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HomeMy WebLinkAbout1805 Holly Ave (a) (2)THE SOUTH 22 FEET OF L 15AND THE E O aG3 9 16Y tl ST ADDITION TO Nr. '.3 U i 6t Sx: 9r F nCti'' ^°AL J GTO THE PLAT THEREOF, AS N RECORDED N PF.,i ' �� BOOK PAGE 79OF T H PUBLIC OF SEMINOLE COU1,114,TY � F A x.. '�A w1 1, it t � �-- G z Block Corner Fnd. Y2°' Rebar, (No Identification) Fnd. 1/2" Reba' (No Identification) eMr of Lot 1 Fence Corner is 0.4'Wand 0.0'N Set I -I ,c and Disk �. 1., I i Asphalt o d! Elevation. 48.28' T ... . _ :. o s are ref e e to the North Arnedcan Verfical Datum 1988 (NAVD 88) z 1 35.8u (P) Fnd. V Iron Pipe 89"43'49" E 135.23'(M) (No Identification) 1%Slope �� 1%SIOpe �'9 r -�-- 0.4' lj: S22� J >' IJ of Lot 15 55.11 49.9 1 %Slope Overhead Utility Line —x1i 0 SFR / FF 51.60 /CBS � �' Cq Lot 1 r CI 1�lop� IoRJ 0 v 36.6'1 °lotal��pe 1 %Slope 1 %Slope z 1 %Slope 1 %Slope W T- -0.5'E Fnd. X281 Iron Pie Fnd. V Iron I pe ' °32°° 1 �65.° (M) ���°' (RIO Identifi i®n) (NO Iden ificatic�n� 135.8° (P) T - Mer of Lois 1 Lot 2 .13- Ic) Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the Ap—l"ning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. -Symbols- Utility Pole Spot Elevation 1%Slope n C1 Ll C� z 0 G �j z (< p N � U i t(0�W O0 L �l W W L S :1 W > 0 -Q �.e.o U U A LLI Q 01 N C flJ EC LU >UO D D z U N N O � �0n W>< U U N 0 D m WW� 10 m L'u E �O �Q) F3 V W N O zlCEr CJ p C F-©� . O Z CU 6 El °Q N c 1 U I0Q E3°o Lij "t LU El� > cc co o z �E L v�zo( __ If w�O :Llc- 0 W VJ CC d v U(D �r I- WOZ ° LU oro C N �oL CL LO m a o w T) (1 0z + v a E u W NSQ ZOZ W Wm Z Lo co0Ww Zw oN ae w UC) 0Q �� NQS ❑w" z?- c°o �a I- w (50W �� z 00 WzW _I OT 00 4� W W))j� Y U" L Z Z> < mLu C7 _i M J cv 1r = , Z<� U� r- CLQ W F W QE° C: Zw �aW W� s 2 v� CZ WWF ° ;a � OZ (f� UL U V r0 U zc 0) Wzlu ° G W pro° \.J�P fi''A '0 �l �Jl CDU 0 w w f� Q)$ ZW< I— Jcor WSW U i, D - 0)W LLJ CD C -'A 00 1n CD 0 U CD LLJ 9 C\1 U-1 2 ow CD CD LO CD L. 6 CD CN W I E J L� �. 3 Cull II C) 0 tee: > 3 t 4 „yT P 0 3 i -P s�s G 4 I 1, it t � �-- G z Block Corner Fnd. Y2°' Rebar, (No Identification) Fnd. 1/2" Reba' (No Identification) eMr of Lot 1 Fence Corner is 0.4'Wand 0.0'N Set I -I ,c and Disk �. 1., I i Asphalt o d! Elevation. 48.28' T ... . _ :. o s are ref e e to the North Arnedcan Verfical Datum 1988 (NAVD 88) z 1 35.8u (P) Fnd. V Iron Pipe 89"43'49" E 135.23'(M) (No Identification) 1%Slope �� 1%SIOpe �'9 r -�-- 0.4' lj: S22� J >' IJ of Lot 15 55.11 49.9 1 %Slope Overhead Utility Line —x1i 0 SFR / FF 51.60 /CBS � �' Cq Lot 1 r CI 1�lop� IoRJ 0 v 36.6'1 °lotal��pe 1 %Slope 1 %Slope z 1 %Slope 1 %Slope W T- -0.5'E Fnd. X281 Iron Pie Fnd. V Iron I pe ' °32°° 1 �65.