUMBER OR PLYWOOD IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAW.NGS WILL BE PRESSURE TREATED IN ACCORDANCE .WITH AWPI STANDARD LP -2. ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET THE REQUIREMENTS OF PS1-83 OR APA PRP --108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER WILL BE CLASSIFIED "EXTERIOR". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS WALL AND ROOF SHEATHING WILL BE .NAILED WITH 8d NAILS (TWISTED OR R!NG SHANK) 3"o/c AROUND EDGES AND 6"o/c IN FIELD , CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE: STABLE DURING ALL STAGES .OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL. TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. ROOF DECKING AND WALL SHEATHING WILL BE -INSTALLED AND ALL JOISTS AND GIRDERS SECURED PRIOR TO TEMPORARY BRACING'S ARE REMOVED. TEMPORARY BRACING DESIGN. INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. =A i AUTHORITIESALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF ALL • " SHOWN IN THESE DOCUMENTS OR CONTRACTOR. FORALL NECESSARY PERMITS # INSPECTIONS. INSURANCECONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND,AS DIRECTED BY FUNDING INSTITUTION COPIES OF GENERALGENERAL 'cbNTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. # OR SHALL VERIFY ALL ELEVATIONS,DIMENSIONS AND LOCATIONS BEFORE r•" WORK, NOTIFYARCHITECT/ENGINEER OR RESIDENTIAL DESIGNER OF " P ALL CONSTRUCTION SHALL . .:. r 1 CODES• AND ALL APPLICABLE .r• GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDO* DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. SUBGRADE PREPARATION NOTES: REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS RESULTS AND SOIL PREPARATION REQUIREMENTS PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DEBRIES. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUNg-OFF, IF NECESSARY, THE SITE DEWATERING WILL BE, EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER. ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACFILLED WITH APPROVED SUITABLE BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D-1557. THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER, COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE FOOTINGS AND SLABS. ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH ASTM D-1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIES. ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 8 TO 10 INCH THICK LOOSE LIFTS AND COMPACTEDTO 95% DENSITY IN ACCORDANCE WITH ASTM -D-1557. THE DESIGN SOIL BEARING PRESSURE IS 2000 PSF CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE, MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION 'TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN ACCORDANCE WITH ACI 305. CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/C'NGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES, ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301, GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH EXTREME CAUTION. