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HomeMy Public PortalAboutROSEWOOD AVE_6 3OF3.pdf8o CONC. WRAPPED FABRIC CURB INLET FILTER --(Sd2--P WT To SCALE CURSING M CONSTRUCTION EXIT CO NOT TO SCALE OWNER/DEVELOPER: BART ROWLEY III 24-HOUR CONTACT: JEFF CRAMER: (9 1 2) 785-7945 CONSTRUCTION TIME: 6--8 MONTHS DISTURBED LAND: APPROXIMATELY O.1 65 acres "I certify that the permittee Is ES&PC pian provides for an appropriate and comprehensive system of BMPs requiredby the GWQCA and the "Manual for Erosion and Sediment Control in Georgia", provides for the sampling of the receiving water(s) or the sampling of the storm water outfalls and that the designed system of BMPs & sampling meet the requirements contained in the general NPDES Permit No. GAR 100002 "I certify under penalty of law that this ES&PC plan was prepared after a visit to the site by myself or one of my employees under my direct supervision." Ashley D. Mosleyy, P.E. GSWCC C:ertificatior� No. 60013 6' MAX. O.C. NOTE: USE 22" D.O.T. APPROVED FABRIC USE TS POSTS TO BE DRIVEN -IN, OD OR STEEL$ NOT EXCAVATED FRONT VIEW SILT FENCE --- TYPE B Sd1-8 NOT TO SCALE NS Ds2 TEMPORARY SEEDING SIDE VIEW LIME AND FERTILIZER AGRICULTURAL LIME IS REQUIRED UNLESS SOIL TESTS INDICATE OTHERWISE. APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE. GRADED AREAS REQUIRE LIME APPLICATION. SOILS CAN BE TESTED TO DETERMINE IF FERTILIZER IS NEEDED. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED. FOR SOILS NTH VERY LOW FERTILITY, 500 TO 700 POUNDS OF 10-10-10 FERTILIZER OR THE EQUIVALENT PER ACRE (12--16 LBS./1,000 SF) SHALL BE APPLIED. FERTILIZER SHOULD BE APPLIED BEFORE LAND PREPARATION AND INCORPORATED WITH A DISK, RIPPER OR CHISEL. MULCHING TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF MULCH. MULCH WITHOUT SEEDING SHOULD BE CONSIDERED FOR SHORT TERM PROTECTION. as3 PERMANENT SEEDING LIME AND _FERTILIZER AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE. GRADED AREAS REQUIRE LIME APPLICATION. AGRICULTURAL LIME SPREAD BY HYDRAULIC SEEDING EQUIPMENT SHALL BE FINELY GROUND LIMESTONE. INITIAL FERTILIZATION, NITROGEN, TOPDRESSING, AND MAINTENANCE FERTILIZER REQUIREMENTS FOR EACH SPECIES OR COMBINATION OF SPECIES ARE LISTED IN TABLE 6-5.1. MULCHING MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION APPLICATIONS. "MULCH APPLIED TO SEEDED AREAS SHALL ACHIEVE 757. SOIL COVER. SELECT THE MULCHING MATERIAL FROM THE FOLLOWING: Ds4 SODDING LIME ANQ FERTILIZER AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE. TYPE OF MULCH APPLICATION RATE DRY STRAW - 2 TONS/ACRE DRY HAY 2 1/2 TONS/ACRE WOOD CELLULOSE MULCH OR WOOD PULP FIBER 500 LBS/ACRE WOOD CELLULOSE OR WOOD PULP FIBER FOR SLOPES 3Z4:1 OR STEEPER 1,000 LBS/ACRE SERICEA LESPEDEZA HAY 3 TONS/ACRE PINE STRAW OR PINE BARK 3 INCHES THICK MULCH TO BE APPLIED PER "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", FIFTH EDITION. TASKS MONTHS 1 3 4 5 6 7 8 INSTALL EROSION CONTROL UTILITY CONSTRUCTION TEMPORARY VEGETATION PERMANENT VEGETATION REMOVE TEMPORARY MEASURES 77 - PROJECT DESCRIPTION: Project is 0.30 acres occuring in a residential area, and includes the construction of a single family unit in the R1 distict of Tybee Island. When possible, existing drainage facilities are utilized and drainage flow paths generally follow the existing topography. EROSION CONTROL NOTES: 1. DISTURBED AREAS SHALL BE STABILIZED BY GRASSING AND MULCHING. 2. EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE EMPLOYED BY THE CONTRACTOR WHERE DETERMINED NECESSARY BY LOCAL AUTHORITIES OR THE ENGINEER BASED UPON ACTUAL SITE CONDITIONS. 3. EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE DRAWINGS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE DRAINAGE PATTERNS SHOWN ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 4. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE, AS MINIMUM, IN CONFORMANCE NTH THE LATEST REVISION OF THE "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA." 5. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. 6. IF FINES OR PENALTIES ARE LEVIED AGAINST THE PROPERTY OR THE PROPERTY OWNER BECAUSE OF A LACK OF EROSION OR SEDIMENTATION CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF SUCH FINES OR PENALTIES, OR THE COST OF SUCH FINES OR PENALTIES SHALL BE DEDUCTED FROM THE CONTRACT AMOUNT 7. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM 'VEHICLE OR SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY. 8. PRIOR TO COMMENCING LAND DISTURBING ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STADES, RIBBONS OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO DISTURBANCE ACTIVITY SHALL OCCUR OUTSIDE THE LIMITS INDICATED ON THE DRAWINGS. 9. CONSTRUCTION OF THE SITE WILL BEGIN WITH INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL MEASURES WILL BE MAINTAINED UNTIL ALL UPSTREAM DISTURBED GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/PARKING HAVE BEEN PAVED. 10. CONTRACTOR SHALL INSPECT AND REPAIR EROSION CONTROL MEASURES AT LEAST WEEKLY AND PRIOR TO EACH ANTICIPATED RAINFALL. 11. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT FROM SEDIMENT BARRIERS AND CHECK DAMS WHICH BECOME SILTED ABOVE ONE-HALF OF THEIR ORIGINAL HEIGHT. 12. ALL AREAS TO BE PAVED SHALL BE STABILIZED WITH BASE MATERIAL AS SOON AS PRACTICAL. TEMPORARY OR PERMANENT VEGETATIVE STABILIZATION SHALL BE PROVIDED IMMEDIATELY AFTER REACHING FINAL GRADE FOR ALL AREAS NOT TO BE PAVED. 13. NON --EXEMPT ACTIVITIES SHALL NOT DE CONDUCTED V41THIN THE 25 UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WATERSHED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIENCES AND PERMITS. 14. TEMPORARY MULCHING SHALL BE -PROVIDED TO DISTURBED AREAS NOT TO RECEIVE PERMANENT STABILIZATION WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION IN 15. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE, THE CONTRACTOR SHALL NOT DEPOSIT ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. IN THE DRAINAGE COURSE OR ASSOCIATED FLOODPLAIN. 16. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 17. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 18. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY SECTION 404 PERMIT. THERE EXISTS NO STATE WATERS WITH 200' OF PROJECT. 19. PLAN DESIGNER HAS VISITED THE PROJECT SITE PRIOR TO THE DESIGN OF THE E&SC PLANS AND PLAN DESIGNER WILL VISIT PROJECT SITE TO INSPECT BMP'S WITHIN 7 DAYS AFTER INITIAL CONSTRUCTION BEGINS (FOR PROJECTS GREATER THAN ONE ACRE). 20. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 21. THE ENTIRE PROJECT CONSISTS OF THE DEVELOPMENT OF 1 SINGLE FAMILY LOT. ALL CONSTRUCTION ACTIVITIES AND EROSION CONTROL MEASURES SHALL BE CONDUCTED WITHIN LIMITS OF DESIGNATED AREAS. 22. DOUBLE WALLED, TYPE C SILT FENCE SHALL BE USED 100' WITHIN DESIGNATED WETLANDS. 23. THE ATLANTIC OCEAN IS IDENTIFIED AS A POSSIBLE RECIEVING WATER ON THIS PROJECT. CONTRACTOR SHALL MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES TO ENSURE THAT THERE ARE NO IMPACTS TO THIS BODY OR ADJACENT AREAS WHICH MAY BE AFFECTED BY STORM WATER RUNOFF. 24. DISTURBED AREA WILL BE RESTRICTED TO 5' EITHER SIDE OF NEW CONSTRUCTION. 25. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE SIGNIFICANT EFFECT ON BMP is WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 26. THIS ES&PC PLAN IS IN COMPLIANCE WITH WASTE DISPOSAL„ SANITARY SEWER, AND SEPTIC TANK REGULATIONS. 27. ALL STORMWATER SAMPLES TAKEN SHALL BE GRAB SAMPLES AND THE ANALYSIS OF THESE SAMPLES MUST BE CONDUCTED IN ACCORDANCE WITH 40 CFR, PART 136. UTILITIES PROTECTION CENTER DAIL 811 Is p%IITECr,Q* c •r � r+o rM, L (A c L E. IN 8 0 toy' fl- rn 5 ;;A IM 8_.TiOSEift DATE 0112416 71 a t a i 4 X18'6 GONG fid �t tiD� t}? �Ttll1'S I I wl I I 1 ! 40 w I »» I I N i I I I LO !— — ! — — ---__— i -- — —b,-- -- ,�------� --_-------� 11 I I I I I II I I I I 1 --1i-1- I I 1 1 I i I ! 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OF 00 — — , I I No interior finishes, walls designed I i _ I I to allow entry and exit of water,! o I II wl I I mechanical squipni Only p i I I limited storage and building acCeSS I i !I below BFE. f I -i-- I ! -----' - -tj i - I--- ; ------ I80� I IF—� LL i i CAMP o 16% Gtr hD w I I i , I It 1 1 t I I 1 l I ---------- ------ I I 1 I Ii I I 4' xl8"x5` GONGI'fT SLtI�� hl" 5T'tU '� --4---1 r------- I I ,---Il•_ r--_----, II 1 1I F-1 i I I I I 1 1 I r- -! __ I I I I q— I i 4'» i 1 i MEND 8% C 05 1 1 -p 1 I ' CLEAR I III I L_ _ _b 4 cc I 11'-2» r--; -+, r- -- CLEAR ------, _4 _________ ______ __�- ��------- _ 4-_ It { ( I I I �I. I-----!----�-------I'---------=--------- -- _ -a---- ---- ---------I--- L_ ____J L_ ____J • L_ J ®t Special Mood Hazard Zones 2*—6" I I I t J Finished floor elevation 1 foot F— •� .• •N i i *I minimum above BFE. No interior finishes, walls designed to allow L— ___J 1____ _ entry and exit of water, no mechanical 1 FOUNDATION PLAN A equipment, only parking, limited SS + @ SCALE: 1/4"-1'-O' T_A" 2" F"Il'ST and !wilding access 8FE. PIER BEYOND SLAB ELEVATION 8.6 8" CMU, GROUT SOLID JF, BARS VERTICAL @ 16' O.C. No. 5 BARS C 16' O.0 3 No, 5 BARS CONT ALL BARS TO HAVE 3" CLEARANCE OF GRADE PIER BEYOND COMPACT ALL FILL TO 95% STANDARD PROCTOR I Il BaC 5 L PIER BEYOND ppb FR$TSIN. NaTH�UCY l�A SOLID "L" BLOCK l2` -1p„ IRON SOLID cu VEINS c/�FIK BUILD UP CONCRETE AT HOLLOW U BLOCK 12x4 BREAKAWAY WALL HOLLOW U BLOCK ROUT SOLID 6" MIN. CONCRETE SLAB, 3000 PSI TIN. LOWERED SLAB ELEVATION - ' a 6.6 a . `0 �. No. 5 BARS @ 16" O.C. W 4 • A ! s• a I > co �• �' 3 No, 5 BARS CUNT. ALL BARS TO HAVE 3" (")�"� CLEARANCE OF GRADE � i 3 1X�" 2, WATERPROOF FABRIC 5 2' WRAP AROUND