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HomeMy WebLinkAbout1700 Forest Dr- 14-1620 (A) ADDITIOND,<< CITY OF SANFORD MAY 2 7 201 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I `f- (�.�' Documented Construction Value: $ r7C 1 000 Job Address: 1900 Historic District: Yes ❑ No`I3 Parcel ID: Zoning: Description of Work: PDX U1 O-(-\ Plan Review Contact Person: �L�e U E2 Title:ffmu1e� ����r Phone: � - ��� Fax: E-mail: _ �p�- )- �mwl - C (n Property Owner Information Name �(�' �'�'L pv_Cn.�1 Phone: L40-)-- Street: 40-)_Street: 0 (Do -C xe v \% Resident of property?: City, State Zip: i �(�.`il fC� } \\ Contractor Information Name ��1C `i' r0 �1'\Q 0AStNC ���r1 Phone: tt,,�� �- Street: �i. ds1'lrlpwy Fax: �L%� ' x021 9-71 City, State Zip: 6 )f I State License No.: t Architect/Engineer Information Phone: __n n �--�' j U - J / `1 __900 0 Fax: 3e(p — 5-7q5-7ql 6 5 Q/ Name: 1hitp, 1 Etb'f ' D12�AC ACE__) j Street:— City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: I -Z36 No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: E-mail: Mortgage Lender: &.4eCl_-ill MCC a Address: L`�� CC j % PERMIT INFORMATION Construction Type: X0 _ No. of Stories: Flood Zone: Plumbing ❑ New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: a a t i a SHED SHED SHED ROOF PLAN - Exist HB I I II - _ I I I I I I I I I I I I I I I = J I I .J I I I =:1 I I I I I I I I I I I REF. °Jl ° J ,LSI, B H 1 19,1 I91I ❑ LNDR ( EXI TING � MASTER EX15T1 KITCHEN o 5EDROOM I91I EXISTING 0 EXISTING 19d I D 3 © 1 91 1 I WI I C-------= ----- 1 I of IS4q I FAMILY RM. I I � EXISTING I I i Inial 1 -CAR GARAGE I�I lull 1 911 EXISTING j it i -- --- - ----- EXISTING DINING 1. 5EPRM. 2 EXISTING EXISTING D5 HB PORCH EXISTING I c:1 I I I ----- F - - - - - - I - - - - -- �-L----------- pl vi i Z 0 w d ILI T _w _r LL 0 Z w N Z U V d � 9 < 0 E zo U) cpr I N I in { U,N IW v �t QJ 0 . r G ��iwo Of d V r Q w f-n� IL �' 0 IJ0iU w ;-�X woo z z -c T 11: G p m � n 0 V- Don Bolden Eng. Inc j Donald G. Bolden, P.E. o Florida Reg. # 47524 L- Cert. of Auth. # 26030 P.O. Box 530783 DeBary, FL. 32753 cL r z ¢ 0 W Z N N w CLl ROOF DEMOLITION NOTES _ CK w Z SCALE: I/4" =: I'-0' 0 ( VERSION - 5 1 t T DEMOLITION NOTES z EXISTING 1:12 PITCH RAFTER FRAMING TO RI REMAIN O D 1 P U z U I� N w �� U iL' 0 U � (HEADER d SILL TO REMAIN) d cv Z F C R2 EXISTING FLAT ROOF FRAMING TO REMAIN z z� REMOVE EXISTING CASED OF'NG. R3 EXISTING OVERHANG TO BE REMOVED w o V w CL d o w O 00 0� 0 LL N a _ CK w Z SCALE: I/4" =: I'-0' 0 ( VERSION - 5 1 v'\ -DING U a zLu Q �A1`IF URO c N o z C/) t DEMOLITION NOTES z Z w z � O D 1 REMOVE EXISTING WINDOW a SILL TO SLAB U z U I� N w �� U iL' 0 U � (HEADER d SILL TO REMAIN) d cv Z F C z D3 REMOVE EXISTING CASED OF'NG. (HEADER TO REMAIN) w CL d o w O 00 0� 0 LL a O r DS a:DW o REMOVE EXISTING KNEEWALL AND v'\ -DING U a zLu Q �A1`IF URO c N o z C/) Z U) w SCALE: 1/4" _ 1'-011 DEMOLITION NOTES z D 1 REMOVE EXISTING WINDOW a SILL TO SLAB CL (HEADER TO REMAIN) N w �� REMOVE EXISTING WINDOW L F- z (HEADER d SILL TO REMAIN) s D3 REMOVE EXISTING CASED OF'NG. (HEADER TO REMAIN) w CL D REMOVE PORTION OF EXISTING WALL a REMOVE EXISTING DOOR r DS (HEADER TO REMAIN) o REMOVE EXISTING KNEEWALL AND Z ? D� SCREENING ABOVE U REMOVE EXISTING INTERIOR DOOR p� (NON-BEARING HEADER TO E3E REMOVED) N T N w PARTITION SCHEDULECK MASONRY WF-). FRAMED U) U-1 4 I EX15TING WALL TO J n r REMAIN X F -- - - - - - - - - - -i -- - - - - - - - - - - - EXISTING WALL TO ----- - - - - -- I r 5E REMOVED W Ld w_ 1 111 Z U) w SCALE: 1/4" _ 1'-011 im, 1111100Tie-in I EXISTING WALL TO REMAIN As AFP `�� ~ quC vi z w W z f - T C� !Y F- W W O ry WINDOW NOTES: 0- (Y E.A. = EMERGENCY ACCE55 w H TEMP. =TEMPERED o 055. = OE35CURF-D a z F- T (50. FT.) o U CL REMOVED ADDITION TOTAL LIVING 1,102 - - 994 Z z GARAGE 434 - - - - sLE OO 98 -98 - - 0 COV. PATIO q w z - - 203 203 ENTRY -- 0 39 39 TOTAL 1,634 - 9S 1,236 2,772 O w N O z w o U � a� T lyw z z L O VERSION — 5 z z Q z T- CD w 0 U o u. O ® o 0 F � O C —5UILDING T 5ET5ACK w ® o D® a OD O CL x ® LLL Ld a U— 5 0 0 U Z < W R' Q U z W U) >w 0 c—" � Q- U � nSANFORD ra w T AFP `�� ~ quC vi z w W z f - T C� !Y F- W W O ry WINDOW NOTES: 0- (Y E.A. = EMERGENCY ACCE55 w H TEMP. =TEMPERED o 055. = OE35CURF-D a z F- T (50. FT.) o U V) w uj w Ld w J v) UA x CL w r - w w W T W Z W SCALE: 1/4' I' -O" 4 t EXISTING REMOVED ADDITION TOTAL LIVING 1,102 - - 994 2096 GARAGE 434 - - - - 434 FORCN 98 -98 - - 0 COV. PATIO -- - - 203 203 ENTRY -- - - 39 39 TOTAL 1,634 - 9S 1,236 2,772 V) w uj w Ld w J v) UA x CL w r - w w W T W Z W SCALE: 1/4' I' -O" 4 t 8'-O' AFF. BEAR. HT. STONE VENEER CEMENTITIOUS FIN, rh 01-0qu FINISHED FLOOR rh a' -O. AFF. lu BEAR. HT. CEMENTITIOUS FIN. 01-01 FINISHED FLOOR EX15T CEMENTITIOUS FIN. CERTAINTEED MODIFIED BITUMEN SELF - OFF -RIDGE VENT CT'T P.) ADHEARING ROOF FLINTL A5TIC SA CAP 13' -II" ABV. GRADE L AYER OVER 5A POLY BASE LAYER OVER MAIN RF. HT. 15/32' C -D PLYWD. OR 1/I0' 0.5.15. 5HEATHINr I 1 I I L I I I n EXIST CEMENTITIOUS FIN. EXISTING STRUCTURE NEW ADDITION STUCCO FIN. 12 1 (TYP.)� A/C COMP. a2 RIGHT SIDE ELEVATION P'Ar-T M()r)IFIFn P.ITIIMP=K1 G nc,12.1=MR1 Y nv I .i. w', vv�.. 1/ STUCCO FIN. — LEFT SIDE ELEVATION STUCCO FIN. NEW SHED ROOF OVER ENTRY — 12 CTYR.)