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AC4 SP -66, LATEST EDITION. ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS. PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE: FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER, ALL SLAB AND FOUNDATION, REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE -BARS AS, REQUIRED TO SUIT SPECIAL CONDITIONS. CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE REQUIREMENTS AND THIS DRAWINGS FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE. WHOM 111111111rdsilwill DESIGN CRITERIA 20:-% INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS 1. FLOOR DEAD LOADS: PARTITIONS 20 PSF FIXED EQUIPMENT ACTUAL WEIGHT FINISHES ACTUAL WEIGHT LIVING ROOMS 40 PSF SLEEPING ROOMS 30 PSF ATTIC W/ STORAGE 20 PSF ATTIC W/O STORAGE 10 PSF DECKS 40 PSF BALCONIES 60 PSF GUARDRAILS & HANDRAILS 200# 3. ROOF DEAD LOAD: ROOFING 2.0 PSF DECKING 2.0 PSF INSULATION 6.0 PSF HANGING & MISC. 9.0 PSF FRAMING 5.0 PSF CEILING 5.0 PSF FIXED EQUIPMENT ACTUAL WEIGHT 4. ROOF LIVE LOADS: C\t TRIBUTARY AREA: LIVE LOAD: 0 TO 200 SF 20 PSF 201 TO 600 SF Lr = 20 x Rl Rl = 1.2 - 0.001 At a; (400 SF 16 PSF) OVER 600 SF 12 PSF 5. WIND LOAD: [ $C) 3 SECOND GUST WIND SPEED Vas = MPH (FIG. 1609) !me) EQUIVALENT BASIC WIND SPEED V fm - do MPH (TAB. 1609.3.1) ROOF NET UPLIFT = 20 PSF •.lowlTsTomm 8. THE BUILDING CONSTRUCTION WILL BE IN ACCORDANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE :Za'i 9. THE FINISHED FLOOR ELEVATION WILL BE ABOVE THE FLOOD ELEVATION AS REQUIRED BY FEMA WINDOWS, GLASS DOORS & SKYLIGHTS SHALL. BE APPROVED AND INSTALLED TO COMPLY WITH BOTH TEST REQUIREMENTS NOTES. NEGATIVE AND POSITIVE PRESSURES AS REQUIRED 12.4,99, 1c.C-600DOCUMENTATION OF COMPLIANCE - WINDOWS ARE TESTED IN ACCORDANCE WITH AAMA 101 /I.S.2. 97 SPECIFICATIONS. SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. -- TESTED FORCED ENTRY RESISTANCE TO AAMA 1303.2. - DEGLAZING TESTED TO ASTM E987. ALL GLAZING IN DOORS, WINDOWS, OR SKYLIGHTS SHALL BE TESTED FOR 'LARGE MISSILE IMPACT - TESTED WATER RESISTANCE TO ASTM E547/331. RESISTANCE' AS NOTED BELOW. OPTION: PROVIDE WOOD STRUCTURAL PANELS. FOR EACH OPENING. - TESTED AIR INFILTRATION TO ASTM E 283 PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 81'. - TEST REPORTS AVAILABLE UPON REQUEST. PANELS MUST BE PRECUT TO SIZE, AND ATTACHMENT HARDWARE PROVIDED, (3" LONG, 1/4" DIAMETER SIMPSON SCREWS AT 12"oc AT PERIMETER OF PANEL). EACH PANEL SHALL BE NUMBERED IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS OR MARKED TO INDICATE WHICH WINDOW IT SHALL BE INSTALLED OVER, (IRC 301.2.1.2 AND MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES SSTD 10-99, 604). AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL. (IRC 301.2.1.2 THE PIANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHRR MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE 1 TERRY DISMUKES, ARCHITECT AND MAY NOT HE REPRODUCED, EMIER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS— SION OF d TERRY