° (M) ���°' (RIO Identifi i®n) (NO Iden ificatic�n� 135.8° (P) T - Mer of Lois 1 Lot 2 .13- Ic) Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the Ap—l"ning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. -Symbols- Utility Pole Spot Elevation 1%Slope n C1 Ll C� z 0 G �j z (< p N � U i t(0�W O0 L �l W W L S :1 W > 0 -Q �.e.o U U A LLI Q 01 N C flJ EC LU >UO D D z U N N O � �0n W>< U U N 0 D m WW� 10 m L'u E �O �Q) F3 V W N O zlCEr CJ p C F-©� . O Z CU 6 El °Q N c 1 U I0Q E3°o Lij "t LU El� > cc co o z �E L v�zo( __ If w�O :Llc- 0 W VJ CC d v U(D �r I- WOZ ° LU oro C N �oL CL LO m a o w T) (1 0z + v a E u W NSQ ZOZ W Wm Z Lo co0Ww Zw oN ae w UC) 0Q �� NQS ❑w" z?- c°o �a I- w (50W �� z 00 WzW _I OT 00 4� W W))j� Y U" L Z Z> < mLu C7 _i M J cv 1r = , Z<� U� r- CLQ W F W QE° C: Zw �aW W� s 2 v� CZ WWF ° ;a � OZ (f� UL U V r0 U zc 0) Wzlu ° G W pro° \.J�P fi''A '0 �l �Jl CDU 0 w w f� Q)$ ZW< I— Jcor WSW U i, D - 0)W LLJ CD C -'A 00 1n CD 0 U CD LLJ 9 C\1 U-1 2 ow CD CD LO CD L. 6 CD CN W 2'-1" MIN. LAP J1 8'y FIN. GRADE A � X /, 12MIN. �`� �/� I :°' v�- . %- 1 I E #50 ROD IN FILLED CELL. AS PER FLO0R PLAN TIED TO CONT. ROD IN FOOTER BOND BEAM ABOVE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ: 7..� -- CLEAN, COMP,, W/ BORA---CARE TERMITICIDE 47WOOD TERATMENT AT F=RAMING 20"x16" C0NC. FOOTER W/ 2--#50 ROD COI',11. (MIN. 25" LA,, 6 AGI 90 HOOK (TYP) AONE :TORY 8'Fig OC' WALL 5 C,TION A-2 SCALE 3/4"= -ii' -0" SLAB SLOPES AT 1/8" PER / FT. AWAY FROM HOUSE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. _ _--"�JARIES-4- All CLEAN, �,�^: COMP., W1 :/ ,✓' % �// N, FORA --CARE ' "% TER<<�IIICIpDE WOOD O4 +'\ FERATihE_� J F AT FRAMING �OF=`-)ET THICKENED EDGE CHET-AI-L A-2 ,SCALE r caNC', ELAB «,500 FJ-8E011E-SH & 6 h1IL , VAr'OF,' J3N�RIFF' A, 'PER MFG. SPIC`'S , I SLIDING GLA..), DRF ��2SCALE C 3/4" RECESS @ SLIDE GLASS DR. t #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER & 2'-1" MIN. LAP BOND BEAM ABOVE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ, ZL 8"MIN. FIN. GRADE VARIES .. A .. ° CLEAN, I COMP., W/ 1299 °.: , BORA-CARE ° \ TERMITICIDE WOOD TERATMENT AT FRAMING 20'x16" CONC. 1'-4" FOOTER W/ 2-#50 ROD CONT. (MIN. 25" LAP) W/ 3" MIN. COVERAGE GARAGE CURB DETAIL A-2 SCALE : 3/4"=1'-0" SLAB SLOPES AT 1/8" PER FT. AWAY FROM HOUSE 4" CONIC. SLAB W/ FIBERMESH OVER 6M VISQ. j 41 CL N, COMP,, W/ /RA -CARE TERMITICIDE WOOD \ TERATMENT AT FRAMING 8„ 1-#5 REBAR CDN"i. (MIN. 25" LAP) %�C THICKEN EDGE DETAIL A-2 SCALE ,3/4"=V-099 1 /2"3x8" "J" OR "L" BOLTS OR 5/8"9x6" EXPANSION WALL BEYOND BOLTS @ 21" O.C. MAX. U.N.O. W/ 2"Ox1 /8" WASHERS 2x4 P.T. PLATE DRIVEWAY 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. SLABA. - ; COLD JOINT8x8 THICKENED EDGE W/ 1-#50 CONT. FCO -FFR DET. Ccb GARAGE DOOR A,SCALE 3/4"=l'-099 V 2'--l" MIN. LRP FIN GRADE V 2x4 STUD ® 16" O.C. #3KD S.Y.P. OR #2 SFF TYP. U.N.O. SPI OR SP4 @ 32" O.C. TYP. 4" CONIC. SLAB W/ FIBERMESH OVER 6M VISQ. CLEAN, COMP., UI / BORA-CARE TERATMENT AT 1 9-499 FRAMING 2-#50 ROD CONT. (MIN. 25" LAP) INT. BEARING WALL FOOTER DETAIL \\A-2 SCALE 3/4"='I'-0" (ONE STORY) #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER & BOND BEAM ABOVE ABU 44 