DROPPED CARPORT 0 SECTION THRU RECESSED FLOOR SCALE 3/4'=1`0" 3/4x3,5°-4 2x12 FACIA'•/ BOARD P.T. 2X12s CUNT @N ASHCOLUBLOCK--/ :r:� U aW ' El Z o 0 o W .8" COLUMN 5/8° THREADED ROD SLOPE DECK V PER 10' r--(3) P.T. 2x12 P.T. 2x10s @ 16" O.C. d16 4 a 2x PT. TOP PLATE Ir q C1) SIMPSON STRONG TIE PA51Z, EMBEDDED II I q INTO CONCRETE 36" REMAINDER WRAPED I AROUND TOP OF PORCH, NAILED Ij 8Ij Ip w/ TRIPPLE DIPPED GALV. NAILS u • n 4 No. 8 REINF . BARS VERTICAL RC SECT 8403.1 AW CC @� =. BOLTSNCHOR A100 30W0 BOLTS SHALL BE 10 INCHES LOING, $18 InCH IN DIAMETER WITH A 3X3 INCH WASHER lie INCH THt4K AND REQUIRED NUT LOCATED WITHIN 12 INCISES OF CORNERS AND 15 To 48NMcN No. 3 COLLAR 2 16" D.C. -ell an Ila • 16'x16" CMU, GROUT SOLID 16"x16' C 11 1" HARD TABBY STUCCO 1" HAP Ila 4 No. 8 REINF B No. S COLLAR@ 16" O.C. 3' GRADE II' a ' :� " GRADE ..n ; . •. w.. I EEAI M I I I I� „ I IE�l �IIIII'--- 4.n.• -0•I' II I 47111 II At 3" TYP, II 1=3 1/2;, .4 II IFS III 3, �I 111 I I =&V=��= = ° IIS I No. 3 COLLAR @ 16" GRADE No, 5 REINF �S EACH WAY TO HAVE 3° NCE OF GRAD IRC SECT: R-40-3 FOOTINGS AND I C 600 SECT: 203 AND MINIMUM FOOITI-I�G 2- MDER O, 305 IDE OF STEM WALL WITH TWO N0. E5 CRESAR. THE BOTTOM' OF FOOTING MUST BE A MfNIMi MAr BELOW F'j' iL G RAM 'j - ii ALL CONSTRUCTION MUST CDk"iI`ILY V�1IT"t� THE ICC 600 AI4D TI'•IE Ie �N� go T'110 � ION F D STATE OFLY ING C1EORCIA�S 4 Na 5 REINF BARS EACH WAY ALL. BARS TO HAVE 3' CLEARANCE OF GRADE PORCH PER DETAIL SCALE 3/4"-1'-0" 12"x12" CMU, GROUT SOLID 4 No, 5 REINF . BARS VERTICAL i" HARD TABBY STUCCO C� 12" PIER AT STEPS SCALE: 3/4'=1'-0' 4 No, BARS EA( ALL BARS TO H CLEARANCE O SCALE: 314'_1'-0" r-M—A —n— MI 4 TURN DOWN AT GARAGE DOORS SCALE; N.T.S, 32'-6» ° » r- ----� r------r------i_ i r---------r-------r— Fi— 2 ----------------T----_--,-----_—__-= • ' a1- I t I 1 I _+__.. __ — -- — — I q v. 1 1 d —r---rt— t---------------- I --t— �I •• L� _ _J L_ _..._ L_� ytf}� �f/ fAC!f/ WA s u __-- ll -2 1 1 I I I CLEAR 1 w I r°-tJ" 8" t Lt�GK W/tLL I I Al SND O I..OWf 5D G PPOPI" t I I +CLEAR i „ I 1 » p r------i`- I 1 1 1 ( ❑ ! I 1 !I 1 I I r , I -i i1 _' --J L ------J L_ -I - -r' L1�7''��t � = - L -------I I _ ■�..r�..rrrrtr.rrrrerrr�r.rr�.r�••��rrrr�rr .••err . r•wirr•�•rrrw,rrrrrrr■ rr��r•r�r ■���.• • Pf d 71 a t a i 4 X18'6 GONG fid �t tiD� t}? �Ttll1'S I I wl I I 1 ! 40 w I »» I I N i I I I LO !— — ! — — ---__— i -- — —b,-- -- ,�------� --_-------� 11 I I I I I II I I I I 1 --1i-1- I I 1 1 I i I ! I I I I 1 I , 1 1 I II I I I t L�_.1.._J L______J L_J _U r L_ I L ----- J 1 , I°'I�L I I I I i c 1 1 l , r i 1 I _ rr I-'- r -------I r --I - -, r•i--- r-- --- --- -! tl F-1 I I I II 11 I I I I I II 1 1 ( I I 1 I L __J r L __ __J L_..I _ _ Uj 8» RETIA NI qG WALL 0'-18» I r Ld I I I MMD 87- GPA I -I -A --- I I I II I— I l I- I I I i I .•---1-I--i � I I i I I I J L___—_—J I I Floo8 hazard zone A. OF 00 — — , I I No interior finishes, walls designed I i _ I I to allow entry and exit of water,! o I II wl I I mechanical squipni Only p i I I limited storage and building acCeSS I i !I below BFE. f I -i-- I ! -----' - -tj i - I--- ; ------ I80� I IF—� LL i i CAMP o 16% Gtr hD w I I i , I It 1 1 t I I 1 l I ---------- ------ I I 1 I Ii I I 4' xl8"x5` GONGI'fT SLtI�� hl" 5T'tU '� --4---1 r------- I I ,---Il•_ r--_----, II 1 1I F-1 i I I I I 1 1 I r- -! __ I I I I q— I i 4'» i 1 i MEND 8% C 05 1 1 -p 1 I ' CLEAR I III I L_ _ _b 4 cc I 11'-2» r--; -+, r- -- CLEAR ------, _4 _________ ______ __�- ��------- _ 4-_ It { ( I I I �I. I-----!