DISMURES, ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHMCP FOR 411MEDIATE RESOLUTION. ,T Te -m . Dismul es architect PLANNING ARCHITECTURE INTERIORS sm I * I fr mir:416 71 I Fra. C 8 _ N 211329 DRAWN JTD CHECKED ,i DATE w A SCALE A5 5HO NN JOB NO. SHEET A2 N CQ c0 C df C\2 m d f�f aCq ZI I 0 C C� C\t a; sm I * I fr mir:416 71 I Fra. C 8 _ N 211329 DRAWN JTD CHECKED ,i DATE w A SCALE A5 5HO NN JOB NO. SHEET A2 SOLID BLOCKING 0 48-1o/c (FIRST TWO BAYS) -N 2x*s STUD CABLE. END (SEE SCHEDULC) 15/32- CDX PLYWOOD OR 7/16- -OSB ROOF SHEATHING PER IRC CH. R603.7 (SEE ARCH. WALL SECTIONS) 8d NAILS 0 4"O/C ROOF OVERHANG 2x I BLOCKING CENTER 2x BLOCKING ON SHEATHING JOINTS (SEE -ARCH, WALL SECTIONS) NON DIAPHRAGM CEILING 15/32" CDX PLYWOOD OR 7/16" OSB WALL SHEATHING PER IRC CH. R6017 (SEE ARCH. WALL SECTIONS) BALOON FRAMING - PREFERRED METHOD GABLE END WALL FRAMING (PER FIG. 305J) NOT TO SCALE TWIST STRAP MTS20 t_ RAFTER H2,5A HURRICANE CLIP (BOTH SIDE). - NOT TO SCALE ROOF RAFTERS @16" o/c (SEE WALL SECTIONS OR PLAN)- - HURRICANE CLIPS AT EA. RAFTER (2) TOP PLATE--\ ALTERNATE HEADER DETAIL (AT ROOF FRAVIN(3) NOT TO SCALE 4'-0" AS REQ'D. 4'-0" i r, /-z,)" rnv PLYWOOD OR 3 ROOF SHEATHING *H . R603.7 WALL SECTIONS) (2) TOP PLATES IPSON HURRICANE PS (EA. RAFTER) t" CDX PLYWOOD OR -1 I OSB WALL SHEATHING11 RC CH. R603.7 kRCH. WALL SECTIONS) mommim W r I I 'Aw WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) HEADER Yo/c AROUND EDGES AND 6"o/c (SEE SCHEDULE) \-RSP4 PLATE TIES OR 18" SIMPSON HEADERJ ALL WORK TO BE IN COMPLIANCE' WITH IRC 2G(r- WALL AND ROOF SHEATHING WILL STRAP MSTA18 10d NAILS (TWISTED SHANK) RESIDENTIAL BUILDING CODE; HEADER STUDS MAXIMUM HEADER SPAN (FT,) 4"o/c AROUND EDGES AND 6"o/c IN FIELD �E SCHEDULE) SC� (SEE SCHEDULE) 10) MPH LOADING WINDOW OR DOOR PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING OPENING PENING ALTERNATE HEADER DETAIL (AT ROOF FRAVIN(3) NOT TO SCALE 4'-0" AS REQ'D. 4'-0" i r, /-z,)" rnv PLYWOOD OR 3 ROOF SHEATHING *H . R603.7 WALL SECTIONS) (2) TOP PLATES IPSON HURRICANE PS (EA. RAFTER) t" CDX PLYWOOD OR -1 I OSB WALL SHEATHING11 RC CH. R603.7 kRCH. WALL SECTIONS) mommim ALL CONSTRUCrION mu$t Cw0Y VIM ft ICC 600 7 end the IRC 1 and 2 Fw* Dy%jftq Code and WS Of ISM& R DETAIL 1/A3.1 TYPICAL COUMN ANCHORAGE DETAIL NOT TO SCALE a lFff 4039011mam THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE J TERRY DISMUKES, ARCHITECT AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION OF i TERRY Dmarjus, ARCHITECT. THE CONTRACTOR SHAM VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION. J Tem Dismukes' architect PLANNING ARCHITECTURE INTERIORS Sm M 41 y is C A I ECT N( 23.?0 DRAWN JTC> CHECKED ,JTC> DATE � 4. SCALE AS 5HOAN JOB NO, SHEET A3 CQ CQ to O co tx W t 01 z CQ 0 0G CJ MINIMUM WALL AND HEADER STUD REQUIREMENTS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) Yo/c AROUND EDGES AND 6"o/c IN FIELD OR ALL WORK TO BE IN COMPLIANCE' WITH IRC 2G(r- WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) RESIDENTIAL BUILDING CODE; MAXIMUM HEADER SPAN (FT,) 4"o/c AROUND EDGES AND 6"o/c IN FIELD 10) MPH LOADING PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING CONDITIONS. 