OR 66 W/ 5/8" EXPANSION BOLT W/ 2"Ox1 /8" WASHER SLAB SLOPES AT 1" PER 10" PER FT. AWAY FROM HOUSE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. -_ . ®4. . f /e \ 1, 1 1 219 /e a �° / _ AljlCLEAN, COMP., W/ BORA-CARE TERMITICIDE WOOD TERATMENT AT FRAMING --- _--_ - � 2 3-#50 ROD EACH 24x�L9 ,4 " WAY SQUARE PORCH PATO FTG. DETAIL A-2 SCALE 3/4"=1'-0" ABU 44 OR 66 W/ 5/8" EXPANSION BOLT W/ 2"93x1 /8" WASHER POST SLAB SLOPES AT 1 " PER 10" PER FT. AWAY FROM HOUSE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. FIN. GRADE / 4 A 9 ° 1' CLEAN, OMP., W/ E TERMITICIDE WOOD TERATMENT AT FRAMING S' 4-#50 ROD EACH 36"x36" WAY SQUARE K PORCI-I PATO FTC, DETAIL A-2 SCALE 3/4"=1'-0" CENTER LINE OF WALL ABOVE 1 /2"Ox8" ANCHOR BOLTS S OR 1 /2"Ox6" EXPANSION BOLTS @ 21" O.C. MAX. U.N.O. W1 2"Ox1 /8" WASHERS 2x4 P.T. PLATE 4" CONC. SLAB W/ 2„ 1Oy9 I FIBERMESH OVER 6M VISQ. VARIES—---- ` CLEAN, COMP., W/ 12" BORA-CARE TERMITICIDE WOOD / \ � TERATMENT AT FRAMING 2-#50 ROD CONT. I, -g„ (MIN. 25" LAP) W/ oo 3" MIN. COVERAGE (--D-­`� OFFSET BEARING FOOTER DETAIL A-2 SCALE 3/4"=1'-0" C❑NC, SLAD (2,500 P.Sl) W/ 1= IBLIR'HESH & 6 MIL. VAP❑R BARRIER I -I EXTERIOR DOOR SILL \\,A-2 % SCALE 3/4„-1'-0” SILL FORMED ON SITE SLOPE 4 e . PT 6X6 POST W/ ABU66 ABU 66 W/ 5/8" EXPANSION BOLT W/ 2"93x1 /8" WASHER #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER TO ABOVE SLAB SLOPES AT i" PER 10" PER / FT. AWAY FROM HOUSE FIN. GRADE A.° .. m 4. ° QD 0 4. �A ° CLEAN QM P., Wf BORA—C \RE TERMITICIDE WOOD TERATMENT AT FRAMING 3 4—#593 ROD EACH 36"x36" WAY SQUARE ORCH/ENTRY FTG. DETAIL - SCALE : 3/4"=1'-0" NOTE: REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS OTF-IERWISE NOTED. FOOTING ARE -FO BE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. W O z 4 F- O ❑ z ❑ z < U U Ul C� N Ul C \ ® C ? / U U O OW cl�j`o� IJJ W ° 4 s L0<0 0. 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VAPOR BARRIER ON CLEAN COMPACTED SOIL WITH ( CENTRACOM TERMITICIDE TREATMENT) IN GROUND WITH SOIL @ 2000 PSF FOOTER NOTES: REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE. w 0 rT, 0 In ❑ z z rr w (f) w O -0 W5 0 (Dw 0 T- w 00 z -J U) (D D0 cfJ 0- X C) w w M (T' 0-7 0 W z rr 0 F - z al 0 <( .0 < Lo n w 14-1110 T- o < ❑ U) Z Cccf) u0 () 0 Xn n 0 cr) 0 1- 7 Q LLJ 0 Z w > 3:. < M )LO I FT 0 0()1I Z 1-- " Z (D W LLJ w b L) W ILL 1-- LL 0 w Frcr 0 Fr In () w Z LIJ WD (D Z cra (D Z<T W F CL w 4. U) Q z W T) rr Cc 0 z z 0 6 Z M �FZIr 11 T-� W rr 0 1 o zo 69 1— 1-- 00 z w W 0) IS: lam U) U) ry- w w () Z 0 0 C.3 U) CID (c\1�] Z cp N IT w -i z ii — Ln MM - co 00 c, b ❑ N (1) w (6 z z -)0- 0 N " 0 0 u 0111 0 r- -c 00- �A-2) A-2 51, z CC HB o 0 ----- —------------------------------ ------- REr DW SINK /DISP I OU � 10 1, 6 zl-') LAV -co 0 wc ADDUM#2 0� ,�2 . . .. ............... CH 4 A/C PVC ASE TUB/SI--IWR. E3 �I WR F. HIJ COMP,*1--- A'__2 A-2 F----- 7-- rAN �A-2). V4" STEP UP CURB 1,,TUB/SFIWR �A 0'-4" BFF goo 00 (Ph A-2 I i F - �10 -0 LAV WC 0 im — L I r) (jr� M4 M A 4 2 9) i�—n-2 TYP. - (7� '�A- 2 HB LO - I 00 L — — -- — — — — — — — — — — — — — — — — — — J- 3'-4" 12'. 