----�-------I'---------=--------- -- _ -a---- ---- ---------I--- L_ ____J L_ ____J • L_ J ®t Special Mood Hazard Zones 2*—6" I I I t J Finished floor elevation 1 foot F— •� .• •N i i *I minimum above BFE. No interior finishes, walls designed to allow L— ___J 1____ _ entry and exit of water, no mechanical 1 FOUNDATION PLAN A equipment, only parking, limited SS + @ SCALE: 1/4"-1'-O' T_A" 2" F"Il'ST and !wilding access 8FE. PIER BEYOND SLAB ELEVATION 8.6 8" CMU, GROUT SOLID JF, BARS VERTICAL @ 16' O.C. No. 5 BARS C 16' O.0 3 No, 5 BARS CONT ALL BARS TO HAVE 3" CLEARANCE OF GRADE PIER BEYOND COMPACT ALL FILL TO 95% STANDARD PROCTOR I Il BaC 5 L PIER BEYOND ppb FR$TSIN. NaTH�UCY l�A SOLID "L" BLOCK l2` -1p„ IRON SOLID cu VEINS c/�FIK BUILD UP CONCRETE AT HOLLOW U BLOCK 12x4 BREAKAWAY WALL HOLLOW U BLOCK ROUT SOLID 6" MIN. CONCRETE SLAB, 3000 PSI TIN. LOWERED SLAB ELEVATION - ' a 6.6 a . `0 �. No. 5 BARS @ 16" O.C. W 4 • A ! s• a I > co �• �' 3 No, 5 BARS CUNT. ALL BARS TO HAVE 3" (")�"� CLEARANCE OF GRADE � i 3 1X�" 2, WATERPROOF FABRIC 5 2' WRAP AROUND DROPPED CARPORT 0 SECTION THRU RECESSED FLOOR SCALE 3/4'=1`0" 3/4x3,5°-4 2x12 FACIA'•/ BOARD P.T. 2X12s CUNT @N ASHCOLUBLOCK--/ :r:� U aW ' El Z o 0 o W .8" COLUMN 5/8° THREADED ROD SLOPE DECK V PER 10' r--(3) P.T. 2x12 P.T. 2x10s @ 16" O.C. d16 4 a 2x PT. TOP PLATE Ir q C1) SIMPSON STRONG TIE PA51Z, EMBEDDED II I q INTO CONCRETE 36" REMAINDER WRAPED I AROUND TOP OF PORCH, NAILED Ij 8Ij Ip w/ TRIPPLE DIPPED GALV. NAILS u • n 4 No. 8 REINF . BARS VERTICAL RC SECT 8403.1 AW CC @� =. BOLTSNCHOR A100 30W0 BOLTS SHALL BE 10 INCHES LOING, $18 InCH IN DIAMETER WITH A 3X3 INCH WASHER lie INCH THt4K AND REQUIRED NUT LOCATED WITHIN 12 INCISES OF CORNERS AND 15 To 48NMcN No. 3 COLLAR 2 16" D.C. -ell an Ila • 16'x16" CMU, GROUT SOLID 16"x16' C 11 1" HARD TABBY STUCCO 1" HAP Ila 4 No. 8 REINF B No. S COLLAR@ 16" O.C. 3' GRADE II' a ' :� " GRADE ..n ; . •. w.. I EEAI M I I I I� „ I IE�l �IIIII'--- 4.n.• -0•I' II I 47111 II At 3" TYP, II 1=3 1/2;, .4 II IFS III 3, �I 111 I I =&V=��= = ° IIS I No. 3 COLLAR @ 16" GRADE No, 5 REINF �S EACH WAY TO HAVE 3° NCE OF GRAD IRC SECT: R-40-3 FOOTINGS AND I C 600 SECT: 203 AND MINIMUM FOOITI-I�G 2- MDER O, 305 IDE OF STEM WALL WITH TWO N0. E5 CRESAR. THE BOTTOM' OF FOOTING MUST BE A MfNIMi MAr BELOW F'j' iL G RAM 'j - ii ALL CONSTRUCTION MUST CDk"iI`ILY V�1IT"t� THE ICC 600 AI4D TI'•IE Ie �N� go T'110 � ION F D STATE OFLY ING C1EORCIA�S 4 Na 5 REINF BARS EACH WAY ALL. BARS TO HAVE 3' CLEARANCE OF GRADE PORCH PER DETAIL SCALE 3/4"-1'-0" 12"x12" CMU, GROUT SOLID 4 No, 5 REINF . BARS VERTICAL i" HARD TABBY STUCCO C� 12" PIER AT STEPS SCALE: 3/4'=1'-0' 4 No, BARS EA( ALL BARS TO H CLEARANCE O SCALE: 314'_1'-0" r-M—A —n— MI 4 TURN DOWN AT GARAGE DOORS SCALE; N.T.S, AFOUND PfP1ME7 ,ffP GONT , 2 g,_6„ C ELEVATOR PIT SCALE: 3/4"=1'-0° MRONOLITHIC SLAB ON GRADE IRC SECT. R403 AND ICC 600 TABLE 305 (3). MINIMUM FOOTING THICKNESS 20' AND.W- 24" WIDE WITH 2 FT REPR 4 1 —6rrL. V•APOP PAPP1ff UrIMMIM DT: VVn CHECKED BY: DATE: 1/20/16 SCALE: AS NOTED PROJECT# PE T -S T F� 1i let • ' g !