36485 Well Hill Way - Laserfiche WebLink

Browse Search

I II In lil I' f_ WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w C CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ♦ •, r , **Alternate: The bars be reinf. shall ♦ ♦ Y �: cont. around corner by cold r , bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" 0 00 co 0 v 0 M J ss 2 STORY U.N.O. (V M v a) 0 co O co 0 25'-011 15'-0" 10'-0" 1'-4" 7'-411 114 n 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W. %L� �r I i I T-2" 5'-71 „ 61_211 I 61 10" AC PAD J 2 STTYP *ORY 2 -8 -4 w n \\ S6 U.N.O. I ■ \\ ■ ■ ■ ■ \\ — — — — — — — — — — — — — — — — — — — -- M I I \\ I S3 I ■ I \ �\ INDICATES FILLED CELL w/3000 PSI \\ CON . ROUT FROM FTR. TO BEAM HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I BASED ON �\ \\ TYPI L @ ALL PLACES SHOWN LOCATION \\ HOO qD G. DOWELS 17" \\ EMB DME T W/ 25" EXT. ABOVE SLAB ■ I \\ "GR D 40 STEEL" \\ 641 0 2'-6" 4'-2111 I r — — — n \ I.. [--------� I II \ � � ■ I II \ � I 00 T II 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. I I I \ \\ i ■ TYP. @ I I 100 \\ I 2 STORY ■ I I O 0'-0" EL J - FIN CONC. SIB S6 1 3-1/2" MIN. 3000 PSI I I I CONC. SLAB FOR I I N PLUMBING \ - I �ALT� ■ I HERNANDO COUN N STACK AC PAD ONLY 3-1/2" MIN. 250 PSI CONC. SLAB OV 6 MIL VISQUEEN VAPOR BARRIER ■ V N �• ��• -PEM TYP. @ SINGLE STORY A S3 0 EO 51 An ■ TY II —■ �� 0 U F L — — ER L_=_J STUB UP TO — C.J. I — 2ND FLOOR ■ FOR A/C 2'-6" x 2'-6" x o STUB UP TO 1'4' W/ (3) ' r- 2ND FLOOR #5's E.W. I FOR A/C ■ /y ---- 9'--81 K C o W.H W S 53 S3 I �3 1 /2" 2 O IY BUILDER O 1 3'-8'I Q p PROVIDE E U J APPLIANCE z z l > m IP OF CONC./ PROTECTION a i a VERTOBE4" WHEN REQUIRED U Q ■ ;LOW FIN. FLR. I PER FBC U � W > W I I 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ��r'�i t116 `yCi. Uj I.I-tttt��ti� To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z �� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. I I I \ \\ i ■ TYP. @ I I 100 \\ I 2 STORY ■ I I O 0'-0" EL J - FIN CONC. SIB S6 1 3-1/2" MIN. 3000 PSI I I I CONC. SLAB FOR I I N PLUMBING \ - I �ALT� ■ I HERNANDO COUN N STACK AC PAD ONLY 3-1/2" MIN. 250 PSI CONC. SLAB OV 6 MIL VISQUEEN VAPOR BARRIER ■ V N �• ��• -PEM TYP. @ SINGLE STORY A S3 0 EO 51 An ■ TY II —■ �� 0 U F L — — ER L_=_J STUB UP TO — C.J. I — 2ND FLOOR ■ FOR A/C 2'-6" x 2'-6" x o STUB UP TO 1'4' W/ (3) ' r- 2ND FLOOR #5's E.W. I FOR A/C ■ /y ---- 9'--81 K C o W.H W S 53 S3 I �3 1 /2" 2 O IY BUILDER O 1 3'-8'I Q p PROVIDE E U J APPLIANCE z z l > m IP OF CONC./ PROTECTION a i a VERTOBE4" WHEN REQUIRED U Q ■ ;LOW FIN. FLR. I PER FBC U � W > W I I 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ��r'�i t116 `yCi. Uj I.I-tttt��ti� To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z �� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5 2'-6" x 2'-6" x V-0" - W/ (3) #5's E.W. C.J. — (2) #5 VERTICALS I A in W/IN FILLED CELL 2 -6 x 2 -6 x 1-0 S3 W/ (3) #5's E.W. J I S3 TB CD I I — — — — — — — — — — — — — — — — M 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 11_6" 16'-0" 25'-0" 00 v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE I- FOR WIDTH 00 CO 00 to 0 1 M l0 v 0 F_ Z O O N ILL O Z H' O O NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: Y4'=1'-0" !�Vrim. co©O NLA- d�3 cc Wd=a T N Ga = E a � 0 P'0 `K/�f ��r'�i t116 `yCi. Uj I.I-tttt��ti� To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE a o m 8 CD N V N 6 C 0 J Ind # LL LL di L M V a In LL LL D_ ZJ Z �� z�0o t mCS o m N(D m J O WZ �On'R°' d Z N y . O U ❑❑❑ILZ wN W QD C z N 8 z a v J d " U) N Cl) vy z (1) (D o +, u 0 w s V) Ly N U ® L.LJ F— L U • Q OD o z w Z M Z Z M p Q �o a _ w p z® E V = oa ro T,I Do Z o E oa O< 0 ao w? _� <o �z om� s� m N O Q W J a ° �z U.) 3 0 W 0 wLL �w m .069 NLL IIIIIIIIII� Z 0 o wa ;o M I d � za °c _ Liz 0 rn c� �r M LO L^ T T Q Co N 4-d m O �, o M 0000 N T r Q � ai M M o r0 7 tl) LO Z o z E T '" r` E c tl U J Q I] •--I JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 5