21-4)y A-2 L— — — — — — — -------I 'I Not - '151— 4" 1, 01 11111,11 0111 N om N\ I[a# al, a I ffm- I I#] a 0 SCALE-. 1/4"44' ANY MISSED DOWELS ARE TO BE REDRILLED AND EPDXY WITH SIMPSON #ET OR EQUAL PREPARE SOIL TO RECIEVE 2500 PSI 4" CONCRETE SLAB W/ FIBER MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN COMPACTED SOIL WITH ( CENTRACOM TERMITICIDE TREATMENT) IN GROUND WITH SOIL @ 2000 PSF FOOTER NOTES: REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE. w 0 rT, 0 In ❑ z z rr w (f) w O -0 W5 0 (Dw 0 T- w 00 z -J U) (D D0 cfJ 0- X C) w w M (T' 0-7 0 W z rr 0 F - z al 0 <( .0 < Lo n w 14-1110 T- o < ❑ U) Z Cccf) u0 () 0 Xn n 0 cr) 0 1- 7 Q LLJ 0 Z w > 3:. < M )LO I FT 0 0()1I Z 1-- " Z (D W LLJ w b L) W ILL 1-- LL 0 w Frcr 0 Fr In () w Z LIJ WD (D Z cra (D Z<T W F CL w 4. U) Q z W T) rr Cc 0 z z 0 6 Z M �FZIr 11 T-� W rr 0 1 o zo 69 1— 1-- 00 z w W 0) IS: lam U) U) ry- w w () Z 0 0 C.3 U) CID (c\1�] Z cp N IT w -i z ii — Ln MM - co 00 c, b ❑ N (1) w (6 z z -)0- 0 N " 0 0 u 0111 0 r- -c 00- In 6 LK OF SHEET \I- z z CC o 0 In 6 LK OF SHEET \I- PROVIDED 1—#4 GRD INTO FOOTEI WITH 1—"X8' GR 4)-3 Yi -5l 7" 9-Y-6" 32...799 S 9P7 4)_5I) 62-8"4Y_ Y9 poesm mals ANY MISSED DOWELS ARE TO DE REDRILLED AND EPDXY WITH SIMiPSON #ET OR EQUAL w C.� 0— OC 0 n ❑ z G �C � 6.8y. P Lu (D 1.1..1 m pI— Z Cr w L)::) co/''� V 0 � { w (�J` ❑ m EL W CD :— 0 ® z < IF ® (D ❑ 5 z T"' C J' a 0 z U) ❑ yy 0 m C) 0 ,-" �O �U Q LO m Iq Ff0 + 0(-) II w � inI —y �/ ❑ ILI ill zCL0 a-0 WD 0 Z U) W < If Fn T Z J U) ❑ z ® Cc � z f6.FJY Y" 00 Fr Cc Z W z00 S W (f) I . NO Milo U) Irr Lli 4- N Z C'7 LF -1 WCO rn ®o �G') C) ❑c owo r 0 Cl r -I o c� UIL 0 Lu U rn 6 =03 =ro< al -E r m LEV pyo Cl a€cm T C N C1Np USO U C ✓� N U C N N C s o 9 Z UC) aw C) 2,c NO, X13 34 H0 I f�ff�i A�x� N L. I� r 0° xcJst�W;'"F U) Irr Lli 4- N Z C'7 LF -1 WCO rn ®o �G') C) ❑c owo r 0 Cl r -I o c� UIL 0 Lu U rn 6 =03 =ro< al -E r m LEV pyo Cl a€cm T C N C1Np USO U C ✓� N U C N N C s o 9 Z UC) aw C) 2,c NO, X13 34 H0 I f�ff�i A�x� N L. CAUsers\ r 'i CA - I 10 Lo 6p) -O" 14'-10" 52-2" 25 SH 25 SH 25 SH RE KITCHEN 00 BED RM.*3- NJ 8° CLG. BED RM* . 4 - 8' CLG. VAULT OVEN 7: 1 000 1; 0 L /FIOOD-) ce 6'- 5 7t 2668 R 2 DR 5- 0 B LJV 5 -o BF DW SINK 2 /DISP 'r', 00 -- t - 5 2 BF -1-L=R,�-S R&S 26 8 =5Q 3F 20a DR > In W-.8" IN, LIVING RK VAULT 0 91 19'-2" oo B A b�— BED RM.*2 Ell 8' CLG. DRYER VENT THUR J1 B/SH WR,� icy ROOF (SEEFIVAC PLA\cT RA U V i N G RM. VAULT D 3068 ffil -;b DR �4 R&S 00 STEP UP CURB -1 .1 L 5'- 61_691 22.5"X52"ATTIC ACCESSM 0 2 F I 06 Dt I- CAR GARAGE' 0 8' CLG. I 9' -OPP w(11 y 0 56D DR" 1o,-9 ------------ -- — To I X 4 MA. BED RM. M 120 7 GARAGE DOOR 12P-4" 8' CLG. 39- 41j 122 -ORP PR 25 SH 42-8" 17)-809 15)-49) 32-8" 36P-8" 0 co ner\Desktop\DES1GNWEST\1805 HOLLY DRNA-1-9 FLOOR.dwg, 11/9/2017 5:2833 PM, PDFU4 i 0 1 10 Vf) FLOOR PLAN SCALE : 1/41)=V40" �2 PLANTSHELF @ 8' AFF LOAD BEARING WALLS CABINTS 0 7'-0" AFF TOP ALL FILLED CELLS ARE AS SHOWN. SEE BUILDER FOR CABINET BLOCKING FIT. ALL WINDOWS ARE AS LABEL. 