FLS2003-09048 (2)
FLS2003-09048
3267 LANDMARK DR
CURCI, TIM & JENNIFER
PLANNER OF RECORD: JVS
ATLAS # 190A
ZONING: LDR
LAND USE: RS
RECEIVED: 09/25/2003
INCOMPLETE:
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PHOTOS:
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SITE PLAN APPROVED
CASE # \= L5 'U>b ~- eft b<t- ~
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DRC DATE 0.) ~8a U{)/30/o~
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SIGNATURE ~
DATE 01
GENERAL NO'rES / SPECIFICATIONS
I. 6-ENEAAL F<EQUIREHENTS
A. ALL Y'lORK COHPLIES> TO TI.t: I=LORIOA evlLDINeS CCl..E r.">c 2001, Y'lITH Y'l1l:D LOADS OF 190 HPH.
! t);';FORi.: FINAL DRAY'll NeSS AND SPE:CIFICA,TION5 AR;: I::;':~ ~D FOR CON5iR.UCTION THE:Y SHALL 6E
5U6HITTE:D TO ALL GOVERN IN", A6EN,~.lc5 TO IN!:..VG:.E THL:R. C-OHPLIANCE Y'lITH ALL APPLICA6LE:
LOCAL AND NATIONAL CODES, IF DI~,.:REPANCIES IN Or. ,Wlt-..~S AND/OR SPE:C-IFICATIONS
APPEAR, THE ARCHITECT SHAl-L BE', riFlEr, )~~ ~_' , ;:-,5C.REPANCIES IN Y'iRITIN60 6Y CONTRACTOR
OR Ellill.DING OFFIC.IAL, f-ND ALLOi"IL,/ TC r'o.,':~ ,. . \IN.!>:, A:~D SPECIFiCATIONS TO COMPLY
Y'iITH eSOVERNINeS CODES oc"'ORE C.CNSTRl..C Th:.h ,:...'~""S.
2. IF CODE: DISC-REPANC.IES ARE DI5'-OvCREO 1..'l,..k.IN.; THE: ~CI ;"1 r"'v;;:nON PROCE:SS, ARCHITECT SHALL
6E NOTIFIED AND ALLOV'lED AHP!_;': TIHE TO REt'iE:DY SAID DI:::.CRCPANCIES,
9. ALL Y'lORK PE:RFORHE:D SHALL CONF'C~M WITH ALL APPLIC.AElLE LOCAL, STATE AND NATIONAL
6UILDINeS CODE:S, ORDINANCE: AND REGULATIONS AND ALL OTHER. AUTHORITIES HAVINeS
JJRISDIC TION.
6. ALL el!6CONTRACTORS. 5lJPPLlERS AND FAElRICATORS SHALL BE RESPONSI6LE: FOR THE INTE:NT OF THE
DRAY'iINeSS, AND FOR THE Sl,'PPL Y AND DESleSN OF APPROPRIATE HATERIALS AND Y'iORK PERFORHANCE.
C, ALL HANUFACTURED ARTICLES, MATERIALS AND E:GlUIPME:NT SHALL 6E: APPLIED, INSTALLED, ERECTED,
Ll5ED. CLEANED AND CONDITIONED IN STRICT ACCCRDANCE Y'lITH HANLlFACTURER'S RECOH~1ENDATIONS
II, SITE Y'lORK
A. REHOVAL OF SOD AND OReSANIC 6EARINeS HATERIAL5.
B. SAFE SOIL 6EARING PRESSURE AS5VHED AT :2000 PSF.
C. PERFORM EXCAVA,TION. ACCORDINeS TO eSOOD COHHON c.oNST1<JJCTION PRACTICES, TO THE LINES.
AND E:LEVATIONS INDICATED ON THE DRAY'iIN60.
D, PROVIDE CONSISTENT COHPACTING OF FILL AND 6ACK FILL HATERIAL.
E, PROVlel;'; SOIL POISONINeS TO CONTROL TERMITES AS REQUIRED 6Y GOVERNING CODES.
III, CONCRETE
.10" UNLE5S OTHERY'lISE NOTED. ALL SLAElS ON GRADE SHALL 6E: 9000 PSi MINIHUH, 4" THICK,
REINFORCED Y'iITH 6X6-Y'i1.4X1"lI.4Y'1Y'1H. AND PLACED OVER 4' (MINIHlJH) COMPACTED SAND OR
6-RAYEL FILL. INSTALL DOU6L~ LAYER V'lELDED Y'iIRE MESH (Y'IY'IH) AT PERIHETER OF HONOLlTHIC
FOOTIN6- TO 9'-0' IN FROH FOOTING EDeSE. INTERIOR SLAElS SHALL 6E PLACED OVER 6 HIL
STA61LIZED POL Y:;THYLENE VAPOR 6ARRIE:R.
6. CONCR.ETE 6EAHS AND TIE BEAHS SHALL 6E tvllNIHlJH 9000 PSI CONCRETE
IV, HASONRY
A. PROYIC'E HOLLOri LOAD-6EARIN6 CONCRETE HASONRY UNITS (CHU) COHPL YINeS Y'lITH A5T1-1 "''10.
eSRADE N, TYFE I.
6. REINFORCEHENT SHALL COHPL Y Y'iITH THE FOLLOY'iINiS AS HINIHlJHS.
I. 6ARS, AST1-1 A615, eSRADE 60, DE:FOR.HJ::D 6ARS. STIRRUPS eSRADE 40.
2. Y'iIRE JOINTS REINFORCEME:NT, ASTH Ae2, GALVANIZE:D.
C, PROVIDE HORTAR TYPE'S" IN ACCORDANCE Y'iITH ASTM C:2iO.
D. PROVIDE 6oROUT IN ACCORDANCE Y'iITH ASTH C4if>. HINIHUM COHPRESSIVE STREN6-TH SHALL 6E
9000 p&1 UNLESS OTHERY'lISE NOTED, APPROX, I PART CEHENT AND 9 PARTS SAND.
5 ROl.l6H HARD~ARE,
Q, STEEL ITE~, COHFLY !'lITH ASn-1 A1 OR ASn-1 A9b;l.'SE GALVANIZED OR STAINLESS STEEL AT
EXTERIOR LOCATIONS.
VIII. HISCELLANEOI.IS
A, DO NOT SCALE DRAY'lIN6S; l'lHERf: DI5CREPANC-IES 6ETl"lEE;N DIMENSIONS A"V S<..KLE: OC.CoIJK. DIt-iEN",:ONS
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DATE
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