3 ft 1� i I : � 1 : ; I ! 1 2 ft THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY AN LUMBER SPECIES AND LRA[ _] _�l NUMBER OF HEADER STUDS T STUDS- No. 2 OR BETTER. SUPPORTING EACH END OF THE HEADER SHEATHING NAILING PAT TERN SPRUCE, FIR, S.Y.P. 16" O.0 o MAX. 1 i 2 2 NOT TO SCALE NON BEARING PARTITIONS- No. 3 ANY SPECIES 16" O.C. L SUPPORTED STUDMAX. NUMBER OF FULL LENGTH STUDS THE CEILING ATTIC JOISTS WILL BE: 0 JOISTS/RAFNo, 2 OR WALL HEIGHT �G SPACING AT, F C "AT -EACH END OF THE HEADER ,TERS- M's 0 16"o/c UP TO 10' SPAN BETTER SYR 16" O.C. MAX. 10 FEET "o/c 0 16"o/c UP TO 14'-0" SPAN 0 SHEATHING OR LESS 16 2 2 3 3 ,2x8's 2x 10's 0 16'o/c UP TO 16' SPAN 0 0 0 GREATER THEN 2x 12's 0 16"o/c UP TO 20' SPAN MIN. 15/32", LAY WALL SHEATHING HORIZONTALLY WITH 10 FEET 16"o/c 2 2 3 3 THE ROOF RAFTERS WILL BE: ALL EDGES SUPPORTED BY STUDS OR HORIZONTAL 's " BLOCKING. DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6@ 16O.C,) 2x6*s 0 16*'o/c UP TO 8'-0" (UNSHORED) SPAN (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'0" OPENINGS M's 0 16"o/c UP TO 12'-0" (UNSHORED) SPAN FASTENERS (3) 2x1O's W1 (112) PLYWOOD FILLERS FOR UP TO 8'--0" OPENINGS BEAM PER SCHEDULE WO's 0 16"o/c UP TO 15'-0" (UNSHORED) SPAN 2xl2's 0 16"o/c UP TO 18'-0" (UNSHORED) SPAN FOLLOW IRC 2012. TABLE (3) .2x12's W1 (1 1 12) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS RAFTER H10 HURRICANE CLI p 602-3(l), USE MANUFACTURED THE EXTERIOR WALL STUDS SCHEDULE: (FOR 'V = 1,30MPH) SUPPLIED FASTENERS FOR DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's @ 16" O.C.) NOT TO SCALE CLIPS AND TIES. (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS 2x4's 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 9'-1�" (2) 2x1O's W1 (1/2) PLYWOOD FILLERS FOR UP TO 8'-0" OPENINGS M's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 14'-1 (2) 2x 12's W1 (1 /2) PLYWOOD FILLERS FOR UP TO 10' O" OPENINGS 2x8's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 16'- 1�" ALL CONSTRUCrION mu$t Cw0Y VIM ft ICC 600 7 end the IRC 1 and 2 Fw* Dy%jftq Code and WS Of ISM& R DETAIL 1/A3.1 TYPICAL COUMN ANCHORAGE DETAIL NOT TO SCALE a lFff 4039011mam THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE J TERRY DISMUKES, ARCHITECT AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION OF i TERRY Dmarjus, ARCHITECT. THE CONTRACTOR SHAM VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION. J Tem Dismukes' architect PLANNING ARCHITECTURE INTERIORS Sm M 41 y is C A I ECT N( 23.?0 DRAWN JTC> CHECKED ,JTC> DATE � 4. SCALE AS 5HOAN JOB NO, SHEET A3 CQ CQ to O co tx W t 01 z CQ 0 0G CJ WINDOW AND DOOR DESIGN PRESStURE RATINGS PER 2012 INTERNATIONAL RESIDENTIAL CODE DESIGN PRESSURE` VALUES LISTED IN THE TABLE MINIMUM WALL -AND HEADER STUD 'REOUIREMENTS ARE IN POUNDS PER SQUARE FOOT (PSF) NOTE5: 3SECOND GUST WIND -SPEED ALL WnPV TO PP IN COMPLIANCE WITH IRC 20 (1, RESIDENTIAL BUILDING CODE, 106 MPH LOADING CONDITIONS. LUMBER SPECIES AND GRADE STUDS -7 No. 2, OR BETTER. SPRUCE, FIR, S.Y.P. 16" O,C MAX. NON BEARING PARTITIONS - No. 3 ANY SPECIES 16" O.C. MAX. JOISTS/RAFTERS- No. 2 OR BETTER SYP 16" O.C. MAX. - SHEATHING MIN.