20 MINUTE FIRE' RATING: 1. NO DRYWALL ON GARAGE CMU WALLS. 2. 20MIN.FIRE RATED DOOR TO LIVING AREA W/ SELF ENCLSURE DEVICE. separated as required by Table 8302.6. 3. a" SAG RESISTANT CEILING "X" TYP. DRYWALL BOARD ON GARAGE CEILING. separated as required by Table 8302.6. 4.%" 'Y' RATED SAG RESISTANT CEILING DRYWALL BOARD ON CEILING,AND WALLS TO LIVING AREA IN GARAGE 5.ALL WOOD AND WOOD BASE PRDU CTS SHALL BE PROTECTED FROM AND AGAINST DECAY. 6.ALL EXTERIOR SHEATHING AND SIDING SHALL BE A MIN. OF 5" ABOVE FINISH GRADE LEVEL, AS PER FBG R317. Area Tabulatuons Living: Total Living: 15,91 sf entry.— 20sf 9RMUL 440 sf oth ers 0 Sf Total Area: 2011 sf z cr 0 n- 2 0 z cr F- -0 LU (D ui o w > 0�0 01- ()w n cc w 0 D z X w Lj LU TT 0 M z 0 :� �-- C) -JI- LL d,-, z 0- F- Q I (D z C) N ci -J Lo I 10 LLJQ [L z 0 N U) cz, Un L 0 LU n W CC 0) > 0 co > U) 0 LU0z Lg L6 cr- I,- W U) �o 1-- z + 0 0 0 F 11 ZQZ w I LL F- LL 0 0 M Z rr 0 [T0-0 Warr w W::) rr 0 Z z< W F w < U)oz W �- LLI Lij 0 Z 00 7= c') � rr ZCC 11 MM w o 1-- Z LU 4 M U) � Elm U) U) M LU � Lu Lo Z 0 () Q) 00 z (f) (NJ LU (y) qT cf),t —i Lo Lj- U (") - j 3:"-- 00 5 z 19 o U) () cy) z Z U)w (D 0 n o I0 c M N If 0- 0 0 0 -c 10 75, NE E N 331 4 r 4V AL OF SHE TYPICAL 5/18" STUCCO FINISH ON 8" CMU TYPICAL DIM. SHINGLES OVER #15 FELT ON 7/16" OSB SHEATHING TYPICAL 7/8" CEMENTIOUS FINISH OVER 7/16" OSB SHEATHING WITH !WEATHER—RESISTANT SHEATHING PAPER AND PAPER BACK WIRE LATH 12 1 Fl F\/ATinNi SCALE : '1/4"=I' -O" TYPICAL DIN]. SHINGLES OVER #15 FELT ON ffli VlLwmwo�w kw�m faill In I RIGHT SIDE ELEVATION SCALE : 1/4'$=10-0" C.-\Users\#-,wner\Desktop\DESIGNWEST\1805 HOLLY DR\A-1--9 FLOOR.dwg, 11/9/2017 5:29:00 PM, PDFLite Z CC0 n 2 q Z Z -ow L'i (D LAI 0 o 0 7 C) ui = QDZ co (9 LILI Lcu) 0 z 0 i I -- Li- Lli z ry-, O�� < F- C) z Qu n r-c\j < �- Lo n w w n [L z o C\l (J) U) Z 0 :77- o 7 0'0 I.- Z Q 111Z w Q � � C"7 EL ry- I -- w W Lo 1-- 0 u 7 C) LU W 66- p- — Illoo n M LL ' - LL (D 0 w z rr 0 0 MZ Lu W:D Z Z EL < W Z w w q 7 w W T- C:) 0 (y) CL Lli Z Ljj II Z Lu JJ lij (j) I I FORM] U) cl) ry- tr. LLJ Lu Lr-) (\jT- Z 0 C) (5 co 00 C\l Z U) C\l Lu < (y) Z U),t LL - Cy) rn op Z(y) (j 0cv (J) ocfLU ) c� Z 0 0 Lu N 00 1- 00- z 0 U) LU Lil U.) m 0 U5 C) 04 r— 6 CIO qq- co 0 04 0 LL 0 W I. z (D 04 fu -T T— CD 04 Lu ,OF -_,SHEET W /X, CJ1 CJ -7 CJ`- Al4C Al' AIC M A A, A- A,' A A All Ali Al 5C C i E CJ5 CJ 3628" W ff) 17W? U U U U 56999 154" CO i Ln ROOF VENTILATION CALCULATION 1 SF. OF NFV. = 150 SF @ 2202 SF = 14.7 SF. OF NFV. 1 VENT = 105 SCJ,. IN. OF NFV. = 8.75 8.75 / 14.7 = 1.7 VENTS ROOF FRAMING PLAN SCALE : 1/4"=V-0" °-0" LOADING: 20+7+10=37ps r WIND SPEED: 160mph ASCE 7--02 CL E;,p.B SPACING: 2' PITCH: 4/12 OVERHANG: 16" CANT.: 14" BEARING SIZE(s): 8" & 4" WALL HEIGHT(s): 9'-4" NOTES: 12'-0" I. ALL HANGERS ARE TO BE SIMPSON THDH 28. 