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09-267-0022 LD °6 w_ N LL_ o O I o% .NN Z w f I- L7 06 H Ljj N LL o O 1 OL �u Q w f T N 0 I N BLOCK UP 26 1/2" AS INDICATED (Approx. 9.6 SF) HORIZ. JOINT REINFORCING EVERY OTHER COURSE. EXTEND INTO - NEW "FC" EACH SIDE. REMOVE EXISTING 122 1/2" WIDE X 52" TALL WINDOW. - BLOCK IN CENTER 26 1/2" AS SHOWN. CUT DOWN 38" BELOW FOR NEW "K" DOORS AS INDICATED. 1 /400 =11 -0" ELEVATION (East) IF EXISTING FILLED CELLS OR PURED COLUMN ON SIDE TO REMAIN IS NOT FOUND, THEN ADD NEW FILLED CELL PER "FC" REINF DETAIL REFERENCE: FBC 2121.2.2.2. IF FILLED CELL OR POURED COLUMN IS FOUND, THEN NO NEW "FC" IS NEEDED. i i � 8 p 72' -0' ADD NEW 8" CONCRETE FILLED CELL WITH 1# 5 BAR PER ADJACENT "FC" REINF. DETAIL ON ENLARGED SIDE OF OPENING. REFERENCE: FBC 2121.2.2.2 2 - REAR ELEVATION (West) 1/419 =1 ' -011 72' -0' CONC. FILLED CELL W/ 1 #5 VERT. ® OPENING MIN. (SEE PLAN) ADD NEW B" CONCRETE FILLED i 1 Btr M olwLOU REMOVE EXISTING 39 1/2" WIDE ,"I.A/N c "°r rmA"• THEN AW NEr Rita AMOM CELL WITH 1# 5 BAR PER WINDOW /DOOR JAMB X 83" TALL DOOR. omen IIIANL 1r7"O6: 1,.... ADJACENT "FC" REINF. DETAIL ON 7 ,9 WIDEN OPENING ONE SIDE FOR + SIDES OF 'BLOCK IN' ADJACNET TO tt TIEB Ba NEr W q NEW FRONT DOOR "J." • ., +. •.''•: NEW "K" DOORS. REFERENCE: FBC fum t71L Pal11ED WtA1, q BUCK INTO CONCRETE. ' "• *� 2121.2.2.2 USING TAPCON 1 FASTNERS. P.T.1" x 4" WD BUCK OR NOA SIZED BUCK FASTEN TO C.M.U. WALL W/ 3/16" TAPCONS O 12" O.C. 1/2" DRYWALL MAX. MINIMUM ON P.T. FURRING EMBEDMENT 1 1/2" JAMB DETAIL N.T.S fi JH ELEVATION (East) IF EXISTING FILLED CELLS OR PURED COLUMN ON SIDE TO REMAIN IS NOT FOUND, THEN ADD NEW FILLED CELL PER "FC" REINF DETAIL REFERENCE: FBC 2121.2.2.2. IF FILLED CELL OR POURED COLUMN IS FOUND, THEN NO NEW "FC" IS NEEDED. i i � 8 p 72' -0' ADD NEW 8" CONCRETE FILLED CELL WITH 1# 5 BAR PER ADJACENT "FC" REINF. DETAIL ON ENLARGED SIDE OF OPENING. REFERENCE: FBC 2121.2.2.2 2 - REAR ELEVATION (West) 1/419 =1 ' -011 72' -0' CONC. FILLED CELL W/ 1 #5 VERT. IF EXISTING FILLED CELL ON SIDE TO REMAIN IS NOT FOUND, THEN ADD NEW FILLED CELL PER "FC" REINF DETAIL REFERENCE: FBC 2121.2.2.2. IF FILLED CELL IS FOUND, THEN No NEW "FC" IS NEEDED. L I I] N1 i i i O � USE AND OCCUPANCY: The existing Single Family Home is "x -3" per Florida Building Code 2007- Building Chapter 3, Section 310 - Residential Group R. FBC ALTERATION LEVEL 2 In accordance with the Florida Building Code 2007- Existing Building: Removal and Replacement of Windows /Doors with opening modifications as indicated on this sheet is a LEVEL 2 Alteration per Section 404.1 Per FBC Existing Buildings ALTERATION LEVEL 2, See. 404.2 Building work shall comply with the Florida Building Code 2007 - Existing Building, Sections; 601 -607, 612, 701 -707 & 711. Dowel and epoxy #5 bar minimum 6" into existing tie -beam above. i 1 #5 bar IN FILLED CELL Splice bars min 30" Z-L Dowel and epoxy #5 bar minimum 6" into existing beam /footing below. "FC" - CONC. FILLED CELL REINF. DIAGRAM Nils L7 06 w N • Li O of ,N, Z Q w s! 3 - RIGHT SIDE ELEVATION (North) END�ZONE END ZONE 14 .8 FEET 4.8 FEET 1/4" =1 ' -0" 80' -0' i i i i �0 D 4 - LEFT SIDE ELEVATION (South) 1/499 =1' -0 80' -01 WINDOW /DOOR SCHEDULE O :- - _ NOTE: New WindowsLDoors ARE Dade County Large Missle Approved. 