Loading...
HomeMy WebLinkAbout2014 Mellonville Ave #14-1793 - Renovations (a)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:' " � Documented Construction Value: $154,285. .Job Address: 2014 South Mellonville Ave Historic District: Yes ❑ No 19 Parcel ID: 31-19-31-513-0000-0030 Zoning: Residential Description of work: Renovation of Single Family Residence Plan Review Contact Person: Richard Kovacsik-„f 'Title: President Phone: 321-377-0480 Fax: 407-322-8641 E-mail: rick@cbiamerica.com Name HILL, Reginald & Carrie Street: 2014 S Mellonville Ave City, state Zip: Sanford FL 32771 Property Owner Information Phone: 407-914-9871 Resident of property? - Yes Contractor Information Name Corinthian Builders Inc Phone: 407-403-5658 Street: 2175 Marquette Avenue Fax: 407-322-8641 City, State Zip: Sanford FL 32773 state License No.: CGC 058246 Architect/Engineer Information Name: T.S. Chehal Phone: 407-521-5557 Street: 531 S. S.R. 434 Fax: 407-521-5434 City, St, Zip. Altamonte Springs, FL 32714 F -mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit El Square Footage: 2,041 Construction Type: �� No. of Stories: 1 No. of Dwelling Units: 1 Flood Zone: OGGvPANc-t i'wf t Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) r r J Plumbing El New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: ( -]�'Ll( 12'-8' 48' Existing Power Meter (To Remain, U.N.O.) 68" Weide Brick Area (To Be Removed) Ex'!! -ting Front Entry porch 8' C0lirg (Mad'" led, See Proposed) Existing Metal Posts ■ (To Remove, See Proposed) ........... ..................................I............... 12'-8" 1119-5 1/4" '-1 1/4' (ro Remain, U.N.O.) 18'-6 3/8"- -32'-10 3/4" 7'-6 3/8' REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER '71--JIv' � --- DATE SANFORD BUILDINQ DIVISIQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #1 4 C� � IN- MOO SANFQr— A e CON,3-TRUED TO 131- A PERMIT ISS`�p pE D WI rM THE WOARLTE� ORO SET LICENSE TO P -THE TFoHNICAL AU(HORITY To VIOLATE, CANCEL, ASIDE ANY OF THIS ISSUANCE ICOFA PER IT ��E ENT CODES, NOR SHA THE BUILDING OFFICIAL FROM THE ERRORS IN PLANS, REQUIRING A ICON �R ��Q��FpplS OF H S CODE CONSTRUCT Areae Existing 1st Floor Living 2,041 S.F. (Includes Existing Utility) Existing Covered Carport 362 S.F. Existing Front Entry Porch 183 S.F. Existing Total Under Roof 2,586 S.F. NOTE: Existing S'ab And Footings Of Envelope Of Home Is To Remain (See Proposed Plans For New Window/Door Locations And Interior Design Work) Existing Gondltlon5 Roor Pian BUILDER: 1-41 FA 5A83 2115 Marquette Avenue Sanford, FL 32713 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: rlNvi Coml��Ktron. A�tdidom, �Ight Cnnui,�;icial 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDan jou@cf1.rr.com STRUCTURAL ENGINEER: _c n N { tT � � <r- 1`►" -i Lo 1 `n 0 . 1- G ;_: STKUCTURAL NOTES: � z C_ 00 (D .4 p 00 N (U I a : (n W q) W ai rn rn a 47 C L (n O FQ m U T t.i c `p l� tn p Q •� � C i 'U N c i II 3 0 ca 0) Q7 O U z o o c a>CD Cj- ( CL i v �, N cr ;cj � Q Revisions 1 ■ t) V Q3 N _ U -� o C7 C� "' o Q CD OLw o a M v; I Q N tY7 a z � C.;)• O W LLJ F W � a Q a a � JOB: MELLONVILLE DATE: 4/15/2014 SCALE: 1/4"= 1 0" SHEET: OF: 7 I If A Dowel Is Missed, App lyy With Epoxy (Simpson IET) With 6" Embedment Drill 3/4 Diameter Holes For 15 Dowels, 12'-8 3/4' ti Bedroom 4/Oce 8 Ceiling 41 (Egress) 25 SH (-32.1 PSF) rn 1 r CL- . . . . . . . . . . . . . . . . . . . .. ' M ■ N ........... ........... L° ■ 64' 9'-6 1/8" 9'-6 5/8' /Ve tJ Filled Cell With (1) 15 vertical W10V =S;HHB(TYP) 25 H3 SH (-32. -32.1 PSF) r ■ 1 I N (Egress) M O LO —� Bedroom 3 8' Ceiling ---10'-81 5/8" - 13'-0 5/8" Living Room 8' Ceilincl LO -�---—16'-•5 3/8'- Bath 2 Q' 8' Ceiling j (Access Both) 5' 4" 2'-11 1/2' 2868 ca Attic Access (22"x36") 9'-91/4" 2668 I ■ 0 —6'-5 3/4' Foyer 8' Ceiling 2868 14' 6'-8 3/8' 25 SH 25H (-32.1 PSF) (-32.1 PSF) ■ r e ■ ■ (Egress) (Egress) i� a I M 'LI Bedroom 2 8' CeilingCD LO �. Q Mauer Bedroom 00 1 8' Ceiling I I 10'-11 1/8' - . '-0/z" 12'-4 