® a •a t •.v q v. •• o i• •' • •�Q.S a a, • ,--, ytf}� �f/ fAC!f/ WA „ M N1 AFOUND PfP1ME7 ,ffP GONT , 2 g,_6„ C ELEVATOR PIT SCALE: 3/4"=1'-0° MRONOLITHIC SLAB ON GRADE IRC SECT. R403 AND ICC 600 TABLE 305 (3). MINIMUM FOOTING THICKNESS 20' AND.W- 24" WIDE WITH 2 FT REPR 4 1 —6rrL. V•APOP PAPP1ff UrIMMIM DT: VVn CHECKED BY: DATE: 1/20/16 SCALE: AS NOTED PROJECT# PE T -S T F� 1i A46�m� Smart VENT 877- 441- 8368 www.smartvent,com DETAIL DIAGRAM MODEL 1540-570 14.5" WOOD WALL INSULATED 2�v i -.A1 1_L� �L— r-- 14 1 / F" R/0' 8 8/4 R/( -Ir, L R -UGH rl:>FNINF,, -)TA ;RAM DESIGNED TO -IT BETWEEN 2 B1 WOOD STLDS INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877-441-8368 MODEL 1540-570 www.smartvent.com 14.5" WOOD WALL INSULATED INSTALLATIONINSTRUCTIONS (SEE DIAGRAM ON BACK PAGE I OF 2) REV. 5-15 09 1. For each vent cut a CLEAN, SQUARE, and LEVEL 141/2"x 8 3/4" opening in the outside sheathing. Ensure that the bottom of the opening is no more than 12" above the outside final grade. 2. Remove Vent door from Vent frame. (turn upside down, rotate bottom of door outward and slide out of frame slots) 3. Position the vent flame in the opening with SERIAL NUMBER LABEL on the BOTTOM and ensure that it is square and level. Apply a small bead of polyurethane adhesive behind the vent front frame as shown in the diagram. 4. Use 4 each flathead stainless steel screws to secure the frame through the sheathing and into the structural member. NOTE: This model does not contain straps. S. Install the door by inserting the side pins into the tracks at the sides of the vent flame. Ensure the black float pins are facing downward. b. Let the bottom o£the Vent door go so that it rotates down into the Vent frame. Check that Vent door is latched on both sides. 7. To open the door insert 2 credit cards into the float slots as shown in the diagram. $. The outside flange and screws can be covered with "1" channel or any surface treatment hike brick or stone. Use CAUTION do not apply any covering that will impede the movement of the vent door in any direction. DETA _ SPT -ICA ON': VA.I-YA SIA\ 51-- t)--�T.I O\: A.,IOVAI C \O\ =ON-�- ; N.::I VAI O\ 'A : U'-<A.I O\ VENT PrMAIN`_ C_OSED AND LOC KEC U\ L A. - IAT -D NS-ALLAT10\: HC—IRED W/ STAIN ESS S-==_ FLATFEA� SCREAS NOIh: IRIS VOCFI IHIFS V01 CM AIN SIR^RS h (. NOSIAIIC RLLU: 2CC SC. Ft Fcr \'^lt RE^!kJRElTl\—: b11\lH1„V OF 2 VENT; 'Et E\C_OSE6 AREA V O\ �)==OS I- 0< A.:JPS:-\1 %A. CY"N5: 51ANLtS: GIEu- (sm,4w -tJ; X-i TF, A-ir,\T, 'RW-, AND R ACK ,PVA lAB1-) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, & ASCE SUPPORTIVE DOCUMENTS, TB 1-08,44CFR 60.3(CXA ASCE 24-03 ICC EVALUATION # ESR -20T4 C FLOOD VENT DETAIL SCALE: N.T.S. P,77, 2X4 NAILEP PEAKAWAY 2X4 -12-d 6/41—V, NAILS IN 7 -op of::� PfAKAWAI NAILEP 1:'��kE11 /KAWAY 2X4 V icf =AKAWAY P,7 , 2X4 2d GAL. -V, NMC.-� AT 007`7 OM !