2. USE HHETA 20 ON 8"CMU TO TRUSSES. 3. USE HTS 16 ON 2x4 WALL TO TRUSSES, 4• USE (2)HTS 16 ON 2x4 WALL TO GIRDER TRUSSES. 8• USE (2)HHETA 20 ON 8"CMU TO TRUSSES GIRDERS. W U z c1 I-- rr O n J n El O ro m OC v ~ o m u(Dw °sr OWE ro COJU0°s w0 NLL ZC[W mo.o ©:D mL' JU)C °C) —) O (n o CO CLW °u 'p W Q W 0LO LL m o a m W c z c -E romp J O N E N !� w (3 Li1 < iu Z711 m v N w�; TIEWMAIMM 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength 1900 psi. 5. Rebar provided in precast lintel per ASTM 0615 GR60. Field rebar per ASTM A6'15 OR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. C.Auser5\ A Or4n 4-r /In 1 -4 8F16-1T/1R L-8 8FI6-1T/18 GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels *17'-4" and longer with a nominal height of 8" meet or exceed L/-180. 6. Bottom field added rebor to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 L-8 8F16-1T/1B ,SAFE LOAD TABLE NOTES 00 /1B TYPE DESIGNATION 1.All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length Is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 8F1 6 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing NOMINAL WIDTH addional rein -forced masonry above the precast lintel. NOMINAL HEIGHT 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load- tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. F = FILLED WITH GROUT/ U = UNFILLED FQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY -1 B/1 T LQUANTITY OF #5 REBAR AT TOP j7- LAJ \Z C) 5/8-ACTIJA� 8" NOMINAL WIDTH #5 REBR AT TOP to REVD 1--1/2" CLEAR __C.M.U1 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS LENGTH TYPE GRAVITY SYMBOLI ENOTH TYPE BUB CFO -IT OF12-IT 8F16 -'IT 8F20 -IT UV24-IT 8F28 -1T 8F32 -1T 868 2021 8F8 2021 OFO-IB OF12-I8 OF16-18 OF20-IBlOF24-IBI8F-98-,i1ll8F32-IB 8F32 -2r 7011 9055 2727 2704 3961 L-1 2'-10"(34' PRECAST 2302 3166 4473 0039 7526 C 9004 10472 11936 3166 4473 60,39 75526 C11004 10472 11936 L-2 S-6' (42') PRECAST 2302 3130 3377 4669 6001 7315 800 9947 3106 4473 6039 5 P7526 0 9WO4 M 10472 11930 L-3 4'-0" (48") PRECAST 2029 2,325 2646 2496 4473 - ,JA� 67 ,J� 6039 4U8 "J 13 7526 5410 I 9004 9OC 6384A 10472 7-358 11936 L-4 4'-6" (54") PRECAST 1651 1707 1915 2657 340 41 =49 96 5W 2170 4027 6039 7526 9004 �2826 10472 9600 L-5 L-6 5'-4- (64') PRECAST 5'-10'(70') PRECAST 1184 972 1223 1301 1809 2317 1272 n36 3846 1665 1000 2809 1059 5057 1474 6096 1089 5400 2304 6424 2721 7450 3137 1459 2404 4144 1 5450 4437 6280 6122 L-7 6'4' (78') PRECAST 937 1255 2101 3263 2746 3350 3971 4585 1255 2101 3390 5260 7134 8995 6090 L-8 7'-6" (90") PRECAST 767 1029 1075 2385 1994 2439 2886 3333 1029 1075 2610 3839 5596 6613 5047 L-9 9'-4" (112") PRECAST 573 032 1049 1469 1210 1402 1754 2027 768 1212 1810 2.544 309 4030 3127 L-io 10'-6"(126") PRECAST 456 402 602 11215 915 1122 1 1328 1 1535 