1/4" -3 1/2' ■ ■ 3068 tl ■ - - - -- - - (-39.6 PSF) ■I I -(• DBL. •25 SH I Step Down Box Out P.C. Lint, Width Of Columns -4' ■ co I 10 ca+ 6'-3 7/8" 10'-6 3/1'- 2668 /4' 2668 2668 M. Bath /' r W. i "G" 8' Ceiling a � 8' Ceiling T 2 I / \ r OO �. O I� O Frig. Range/Hood j 17'-21/8' ■ in tL Kitchen 8' Ceiling N � M Step Down/Opening DW ° Gathering RoomOning Room i 8' Ceiling Attic Access m'-�- (22 x36) — \� r ° r r p ■ r 2868 H5 SH H5'SH H5' SH (-32.1 PSF) (-32.1 PSF) (-32:1 PSF) Y Oovered Garport ' 8' Ceiling j N , / V7 f tl LT Utility 8Ceiling W D . wH I I■ ■ ■ 12" Sqq. CMU Columns I 012" Sq. CMU Columns With (Z) f5 Vertical (TYP) I a Box Out P.C. Lintels Full , With (2) 1f5 Vertical (TYP) • v) Width Of Columns (TYP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---_ — 6'-4" 6'-4' 6'-9 7/8' - 11'-9 7/8" 1' 4'-7 5/8" 1' 5-7 1/2" 3'-7 3/4' -•3'-7 3/4' 5'-7 1/2' 1' 6'-6 3/8"- 12'-8" 1113'-7 5/8' 6'-7 5/8" 7X 18'-6 3/8' T-6 3/8"- 31'-3 5/8" - 32'-8 3/8" HB (-30.8 PSF) 2,041 Closet Shelving Legend to Wire/Wood Shelving ■ 12" D. Rod And ........ S.F. I........LO 5 Shelves, 16" D., 13" Spacing ....... ...... ................. ................... U 12" D. Rod And rte, FC� I r .......... .......... =a 4" ..... ......... .... .I. `—:........... ... .. ... .................. .................. ■■ ■ Front Entry 8' Ceiling ., ' .I Box Out P.C. Lint, Width Of Columns -4' ■ co I 10 ca+ 6'-3 7/8" 10'-6 3/1'- 2668 /4' 2668 2668 M. Bath /' r W. i "G" 8' Ceiling a � 8' Ceiling T 2 I / \ r OO �. O I� O Frig. Range/Hood j 17'-21/8' ■ in tL Kitchen 8' Ceiling N � M Step Down/Opening DW ° Gathering RoomOning Room i 8' Ceiling Attic Access m'-�- (22 x36) — \� r ° r r p ■ r 2868 H5 SH H5'SH H5' SH (-32.1 PSF) (-32.1 PSF) (-32:1 PSF) Y Oovered Garport ' 8' Ceiling j N , / V7 f tl LT Utility 8Ceiling W D . wH I I■ ■ ■ 12" Sqq. CMU Columns I 012" Sq. CMU Columns With (Z) f5 Vertical (TYP) I a Box Out P.C. Lintels Full , With (2) 1f5 Vertical (TYP) • v) Width Of Columns (TYP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---_ — 6'-4" 6'-4' 6'-9 7/8' - 11'-9 7/8" 1' 4'-7 5/8" 1' 5-7 1/2" 3'-7 3/4' -•3'-7 3/4' 5'-7 1/2' 1' 6'-6 3/8"- 12'-8" 1113'-7 5/8' 6'-7 5/8" 7X 18'-6 3/8' T-6 3/8"- 31'-3 5/8" - 32'-8 3/8" General lumber Notes 1. All Lumber to be Southem Yellow Pine 12 with maximum content of moisture 19X Exterior Lumber to be Pressure Treated. Studs May Be Spruce #2. Proposed 1st Floor Living 2,041 Closet Shelving Legend Covered Carport Wire/Wood Shelving T 12" D. Rod And Shelf @ 68" FI S.F. i 5 Shelves, 12" D., 13" Spacing 5 Shelves, 16" D., 13" Spacing Use Wood U 12" D. Rod And Shelf 0 68" H. FC� 12"D.RAnd S©42"&84"H. General lumber Notes 1. All Lumber to be Southem Yellow Pine 12 with maximum content of moisture 19X Exterior Lumber to be Pressure Treated. Studs May Be Spruce #2. Proposed 1st Floor Living 2,041 S.F. Proposed Covered Carport 362 S.F. Proposed Front Entry Porch 183 S.F. Total 2,586 S.F. //VCW Interior Load Bearing Walls REVIEWED FOR CODE COMPLIANCE PLANS EXAMI ER DATE `793 Proposed Floor Plan BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: �* I ___- nCW WistluC(IQn. Addluwa. Light. Comfiwfclal 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDan jougcli.rr.com STRUCTURAL ENGINEER: 4� O o c Lq v � 1 t � V; F- t ; LO C'. 7' C� d Cil Z ai g. 1� r f� X 11 W 0 �( V. STRUCTURAL NOTES: a o Q o W v v oa o , ¢'—f) L�ja CJI_Qa Cil j V) W G M 'U f].. _0 r. a) c c -o a a ME'a-XD c v� Fes— L5 a c as aD D C v Lv �o -2�vCD� a 'cu � c i2.2 CL ,1 in a N c� II o CO rn o L' ra Q FEE. •' N��,� =til Q''7 O �-' C -.�.. U 4. t1., Cn U U7 d D7� I.�T til N � .NL c� �v 1 CC U) N r ri tY Revisions i_ Cil ^K3 � N _ N +^ r•7 G4 C3 �' a I ¢' ca .� Q c r�� s q N r� kj a N 0. O p � JOB: MELLONVILLE DATE: 4/15/2014 SCALE: 1/4"=1'-0" SHEET: OF: 7 ((1) 15 Vertical 1t �} I�r ��EW/ =t-(TYP) ■ ■ ■ LOTub Lav (Existing, To Remain) Lav i 26'-3 1/4' 6'-10 3/4"— r ■ 37'-6 3/4"-•-- I I I I I1V 1 0'- 0" Fin. Floor _ (Existing 4" Slab To Remain) i i . 