-C=====— FRAME -IN EXISTING PORCH 12 �1 (TYP.) ABV, GRADE MEAN RR HT. no A.F.F. BEAR. HT. CEMENTITIOUS FIN. FEE] El J. "A roxro P.T. WD. COL. \— EXIST AIC, COMP. W/ STUCCO FIN. 5EYOND NEW ADDITION EXISTING 5TRUCTURE REAR ELEVATION 13'-6' A.F.F. TOP OF PARAPET EX15T CEMENTITIOU5 FIN. NEW ROOF OVER EXISTING FLAT ROOF ter— STUCCO FIN. 01-0. FINISHED FLOOR ADE STONE VENEER EXIST CEMENTITIOU5 FIN. GRADE STUCCO FIN. 12 CTYP.) E I 75TONE VENEER �EX(5T CEMENTITIOUS FIN. EXISTING STRUCTURE NEW ADDITION vi z 0 V) 0 c T r u - U z w V) z O U z > ro o C n !r � Wrnm k w 0O N o �j �J JAw LJN 0J c z 8 x Ld 0iuw x 4-'X W00 z q m n 0 SCALE, 1/4 = 1 I ' O II Don Bolden Eng. Inc 0 0 x s 4 a r z 0 0 w -L C7 V) N Q w m O F - x w a ¢ 0 z SCALE: 1/4 ° = 11'0II Q� w 0 ¢ z w z z L cr p L } r71171117- El 5 L L q M [F-7 VENTED ALUMN. SOFFIT w IL C I FF7 [[7 [77 --------- - E ri ri cj ELEVATION NOTE: O z STUCCO FIN, A/C COMP. a2 RIGHT SIDE ELEVATION P'Ar-T M()r)IFIFn P.ITIIMP=K1 G nc,12.1=MR1 Y nv I .i. w', vv�.. 1/ STUCCO FIN. — LEFT SIDE ELEVATION STUCCO FIN. NEW SHED ROOF OVER ENTRY — 12 CTYR.)-C=====— FRAME -IN EXISTING PORCH 12 �1 (TYP.) ABV, GRADE MEAN RR HT. no A.F.F. BEAR. HT. CEMENTITIOUS FIN. FEE] El J. "A roxro P.T. WD. COL. \— EXIST AIC, COMP. W/ STUCCO FIN. 5EYOND NEW ADDITION EXISTING 5TRUCTURE REAR ELEVATION 13'-6' A.F.F. TOP OF PARAPET EX15T CEMENTITIOU5 FIN. NEW ROOF OVER EXISTING FLAT ROOF ter— STUCCO FIN. 01-0. FINISHED FLOOR ADE STONE VENEER EXIST CEMENTITIOU5 FIN. GRADE STUCCO FIN. 12 CTYP.) E I 75TONE VENEER �EX(5T CEMENTITIOUS FIN. EXISTING STRUCTURE NEW ADDITION vi z 0 V) 0 c T r u - U z w V) z O U z > ro o C n !r � Wrnm k w 0O N o �j �J JAw LJN 0J c z 8 x Ld 0iuw x 4-'X W00 z q m n 0 SCALE, 1/4 = 1 I ' O II Don Bolden Eng. Inc 0 0 x s 4 a r z 0 0 w -L C7 V) N Q w m O F - x w a ¢ 0 z SCALE: 1/4 ° = 11'0II Q� w 0 ¢ z w z z L cr p L } V VERSION - 5 L L q z VENTED ALUMN. SOFFIT w IL w w 0 LL �V p� ELEVATION NOTE: O z z LL WORI ZONTAL SIDING O 0 0 u L o Ld z ¢ ® F c U1 a O 00 � IL fy_w W O L u- p W Uo O EXIST CEMENTITIOUS FIN. z Q w1lD1A/C w CK < SANFORD L OFpARll��� GRADE o O V) w vl w x S' -O' A.r.r. w M F- I 0 �CALE: 1/411 = 11-11 SC/ ALUMN. FASCIA t z VENTED ALUMN. SOFFIT w w w r r ELEVATION NOTE: a 0 z REMOVE ALL EX15TING 0 WORI ZONTAL SIDING w a 0 S' -O' A.r.r. w M BEAR. HT. O ALUMN. FASCIA t 0 a VENTED ALUMN. SOFFIT w CTO MATCH EXIST) r r a 0 —CEMENTITIOU5 FIN. N s w V) O' -O' 0� FINISHED FLOOR N U) w GRADE r m w LJ t - -ALi-- EXIST C.M.U. WALL EXIST CONCRETE SLAB DRILL 3/4' X o'(D) HORZ. INTO EXIST GONG. FTG. 12" 15 REBAR TO BE EMBED. o" INTO 3/4' HOLE FILLED W/ 2 -PART NON -SHRINK EPDXY (TYP. 48' O.C.) 4' GONG. SLAB W/ /oxo O10 WELDED WIRE MESH OR FIBERMESH REINF, 01-0. Ald • - FIN. FLR. cs� a.. "o 8°x8'(D) CONT. t10N0. j;�z I FTG. W/ CIJ #5 CONT. (o -MIL, VAPOR BARRIER ON CLEAN, WELL COMPACTED FTG. 4 REINF. EXIST CONCRETE TERMITE TREATED FILL EXIST STEM WALL ETCx./NEW TURNED CONC. FILLED BLK. CELL W/ (I) 05 ROD VERT. CONT. FROM POST/COL. BEYOND (SEE PATIO =: SxBxio C.M.U. FTR, TO TIE BEAM W/ 25' LAP _gyp - � — — -IFI 11,2'GYP. BOARD ON 2x4 Q BTM, 4 10' HOOK a LINTEL 0'-0�l Illj FIN. FLR V 4' LONG. SLAB W/ oxo STEM WALL o -MIL. VAPOR II UP TO 4 COURSE "10 WELDED WIRE MESH FIN. FLR. =:Ila 4' CONCRETE SLAB OR FIBERMESH REINF, UP TO 4 COURSE el GRADE WELL COMPACTED It = _ JI II. mz 20'x8'(D) CONT, 0'-0' FTG. W/ (2) 15 CONT. 20. POLYETHYLENE VAPOR BARRIER OVER (I) 05 VERT. W/ 10' HOOK FIN. FLR �4 FOF'GH/FAT 10 BARRIER ON CLEAN, 4 10' HOOK a FTG. o-MIL. VAPOR C.M.U. WALL) II °_ - SOIL WITH o MIL. POLYETHYLENE VAPOR BARRIER ON GLEAN, BARRIER OVER COMPACTED CLEAN FILL. = Ja TERMITE TREATED FILL -J >- WELL COMPACTED ° �4 w TERMITE TREATED FILL EXIST CONCRETE SLAB INTO 3/4' HOLE FILLED W/ 2 -PART - � z NON-5HRINK EPDXY (TYP. 48' O.C.) EXIST FTG. 4 REINF. DRILL 3/4' X o'(D) HORZ, INTO EXIST GONG. FTG, i y - 16'x20'(D) CONT. MONO. FTG. W/ C2J 05 CONT. Ido' CI) "5 VERT. W/ 25" LAP 4 10' HOOK a FTG. MONO. �TC�. (TYP, C.M.U. WALL) ,n� CONC. FILLED BLK CELL W/ POST/COL. BEYOND (SEE PATIO 4' GONG. SLAB W/ oxo DETAIL FOR ANCHORING) 010 WELDED WIRE MESH _gyp - � — — OR FI5ERNE5H REINF. 11,2'GYP. BOARD ON 2x4 I 0'-0�l "10 WELDED WIRE MESH I ' FIN. FLR V OR FIBERMESH REINF. STEM WALL o -MIL. VAPOR II UP TO 4 COURSE BARRIER ON CLEAN, FIN. FLR. WELL COMPACTED p TERMITE TREATED FILL UP TO 4 COURSE BARRIER ON CLEAN, I'. GRADE WELL COMPACTED It = _ TERMITE TREATED FILL mz 20'x8'(D) CONT, GRADE FTG. W/ (2) 15 CONT. 20. POLYETHYLENE VAPOR BARRIER OVER (I) 05 VERT. W/ 10' HOOK 20'x8'(D) CONT. Q FTG. (END a SLAB) STEM WALL FOF'GH/FAT 10 BARRIER ON CLEAN, 4 10' HOOK a FTG. CONC. FILLED BLK CELL W/ s _ (1) 05 ROD VERT. CONT. FROM!F 8x8xlo C.M.U. FTR TO TIE BEAM W/ 25' LAP alli _gyp - � — — a BTM. 4 10" HOOK a LINTEL Illi 11,2'GYP. BOARD ON 2x4 4' CONC. SLAB W/ oxo p - il . ,: "10 WELDED WIRE MESH I ' STUDS a lo' O.C. W/ R -II OR FIBERMESH REINF. r — '� — ! '— - — ; N UK 0'-0' dl NEW 4' GONG. SLAB W/ oxo FIN. FLR. - _ Ilg STD. STEM WALL 6 -MIL. VAPOR - :jF UP TO 4 COURSE BARRIER ON CLEAN, I'. WELL COMPACTED It = _ TERMITE TREATED FILL U P.S.I. 4' THICK WITH FIBER -MESH REINFORCEMENT GRADE .: co POLYETHYLENE VAPOR BARRIER OVER Gil 20'x8'(D) CONT. E FTG. W/ (2) 05 CONT. 20. _ CU 05 VERT. W/ 25' LAP BARRIER ON CLEAN, 4 10' HOOK a FTG. WALL (TT'F'. C.M.U. WALL) -ELSTEM WELL COMPACTED 2x4 PT. BTM. PLT. SEALED a SLAB W/ CONST. ADH. OR CAULK, FASTENED W/ 5/a' ANCHOR BOLT W/ 3'x3'xl/a' 2x4 STUDS a lo' O.C. WASHER a 24' O.C., EMBED. l' 4' CONCRETE SLAB 01-0. �1 FIN. Ft -R. �( 'li STD. STEM WALL UP TO 4 COURSE I.. I Z L4 N L GRADE � . a � 42'x8'(D) CONT. c+l z FTG. W/ (2) "'v CONT. 42 � CI J 05 VERT. W/ 10' HOCK - a FTG. (END a SLAB) STEM WALL (T` F. Ei;;;,AME WALL) 2xo or 2x8 LUMBER MAY BE USED IN LIEU OF 2x4 LUMBER 4' CONC. SLAB W/ oxo POST/COL. BEYOND (SEE PATIO 010 WELDED WIRE MESH DETAIL FOR ANCHORING) OR FIBERMESH REINF. a .. a cr c+l GRADE 12' t" --�----.