658 1025 1514 2081 2774 3130 2404 1 486 818 340 532 ll' -4"(136') PRECAST 445 598 935 1305 1854 2355 '1793 2075 590 935 1305 10194 29441 1 � 155 =5 4 4W L-12 L-13 12'-0'(144') PRECAST 13'-4"(160") PRECAST 414 362 545 R4 1254 r IM9 _0 W74 1570 '1570 1010 215 427 _864_ 726 1254 1028 1693 1331 2211 1635 2832 1224 3590 1410 485 748 1076 1438 1855 2343 1 2920 L-14 14'-0"(168') PRECAST 338 361 648 919 1190 1462 1007 1260 455 700 1003 1335 1714 2153 206 L-15 14'-8"(176") PRESTRESSED R.R. WR 465 NIR 765 MR 1370 OR 2045 NR 2610 MR 3185 MR 3765 L-16 '15'-4-(184') PRESTRESSED N.R. MR MR MR NR MR MR MR 420 695 1250 1055 2370 2890 3410 L-17 17'-4-(208') PRESTRESSED R.R. IR MR MR MR MR MR MR 310 wo 950 1400 1600 U900 2000 L-18 19'-4"(232") PRESTRESSED N.R MR 240 MR 400 UR 750 MR 1090 MR 1400 MR 1720 M. R 2030 L-19 21'-4'(256') PRESTRESSED N,R, "'R 111? IR NR MR MR MR 1183 330 610 - 940 1340 780 2110 L-20 22'-0"(264') PRESTRESSED N.R MR 160 MR 300 NR 5/0 158 870 MR 1259 MR 1660 KIR, 1970 L-21 24'-0"(288") PRESTRESSED R.R. NR KIR NR KIR MR MR NR 130 240 470 720 1030 1350 1010 8" PRECAST & PRESTRESSED U -LINTELS *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 9" PRECAST W`1 2" RECESS DOOR U -LINTELS LENGTH TYPE UPL�FT LATERAL SYMBOL L-1 LENGTH TYPE 2'-10'(34") PRECAST CFO -IT OF12-IT 8F16 -'IT 8F20 -IT UV24-IT 8F28 -1T 8F32 -1T 868 2021 8F8 2021 8F0_2T 2777 er12-2T 6F16 -2T 2B70 4101 8F20 -2T 5332 8F24-2T8F28-2r 650 8F32 -2r 7011 9055 2727 2704 3961 5190 6407 7030 0057 L-2 3'-6" (42') PRECAST 2165 "89 32604237 1,09, 5219 620-1 7192 1257 1257 2105 2215 3165 4125 5091 6061 7036 L-3 4'-0" (48") PRECAST 1078 1989 2032 3680 4532 5307 L 6245 938 938 1878 1925 2750 3593 4422 5264 6110 L-4 4'-6' (54") PRECK5r 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4056 5406 L-5 5'-4- (64-) PRECAST 13931 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4&49 L-6 5'-10"(70-) PRECAST 127P 1357 1930 2505 3084 1 3665 4247 418 4,18 1272 1316 1876 2441 3010 3503 4157 L-7 6'-6" (78") PRECAST 1141®_ 1200 173M 2250 2769 3290 3012 707 887 1141 1182 1684 2192 2703 3216 3732 L-8 7'-6" (90") PRECAST 959* 9112 147.5 *1914 2354tl� 2797 3240 591 657 990 1029 1466 1907 2351 - -'21fl 2797 32 L-9 9'-4" (112") PRECAST BOP 612 900 1269 1 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2034 L-10 10'-6"(126") PRECAST 716" 498 793 1027 1201 1496 1731 396 493 - 716 671-1-1 10-39 1369 1711 2034 2350 L-11 1-l'-4'(136") PRECAST 6660 439 696 699 1104 1309 1515 303 550 066 535 905 1295 1595 1696 2198 L-12 L-13 112'-0"(144") PRECAST 13'-4"(160� PRECAST 8070 400 631 016 1001 1180 .1312 1 340 302 494 398 631 500* 486 818 340 532 12U9 COB 1514 _Wl 1799 2006 997 1153 573 409 602 10" 1367 1637 1097 L-14 L-15 14'-0-(168') PRECAST 14'-81176) PRESTRESSED 4584 318 493 635 778 922 1005 206 A. 360 -3b7 W_ 243 370 629 205 459 922 591 1254 724 1587 1316 857 990 243 352 502 �430 852 1156 - 1491 1742 L-16 15-4 ' T 184') PRESTRESSED 1 228 278 