41 ■ ■ ■ ■ ■ ■ — — - HB (E General Foundation Notes 1. All Concrete Slabs Shall Have A Compressive Strength Of Not Less Than 2500 P.S,I. At 28 Days. Slabs Shall Be Reinforced With Fiber Mesh On 6 Mil, Vapor Barrier Over Clean Compacted Termite Treated Fill. 2. Concrete Footings Shall Have A Compressive Strength Of Not Less Than 2500 P.S.I. At 28 Days. Reinforce Footings With #5 Bars As Indicated. All Bars Shall Be Deformed, And Shall Conform To ASTM Designation A305, And Be Clean And Free From Rust And Scale. Splices Shall Overlap Atleost 25 Min. All Rebar To Be Grade 40. 3. For Concrete Block Walls Provide Concrete Filled Cells (1) #5 Bar Vertically Cont. From Footing To Tie Beam At All Comers And Where Otherwise Noted As Per Foundation Plan. 4. Extend Slab 1 1/2" At Door Openings. 5. Extend Slab 1 1/2" And Recess 3/4" For Sliding Glass Door Tracks. NOTE: FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSF. V-4 3/4" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 —18'-7 5/8' --5-7 5/8" 31'-3 5/8" To Carlo Scorpio, Construction Project Manager In reference to the above named project, as listed on tiie Foundation Plan (Drawing sn, Detail 7.1), the are requesting verification of the existing load bearing Footer. This interior footer runs in a north / south direction and is approximately 23 feet in length. Verification is required to provide proper loading for :the support wall carrying the interior truss loads.. To erisure accuracy and Uniformity (width and depth) of the footer, we suggest a minimof six (6) exploratory drill points or provide the services of an NDT certified company. A/C Unit On Existing Conc. Pad (To Remain) JIItV�IM Y s /n" I. . 4 -8 3/8" 19'-6 3/8" 7'-0 3/8" —32'-•8 3/8- I " 'R I I ai Footing Details 3 1/2" Conc. Slab With Vapor Barrier •.4 -- I , i Mill �i I (1) 15 Rebar Cant, 8' 8" Monolithic Thickened Edge (Existing, To Remain) 3 1/2' Conc. Slab With Vapor Barrier "'TTI" -'-(2) J5 Rebar Cont. 16" 4 1 -Story Exterior Load Bearing Footer (Existing, To Remain) 2x P.T. Plate With SPI Or SP4 Double 2x Top Plate At 32" O.C. And With SP2 At 32 O,C. (1/2" Dia. x 10' A.B. Or 1/2" Dia. x 8' Expansion Bolts At 21' O.C. 2x Stud Wall At 16" O.C. With 2" Dia, x 1/8' Washers) (12 SPF Or 13 SYP) 3 1/2" Conc. Slab With Vapor Barrier Q III -=III-- ° • ." . ° •" ' I ----III- =1 (2) #5 Rebar Cont. 16" Interior Load Bearing Footer (1 -story) 2x RT. Plate With SPI Or SP4 c. At 32" O.C. And (1/2' Dia. x 10' A.B. Or 1/2" Dia. Y 2x Stud Wall((Bearing x 8" Expansion Bolts At 21" O.C. �= At 16' O.C. With Insul)ation With 2' Dia. x 1/8' Washers) r 3 1/2" Conc. Slab With 3 1/2' Cone, Slob With Vapor Barrier Vapor Barrier A7 Fit i (2) 15 Rebar Cont. 4" 16" Step Load Bearing (1 -Story) (Existing/Field Verify) 3 1/2" Conc, Slab With 3 1/2" Conc. Slab With Vapor Barrier Vapor Barrier • , .' . ,III—I H=1 _Q I r- Iy r r r—'—l r i i I T,�f� �- (1) 15 Rebar Cont. 4" 8" 10 Shower Recess Step Footing (Monolithic Footing) I Notes I (D 24" x 24" x 16" Deep Pad With (3) #5 Rebar Each Way (TYP.) ® 1 1/2" Door Threshold Extension (TYP) (Confirm Door Rough Opening) Footings Have Been Designed For A Soil Bearing Pressure Of 2000 PSF. If A Dowel Is Missing, Apply With Epoxy (Simpson #ET) With 6" Embedment. Drill 3/4" Dia. Holes For #5 Dowels. BUILDER: �V 2175 Marquette Avenue v Sanford, FL 32773 407,403.5658 (Office) 407.322.8641 (Fax) -#-- Q BUILDING DESIGNER: nPw Ccalstluction. Additions. =A Light Convnarctal O O 226 Oak Road f—e .¢ Winter Springs, FL 32708 407,435.6959 CD SDan)ou9cfl.rr.com REVIEWED FOR CODE COMPLIANCE � STRUCTURAL ENGINEER: d_ PLANS EXAMINER ui c n 'rn car r-� I fe- t q. �: rte. rr7 d- • DATE z N # o 7 CD ci o CL - CI- co iv w JOB., JOB: MELLONVILLE DATE: 4/15/2014 Li iZ i SHEET: Proosed Foundation Plan p 3 OF: 7 STRUCTURAL NOTES: 0 o CL =-- 00 UJ Q QJ p 00 C C) U W r� �w o �� w c CD �j -cc a. w n v un a, re, c i Fes— 3 v ?y W c Q Q 6 . n Q Cn (LL) o Y4--.., M 9'Q �U II w7] w rn v -> U rn r- =3 2 O 11 o C _ O U CO 0. O U Qi �L' W t7 •� a a3 41 OJ Revisions �V ® v -#-- Q =A t7 (n O O f—e .