� o xld CDJ GOVT. MONO. THICKENED Ep(�;FTG. W/ (2) "5 CONT. 1 FOUNDATION DETAILS 6c,4LE: 1/2 = P-01 70 HB 501-91 2x4 PT. BTM. PLT. SEALED a SLAB s W/ CONST, ADN. OR CAULK, FASTENED 4 --Ow + - W/ 5/a' ANCHOR BOLT W/ 3'x3'xl/a' _gyp - � — — WASHER a 24' O.C., TO BE EMBED. 11,2'GYP. BOARD ON 2x4 THRU NEW SLAB. 4 4' INTO EX15T FTR. ,: STUDS a lo' O.C. W/ R -II S' -�' I r — '� — ! '— - — ; BATT. IN5UL BETWN. NEW 4' GONG. SLAB W/ oxo T do 010 WELDED WIRE MESH F -- 0 OR FI5ERME5H REINF. = _ FLOOR SLAB OF PLANT MIX CONCRETE 2500 U P.S.I. 4' THICK WITH FIBER -MESH REINFORCEMENT V) OVER TERMITE TREATED SOIL WITH o MIL. ,- POLYETHYLENE VAPOR BARRIER OVER o -MIL. VAPOR a .:• :.::..r. ' c OR _0 FIN. FLR, BARRIER ON CLEAN, ^W-' P.514' THICK WITH oxo 10/10 GAUGE REINFORCING J +' GRADE WELL COMPACTED SOIL WITH o MIL. POLYETHYLENE VAPOR w uj BARRIER OVER COMPACTED CLEAN FILL. TERMITE TREATED FILL -J >- APPLIED TO WALLS PER MANUR SPECS. MAY BE w USED IN LIEU OF TERMITE TREATED SOIL. w 12' "5 REBAR TO BE EMBED. o' EXIST CONCRETE SLAB INTO 3/4' HOLE FILLED W/ 2 -PART z N w Q NON-5HRINK EPDXY (TYP. 48' O.C.) EXIST FTG. 4 REINF. DRILL 3/4' X o'(D) HORZ, INTO EXIST GONG. FTG, EXIST MONO. FTC ./TUFNED EDGE/SL,A5 OVEN: SCALE- /2 = 1 O 1 EXIST SIDEWALK t LE 01-04 FINISHED FLOOR vi z U V) a X w u- 0 Z W V) L _ U U 0 c a 24'-8• w a. GONG. FILLED BLOCK II' -4' 13'-4' GONG, FILLED BLOCK CELL W/ (I) 05 VERT. CONT. W/ 10' HOOK a CELL W/ CIJ 05 VERT, FTG. END a SLAB (TYP. a ClRCLEJ s 4 --Ow + - � _L I _gyp - � — — CONT. W/ 25 LAP 4 10 0 HOOK a FTG. (TYP.) w n w � a_ — 4' S' -�' I r — '� — ! '— - — ; 0 T do F -- 0 4 a FLOOR SLAB OF PLANT MIX CONCRETE 2500 U P.S.I. 4' THICK WITH FIBER -MESH REINFORCEMENT 09 ;XIS A/C 3 m 4 I Q u- 0 ( IE I. HB z — V) 4 m n� I' •o" ALL A-5 ~ LLJ W/c - �MP. CA LAY / o 1/44 — J L42'/,42' CONC. ° ( PAD FOR A/C dl N $ 2'_0 • 2' -II.. 3' �. 2 _2j, COMP. w ' - 4',P P... UNDER SLAB I o ' ' FOR- A/C CHASl= I VERSION 5 cv } Z a o c L - o I ' < 01, 0. FINISHED FLOOR I 0Q M. m — 0 [a Q 0 � 0 w 0 cyS � Y . 0'-0' U " o W �. " < (n FRI 19 ® ,F o V) 30uj - L -I 10'-0" 5'-4' 2'-4' 0'-0" bi 1 i 0'-0' A-5 0'-0" T — —.• �,a, - 5 ter' � tY A- 5 Tr , _ ` -13' . Q '''�— `PU'r • EXIST SIDEWALK ILIa- EX15T ~ DRIVEWAY 7 12"I 23'-3' 2 z a 101-01 w u 20'-0' z z OLD s SANFORD cc r w CL crw s 0 0 z F -- NEW CONCRETE 5PEC5. a FLOOR SLAB OF PLANT MIX CONCRETE 2500 U P.S.I. 4' THICK WITH FIBER -MESH REINFORCEMENT V) OVER TERMITE TREATED SOIL WITH o MIL. ,- POLYETHYLENE VAPOR BARRIER OVER w COMPACTED CLEAN FILL. c OR vwi FLOOR SLAB OF PLANT MIX CONCRETE 2500 ^W-' P.514' THICK WITH oxo 10/10 GAUGE REINFORCING J MAT. WITH MIN I' COVER OVER TERMITE TREATED SOIL WITH o MIL. POLYETHYLENE VAPOR w uj BARRIER OVER COMPACTED CLEAN FILL. BORA-CARE (OR EQUAL) TERMITE TREATMENT >- APPLIED TO WALLS PER MANUR SPECS. MAY BE w USED IN LIEU OF TERMITE TREATED SOIL. w u w z N w Q i _ SCALE: 1,4 �� P-O ��� I �� �&E NOTES CONC. FILLED C.M.U. 'U' 05 --� I. L. All values based on mfnimUl! 4' nominal bearing. Exception: Safe loads for unfilled LINTEL UJ/ (I) CONT. a lintels must be reduced bg 209. iF bearing length is less than h-1/2'. 6'-8' INTO 3/4' DRILLED HOLE IN 5a Fe loads For all recessed lintels based on S° nominal bearing. EX15T LINTEL FILLED UJ/ 2 -PART 2. N.R. = Not Rated. z 3. SaMe loads are total superimposed allowable load on the section specifled. S" MASONRY 4. Safe loads based on grade 40 or grade �O field rebar. EXTER. WALL 5. Additional lateral load capacity can be obtained by the designer by providing WALL AND TIE BEAM W/ 25' LAP Q BTM. 4 10 additional reinforced masonry above the precast lintel. HOOK a LINTEL -- 6. One wl rebar may be substituted for two 05 rebars in S" lintels only. CON). FILLED BLK-ERT CEL L 1, The designer may evaluate concentrated loads from the safe load tables b y UJ/ (I) 05 RDD VERT. CONT. z calculating the maximum resisting moment and shear at d -away From the face or" support. FROM FTG. TO TIE BEAM 8. For composite lintel heights not shown, use safe load from next lower height. W1 25' LAP w BTM. 4 10' 9, All safe loads in units of pounds per linear Foot. HOOK a LINTEL C E-NEIRAL NOTES LLJ X 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. (1) *S VERT. UJ/ 25' LAP 4, Lintels are manuractured with 5-1/2' long notches at the ends to accommodate 4 10' HOOK a FTG. vertical cell reinforcing and grouting. 0 Wq S 5. All lintels meet or exceed L/3(oO vertical deflection, except lintels 11'-4' and longer with a nominal height of 8' meet or exceed L/1-30. STEM WALL FOOTING �. Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wlre stirrups are welded to the bottom steel for mechanical anchorage. CONT. CONC. FOOTING 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. (SEE FOUNDATION PLAN FOR SIZE AND 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 REINFORCEMENT) -� rIATEF,DiALS 0 I. F'c precast lintels = 3500 psi. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 psi w/ maximum 3/8' aggregate. 5 4. Concrete masonry units (CMU) per ASTM C90 w/ (SEE ELEVATION OR )ON). FILLED C.M.U. 