553 677 801 925 N.R. 327 2-98 3,29 542 791 1 10%2 1361 1676 L-17 17'-4'(208') PRESTRESSED lee 230 361 494 1 507 670 774 N.R. 255 188 276 449 649 874 1121 1389 L-18 19'-41232") PRESTRESSED 105 207 31 401 490 578 667 M.R. 204 7-,65 2 �39 303 550 736 - - 940 1190 L-19 21'-41256-) PRESTRESSED145 IN 21 11 433 512 590 MA. 172 142 212 336 477 035 - 1 807 993 L-20 22'-01264') PRESTRESSED 141 1111 211 343 418 1 493 569_.161 N.R.M 137 2,05 322 457 607 1 771 W7 L-21 1 24'-0�208t) PRESTRESSED 1 127 -4_ 1(85_ Yli 312 3O0 1 447 515 N.R. 135 -- 124 1'86 290 5,38-- [ BOO 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 9" PRECAST W`1 2" RECESS DOOR U -LINTELS SYMBOL LENGTH TYPE GRWTY SYMBOL LENGTH TYPE 8RU6 ORF116- -18JURF14-10613FIG-IE 2413 6RF22-108RF26-IBORFZO-IB 4967 D-1 4'-4" (52") PRECAST 1489 1591 053 2982 3954 4929 5904 60E0 1827 3412 3412 4982 1 6472 7947 9410 10870 D-2 4'-6" (54") PRECAST 1357 1,09, 2702 2714 3600 4467 5375 6264 1702 3412 4902 6472 7947 9416 10670 D-3 D-4 5'-8" (68") PRECAST 5'-10" (70') PRECAST 785 735 fljB132 1602 1550 2058 2666 3075 3585 153# 1153 779 1103 2102 2102 1500 2051 4074 1449 i 6472 6516 1924 2400 -647-2 6516 5614 6839 2676 3352 5450 6411 D-5 6* -8" (80') PRECAST 822 90107 1677 2933 2576 3223 3072 4522 9107 1677 2933 4100 6730 8177 6707 D-6 7'-6- (90') PRECAST 665 7611 764 1377 1377 2252 2329 1958 2451 3609 54192 2944 3439 6624 5132 D-7 9'-8' (116") PRECAST 371 420 ... L5 '53 � 034 926 1253 1-1497-- _IELI 1342 2179 [:ji�3595 1614 1886 2075 SYMBOL LENGTH TYPE UPLIFT ORF6-rr uknia-il­ BRF14-IT ERFIB-1 ORF22-IT ORF20-IT BRF30-IT URF6-2T �R_FIO­Ri O -RFI -4 --if 6RF18-' ORF22-2T 8RF26-2T ORF30-ff LATERAL BRU6 8RF6 D-1 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4050 5696 D-2 4'-G' (54') PRECAST 1192 1192 1507 1 4,�5 2.111 221110 3121 3937 30-36 30-37 __ 4756 4 55'n 5453 853 853 D-3 5'-18" (68") PRECAST 9240 H72 '1795 2423 3055 36139 4325 501 501 924 1132 1741 2B7 2978 UO3 _4230 FD -4 D -FL D-5 5'-110"(700) PRECAST 6'-8" (80") PRECAST 896* 1 J38 '1742 . 2352 2965 3581 4190 469 830 469 1100 696 770 1099 062 1690 '1513 F 27-00 2091 1 2042 2573 3497 3107 410O 3042 778 9156 140 1937 2509 3035 3503 D-6 D-7 7'-6- (90-) PRECAST 9'-8- (116') PRECAST 688 697 1325 1310 2200 2753 3227 710 516 941 614. 608 5330 849 4-33 1302 BOB 1762 2225 1123 14*13 2690 1704 3157 1995 r 533 72 5327 7 1009 1369 7282688 J� 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR z 0 n. 2 In z 3� G C) OC - LH W 0 (D u] nm> (0) 00 0 I-_ U1 T_ W _J D 0 W < N C) 0 W W Fr 0 00 Z. 0H0 l,_ ZZ(D 11 > LU 0 - p 0 _J 0 ::) z <17L10 T_ < l___ _J LO W m n T_0 z (N < U) U) EC 0 LU X EL 0 > 0 cf) > 0 W0z WF < :D M rr Lo LLI LO Cc 0 IIZ 0O W I I I o Q C) W LL LL (D 0 W z 0 Fr 0� 0- 0 WzW W CE 0 Z LLJ Z < W F T_ Z U) 0 z LU - (J) WHI C� 0 [-- z z (D,r- 00 Fr II L- LLI Z - 00 UUU z Ul W U) LL Him M110 MIN z 0 66 W W _J ❑ C) Q) 110z' X-11 R, CY) 7r CT) C:) C14 q L.L 0 I< LIJ z 04 LJJ CD EL OF SHEET