¢ I Q Olt - CD REVIEWED FOR CODE COMPLIANCE � �V ® v -#-- Q =A t7 (n O O .¢ I Q Olt - CD REVIEWED FOR CODE COMPLIANCE � 01 PLANS EXAMINER ui I I fe- t q. a� DATE V ! N # o 7 ci o CL - JOB., JOB: MELLONVILLE DATE: 4/15/2014 SCALE: 1/4"=V-0" SHEET: Proosed Foundation Plan p 3 OF: 7 Wcgp ioreeds 2512.1.2 Map moods. A mInhrnnn U -019 -Inch (11,46 mail (No. 20 galrgrdsad stinalpnpo), carmaron+es:ttxnl wenp gonad i0tw a mltrnrum mllcal anndlmons Panpo of VA kxhn'JOU mn) ehail On pmvidad at ur Imkm nro Nund0un, pian Fie on oslorlar stud wets hr a000. l-" Walt ASTM Q 820. The weep soand shad be ptacvd a mIn4nom or 4Indies (102 rail) above at. lentil or 21rd,as 171 pan) ahava psvvd "roes and be of " type that wN inlgw tapped water to dnaln to 11;0 untatior of Ile. be,3& 1. The xeenwrro" eNnl hanior Shull lop the annctenort Mngo. The nstarigr brill aha! oevar A14 I—A'sta on ata gnnchamnt Panpe of lie "op acrged. WEEP SCREEDS DETAIL Hrs. Zone 1: 8d Ring Shank Nails At 4" O.C. Or Equivilant Pneumatic Nails At S Edges And Blocking And 12" O.C. Field For Shaded Areas Of Roof. .... Ridge :.4r. ^�. ....... Zone 2: 8d Ring Shank Nails At 6" O.C. Or Equivilant Pneumatic Nails Edges And 6" O.C. Field For OTher Areas Of Roof, Sheathing F Rafters/Trusses - --- ' 1 1H L�uJ '__ --No---Building Length Roof Sheathing Layout Blocking At 48" O.C. 1st Two Spaces, Each E — Roof Nailing Pattern: Zone L Field) Use 8d Ring Shank Nails At 6" O.C. Spacing (Supported Edges) Use 8d Nails At 4" O,C. Spacing Zone 2: Field) Use 8d Ring Shank Nails At 6' O.C. Spacing Supported Edges) Use 8d Nails At 6" O.C. Spacing Pneumatic Nails May Be Used In Lieu Of 8d Ring Shank Nails. Field) At 6" O.C, Edges) At 4' O.C. Senco 2 1/4"031 And Paselode 2 1/4"x,099) —Exterior Wall Nail Pattern: 1. Plywood:(Field) Use 8d Nails At 6" O.C. Spacing (Edge) Use 8d Nails At 4" U.C. Spacing (Exterior Wall Sheathing) —2nd Floor Nailing Pattern: Use ed Nails At 6" Q.C. Spacing At Edges (Glue and Nail) Use 8d Nails At 8" O,C. At Field (Glue and Nail) —Gypsum Board Nailing Pattern: Use 5d Nails At 7" O.C. Spacing Nailing Pattern Notes M-10 (J) M-25 (J) M-11 (J) Jamb M Exterior Doors FWood Casing 3/4" Furring Strip With 1/2" Drywall Frame To Block Per Manuf. Specs 2x P.T. With 1/4" Dia, x 3' Topcons Staggered At 8' O.C. Per Elevation r 5 Vertical Bar On Poured Cell IF Shown On Floor Plan) ---*----Threshold tasta----- Metal Or Wood Door -� ----Sill Amb AttWindows 3/4" Furring Strip With 1/2' Drywall Window Sill Material Window Concrete S81 P.T. 1x Vindow Buck Anchor To Masonry Per Mfgr, Specs Finish Per Elevation Vertical Bar On Poured Cell IF Shown On Floor Plan) NOTE: Specified Composite Lintel Is The Minimum Acceptable, Any Extra Courses Of Block Above Lintel Are Acceptable, As Long As All Courses Above P.C. Lintel Are Filled With Grout. SUN REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE _'179 Proposed Lintel Plan BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: Mew.CansUuctlnn. Addlltom, Light CommauSal 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDanpu®cfI,rr.com STRUCTURAL ENGINEER: ( ----j QUALITY PRECAST COMPANY TAME No. 4 GPAvfTY 4 UMUt ISAFE LOADO (F1 P) 8' x W' OOI'1'061TE LiiTELO ON SERVICE 1tw Not USTRONG" l ®1 P.O. BOX 1 1 - Brandon, Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH DISPATCH 1313.085.5615 Hlllstwmugh 40(.8T7.1000 Mutm Orlando 352.790.2901 727.821.6227 Pinellas 386.228.2112 Volucla 063.425.3070 Polk _ WWW. qua ityprecast.cotn r f at DisfmuitmRs FOR: LOT T'S CONCRETE PRUDUCTS,INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS FL 6092 QUALITY PRECAST Co. FL 1418 - RI rtetast FL 1774 - RI NOTE: Specified Composite Lintel Is The Minimum Acceptable, Any Extra Courses Of Block Above Lintel Are Acceptable, As Long As All Courses Above P.C. Lintel Are Filled With Grout. SUN REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE _'179 Proposed Lintel Plan BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: Mew.CansUuctlnn. Addlltom, Light CommauSal 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDanpu®cfI,rr.com STRUCTURAL ENGINEER: _1 TAME No. 4 GPAvfTY 4 UMUt ISAFE LOADO (F1 P) 8' x W' OOI'1'061TE LiiTELO n 1tw Not Um LIA304 C121AA trm ttm Tir" QNA'M OAM LDAP 6cw '6/Ulrl]. p6TAL J M-1 2'-b 1'-6' FfiecaA le1000 ]'-7' r f at t(JeOD M-3 4'-0' 72,.v rtetast Lei G w tame H-4 4'-b' 3'-7' f}ecaat in a C-) t>IbY M-5 4'-8' 3'-4' Freclat dj (� cri 6414 M -a 4'-9' Precast � U � � C7•V acnfj- M-1 5' -IV T-6' F7ecast 606 H-8 6'-4' 5'-9' macaet VtJ 4T5 H-9 6'-6' 5'-2' r'recart 5784 M -b 6'4' 51-4' Precast 378 M -n 1.4.W-2- rYeCasl 2511 M-17 1'-8' b'-4' rYeea"t M-13 6'-0' 6'•b' fiec.ert 2661 M-14 b'-4' 1'-O' Frecaat M-6 V-4' b'-0' praraet `o M-16 W-6' 9'-7' Fteeaat 1631 M -n n'-4' 10'-0' rwast {en's M-16 a'-0' 10'-6- _ Fraraat LC 1338 M -r9 r1' -b' fl'•1' rfieeaet 1 H-70 t3'-4' a'•9' �rivrrast O Q U ck:: co o a M-71 14'-0' 12'-61 FTecaat _ DATE: 4/15/2014 M-72 14'-6' 13'-4' ryatrar+sed 1134 ri-13 OF: 7 _ 14'-9' Mato.. od n60 M-]4 n'-4' 14r'-0' r7ealrersaed 903 rt -15 f9'-4' i-9'Prntr.*.d 849 M-76 19'-0' 8'-Vr}ptrs*s.d 6t2 vH-27 71`-4' 1ff-9' FYalreaaed M-26 31'-0' 70'-0' rTestrasysd in M•]9 74'•9' 77'-6' t9 eelreaaed 640 NOTE: Specified Composite Lintel Is The Minimum Acceptable, Any Extra Courses Of Block Above Lintel Are Acceptable, As Long As All Courses Above P.C. Lintel Are Filled With Grout. SUN REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE _'179 Proposed Lintel Plan BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: Mew.CansUuctlnn. Addlltom, Light CommauSal 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDanpu®cfI,rr.com STRUCTURAL ENGINEER: _1 STRUciURAL NOTES: n p � r 00 UJ O v .o -v o0 Q 63 C71 Cri 03 t- 3 73 c Lei G w ` lcl tQ as ¢ CD Q °' = in a C-) Q c II Q3 o {V T W v--• IDT~ m II o o dj (� cri L in C a OJ a c t;lr-O U �- -H CD M rn E r/T � � U � � C7•V acnfj- Revisions VtJ < W IL IL lam. J` w F_ N `o _ o O CD I } C3 o CID s I a O rr] Ot tri I LC r= Vj cV r%7 v Q O Q U ck:: co o a a v JOB: MELLONVILLE DATE: 4/15/2014 SCALE: 1/4n=11-0' SHEET: zo OF: 7 8'-0",I$� ...... 6'-8" ...... 0'44$1. .–... Roof Vent Calculations: 2587 Divided 8y 150 = 17.3 S.F. (Provide 20 S.F. Of Roof Venting) I I of vjuu I [VIII L -n yullVll u�;yn wlunu3 uuan Jtutw uuuu (Optional – Palnted Block ONLY) ( sspph) It Shingles L... j.. ill.- _...�_► L. -- _� -- l�_ � J a - 40 - }11 L...l1��_ .--i_._i L._._.l_I.1.1_ �;- _ _ _I -..l ► , ► I � ► ; ; � i (_ ! L ---i l .-I-..- -I I ---►_I . (_ 1a�_.__l_(J ._i. _i_L--I_-. !._1 _I L.I_ .!L. _.I ► a__!_i 8'-0^ I I I I I 1 1 ' f I I f I I I I I I I L 1 1 I 6'-8" .................... .......... ............ :............. ...... r.. . 0'-044i, ......... • ..... ......... prapo5ed dear Elevation(Optional Conc. Stucco Over CMU (TYP) (Optional –Painted Block ONLY) Existing A/C Pad To Remain 81-0"* ...... . 6'-8" 4$1 ........ 0'-0"I...... • . Existing A/C Pad To .._..._... 4' Off Ridge Vents (T)P) 8'-0"* ........ 6'-8"4i......... A' not WA_- %1 -l.. /T.n1 I1hUD 1u wnc. 11U'.1411 11113 1 (Optional – Painted Block ON Typical Footing Deta Detail Denotes Pipe Passing Through Stern Wall Sleeve Shall De 2 Sizes Larger Phan Pipe Passing Through �►> Grouted Solid Around — Pipe Sleeve See Foundation Plan For Rebar Quantity (2) #5 (24" Long) Y Detail Denotes Pipe Passing Through Footing Sleeve Shall Be 2 Sizes Larger Than Pipe Passing Through ZN), 5 Rebar Within Footing \\\ y With 25" Min. Lap Splice Overlap Conventional Framing Valley Defa A35 Each Side Of Ridge (RP) v/ v vim. n . wy.+ i %, "F ".— '. Each Truss Below Or Use MTS12 Pre–Engineered Trusses At 24" O.C. (TYP) Shingles Over 15# Felt Over 7/16" OSD Or 15/32" CDX---1 Metal Drip Edge R.S.C. Drip Edge (1x4) R.S.C. Fascia (10) Alurninum Vented Soffit 8"x16" Conc. Block Pre–Cast Header -----10 With (1) #5 Over Openings Pre–Cast Siil Textured Conc. Stucco Over CMU (Optional – Painted Block ONLY) / G t.