'U' FLOOR PLAN) LINTEL W1 (1) a5 CONT. TRU55 BEAR. HT. a -18' 05 REBAR TO BE EMBED. ro' 6'-8' INTO 3/4' DRILLED HOLE IN 8' MASONRY EX15T LINTEL FILLED UJ/ 2 -PART EXTER. WALL �--� NON -SHRINK EPDXY 4 z EXTENDED INTO NEW LINTEL 12' L 1 3'-7" CONC. FILLED BLK- CELL � W/ (I) $5 ROD VERT. CONT. -EXISTING- MASONRY FROM FTG. TO TIE BEAM WALL AND TIE BEAM W/ 25' LAP Q BTM. 4 10 Qj r HOOK a LINTEL -- '--12' ^5 REBAR TO BE EMBED. o' INTO 3r4' DRILLED HOLE IN EXI5T FTG. FILLED UJ/ 2 -PART (1) 15 VERT. W/ 25' LAP NON -SHRINK EPDXY 4 4 10' HOOK a FTG. EXTENDED INTO NEW FTG. 6'0'-0' CONT. MONO FOOTING FINISHED FLR. (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) minimum net area compressive strength = 1900 psi. 30 -, NEW WALL LL ADDITIiJ 5 R ba ided i ecast 11 tel er ASTM Aro l5 /`'� e r Provn pr n p 6RroO. Field rebar per ASTM A&15 GR40 or GR60. 6. Prestressing strand per ASTM A416grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 9 05 REBAR AT TOP /�-MIN. (I) REQ'D 1-1/2' CLEAR C.M.U. 'U" BLOCK POURED CONC. LINTEL TYPE VARIES (SEE LINTEL OPTIONS) 1-5/8' ACT�U4 8" NOMINAL WVTH F = LINTEL FILLED WITH GROUT/ OF = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH -QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP T�FE DESA NATIOI ®NDBEAM SECTIONS BOTTOM REINFORCING STEEL POWER BOX PROVIDED IN LINTEL (VARIES) 15 REBAR AT BOTTOM OF LINTEL CAVITY W e r OPTION - A OPTION - R 8"x8" PRECAST 8"x8" POWER LINTEL BOX LINTEL BOTTOM REINFORCING STEEL POWER BOX PROVIDED IN LINTEL (VARIES) 15 REBAR AT BOTTOM OF LINTEL CAVITY 17 - OPTION - D OPTION - E 8"x6" RECESSED 8"x6" POWER PRECAST LiNTEL BOX LINTEL r j 8F14-1B/1f RECESSED 8F16-1B/1T 5GALE.- N/A -INVERTED 8X5XIro C.M.U. "U' LINTEL CONC, FILLED DBL. RIBBED POWER STEEL I - r OPTION - C 8"ff POWER STEEL LINTEL 8'x8"x2'(H) CONC. SLAB a EA. END SCALE: I" = P-0` FJA EX15TING STEM WALL FOOTING NSCALE: I%' = I'-0' (SEE ELEVATION OR FLOOR PL AN) TRU55 BEAR. HT. -18° #5 REBAR TO BE EMBED. V INTO 3r4' DRILLED HOLE IN EXIST LINTEL FILLED UJ/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12' EXISTING MASONRY WALL AND TIE BEAM ---12" 05 REBAR TO BE EMBED. INTO 3r4' DRILLED HOLE IN EXIST FTG. FILLED UJ/ 2 -PART NON-SNRINI< EPDX"t' 4 EXTENDED INTO NEW FTG. 9� ° FINISHED FLR - EXISTING STEM WALL FOOTING 31 - NEW WALL ADDITION SCALE: '/2'= I'-0' --------------------------------------------- II II II I I II I I II II I I II I I I I II II II II I I II II I I I I I I I I , I i II I I II II II II I I B II II --------------------- -------------------- II I I II II Il Il Il II Il f -- I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ .!.L -L1. -i 0 0 z z a ° II II I I 31 II I I �•- - I II II II I I II II II II II II II I I I I I I I I II II II 11 II II I I I I II II 30 II II II II II II II II I I I I II L ti U > a /Ul 6'-8' i 05 REBAR AT TOP /�-MIN. (I) REQ'D 1-1/2' CLEAR C.M.U. 'U" BLOCK POURED CONC. LINTEL TYPE VARIES (SEE LINTEL OPTIONS) 1-5/8' ACT�U4 8" NOMINAL WVTH F = LINTEL FILLED WITH GROUT/ OF = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH -QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP T�FE DESA NATIOI ®NDBEAM SECTIONS BOTTOM REINFORCING STEEL POWER BOX PROVIDED IN LINTEL (VARIES) 15 REBAR AT BOTTOM OF LINTEL CAVITY W e r OPTION - A OPTION - R 8"x8" PRECAST 8"x8" POWER LINTEL BOX LINTEL BOTTOM REINFORCING STEEL POWER BOX PROVIDED IN LINTEL (VARIES) 15 REBAR AT BOTTOM OF LINTEL CAVITY 17 - OPTION - D OPTION - E 8"x6" RECESSED 8"x6" POWER PRECAST LiNTEL BOX LINTEL r j 8F14-1B/1f RECESSED 8F16-1B/1T 5GALE.- N/A -INVERTED 8X5XIro C.M.U. "U' LINTEL CONC, FILLED DBL. RIBBED POWER STEEL I - r OPTION - C 8"ff POWER STEEL LINTEL 8'x8"x2'(H) CONC. SLAB a EA. END SCALE: I" = P-0` FJA EX15TING STEM WALL FOOTING NSCALE: I%' = I'-0' (SEE ELEVATION OR FLOOR PL AN) TRU55 BEAR. HT. -18° #5 REBAR TO BE EMBED. V INTO 3r4' DRILLED HOLE IN EXIST LINTEL FILLED UJ/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12' EXISTING MASONRY WALL AND TIE BEAM ---12" 05 REBAR TO BE EMBED. INTO 3r4' DRILLED HOLE IN EXIST FTG. FILLED UJ/ 2 -PART NON-SNRINI< EPDX"t' 4 EXTENDED INTO NEW FTG. 9� ° FINISHED FLR - EXISTING STEM WALL FOOTING 31 - NEW WALL ADDITION SCALE: '/2'= I'-0' --------------------------------------------- II II II I I II I I II II I I II I I I I II II II II I I II II I I I I I I I I , I i II I I II II II II I I B II II --------------------- -------------------- II I I II II Il Il Il II Il f -- I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ .!.L -L1. -i 0 0 z z TYPE II II I I 31 II I I �•- - I II II II I I II II II II II II II I I I I I I I I II II II 11 II II I I I I II II 30 II II II II II II II II I I I I II L ti U > z oW. /Ul 6'-8' EXTERIOR Li U' p It (n Q1 W � z \ w L 1 3'-7" ® � � OU N w r�� aa U Q Y w Qj r r U -6 o ZIL x 0j W w T U X 0 0 W z . � .Jm�. F O 0 LLJ X I l I I I l I I I I I I I I I I I 1 I I I I I - - - - - - - - - - - - - - - - - - - - - ----------------- - - - - -- ----� L----_� II II II II E03 II II II II II II II II 410,119 R&MA 2XI BEARING WALL SCHEDULE 0 TYPE II II I I 31 II I I �•- - I II II II I I II II II II II II II I I I I I I I I II II II 11 II II I I I I II II 30 II II II II II II II II I I I I II LOCATION _ I l I I I l I I I I I I I I I I I 1 I I I I I - - - - - - - - - - - - - - - - - - - - - ----------------- - - - - -- ----� L----_� II II II II E03 II II II II II II II II 410,119 R&MA 2XI BEARING WALL SCHEDULE 0 TYPE BEAR- HT. (A.F.F.) LOCATION CONDITION A C.M.U. 6'-8' EXTERIOR EXISTING 13 C.M.U. 8'-0' EXTERIOR EXISTING L 1 3'-7" d w z 2 2'-3" 6'-8" A.F.F. A,B,C (10Q 5'-10" 8 F 16-OB/1T E C.M.U. 8'-O" EXTERIOR NEW 7'-8" 8 F 14-18/1T 0 0X D,E RECESSED w LINTEL NO. TOTAL LENGTH TYPE SANF'ORD HEADER HT. RTM� z z (� z w T- I - 0 L 1 3'-7" d w z 2 2'-3" 6'-8" A.F.F. A,B,C (10Q 5'-10" 8 F 16-OB/1T 4'-6" 6'-8" A.F.F. w M :2 L 3 7'-8" 8 F 14-18/1T 0 0X D,E RECESSED LLJ X P 0% cr 0 z w 0 Wq S Ld w z z 0 0 2 VERSION - 5 z z Ld w a 0 U- � o 0 U y LU z P � o L Ld o W �. 