�KPfAKA/VA/ NAIL EP (� BREAKAWAY WALL SCALE 3/4"=1'-0' px oz vp .01 6��a oQSeaQ qb �o. (CSV Sct�¢ 0 equipment, any panting, tlmimu r ww�wrww�rrww�w•wrrrrrrr www�ww� 0) GROUND FLOOR PLAN SCALE: 1/4"=1'-0" 1820 S.E. Llnr%vvlm 0 T : CHECKED BY: DATE: SCALE: AS NOTED PROJECT# PERMITSET A� 1) N v awwwr wrrw�r■�aaa-w.aa aa�wwwr�wrrr�wr r ws_.1 01-fhlo 0,5Z r u r Ile 'C a MZN0 8x eg toe 36-X72 N .* r ww�wrww�rrww�w•wrrrrrrr www�ww� 0) GROUND FLOOR PLAN SCALE: 1/4"=1'-0" 1820 S.E. Llnr%vvlm 0 T : CHECKED BY: DATE: SCALE: AS NOTED PROJECT# PERMITSET A� 1) dt�k N40*,r (2 SECOND FLOOR PLAN SCALE: 114'=I' -D' HEATED & COOLED 1114 S.E. • 41. till mWl a lill I ime lit jjjr&q�=gjLtivlwj w, to MEN ui long mtwA when 99 comm WI -91 i '"m stays Enoygy cods ArnsMbnwti ALL CO"NSTRUCTIV114MUST Co`l;"'Ly VITH ICC COO AND THE !RG CNE AND ' FXAjq.y DWELLING CODE —EDI p&JD TATE OF GEOK05 BWWS urv-%vvN by: CHECKED BY: DATE: SCALE.-- AS NOTED - PROJECT# PERMIT SET A..2 #"I SOUTH ELEVATION SCALE: 3"i FT HEIGHT LIMIT �6sj,JUE ISLAND CODE SCALE 1/8'=1'-0" i3 height 34"48", walwng ora, than 30" above .quire 38' guardraML y f � AD Insulationg MW State Energy Code and State if'diii�rqla ii rR�CT30Ni�j'6€�CCOMPLY CNE A �v AND � 2-- eDITION '3ELLiNG CODE.. .... E 4F GEoRr,,4AAMENDMENT$ SPACE BELOW FLOOD ELEYAT►ON I.AE -Zonal Hydrostatic vents required to relieve water pressure in ernclosed space below flood elevation. 1 square inch of vent required for each 1 square foot of floor area. B,Ottom of vent must be wit In Opposite to toot of t %adE elevation. Vents must be Placed �� d hermit water tri flow. CHECKED BY: DATE: SCALE: AS NOTED PROJECT# PERMIT SET A�3j SIMPSON MTS12 HURRICANE STRAP EACH JOIST & RAFTER. 2x4 BLOCKING - 2x8 SUB -FASCIA 2 1/2'x3/4 - cokGr 25 LB. FELT 0, 2t YEAR SHINGLES 1/2'CDX PLYWOOD UH METAL ROOF 12 OW PER OWNER 3 0 �z 7s@l/5@163L 0! 7 � - 2Y03 P-30 SPRAYFOAM 3' WHITE ALUM.— 5/8- GYP.BD, CLILIN�7 EVE DRIP IXIQ HARDIE FASCIA SMOOTH WHITE ALUM. FASCIA WR CONT, HARDIE SOFFIT VENTED 5/4X6 (2) 2X6 TOP PLATE 2X4 BLOCKING P-19 BATT INSULATION 2x6 WD, FRAME W/2x4 HORIZ. PURLINS 12 4-0 .n,C- AF,F, —ADVANTECH OPEN WEB JOEST @16-11,C, ROOF FRAMING R-19. BATT INS, IRC SECT 802, ICC 600, SECT. 501 FOR WOOD ROOF FRAMING ALL HOLES IN HOLD DOWNS TO BE FILLED USING MANUFACTURERS NAfLS. R-19 BATT INSULATION EXTERIOR WALL FRAMING IRC SECT R-602.3 AND ICC 600 SECT 205.5 THE LENGTH OF SHEAR WALL NEEDED MUST BE DETEMVED BY THE HOME DESIGNER. MINIMUM THICKNESS :P (SHEATHING & ROOF DECKING) ZIP SHEATHING I M2 INCHES. 2x6 WD. FRAME W/2x6 HORIZ, PURLINS SMOOTH @ 4-0 .O.0 HARDIE SIDING -------- All IneWatlone MMA compiy With TM I Mate Enwy Code.. GO -BOLT and state of owgia Amendmwft ADVANTECH 6' OPEN WEB JOIST @16'0,C. EXTERIOR SHEAR MALLS ICC eOO SECT 205.5.3 Windows and doors shall not be 3-2XIE'S TYP-.installed new comers within 24 Inches. Double studs at each end. 2x FIT. TOP PLATE —,� /R-19, BATT INS. (1) SIMPSON STRONG TIE PA51Z, EMBEDDED I =<I ANCHOR WLn INTO CONCRETE 36' REMAINDER \A/RAPED I AM CC 6W SM 3WJAW.Vjj2 AROUND TOP OF PORCH, NAILED —5/8' GYP BOLTS SHALL BE 10 INCHES LONG, wl TRIPPLE DIPPED GALV. NAILS IN DIAAIET 5/8 INCH ER WITH A 3X3 INCH WASHER 5/8' C30 -BOLT J WH 7MCK AND REQUIRED NUT LOCATED IF) No. 3 COLLAR 2 16' O.C.O�C. WIT" 12 INCHES OF CORNERS AND 15 To -1 GN 16'x16' CMU, GROUT SOLID—/THE 04 ALL CONSTRUCTION MUST COMPLY WITH ICC 600 ACING THE CODEC IRONE AND TWO 4 No. 8 REINF . BARS VERTICAL EDITION I" HARD TABBY STUCCO FAMILY DWELLI 4' CON. SLAB REINF. AND STATE OF GEORMAMENDMENTS -A WITH WWF 6x6WI, 4xW1.4 GRADE .