✓ #5 Rod In Filled Cell As Per Floor Plan ickened Slab Un Concrete Footer (See Foundation Plan For Sizing) 2x8 Ridge 2x6 Rafters At 2'-0" O.C. See Elevation For Roof Pitch R-30 Insulation (Min.) I -5d Cooler Nails Or GW854 At 7" O,C. -1/2" Ceiling Board led Lintel Block With 25" Splice Min. -- Vinyl Window Window Sill 1/2" Drywall On 3/4" Furring Strips 4nd Insulation Per Energy Calculations 4" Conc. Slab With 6x6, 10/10 W.W.M. On 6 Mil Vapor Barrier And Clean Compacted Termite Treated Earth Fill. r i"I �- \(2) (2) 15 Rebar Cont. t6' (Existing, To Remain, U.N.O.) 1 -story Block Wall Section REVIEWED FOR CODE COMPLIANCE PLANS EXAMIN 13 DATE LnW1.131y n/ii Pad T_ Remain Proposed Elevations BUILDER: La M5 '. 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: 14:W Censtm,31on, Additions. Light COI"n1C(CS II 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDanjou®cfl.rr.com STRUCTURAL ENGINEER: o_ w � r U STRUCTURAL NOTES: v a •a � CD lQ cn L Q !7- Un L c � N U MR CM o Q •En *– N o rP, U � taxt O q"II �~ vice o Cl- v, C E N ,(D a v X E c Mn w v `- i� c Revisions CO CS C] A CU � �l C� ® r` P O N d CDc ¢ C3 C3 C3 's I • o � � I r�7 Vi I rn N r� `a a Q3 JOB: MELLONVILLE DATE: 4/15/2014 SCALE: SHEET: 5 OF: 6 1d 64-00-00 1 12-08-00 48-00-00 M4-00 7-00-00 7-00-00 ch N C7t to c0 rl a0 00 (A O C7 o N t7 �r n LO (7 C? C] O C D O O O O O -7 —� on m on ca to m m to M ca 03 in m UO M Lu En cu J1 o J1 4 o J3 .yV J3 05 VERT. 6Flnv Z, GMJ Gr'•_I.. I/2" DRYI"W.1_ ON P.T. I. X 2 FURRIHG 5TF_IF'5 a 16' O.G. NV R-4-2 R*W 110JL. ON G.M11. 2x P: r. A-r7EGHl:.a ro cJ-w. , vv Ir_' x 8"/4 ..B. Cu0 a_' a . C, V?." DR.YVIAL FF,AM7 / _BL 0(fK 1;)ETAIL T.S. Chehal, P.E. will bear no responsibility for error in Truss/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. II II SP4 OR SSP i HEADER (SEE CHART BEL❑W):, 0 '_SIMPSON LSTA12�.' on NAILS B 12' U.C. BOTH StDf:S S'(AGGERF.D 2 RUVS SP4 UR S'SP HUSCd9 HGUS26-2 4 HEADER/STUD/STRAP CHART (1`I,T,SJ 02 SYP MAXIMUM H_ADER STUD(S) FULL LENGTH STUDCH Q STRAPS EACH END x SPAN R EACH END 13 EACH Era] OF HEADER O S?trabon Fa:bx t!r) I.,S (a J5 0 z) �xl� �• �' z 2 2 CD a 05 VERT. 6Flnv Z, GMJ Gr'•_I.. I/2" DRYI"W.1_ ON P.T. I. X 2 FURRIHG 5TF_IF'5 a 16' O.G. NV R-4-2 R*W 110JL. ON G.M11. 2x P: r. A-r7EGHl:.a ro cJ-w. , vv Ir_' x 8"/4 ..B. Cu0 a_' a . C, V?." DR.YVIAL FF,AM7 / _BL 0(fK 1;)ETAIL T.S. Chehal, P.E. will bear no responsibility for error in Truss/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. II II SP4 OR SSP i HEADER (SEE CHART BEL❑W):, � '_SIMPSON LSTA12�.' on NAILS B 12' U.C. BOTH StDf:S S'(AGGERF.D 2 RUVS SP4 UR S'SP HUSCd9 HGUS26-2 H US C410 HEADER/STUD/STRAP CHART (1`I,T,SJ 02 SYP MAXIMUM H_ADER STUD(S) FULL LENGTH STUDCH Q STRAPS EACH END x SPAN R EACH END 13 EACH Era] OF HEADER O S?trabon Fa:bx t!r) I.,S J5 z) �xl� �• �' z 2 2 J7A J7 7 -00 -DO J7A J7 J7 J7 0 J7A r J7 CQ0 Q 8'-0" J7 J5 O J7A w � J7 J7A,.F }� /h o O / en C1 Y s, J7 J7A w i J7 J7A J7 J7 � .1 J3 HA x J7 J 7 05 VERT. 6Flnv Z, GMJ Gr'•_I.. I/2" DRYI"W.1_ ON P.T. I. X 2 FURRIHG 5TF_IF'5 a 16' O.G. NV R-4-2 R*W 110JL. ON G.M11. 2x P: r. A-r7EGHl:.a ro cJ-w. , vv Ir_' x 8"/4 ..B. Cu0 a_' a . C, V?." DR.YVIAL FF,AM7 / _BL 0(fK 1;)ETAIL T.S. Chehal, P.E. will bear no responsibility for error in Truss/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. II II SP4 OR SSP i HEADER (SEE CHART BEL❑W):, t.US24 '_SIMPSON LSTA12�.' on NAILS B 12' U.C. BOTH StDf:S S'(AGGERF.D 2 RUVS SP4 UR S'SP HUSCd9 HGUS26-2 H US C410 HEADER/STUD/STRAP CHART (1`I,T,SJ 02 SYP MAXIMUM H_ADER STUD(S) FULL LENGTH STUDCH Q STRAPS EACH END HEADER SIZE SPAN R EACH END 13 EACH Era] OF HEADER O S?trabon Fa:bx t!r) I.,S 2) 2X8 2> 2Xie z) �xl� �• �' z 2 2 MTS12 r/R.'e6/41,UC. $OAR.a VOL. 2<4 TOP FL,;rrn -- .-... 51MFXJN SP2 CµJ x �r0 CG " �VID pLC'CY.I'-!v - G" VR 'i -',LL 0','FR 2.4 5110". 16" O.G. '.T. ZA GONr. n/ %L X A' �J X rl'125 m it SPI liO . . 1 _ SEE ?QL'NrJf, HON FLAN FOF. rQOT1N.5 _T'VIL5 Danjou Designs, LLC. will bear no responsibility for error in Truss/LVL design. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. Unless Noted Otherwise: 1, Use HETA16 CMU To Trusses, Joists And Beams 2. — 3. Use MTS12 Frame To Trusses. 4. Use HUS26 As 1 Ply Hanger And HGUS26-2 As 2 Ply Hanger. 5. Under Girders & Beams, Apply Minimum Some Number Of Studs As The Number Of Plies In Girder Or Beams. 6. All Exterior Walls To Be Treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) HTSM16 With (4) 1/4" x 2 1/4"' Tapcons For 1,175 LBS. Uplift And (2) HTSM16 For 2,350 LBS. Uplift. 8. — 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2. 10. Provide HIP Roof Deck Support Per APA Guidelines. *MGT with 5/8" Diamenter A.B. With 6" Embedment All Strapping Hardware To PT Lumber To Be Galvanized. Design Requirements: 1. Live Loads For Floors Is 40 PSF 2. Live Loads For Roof Is 20 PSF R 3 v irv.f a s,,� rr a.N f-1 E�fi.l7 G K civ 6'2 I/�' URfYVALL JN 2.� br1,TJ5 a 16' O.G. — cock. FLOOR SLAP YV 6..6 -IO/10 Yui.M. C2'/LR 6 MIL. vf.POR @AR/a[R Otl !LFAH, GOMPAC-rr'V FILL TFF°AT CD FC'R F_i2RA1+E:l.: TEFb11TE5 FIM5H FLOOR ONE 5T%, )fi ; INT. BRC,. YV?\LL_ (1) HETA16 (T)i?) Interior Load Bearing Walls (Existing — Field Verify) Hail ers t.US24 HNUSb6 Hu&2G HHU54tl HU328 NG03118 HHU62G=t HUSCd9 HGUS26-2 H US C410 HHU328-2 TH-0422 itGU 329-2 TH 4C42.3 HGUS28 8 TH442G _ SUL26 THS SURN THJA29 Tcizi LWkK 7: _j S?trabon Fa:bx t!r) I.,S 7 -00 -DO J7 J7 0 J7 J5 }� q 1"' Y J7 J3 x .- q J713-' , co co co J1 J7A MJ1 0 � N r Cry to , A11 0 A10 (D O N ` A09 AOS P,(;, Lintel (Sere Schedule) A07 0 0 A06 , 0 L6 N o A05 N A04 0 A03 P.(,. Lintel (1) HETA16 (T)1)A02 Z_ (1) MGT (See Schedule) A01 J5 J5 (a O J3 J3 Qo a CD 0 J1 J1 /Y 5-11-10 19-02-06 7-06-06 y 12-08-00 18-07-10 32-08-06 64-00-00 P.C. Lintel L P.C. lintel P.C. Lintel P.C. Lintel (See Schedule) (See Schedule) (See Schedule) (See Schedule) MTS12 r/R.'e6/41,UC. $OAR.a VOL. 2<4 TOP FL,;rrn -- .-... 51MFXJN SP2 CµJ x �r0 CG " �VID pLC'CY.I'-!v - G" VR 'i -',LL 0','FR 2.4 5110". 16" O.G. '.T. ZA GONr. n/ %L X A' �J X rl'125 m it SPI liO . . 1 _ SEE ?QL'NrJf, HON FLAN FOF. rQOT1N.5 _T'VIL5 Danjou Designs, LLC. will bear no responsibility for error in Truss/LVL design. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. Unless Noted Otherwise: 1, Use HETA16 CMU To Trusses, Joists And Beams 2. — 3. Use MTS12 Frame To Trusses. 4. Use HUS26 As 1 Ply Hanger And HGUS26-2 As 2 Ply Hanger. 5. Under Girders & Beams, Apply Minimum Some Number Of Studs As The Number Of Plies In Girder Or Beams. 6. All Exterior Walls To Be Treated As Bearing Walls. 7. If A Lintel Strap Is Missed, Apply (1) HTSM16 With (4) 1/4" x 2 1/4"' Tapcons For 1,175 LBS. Uplift And (2) HTSM16 For 2,350 LBS. Uplift. 8. — 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be Used In Lieu Of SPI & SP2. 10. Provide HIP Roof Deck Support Per APA Guidelines. *MGT with 5/8" Diamenter A.B. With 6" Embedment All Strapping Hardware To PT Lumber To Be Galvanized. Design Requirements: 1. Live Loads For Floors Is 40 PSF 2. Live Loads For Roof Is 20 PSF R 3 v irv.f a s,,� rr a.N f-1 E�fi.l7 G K civ 6'2 I/�' URfYVALL JN 2.� br1,TJ5 a 16' O.G. — cock. FLOOR SLAP YV 6..6 -IO/10 Yui.M. C2'/LR 6 MIL. vf.POR @AR/a[R Otl !LFAH, GOMPAC-rr'V FILL TFF°AT CD FC'R F_i2RA1+E:l.: TEFb11TE5 FIM5H FLOOR ONE 5T%, )fi ; INT. BRC,. YV?\LL_ (1) HETA16 (T)i?) Interior Load Bearing Walls (Existing — Field Verify) Trr • hi Jn, � •+� Trt�.s ErYJ O�.afl Bearing Elevations . � $' 13rg Height AMEvR%,_1CA . N PLUDEKS SUPPLY , Loading 8t Design Criteria Hail ers t.US24 HNUSb6 Hu&2G HHU54tl HU328 NG03118 HHU62G=t HUSCd9 HGUS26-2 H US C410 HHU328-2 TH-0422 itGU 329-2 TH 4C42.3 HGUS28 8 TH442G _ SUL26 THS SURN THJA29 Tcizi LWkK 7: _j S?trabon Fa:bx t!r) I.,S Trr • hi Jn, � •+� Trt�.s ErYJ O�.afl Bearing Elevations . � $' 13rg Height AMEvR%,_1CA . N PLUDEKS SUPPLY , Loading 8t Design Criteria 2014 S Mellonville, Sanford SFR Rehabilitation Fir x Pint tDwgnco* Fe027 Q'TP12Q07 PQ Via LoaO V. 29 `iOM HvVi 9 TN UoW LoW 'YYL•►d bpow 340 61C LNo L+}a0 A 4 'Ft, WY`q EtpovLm C UptYi Dat c ® MvWA-1 ®caC !