1 E Existing window or door to remain or Not In Contract A PGT SeriesC -740 Outswing Aluminum Casement thindow- L.M.I. , 74" x 38 3/8" high(1Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 4, XX) Site Specific Pressure = +54.7 PSF, -73.2 PSF, +70.0 > +54.7, -75.0 > -73.2 B PGT Series C -740 Outswing Aluminum Casement Window- L.M.I. 36 1/4" x 50 5/8" high(1 Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 1, X) Site Specific Pressure = +54.7 PSF, -59.3 PSF +70.0 > +54.7,-75.0 > -59.3 C PGT SeriesC -740 OutswingAluminum Casement Wndow- L.M.I. , 37" x 50 5/8" high(1Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 1, X) Site Specific Pressure = +54.7 PSF, -73.2 PSF +70.0 > +54.7, -75.0 > -73.2 D PGT Series HR 710 Aluminum Horizontal Sliding Window - impact , 37" x 38 3/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5/16", Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 F PGT Series HR 710Aluminum Horizontal Sliding Window-impact , 25 1/2" x 25 1/2" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5116', Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 G PGT Series HR 710 Aluminum Horizontal Sliding Window - Impact , 37" x 50 5/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "A"5/16% Table 3, XO) Site Specific Pressure = +54.7 PSF, -73.2 PSF +75.0 > +54.7, -75.0 > -73.2 ' H PGT Series HR 710 Aluminum Horizontal Sliding Window - Impact , 37" x 26 3/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5116', Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 J CGI Series 450 Alum. Storefront Door w/ Sidelites , 74 1/2" x 83" door. Dade County Product Approval # 06-0127.02 Expires 11/9/2011 Approved Wind Pressure = +82.6 PSF, -82.6 PSF (Minimum of 7/16" Ann. Lam. Glass Type 13A, Anchors Type C - Cluster of 4) Site Specific Pressure = +54.7 PSF, -59.3 PSF +82.6 > +54.7, -82.6 > -59.3 K PGT Series FD -101 Outswing Alum. Fr. Dr. w/Sidelites -Imp , 48" x 84 1/8" door. Dade County Product Approval # 07- 0629.10 Expires 10/18/2012 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Table 1, ")CC, Min.GI "A" 3/8" Lam.) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7,-75.0 > -59.3 L PGT Series FD -101 Outswing Alum. Fr. Dr. w/Sidelites -Imp , 72" x 81" door w/ Single 33" Side. Dade County Product Approval # 07- 0629.10 Expires 10/18/2012 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Table 1, "XXO ", Min.GI "N'318" Lam.) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7,-75.0 > -59.3 FINISH IN ALL "BLOCK -UP" AREAS INSIDE /OUT TO MATCH EXISTING SURFACES IN MATERIAL, BUCKS, INSLLATION, FINAL TEXTURE & COLOR. GC. TO VERYIFY ROUGH OPENING SIZES NEEDED AND ADJUST BLOCK /SILLS IN UP TO 2" IN ANY DIRECTION AS NEEDED. W ® 9EDROO d rAm1LY sm C] P 511 it ly U al SED800 Pam caum in I/e AW am r CONOM .Q X Br 9LL VOWS. TAB .m AamacBr ,C RM N COM 71 11r AS NmBF. OCWL tw 100 Slam ox 00111 71' BEL ��, K