0 LJ L ® IL w -j D 0 S z z Q ¢ Q z r U) Z 0 z U) zW J 1y W W w �=- V) L 3 a w w z F- LINTEL SCHEDULE LINTEL NO. TOTAL LENGTH TYPE SANF'ORD HEADER HT. RTM� 0 (� z w T- I - LINTEL SCHEDULE LINTEL NO. TOTAL LENGTH TYPE CLEAR SPAN HEADER HT. LINTEL OPTION COMMENTS L 1 3'-7" 8 F 16-0B/1T 2'-3" 6'-8" A.F.F. A,B,C L 2 5'-10" 8 F 16-OB/1T 4'-6" 6'-8" A.F.F. A,B,C L 3 7'-8" 8 F 14-18/1T 6'-4" 6'-8" A.F.F. D,E RECESSED i 0 a z ¢ T- o rr r a 0 M W } w V) V) U.1 w X w rn >- W w w L C� /� I W SCALE: 1/4!! = 1!-011 FRAME WALL ASSEMBLY NOTES co�nSiaN Noy-: ALL STRAPS ANp FASTENERS IN CONTACT W/ PRESSURE TREATED L UMBER TO BE GALVANIZED 0 3-1-AYER STIUCCO FINISH ON GALV. MTL. OR ?-MAX w OPAPER-BK RIBBED LATHE ATTACHED TO m SHEATHING a 6' O.C. EA. WAY OVER TYVEK OR EQUIVALENT M015TER BARRIER DBL. 2x12 IUD. BEAM ATTACHED TO SHEATHING PER MANUR UJ/ 11/2' PLYWD. FLITCH pE3L. 2x12 WD. BEAM W1 1/2' Fw SPECS PLYWD. FLITCH, FASTENED T WITH (3) ROWS IOd 6 12' O.C. OVER cv — w 15/32' C-D PLYWOOD OR x/16' 0.5.B. o SHEATHING W/ ALL EDGES BLOCKED ANDz ad COMMON NAILS w 4" O.C. AT EDGES 4 TYVEK OR EQUIVALENT z 6' O.G. 1w THE SHEATHING INTERIOR MOISTER BARRIER OVER BEAM -(2) SIMPSON L5TA la N o STRAPS UJ/ -1-10d a z '• POST i-10d a BEAM 3-L AYER STUCCO FIN15H ON z A .. FRAME WALL ASSEMBLY NOTES GALV. MTL. PAPER-BK RIBBED V GIC W w - LATHE ATTACHED a TO BEAM D .— n! (rA 6' O.C. EA. WAY W q 6x6 P.T. WD. COL. 0- ��� WOOD REAM CORNER POST SEAM DETAIL — A 3G: I' = r-o' z bi 90 LB. PEEL-N-5TICK ROOF MEMBRANE ON PLYWOOD 6c: 'ia" = I'-0'- W x O N DECKING UNDER ALUMN. CAP -' o [11 v ry U GALV. ALUMN. PARAPET V) Oj C h v a- - IWn2 CAP W/ [DRIP EDGE h1 Z'd 1 U FLASHING A5 REQ'D BEAR HT. w W o 0 MODIFIED BITUMEN SA (5ELF-AFMODIFIED BITUMEN SA (SELF-ADHEARING) X W r (SEE 56/6-2) CAP LAYER OVER 5A POLY BASE LAYER GAP LAYER OVER SA POLY BASE LAYER z (C d OVER 15/32'C-C) PLYWD. OR x/16' 0.5.8. OVER 15/32' G-D PLYWD. OR 1/16' O.S.B. Z SHEATHING SHEATHING m MODIFIED BITUMEN 5A (5ELF-ADHEARING) o CAP LAYER OVER 5A POLY 5A5E LAYER DBL 2x4 PLATE EXISTING RAFTERS SIMPSON MTS 12 2x8 RAFTERS 24' O.G. 51MP50N MT5 12 PRE-ENGINEERED OVER 15/32' C-D PLYWD. OR VI6' 0.5.8. i (UNLE55 OTHERW15E NOTED) (UNLE55 OTHERWISE NOTED) WD. TRUSS @ 24' O.C. � Don Bolden Eng. Inc SHEATHING �_ SIMPSON 5P 2 CLIP 1@ --� o Florida Reg # Donald 0. en, P.E. _ 16' U.G. TO TOP PLATE VENTED ALUMN. SOFFIT 0 Cert. of Reg. # 75230 MTL. DRIP EDGE MTL. DRIP EDGE P.O. Sox 530783 --- 6' ALUMN. FASCIA DeBary, FL. 32753 "�----- _ � - --- SIMP50N HUC412 W/ 6" ALUMN. FASCIA a O 2 6 5 5G _ OVER X UB-FA IA 3 C 00 O 6 0 6 5/ 2 PLYWOOD 7/I I DPL D R B 4444_ _ _I s � OVER 2X6 SUB-FASCIA a i i - IS x2 CONC. SCREWS 4 N RE —� 4 — _ i . SHEATHING W/ ALL EDGES BLOCKED AND --- �, CM.U. WALL 4 10-10d ad COMMON NAILS 4' O.C. AT EDGES 4 EXISTING FRAME -_� EXISTING RAFTERS ���`��----- ~--`� ±9'-5" A.F.F. NAILS 1@ BEAM — VENTED ALUMN. SOFFIT c KNEEWALL BEAR. HT. � 6' o.C. tD THE SHEATHING INTERIOR 2xa RAFTERS m 24' O.C._ BEAR. HT. 0 TYVEK OR EQUIVALENT MOISTER ---DBL. 2x4 PLATE w BARRIER OVER SHEATHING = R c� — 2x4 STUDS � 16' O.C. V 1/2' cn �z EXTR. CLC. BOARD u HH a' - 0' AFF. < Q) _r SIMPSON MT5 12 EA. MORTAR SETTING BED ON GALV. MTL. II I1 , SIMP50N MT5 12 w •; _ BEAR. HT. - z EXTR. CLC. BOARD m RAFTER PAPER-BK RIBBED LATHE ATTACHED TO = (UNLESS OTHERWISE NOTED) o SHEATHING m 6' O.C. EA. WAYv - PROVIDE 2x4 BLOCKINGEXIST INSUL s I A c,M.U. WALL- MORTAR DBL. 2x12 WD. BEAM JOINT EXIST CLC. BOARD - W/ 1/2' f"ILYWD. FLITCH '(2) SIMPSON LSTA Ia 5TRAPS W/ tv RAFTERS u -I -10d � P05T 4 -1-10d 1w BEAM 3-LAYER STUCCO FIN15H ON GALV. MTL. CULTURED STONE EXIST CONC. FILLED -2x4 PT. BTM. PLT. BTWN. TRUSSES, EN® BEAM TO LINTEL. 'U' CMU LINTEL W/ FAST N W/ 5i ' W E ED a EDGE o I PAPER-BK RIBBED LATHE ATTACHED RE NF. ANCHOR BOLT W/ 2' WASHER m TO POST a 6' O.C. EA. WAY Z 2x4 STUDS m 16' O.C.0 q) 24' O.C,, EMBED. 5' w TYVEK OR EQUIvALENT M015TER o 51MP50N 5P 1 OR 5P 4 BARRIER OVER POST 16' O.G. TO BTM. P.T. EX15T DRYWALL 6x6 P.T. WD. COL. _ ASSEMBLY EX15T INTERIOR / 01- 2x4 P.T. BTM. PLT. SEALED SLAB W/ z EXIST CMU. WALL ASSEMBLY / , L BEARING WALL SIMPSON 6 z CONST. ADH. OR CAULK, FASTENED W/ P N ABU 6 POST BASE W/ F%' ANCHOR BOLT W/ 3'x3'x1i8' WASHER 12-16d NAILS OR (2)1/2' THRU BOLTS TO POST 4 5/a' FRICT-FIT A.B. � 0 9 24' O.C., EMBED. l' , CO EMBED5 . MININTO FTG. 4 C SLAB LAB W / 66 . x � 010 WELDED WIRE MESH � - 4" CONCRETE SLAB OR FIBERNESH REINF.— VERSION — 5 0'-0 r f1 EXIST CONC. SLAB I 0'-0" a —, --* - FINISHED FLOOR W/ REINF. ° " - ••...• - FINISHED FLOOR ? 0 a 5TD. STEM WALL —\ - :I p 6-MIL. VAPOR i a UP TO 4• COURSE 0'-0' I o :p _ h-• BARRIER ON CLEAN, I .: I. I: :11 FINISHED FLOOR WELL COMPACTED TERMITE TREATED FILL II o ® -� �TL_ GRADE GRADE � U. . r C a� meq' Cd a+_.o � 5T. SEM WALL .47- V_ GRADEQ fA qUP TO 4 COURSE - 42'x5'(D) CONT. al EXIST CONCRETE EXIST CONCRETE Q FTG. W/ (2) 05 CONT. 42' (U5 VERT. W/ 10' WOOK FTG. 4 REINF. FTG. 4REINF . -, 20'xa'(D) CONT. FTG. _ 20—(1) "5 VERT. W/ 10' HOOK � o FTG. LEND SLAB) W/ (2) CONT. v FTG., END SLAB o LJ O LA 0 7 ENTRY PARAPET 5GALE: 1/2" -1'-0" 6 - ROOF - OVER SECTION &GALE: 11/2 = 1'-0' 6 RATIO COLUMN/BEAM DETAIL 5GALE: 1/2' -0" � v z w 2x8 RAFTERS Q 24' O.G. - MODIFIED BITUMEN 5A (5ELF-ADHEARING) MODIFIED BITUMEN 5A (SELF -ADHEARING) MODIFIED BITUMEN 5A (5ELF-ADHEARING) CAP LAYER OVER SA POLY SASE LAYER GAP LAYER OVER SA POLY f3ASE LAYER c� GAP LAYER OVER SA POLY BASE LAYER � D OVER 15/32' C-OVER 15/32' C-D PLYWD. OR 1/16" O.S.B. OVER 15/32'C-C) PLYWD. OR i/16' 0.5.8. z w D PLYWD. OR 1/16' 0.5.8. EXISTING RAFTERS EXISTING ROOF A55EMBLY PRE-ENGINEERED SHEATHING PRE-ENGINEERED SHEATHING z } z EX15TING ROOF ASSEMBLY SHEATHING WD. TRU55 Q 24" O.C. WD. TRU55 �+ 24' O.C. w O � w EXISTING HURRICANE STRAP 51MP50N META 16 TRU55 ANCHOR SIMP50N META 16 TRUSS ANCHOR o — z i MTL. DRIP EDGE z Cf Y_ EXISTING RAFTERS (UNLE55 OTHERWISE NOTED ON (UNLESS OTHERWISE NOTED ON EXISTING FASCIA ROOF PLAN) ROOF PLAN) cn > A� _� (n � 6' ALUMN. FASCIA ''�'}�'�}�'��� ASSEMBLY - —•— �---�.