� 10�rta 6?C roan Loth 5 i D rGr f"M W.%F d {lG Cj l rrlpca0 Q fact 6nbvcad Tcizi LWkK 7: _j S?trabon Fa:bx t!r) I.,S CBI = Corinthian Builders; Inc: 2014 S Mellonville, Sanford SFR Rehabilitation s N.T.S. tdv 02QUf14(r) -•� h Rte b 0...Au 726980 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE Proposed Truss Layout BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403,5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: I NBrr COnSt1{KU00. Addltlan;. Liu)u CFuumcrcfal 226 oak Road Winter Springs, FL 32708 407.435.6959 s0anjou0cUr.com STRUCTURAL ENGINEER: ate) d U, 12 r\ Q c cV tt7 yl� a c� w n rY Q,^'c IV \ I U +L O r-- �C�' e X (!7 Q L_ v5, a� 1= ra -a J STRUCTURAL NOTES: o J q a - co w Q 4 t7 co N QJ I _^, OT Cn XLU w an CD j ¢ a rn rn v (n Q (o 12 v o o a o moo¢ O L1 M C Q7 N t7 d he QQ v Q U3 Oo aim O -F-' i v a. cri v W d .v -� E z Q 0 a x (n q Cn ,L � Vy Revisions -A= cv ■ o 1�3 E� _ o � N O 1 �C O o a> o CD Q ( to D � I i_i__ ui I ' 1 (J) a cV M =3fr L 0 o a¢. JOB: MELLONVILLE DATE: 4/15/2014 SCALE: 1/4"= V- 0" SHEET: 6 OF: 7 Existing A/C Unit (To Remain, U.N.O.) Existing Power Meter (To Remain, U.N.O.) This Diagramatic Plan Is Intended To Show Lighting And Convienence Outlets Only. T.S. Chehal Will Bear No Responsibility For Its Accuracy. It Is The Electrical Contractor's Responsibility To Verify The Requirements And Locations Of All Electrical Equipment And Provide And Install Complete Electrical Service As Required. Electrical Contractor To Submit Electrical Plan And Pull Permit As Required. Legend 0 Duplex Receptacle Outlet 0A G.F.I. Receptacle Outlet Duplex Half—Hot Receptacle Outlet 0 22.0 Volt Receptacle Outlet (11 Exterior Weather—Proof Receptacle Outlet IM Floor Receptacle Outlet ® Special Purpose Outlet Q Recessed Can Light (Moisture Resis.) Q Recessed Can Light i``- Recessed Can Light (Eyeball Type) 1-�- Wall Mount Light Outlet Ceiling Fixture Outlet �a Smoke/Carbon Monoxide Detector (� Garbage Disposal O Exhaust Fan �J Exhaust Fan With Light Tv Cable TV Outlet V Telephone Jack Intercom System U N C• ' Flood Light Vanity Lighting Q U a Flourescent Fixture Disconnect Switch �J Panel Box n C: —+—::I u Ceiling Fan Prewire ® Door Bell Chime CI Push Button $ Single Pole Switch w 3 --Way Switch mooQ 4—Way Switch Cr_1 CL Security Keypad 0 Stereo Speakers VC Volume Controls For Speaker Prewires R Rocker Style Switches ISI �`ii"trt��J�11`c`1 fAr'V:' Notes 6D Center All Switches And Outlets On Columns And Niches (If Applicable). Unless Otherwise Noted, Fan/Light Kits And Ceiling Light Prewires Are To Be Centered In Space Provided. Master Bathroom: Wall Mounted Light Outlets Above Vanities To Be At 92" (To Bottom). Secondary Baths: Wall Mounted Light Outlets Above Vanities To Be At 86" (To Bottom). Secondary Baths: Wall Mounted Light Outlets Above Pedestals To Be At 80" (To Bottom). Typical Height For All Duplex Receptacles,Television, And Phone Outlets To Be At 13" To Bottom (Unless Otherwise Noted), Typical Height For All Switches To Be At 43" (To Bottom) (Unless Otherwise Noted). Switches Arid Receptacles To Be Located A Minimum Of 4 1/2" From Door Jamb Openings To Allow For Wide Door Casing. Electrical Meter Location Is Determined By Electrical Contractor And Is Established In Field. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ T DATE Proposed Electrical Plan BUILDER: 2175 Marquette Avenue Sanford, FL 32773 407.403.5658 (Office) 407.322.8641 (Fax) BUILDING DESIGNER: �R, pq -111:_-1 tlon. Addltnn;. Light Ctimmcr[fal 226 Oak Road Winter Springs, FL 32708 407.435.6959 SDaniou0c0.rr.com STRUCTURAL ENGINEER: (T, k^ <7 a � tT^ LO O (D LLh i``- a STRUCTURAL NOTES- -M d s �w00 .2 a U N C• ' 7'r to Q U a c o � ZD L d p E N U M�CD II o 0 mooQ Cr_1 CL Ln M U Revisions a � � a o N a � a r• -T 0 1 (n tr] O I a U v o to vi I Q �7, u z a C) a N U JOB: MELLONVILLE DATE: 4/15/2014 SCALE: IN= i'— o" SHEET: 7 OF: 7 c> ZD IN