A6AHa7' BESl7bE E71BIM0 i 1/Y B,aE DWt IND"TD.x Llaap M 171W1 010 NQ OW SM fq 70 119 X f AMV C Nvnmd rea rxaBr aoNn 'L• L OF 017TRP 2121222 EGRESS - _ Flo ® ® FC C ® ® � FC BLOCK Hn :. Al NOCATm ,tiwa 1.s�a ® OPENING MIN. (SEE PLAN) IF E WM rum CELL a1 ME m i 1 Btr M olwLOU PAINTABLE SEALANT ,"I.A/N c "°r rmA"• THEN AW NEr Rita AMOM E1AB® SW OF WINDOW /DOOR JAMB omen IIIANL 1r7"O6: 1,.... IF l7BIl►O tum attB all 1V1m Wu..N 7 ,9 FASTEN PER MANUF. + tt TIEB Ba NEr W q SPECS THROUGH WOOD • ., +. •.''•: 9rL,�1] M ®m fum t71L Pal11ED WtA1, q BUCK INTO CONCRETE. ' "• *� ra 1O ter 7C c Nam. W USING TAPCON 1 FASTNERS. P.T.1" x 4" WD BUCK OR NOA SIZED BUCK FASTEN TO C.M.U. WALL W/ 3/16" TAPCONS O 12" O.C. 1/2" DRYWALL MAX. MINIMUM ON P.T. FURRING EMBEDMENT 1 1/2" JAMB DETAIL N.T.S IF EXISTING FILLED CELL ON SIDE TO REMAIN IS NOT FOUND, THEN ADD NEW FILLED CELL PER "FC" REINF DETAIL REFERENCE: FBC 2121.2.2.2. IF FILLED CELL IS FOUND, THEN No NEW "FC" IS NEEDED. L I I] N1 i i i O � USE AND OCCUPANCY: The existing Single Family Home is "x -3" per Florida Building Code 2007- Building Chapter 3, Section 310 - Residential Group R. FBC ALTERATION LEVEL 2 In accordance with the Florida Building Code 2007- Existing Building: Removal and Replacement of Windows /Doors with opening modifications as indicated on this sheet is a LEVEL 2 Alteration per Section 404.1 Per FBC Existing Buildings ALTERATION LEVEL 2, See. 404.2 Building work shall comply with the Florida Building Code 2007 - Existing Building, Sections; 601 -607, 612, 701 -707 & 711. Dowel and epoxy #5 bar minimum 6" into existing tie -beam above. i 1 #5 bar IN FILLED CELL Splice bars min 30" Z-L Dowel and epoxy #5 bar minimum 6" into existing beam /footing below. "FC" - CONC. FILLED CELL REINF. DIAGRAM Nils L7 06 w N • Li O of ,N, Z Q w s! 3 - RIGHT SIDE ELEVATION (North) END�ZONE END ZONE 14 .8 FEET 4.8 FEET 1/4" =1 ' -0" 80' -0' i i i i �0 D 4 - LEFT SIDE ELEVATION (South) 1/499 =1' -0 80' -01 WINDOW /DOOR SCHEDULE O :- - _ NOTE: New WindowsLDoors ARE Dade County Large Missle Approved. 1 E Existing window or door to remain or Not In Contract A PGT SeriesC -740 Outswing Aluminum Casement thindow- L.M.I. , 74" x 38 3/8" high(1Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 4, XX) Site Specific Pressure = +54.7 PSF, -73.2 PSF, +70.0 > +54.7, -75.0 > -73.2 B PGT Series C -740 Outswing Aluminum Casement Window- L.M.I. 36 1/4" x 50 5/8" high(1 Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 1, X) Site Specific Pressure = +54.7 PSF, -59.3 PSF +70.0 > +54.7,-75.0 > -59.3 C PGT SeriesC -740 OutswingAluminum Casement Wndow- L.M.I. , 37" x 50 5/8" high(1Vent) Dade County Product Approval # 08- 0117.11 Expires: 5/22/2013 Approved Wind Pressure = +70.0 PSF, -75.0 PSF (Min. "B" 5/16" Lam. Table 1, X) Site Specific Pressure = +54.7 PSF, -73.2 PSF +70.0 > +54.7, -75.0 > -73.2 D PGT Series HR 710 Aluminum Horizontal Sliding Window - impact , 37" x 38 3/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5/16", Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 F PGT Series HR 710Aluminum Horizontal Sliding