- -- _ [/—OVER 2X6 SUB-FASCIA VARIES - --v �� 8'-U" AFF. ~ Bl �(v 8'-0' A.F.F. OL a ' BEAR. HT. _ BEAR. HT. BEAR. NT. n r MTL. DRIP EDGE -MTL. DRIP EDGE BATT. or BLOWN BATT. or BLOWN BATT. or BLOWN V-0, AFF. INSUL (R-30) INSUL (R-30) - INSUL (R-30) Gi EX15T INSUL. BEAR. HT. _ 6' ALUMN. FASCIA 6' ALUMN. FASCIA z ww o 0 5 G. A CL . B = OVER 2X6 SUB-FASCIA C B 11 z E -' OFT. WD. TRIM OVER 2x6 SUB-FASCIA 2,0 0 EXIST CLG. BOARD VENTED ALUMN. SOFFIT Q Q a w N 15 EX15T DBL. 2x WD. BEAM 15 CONC. FILLED "U' CMU VENTED ALUMN. 50FFIT 15 CONC. FILLED 'U' CMU I�.. VENTED ALUMN. SOFFIT ``' o m N EXIST KNEEWALL LINTEL W/ (I) 05 LINTEL W/ (1) 05 w_ o Q ,t '/1" EXTR CLG. BOARD 2x4 FRAMING A5 REQ'D s N BAR CONT. BAR CONT. ,- EXIST GONG, FILLED �j z m a E E rn 'U' CMU LINTEL W/ , L INTEL HEADER CEMENTITIOU5 FIN15H II w < w F o� m co 1 : 31 REBAR TO BE EMBED. 6 INTO 3-LAYER STUCCO FINISH Oka' MIN. TOTAL T�{K.) I z - "� v REINF. Lilt 374' DRILLED HOLE IN EXIST LINTEL ON GALV. MTL. PAPER-BK RIBBED LATHE (SEE LINTEL 5CHED. If ( 2 0 ' w m F-• H H v o + FOR TYPE 4 REINF.) �9 L9 � Z c EXIST LINTEL - 14r FILLED W/ 2-PART NUN-5HRINK EPDXY ATTACHED TO SHEATHING @ 6' O.C. EA, WAY � HEADER u�.. 4 EXTENDED INTO NEW C.M.U. WALL 25' 'iz" DRYWALL OVER _ U : � v � z � w z )I P.T. FURRING STRIPS w v) w TYVEK OR EQUIVALENT MOISTER ' OVER VAPOR 1 c z J cj) c- a o N WINDOW PER PLANS -.o BARRIER OVER SHEATHING o ca tL w _ z GEMENTITIOUS FINISH z DRYWALLOVER ti ` CEMENTITIOU5 FINISH SILO/,y ~ w w 0 � zZ OVERRRIPORTRIPS WINDOW PER PLANS BARRIER -.II;` _ w � � it 15/32' C-D PLYWOOD OR 1/16' 0.5.5. SANFORD 0Y � � � z z � w a dL FILLED BLK CELL W/ (1) "5 CSAR CONT. I� , SHEATHING W/ ALL EDGES BLOCKED AND BARRIER P.C. CONC. SILL `� " iz' DRYWALL OVER (SEE FLOOR PLAN FOR LOCATION) a DRYWALL ON 2x4 ad COMMON NAILS a 4' O.C. AT EDGE5 4 �t�o <'� '- F= 0 < z `� ? w �, "� P.T. FURRING 5TRIP5 --[I.; 5TUD5 Q 16' O.C. W/ R-II = il.; �1R'f o z r I r' w U) -J� 6' O.C. a THE SHEATHING INTERIOR OVER VAPOR u.. BATT. INSUL BETWN. - - CONC. FILLED BLK. CELL W/ d v w 33 05 REBAR TO BE EMBED. a INTO axaxl6 C.M.U. axax16 C.M.U. = Jhl i F z w w o 00 w z� BARRIER If 3 _ (1) 05 ROD VERT. CONT. FROM T ¢ a w Ww /4 DRILLED HOLE IN EXIST FTG. 2x4 P.T. BTM. PLT. SEALED SLAB W/ Uh' = w w v x w w FTG. TO TIE BEAMW/25'LAP s W�g¢¢zzwz FILLED W/ 2-PART NON-5HRINK EPDXY NEW 4' CONC. SLAB W/ 6x6 CONST. ADN_ OR CAULK, FASTENED W/ 4" CONC. SLAB W/ 6x6 4' CONC. SLAB W/ 6x6 - BTM. 4 10' HOOK 0 LINTEL o o z ; z o m� axaxl6 C.M.U. 744,4 4 EXTENDED INTO NEW C.M.U. WALL 25" Kim WELDED WIRE MESH spa' ANCHOR BOLT W/ 3'x3'x'%' 010 WELDED WIRE MESH 010 WELDED WIRE MESH \ = u�l' v J 5 z v i II y WASHER e 24' O.C., EMBED. 7' 11j a F ¢ v> > z 3 w r z uov If, OR FIBER1E5H REINF. OR FI5ERMESH REINF. OR FIBERME5H REINF.— - •Irj o w _ w 4' CONC. SLAB W/ 6x6 ='ury v -� EX15T CONC. SLAB 4411 _ „ 0'-0" 0'-0" 0' 0" v, o W/ REINF. 10 WELDED WIRE MESH OR FIBERME5H REINF. 6-MIL. VAPOR 4 FINISHED FLOOR rW `- Y FINISHED FLOOR - ; a_ w's:�....:.. . off, 0 0' BARRIER ON CLEAN, " GRADE +�-----'_a jj.• FINISHED FLOOR PROJECT NO.: v� L1 WELL COMPACTED 6 MIL. VAPOR a 6-MIL. VAPOR = w G F-IN15HED FLOOR C/ TERMITE TREATED FILL r II' = Ij., IMG�551 ' --- .--. - �;:°-:q•,.;. BARRIER ON LEAN, I :.• BARRIER ON CLEAN, _ '°I• � DATE: II 12' 15 REBAR TO BE EMBED. 6' WELL COMPACTED h, WELL COMPACTED - — EXIST CONCRETE SLAB INTO 3/4' HOLE FILLED W/ 2-PART TERMITE TREATED FILL JI. - _ Z� TERMITE TREATED FILL _ .,II'• 25 APR 2014 NON-SHRINK EPDXY (TYP. 4a' O.C.) 5TD. STEM WALL _ -.... �� GRADE 5TD. STEM WALL - °J�J ' ' —<=, GRADE w DRAWN BY: SEE I/A-5 FOR FTG. F �. DETAIL 6-MIL. VAPOR UP TO 4 COURSE UP TO 4 COURSE BARRIER ON CLEAN, EXIST FTG. 4 REINF, [DRILL 3/4" X 6'(D) HORZ. �° Q %� ®— _ w ��� WELL COMPACTED INTO EXIST GONG. FTG. 20'x8'C1)) CONT. FTG. 20'x0'(D) CONT. FTG. cn Z EX15T CONCRETE TERMITE TREATED FILL W/ (2) 05 CONT. W/ (2) "5 CONT. \ w SHEET NO.: FTC-s. 4 REINF. 20 CU VERT. W/ 10" HOOK 20—(1) 05 VERT. W/ 25' LAP: 1 z Q FTG., END Q SLAB 4 10' HOOK B FTG. CK Alm% Ld 4 C.M.U. WALL FILL-IN SCALE: 1/2 = P-0' FRAME WALL FILL-IN SCALE: 1,2" =1'-0' 2 9 C.M.U. WALL W/ WINDOW SCALE: 1,2" _ -0' 1 - TYPICAL C.M.U. WALL 5GALE: 11/24=1'-01' SHINGLES4 VENEER (5EE EL EV.) r_ SUBTERRANEAN TERMITE PROTECTION ui FELT PAPER 2-16d ToE NAIL '-) RIDGE ISEAM--__� CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND - �� V) 4'x5' 26 GAUGE GALY. ALUMN. ROOF SHEATHING FINAL EARTH GRADE ON THE BUILDING SHALL NOT BE II w FLASHING W/ 11/4' ELECTRO GALY. \ E 2x8 RIDGE BEAM 0 LESS THAN 6 INCHES, !FBG 1403.Lb)EXCEPT- ROOFING II ROOFING NAILS �@ 6' D.C. W/ ALL TRU55 TOP CORD MEMBER L PAINT OR DECORATIVE CEMENTITIOUS FINISH II r n' WEATHER PLASTIC ROOF GEMENT LESS THAN 5/a' THICK ADHERED DIRECTLY TO a II 51MPSON L 5TA 12 W/ AF3V, 4 BLW. FLASHING 28 GAUGE GALY. ALUMN. DRIP <X INSERT 15 