- 15/32", LAY WALL SHEATHING. HORIZONTALLY WITH V 3s = 130 MPH MAXIMUM HEADER SPAN (FT.) (MRH) ZONE (4) ZONE (5) 3 ft 6 ft ft 12. ft 25' OP 35 NUMBER OF HEADER- STUDS SUPPORTING EACH. END OF THE HEADER 30' DP 35 -------------------- 35' DP 35 1 2 =2 UNSUPPORTED WALL HEIGHT. STUD SPACING NUMBER OF FULL LENGTH STUDS . AT EACH END OF THE HEADER 10 FEET OR LESS 16"o/C 2 2 3 3 GREATER THEN 10 FEET 16"o/c 2 2 3 3 V 3s = 130 MPH MEAN, ROOF HEIGHT (MRH) ISLAND LOCATION (EXPOSURE !"B") (MRH) ZONE (4) ZONE (5) 15, DP 35 DP 45 20' DP 35 DP 45 25' OP 35 DP 45 30' DP 35 DIP 45 35' DP 35 DP 45 40' DP 40 DP 45 45' DP 40 DP 50 50' DP 40 DP 50 to POST (rfp) ZONE (5) MEAN ROOF HEIGHT (MRH) OCEAN/MARSH LOCATION (EXPOSURE "C-) ALL EDGES SUPPORTED BY STUDS OR HORIZONTAL DOOR AND WINDOW HEADER SCHEDULE: tWALLS 2x6' @ 16" O.C. (MRH) (4) ZONE (5) BLOCKING. s (3) 2x8's W/ (1/2) PLYWOOD FI'_LERS FOR UP TO 4'-0" OPENINGS 15' DP 40 DP 50 fALL LNLR� (3) 2x1O*s W/ (112) PLYWOOD FILLERS FOR JP 70 8'-0" OPENNGS 20' DP 45 DP 55 FOLLOW IR" 201,1ABLE (3) 2xl2,'s W/` (1/2) PLYWO&D FILLERS FOR JP TO 10'-0" OFENiNGS %, 25' DP 45 DP 55 602,3(1), OSE MANUFACTURED SUPPLIED VA-,TE:NFRS FOR DOOR AND W!NDOW r-EADER SCHEDULE: WALLS 2x4's @ 16" O.C,) 30' DP 50 DP 60 CLIPS. AND TIES. -(2) 2x8's_W,/,' (1/2) PLYWOOD FILLERS FOR UIP TO 4'-0" OPENINGS 35' DP 50 DP 60 W,/` (1 12) PLYWOOD FILLERS FOR Up To 8'-0" OPEN!NGS 40' DP 50 DP 65 D FILLERS FOR UP 70 10* -0" OPEVNGS 45 DP 55 DP 65 42) 2N I 2's A/ (1 /2) PLYWOOL. 50' DP 55 DP 65 I w" 0 too wax a e "aftr4mIm no "o No I" q\ \ k at" TO 146 **A 0-1 vt*v" 4N, K 00V400 W" >r►�E�MiO At ttiidW , ' 9 y � e4 OONtwu01li !�J►Ni1MQ 15/3r IXFOOM SHEAT Wo. Vum 0*4 2 4ows of me "as AT 4* Nl Ina vw (w. -0VAlk no wax* 114"0414) 100 10*3 AT-,', winick V*Cfto At - # 4- 00TEMM V STUD IS I ON 94tt sw-1) mati* —4- or too AT "OWWAL • SPOCM Qw. a -VA& F an 4"im AAMW) ALL CONSTM V)d the IRC 1 and 2 FaMlly Dwelkq Cods—Zon.,11.40tion amndnwft. -DETAIL. SW -2 EMRIOR, VIEW _QF TYPICAL SHEAEDUALL PANEL THE PUNS ZMATIONS. DRAVwGS, I=SM7,ONS, AND OTHER MATERIAL CONTADft PROPERTY OF THE J TERRY "M TMS SET ARE THE DM(U)=, ARCHITECT AND MAY NOT BE REPRODUCED, EITHER JIN PART OR WHOLLY, INANY MANNER SIWMOUT `VHt EXPRESS WRITTEN pan=— ON OF j TERRyDL S, ARCHmm THE , CONTRACTOR SHALL VMtWy ALL DIMENSIONS CONTAjM WITHIN THIS SET OF DOCUUNNTS M SHALL REPORT ANY "ISCREPAMCM To THE AROMCT MR IMMIATE RESOLUTION, J 'Terry Dismukes architect PLANNING ARCHITECTURE INTERIORS CV) iYi C) 4: Cv 0 Cv Cv Cv 0 Tfn 0 1AIN CA# ECT / t'j", DRAWN IJTI:> CHECKED DATE Zo 44. 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