Window-impact , 25 1/2" x 25 1/2" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5116', Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 G PGT Series HR 710 Aluminum Horizontal Sliding Window - Impact , 37" x 50 5/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "A"5/16% Table 3, XO) Site Specific Pressure = +54.7 PSF, -73.2 PSF +75.0 > +54.7, -75.0 > -73.2 ' H PGT Series HR 710 Aluminum Horizontal Sliding Window - Impact , 37" x 26 3/8" high. Dade County Product Approval # 07- 0815.09, Expiration 12/21/2011 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Min. "N'5116', Table 3, XO) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7, -75.0 > -59.3 J CGI Series 450 Alum. Storefront Door w/ Sidelites , 74 1/2" x 83" door. Dade County Product Approval # 06-0127.02 Expires 11/9/2011 Approved Wind Pressure = +82.6 PSF, -82.6 PSF (Minimum of 7/16" Ann. Lam. Glass Type 13A, Anchors Type C - Cluster of 4) Site Specific Pressure = +54.7 PSF, -59.3 PSF +82.6 > +54.7, -82.6 > -59.3 K PGT Series FD -101 Outswing Alum. Fr. Dr. w/Sidelites -Imp , 48" x 84 1/8" door. Dade County Product Approval # 07- 0629.10 Expires 10/18/2012 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Table 1, ")CC, Min.GI "A" 3/8" Lam.) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7,-75.0 > -59.3 L PGT Series FD -101 Outswing Alum. Fr. Dr. w/Sidelites -Imp , 72" x 81" door w/ Single 33" Side. Dade County Product Approval # 07- 0629.10 Expires 10/18/2012 Approved Wind Pressure = +75.0 PSF, -75.0 PSF (Table 1, "XXO ", Min.GI "N'318" Lam.) Site Specific Pressure = +54.7 PSF, -59.3 PSF +75.0 > +54.7,-75.0 > -59.3 FINISH IN ALL "BLOCK -UP" AREAS INSIDE /OUT TO MATCH EXISTING SURFACES IN MATERIAL, BUCKS, INSLLATION, FINAL TEXTURE & COLOR. GC. TO VERYIFY ROUGH OPENING SIZES NEEDED AND ADJUST BLOCK /SILLS IN UP TO 2" IN ANY DIRECTION AS NEEDED. W ® 9EDROO d rAm1LY sm C] P 511 it ly U al SED800 Pam caum in I/e AW am r CONOM .Q X Br 9LL VOWS. TAB .m AamacBr ,C RM N COM 71 11r AS NmBF. OCWL tw 100 Slam ox 00111 71' BEL ��, K A6AHa7' BESl7bE E71BIM0 i 1/Y B,aE DWt IND"TD.x Llaap M 171W1 010 NQ OW SM fq 70 119 X f AMV C Nvnmd rea rxaBr aoNn 'L• L OF 017TRP 2121222 EGRESS - _ Flo ® ® FC C ® ® � FC BLOCK Hn :. Al NOCATm ,tiwa 1.s�a "D NEr r m ex,t rum ml mm ,l 1 IF E WM rum CELL a1 ME m i 1 Btr M olwLOU rw rm ADOGM R• RW. rota a" ,"I.A/N c "°r rmA"• THEN AW NEr Rita AMOM E1AB® SW OF CaL RM 'ra• IOR omen IIIANL 1r7"O6: 1,.... IF l7BIl►O tum attB all 1V1m Wu..N 7 ,9 tim CAtL c F,711NL ,,U a 7ta1 ,O BaBB, q N OI raMq „[tN 're' tt TIEB Ba NEr W q taa N!r r11ID CEL rEl ISJI/ IETIJ.. 1l/E167CG rB6 1171.7J1 N FB aO ® 9rL,�1] M ®m fum t71L Pal11ED WtA1, q ra 1O ter 7C c Nam. W 1 LOCATION PLAN 1/8" = V-0". 6 t* 17 ,3 a 'Y OF SOUTH MIAMI ,RUILDING DEPT. TRUCTURAL SECTION A ?PROVED BY: ^'ATE.• ....._ 11 W 09 VZ V V) vt 9 .s � t .1 Z z Ln T►� a.-ft O z� 0 wW c 0 �g U w1Z Q © i 4, � 4 2 Y m o" 5 t to 0 r r a c.+ ° OWN t I U 0 o c oLn c�.2 n E� uY s•• v\ Y Z W o LLJ O W Q •= U°�- o 01 11 �ocl:� / n O V J O cn 1 X00 � Q > Cn I_ O�Q Cn 0.2000 U Q z `x'00 MN • "CO "P.- x era 'A <,j