ROD IN EXITING RAFTER T THE MASONRY FOUNDATION SIDEWALL. THE FOLLOWING LUMBER GRADES SHALL.. BE THE MINIMUM ACCEPTABLE 10-IDd WHEN RAFTER OR TRUSS TOP CORD w EDGE W/ 11/4' ELECTRO GALY. II EPXOY FILLED DRILLED E 1 F EXCEEDS 6'-O' '- SHINGLES ROOFING NAILS' 4' 0��. W/ ALL 2. ACCT=SS OR Y)=RICES RAMPS UJNICN RISE TO II HOLE GRADE JNLE55 OTHERWISE NOTED: ___� UNDER SHEATH _ WEATHER PLASTIC ROOF GEMENT THE INTERIOR FIN15H FLOOR ELEVATION FOR I I FELT PAPER BTWN. FELT PAPER 4 SHINGLES THE WIDTH OF SUCH RAMPS ONLY. II \ (FIRST 18' FROM EDGE) 3. A FOUR INCH INSPECTION SPACE ABOVE PATIO 4' GONG, SLAB W/6X6 010 AND GARAGE SLABS AND ENTRY AREAS. II WELDED WIRE MESH --- t 4. IF THE PATIO HAS BEEN SOIL TREATED FOR II TERMITES, THE FINISH ELEVATION MAY MATCH II THE BUILDING INTERIOR FINISH FLOOR 0'-0" II ELEVATION ON MASONRY CONSTRUCTION ONLY. FINISHED FLOOR I ROOF SHEAtHING �. MASONRY VENEERS CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE it TRUSS TOP DRILL 3/4' DIA. HOLE 8" CHIN.) D INTO CONC. FTG. W/ IIS CORMEMBER STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND '� PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUT-rERS WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS LOC -TITS 2 -PART EPDXY SEE FOUNDATION PLAN FOR WITH EAVES OF LESS THAN 51X INCHES HORIZONTAL FOOTER SIZE AND REINF. PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A FTG. TYPE 5 -FLASHING 55 TA L D RIP ROOF ABOVE ANOTHER ROOF. SHALL BEINKLER AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT OF THE BUILDING SIDEWALL, THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD ANGLE SCALE' 2" = 1'-O"EDGE 3CALE• 2" = 1'-0" (FSC 1503.4.4) BUILDING CODE AND THE DETAILS OF REINFORCEMENT A5 PUBLISHED BY THE AN APPROV'-D PHYSICAL BARRIER SHALL ALSO BE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-89. MAX. BEARING STUD HEIGHT STUD SPECIES GRADE O.C. *2 CONSTRUCT. STUD I 1 1 � i 1 i 1 SPRUCE HEM -FIR DOUGLAS 24' a'-01 1 { 1 I 1 16" I0'-0" 12' 111-01 10'-2' 2x4 50, Y. PINE 24" / 12' 12'-I0' I0'-5' 9'-1' SPRUCE HEN -FIR DOUGLAS 2/4' 12'-0' 101-0' 16' 131-91 111-01 12' 1-1'-0' 13' -Ca' 2X6 PINEPY. IN 24' 131-9' 101-41 Iro' 16'-01 12' -ID -ID' 12" 19'-0' 14'-6" (_ ' w L 2x6 CONY. FRAMED o RAFTERS 0 ` \ z o o CTI E V) -EA. RAFTER TIED N TO 2x6 PLATE u/ c IP Z If 'f SIMPSON MTS 12 OR a QI 11 14 4-Ivd TOE NAIL 2xa RIDGEa H 2.5 z 0 r0 BEAM INTO LAST TRUSS TO ; - uj FORM VALLEY RIDGE 11 _x6 PLATE W/ SIMPSON Itn 0 'nw 2x4 COLLAR TIE W/ 3-I0d -�- MT5 12 'a 4a' O.G. TIED TO o0 IN vN a EA. END a EVERY THIRD _ - ROOF TRU55ES BELOW rw U 4 .' c9 PAIR OF RAFTERS OR FOR - OR w � EA. ,Q SPANS OVER I0'-0' - ' (3) SIMPSON SDS 1/4'x3/2' r 2 p SCREW a EA. TRUSS OR X = ' 1 INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST ii1 u 0 a, RAFTER MEMBER UNDER W m BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR w CO JOINT. IF MASONRY EXTENDS BELOW GRADE, A TERMITE SHEATHING a 34' O.C. MIN. x X p PROTECTIVE TREATMENT MUST BE APPLIED TO THE 33 - DOWEL REPLACEMENT DETAIL. CAVITY CAVITY CREATED BETWEEN THE VENEER AND z 0 48"x12" GALY. ALUNN. OFF -RIDGE THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER® ��� ,�" (FBC 2116) (BEARING) � o V VENT W/ I / ELECTRO GALY. VALLEY NV. FRAMING TL. ROOFING NAILS m 6' O.C. W/ ALL BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED WEATHER PLASTIC ROOF CEMENT BY A CONCRETE BEARING LEDGE OF SUCH THICKNESS AS ~ Don Bolden Eng. Inc ABV. 4 BLW. FLASHING - VENEER (SEE ELEV.) REQUIRED BY CHAPTER N WHICH 15 POUTPOURED �i INTEGRALLY WITH THE CONCRETE FOUNDATION. No ,_ cEMENTITloUS FINISH /'"� � SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH GENERAL NOTES: Donald G. Bolden, P.E. ALUMN. WINDOW SHINGLES 4"X5" 26 GAUGE GsAL V. ALUMN. WILL CREATE A HIDDEN GOLD JOINT SHALL BE USED S I M P S 0 N M T S M 6 0 Florida Reg. # 47524 (INSTALLED AS PER FLASHING W/ 11/4' ELECTRO GALY. I WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION I. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II SPECIES OR MINIMUM fb => 1300 P.S.I. � Cert. of Auth. # 26030 FELT PAPER 1 UNLESS THERE 15 AN APPROVED PHYSICAL BARRIER SCREW SCREW MANUF. SPECS.) axaX16 G.M.U. P.O. Box 530783 ROOFING NAILS w 6 O.C. W/ ALL (FBC 21162) NO. OF SCREWS UPLIFT LATERAL 2. SEE MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GARAGE DIAMETER: LENGTH: DOOR, ENTRY DOORS, PATIO DOORS AND WINDOWS TO BUILDING. GARAGE DOOR WEATHER PLASTIC ROOF CEMENT DeBary, FI_. 32753 ROOF SHEATHING ABV. 4 BLW. FLASHING CLEARANCE BETWEEN WOOD SIDING AND EARTH A THE - 'BUCKS' SHALL BE ATTACHED TO STUDS WITH 3/s" X 4' BOLTS, SPACED EACH 24" O.C. a ---'' EXTERIOR OF A BUILDING SHALL NOT BE LE55 THAN 6 �� �� INCHES EXCEPT WHERE SIDINCs, SHEATHING, ANp WALL 4 2 4 860 275 a WITH MINIMUM OF 3 BOLTS. TRUSS TOP SHINGLES FRAMING ARE OF APPROVED PRESERVATIVE TREATED CORD MEMBER ,>- WOOD OR APPROVED NATURALLY DURABLE WOOD. rTRAPS MAY BE DOUBLED FOR 1120 L35. UFL IFT ® `' 3. ALL DOORS 4 WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN FELT PAPER (FBC 22042.6) ACCORD ACCORD WITH FBC COMPLIANCE REPORTS � P 4 550 LBS LATERAL LOADECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN 4. SOIL MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBG SHALL BE MET. 0 BUILDING COMPONENTS THAT DIRECTLY ABUT THE SIDEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR � 8E CONSTRUCTED SO A5 TO PROVIDE: CON(. FILLED BLK. CELL ,/ , a 1. 