-A 19RAnF, '7i — It U. - 4 r OMPACT ALL FILL TO 95% STANDARD FOOTINGS PROCTOR —/APOR BARRIER IRC SM R403 AND ICC 6W SECT 2o3 AND 3os 4 6 MIL MINIMUM FOOTING 2" WIDER ON EACH SIDE AL - OF STEM WALL WITH TWO No, 5 RSR, 11 THE BOTTOM OF FOOTING MUST BE e jr A MtNIMUM4nELOW FINAL GRADE '4 3 4 No, 5 PEINF BARS EACH WAY ALL BARS TO HAVE 3' CLEARANCE OF GRADE ij( �2' TYPICAL WALL SECTION SCALE: 3/4'=I'-0' 12 �j Sect. 84731®7.8.1 ."IR D RA.0 & R-:1?. 10 ',,' Aro .AU Handralisp heigh,41, 334"48". walftKing swlacss more than 30" above grade e 35" guardraft. rad require FRONT ELEVATION SCALL: 114'=1'-0' Am— 12��-Cef -kc� CLA MN 19-' O,Ae enciosea space mow Tium em" tape. 1 wmalt ­­ w vent requfted for 00 1 square W Of #WT AMR. Bottom of vent must N within I tool of te rmAee elevation. Vents must De p4eved in *Po9ke Waft 10 permit ", ter to SOW, Q... REAR ELEVATION ,CALL: 1/4"=I'-0' UrIftVVIN DT: CHECKED BY: DATE: SCAEE: AS NOTE[) PROJECT# PERMIT SET A-4 L ----- J ------------------------- I I I I ----___-------__---- I I — I i 1 , I I , I 1 , I 1 , ! I , 1 of 71 I � I I , 1 I , 1 I , 1 I I ------------ r ------ '� I , I -------------------- -J 1 I 1 I N I I I 1 �I q Mi .!I 1 cr)l 1 I 1 I 1 I 1 1 1 1 t 1 ! I ! -------------------- ,_____________________* ,� I I I 1 I I 1 I 1 I I I I 1 I ! of cr)l I 1 I 1 I I 1 I I I ! I 1 ! t --------------------x— II -------------------_ CD LONG BUILDING SECTION SCALE; 1/4"=1'-0" I I - ----------- 12_-a7------------ SHORT BUILDING SECTION SCALE 1/4'=1'-0' JEFFREY A. CRAMER REPRODUCTION IN WHOLE OR IN PART IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION. DRAWINGS ARE THE PROPERTY OF DIVERSIFIED DESIGNS P.C. REVISIONS ■ --] I op W CL. LL C/)LL cl) z ao '5 'T ~ F) M O M co 00 d M o w .U ....■ woc� � QQ.Ou� N -j •0 W -0 ._.,. W Z UJ W 0 0 N N Q r r cm •- F- W C urif%VVM tsy: CHECKED BY: DATE: SCALE: TS NOTED PROJECT,# PERMIT SET A�■rr5 SWITCH p DIMMER 3 WAY �n 3 WAY DIMMER GARBAGE DISPOSAL 2 42" AFF I8" AFF ® FLOOR AFF 4 PLEX OUTLET WATERPROOF #W.P. GROUND GFI FAULT INTERRUPTER H TOP ACTIVATED K BY SWITCH SMOKE DETECTOR 0T ��THERMOSTAT •H�J}- JUNCTION BOX FAN/LIGHT COMBINATION ® TELEPHONE T TELEVISION D DOOR BELL ELECTRICAL LEGEND PENDENT LIGHT 24' LONG © FLUDRESENT FIXTURE I FLUORESCENT FIXTURE 2X4 CLG. MTD. FLUORESCENT FIXTURE 2 BULB UNLESS NOTED —0WALL MDT, i FIXTURE CLO. MDT. P FIXTURE WATER PROOF vrf PHOTO CELL WIRE FOR CEIL. MTD. FIXTURE CLG, MDT. —0— FIXTURE SPOTS ON SWITCH & MOTIONS C3 STEP LIGHTS 54' WIDE CEILING FAN w/LIGHT U.C. UNDER COUNTER © ELECTRICAL 0 PANEL. BOX '�.✓✓ ELECTRIC ME'i ER aw 220 V U.C. UNDER COUNTER © CHIME 0 RECESSED '�.✓✓ CLO. MTD, WATERPROOF FIXTURE HOSE BIB PENDENT CLO, MTD, Em In In IN -1 JEFFREY A. CRAMER REPRODUCTION IN WHOLE OR IN PART IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION. DRAWINGS ARE THE PROPERTY OF DIVERSIFIED DESIGNS P.C. REVISIONS o Ui CL LL (DU. Z c; N Ar r W M c C OW0 w o w �, Cid d uiZ 0 Lu ui Lu 'DRAWN BY: CHECKED BY: 0 PROJECT# PERMIT SET E-1