1a INCHES CLEARANCE BENEATH, OR 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS z DRYWALL w 2. o INCHES CLEARANCE BETWEEN THE TOP OF 1x4 P.T. WINDOW BUCK W/ m THE COMPONENT AND THE EXTERIOR WALL (REPORT #3370, ICBG) X 133% UPLIFT FACTOR. TAPCONS AS PER SCHEDULE Ix6 P.T. FURRING STRIPS o 2x4 FRAMING HOLE COVERING OR, IN SHEATHING FOR VENT 3. HAVE COMPONENTS THAT ARE EASILY 3. SCREWS MUST BE INSTALLED AS PER MANUF. SPEC. REMOVABLE BY SCREWS OR HINGES TO ALLOW s TRUSS TOP CORD BEYOND ACCESS FOR INSPECTION OF THE FOUNDATION WINDOW SIDEWALL AND TREATMENT FOR TERMITES. WIN DOW JAMB DETAIL SCALE: 1" 1'-0' Q (FBC 23042.7) tP ► J m, PRE-ENGINEERED TRUSS 56 FLASHING GABLE/51 ORS RIDGE SUBTERRANEAN TERMITE 1-I0dxl/2 e TRUSS WALL SCALE: 1-011VENT 5CALE: 2" P -O' mU PROTECTION \\ \\ WOOD BASED EXTERIOR F 0 SIMPSON MTSM 16 1 SHEATHING 10.5.5. or PLYWD.) Q • r- =NTITIOU5 FINISH n, /z DRYWALL • LUMN. WINDOW �_ v 15 LB. FELT DRAINAGE PLANE ' / ! CAINSTALLED A5 PER C E LINTS]=LDSN SCHEDULE _ \� \ z ROOD ASSEMBLY DETAILS u -t / 0 / A --- - /1 -- ------------ - ----- i 1 / I 1 1 � i 1 i 1 1 { 1 I 1 / i 1 1 i i 1 i YJ i 1 t 1 i L - - - - - / 1. -(4) 1/4' x 21/4« MANUF. SPECS..) FOR TYPE 4 REINFJ GALY. MTL. PAPER -BK PRECAST LINTEL FILLED TITEN SCREWS Ix6 P.T. FURRING STRIPS \� \\ RIBBED LATHE 0 SHEATHING TYPE & FASTENING: B R CO T. (u "5 ` / X EXISTING SHEATHING BAR DONT' '�-\C 3 -LAYER STUCCO FINISH o TO REMAIN UNCHANGED Ix4 P.T. WINDOW BUCK W/ \ \\ w VERSION - 5 TAPGONS AS PER (1/8' NOM. THICKNESS) r FASTENER SCHEDULE NEW SHEATHING a' G.M.U. WALL - \\ DRAINAGE PLANE OVERLAP Z t 15/32' C -D PLYWOOD OR 1/16' O.S.B. SHEATHING CONTROL BEAD FLASHING 0 W/ 8d RING -SHANK NAILS 4 O.G. ON EDGES /�� -�- WOOD FRAME /MASONRY a. O U) LL CZ 1@' _ �` D MEMBRANE STRIP OVER w USS ~-�� INSULATION �' AND FIRST FOUR FEET OF ROOF SHEATHING, FROM \ � _�- \ o ALL EDGES, AND 6' O.G. SHEATHING INTERIOR 32 ... OPTIONAL TR TIE ' _ WINDOW AD DETAIL I \ � FELT PAPER TYPE & FASTENING: / SCALE. 3/4 I -0 � o d SCALE: I" = I' -O" ° -'-- \ \\ METAL OR PLASTIC p � � � O MODIFIED BITUMEN 111 o \ w O CERTAINTEED FLINTLASTIC 5A POLY BASE W/ -f ° - z ROOFING NAILS 9" O.C. ON SIDE LAPS 4 EVERY � (� ALUMN. WINDOW v EXPANSION JOINT111 F) (INSTALLED A5 PER TOP OF ° ° s MASONRY WALL ° G v \ MEMBRANE STRIP COVERING IS' ON CENTER IN (2) STAGGERED ROWS IN FIELD77 MANUF. SPECS.) ° ° OR ° �. , ° ° \ WOOD FRAME / MASONRY 0w Q �• ATTACH BY PRIMING W/ FLINTPRIME 5A 1@ RATE WD. OR MARBLE SILL \ INTERSECTION UNDER OF .20-.25 GAL/50. HOT MOP BASE LAYER W/ P.C. CONC. SILL- ° EXPANSION JOINT EQUAL TO o ®`d o° \ p 3' SIDELAPS 4 4' ENDLAPS. OFFSET ENDS 36 PROTECTO WRAP BT-20xL 9" / °LL SHINGLE TYPE & FASTENING: °°y ° \\\ T D TO EXTEND 2' BELOW ® O MODIFIED BITUMEN / CEMENTITIOUS FINISH ° \ D o -Ix2 P.T. FURRING STRIPS ° t. o \\ \ \ �-CEMENTITIOUS FINISH U MODIFIED BITUMEN 5A (SELF-ADHEARED) CAP 8X8XI6 G,M.U. � � ° ° � � \ � LAYER OVER BASE LAYER VENT TYPE & FASTENING: o ° ° G \\\\ `� w 4'-0" x I'-O'GAL-V. OFF -RIDGE VENTS W/ 11/4" 1/2' DRYWALL `, w ELECTRO GALY. ROOFING NAILS ^ 6" O.C.a ��-EDGE OF MASONRY WALL FLASHING TYPE & FASTENING: z n 26 GAUGE GALY. ALUMN. FLASHING W/ 11/4' 0� Z ELECTRO GALY. ROOFING NAILS Q 6" O.G. \�/ SILL/� STUCCO ' '°' 0 O WINDO SL TIME 1 U C EXPANSION JOINT DTL. SCALE: 6" = 1'-0" 4 cn SCALE: I' = I'-0' z ® �/ W ROOF ASSEMBLY/NAILING I /NAILING DETAIL SCALE: 1/4" = 1'-0 4 w BUCK: 1 1 MASONRY 1 MA50NRY yi 1x4 P.T. S.Y.R. 4' MAX. OPENING 4' MAX. OPENING - 2' MIN. 2' MIN. (STUD GRADE) a � N o N HEADER z X HEADER HEADER z X HEADER w p 0 N eLICK BUCK BUCK <1 BUCK =W O W FASTENERS: 1/� u 1 u n in 510E SIDE 51DE �� �t SIDE z ? ¢ rn 4 X 2 /4 T APGON � 14 O.C, BucK - _ N q _ N r� eucK �ucK-�� aucK V) ¢ _ - 0) 00 � C11/2' EMBED. INTO CONC.) T 2 m uj� v OR WINDOW DOOR � � o � 3/16" X 21/) " T AF'C ON '� I & " O.G. OPNC�. ? OPNCs. ? ' o 0 p Q w �� �� w cc � n Lu 5ILL(13/4' EMBED, INTO GONG.) � au n ai Lu z _ui ~~=O1x4 P.T. BUCK / APS✓N FASTENERS 1 6 2 0 O ZZU WW w �U"J<d�{ lo LJ Wzrin 0 � U C] W W Q N q- V) � EN(-*INEERING SPECS. ENGINEERING SPECS. ¢ ¢Q� w 0 a Q X w w� a' G.M.U. WALL z w z w 0 o a o o w z `r WIND LOAD FACTOR UP TO: WIND LOAD FACTOR UP TO: _ `n n: 1F- a z 7 z `1' z o0 CONC. FILLED BLK. CELL W/ (1) ❑ 3ILD/N 0 07 � _ 0 o a � n_W a5 CONT. 2x P.T. BUCK OR -44.1 LBS. PER SQ. FT. C -44.7 LBS. PER 5Q. FT. � z v'w 1 z z w �w 3/8' RED -HEAD WEDGE A.B. _ (STUD GRAPE CK S,4 4EORD p Z o - ~ oa +35.9 LB5. PER 5Q. FT. +35.9 LB5. PER SQ. FT. o w ¢ w 0 z m c�cn W/ 1/2' WASHER Q 48' O.G. MIN. WINDOW LOCATION MAY BE AT ANY 0Arm� 'AlDOOR LOCATION MAY BE AT ANY Ln EMBED. 3/a MIN. 1 � � I"-2" (2) ROWS CASEHARDEN!=D POINT ON A WALL � {kTI��� POINT ON A WALL � LOCATE CU WITHIN 16' OF �Q lOd o" O.C. ``' PROJECT NO.: TOP -PLATE FASTENER REQUIRED TO BE WITHIN FASTENER REQUIRED TO BE WITHIN U.1 IMCC552 oR41 OF BUCK END NO CLOSER THAN 4" OF BUCK END NO CLOSER THAN DATE I/4" TAPCON EMBED. 11/4" IN GONG. 2:< P.T. ENE-) 2' FROM BUCK END 2" FROM BUCK END • 25 4PR 2014 STUD 2X4 (P.T.) END a 24" O.C.. STUD FASTENERS TO BE SPACED FASTENERS TO BE SPACED w DRAWN BY: OR 15/32" C -D PLYWp. SHEATHING W/ IOd v EQUALLY 4 FULL EMBED. OF SCREW EQUALLY 4 FULL EMBED, OF SCREW CL JTR NOTE: STUDS MAY COMM. 'w 6" O.C. TO END STUD BP.T. 2X6 OR 2X8 2x or DBL. 1x BUCK W/ NAILS HEAD INTO BUCK HEAD INTO BUCK w r M P.T. (02 S.Y.PJ SCALE: I' = I'-0' UJINDOW BUCK TO BE MIN. OF 3/4" OOR BUCK TO r3E MIN. OF 3/4' THK. cwe SHEET NO.: THK s orw z /� 25 - BLOCK/FRAME CONNECTION SCALE: 3/4' : 1'-0' BUCK and FASTENING ONIONS MASONRY WINDOW OPENINGS MASONRY DOOR OPENINGS 0� (ALL BRANDS) SCALE: N/A (ALL' BRANDS) SCALE: N/A I r I I I r