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HomeMy WebLinkAbout38303 North Ave (2)IVC.Vv LA,+ J1Vv vvnL—LJ VVIIII T-111 SIDING V r- 11 -.- Kii. rn n.ec /CLI IAI/-I C FRONT ELEVATION SCALE: 1 /4"-1'—O" TOP OF W Addition/Renovation 'LITTLE PEOPLES CHRISTIAN. DAYCARE' TOP OF FRAMING --- WINDOW HT_ --$------- r v{ X W x 0 I 00 F.F_ TOP OF FRAMING WINDOW HT. r N R W O E REAR ELEVATION SCALE: 1 /4"-1'-0" INDEX OF SHEETS Bl ELEVATIONS, INDEX 82 FLOOR PLANS, NOTES, DOOR SCHEDULE B3 SECTIONS, DETAILS, ELECTRIC PLAN DOOR/WINDOW SPECS, APP. CODES EXISTING FRAME/SHINGLE MANSARD ROOF T-111 SIDING FRAMING INDOW HT XtST. ----- - --- -- -- r LO W o 0 0 coI F.F. NEW 2X4 STUD WALLS WITH T-111 SIDING LEFT ELEVATION SCALE: 1 /4"=1'-4" l,� �, rti OR 0 CO���,FLORIDA C �C CODE A E ?,RE�AILII� L L CLB O Nsas ODE,�A�IflN� IL C�,iY APPROVED by litlFire Marshal of Zephyrhilis ath la1(s) C4a V W� O t O cry v 2 U 0� �m Uw co 00 L I N N LO .3 E C (>D E rn �;om.=_ m 'ga c� T 0 c >L Ad cca ro a Q m m E 8o78 Q J z Q C/)Z=)J cy— Q W LL- =�=>cr; W 0L � OC W �z= Q C.� CL. CILM <Uj W 0 00 1-- CV s J REVISIONS: Issue Date: 07/16/08 Drawn By: WWM 0407-04 ELEVATIONS INDEX B 1 �l " WALL LEGEND TYPE DESCRIPTION r , EXISTING WALLS TO REMAIN NEW EXT. 2X4 STUD WALLS NEW INT. NON—LD. BRG. 2X4 STUD WALLS EXT. WALLS ARE CONSIDERED SHEAR WALLS WHEN NAILED W/PROPER NAIL PATTERN SQUARE FOOTAGES 4,380 SQ.FT. — EXISTING BUILDING 1,271 SQ.FT. — ADDITION UNDER EXISTING CARPORT ROOF 5,651 SQ, FT. — TOTAL DOOR SCHEDULE EXISTING PAIR 3'-0"X6'-8" EXT. FLUSH STEEL DOORS W/PANIC EXIT DEVICES. © 3'-0"X6'-8" INT. 6 PANEL, SOLID -CORE HARDBOARD DOOR W/HANDICAP LEVER PRIVACY LOCK O3 3'-0"X6'-8" EXT. FLUSH STEEL DOOR W/INTERCONNECTED LOCK SYSTEM (DEADBOLT RETRACTS WHEN INSIDE LEVER IS TURNED), KEY CYLINDER ON EXTERIOR EXISTING EXISTING DOOR TO REMAIN ADDITION TO AN EXISTING CHILD DAYCARE FACILITY TYPE V CONSTRUCTION, UNPROTECTED FINISHED AC SPACE 1,271 SQ.FT. NET FLOOR AREA 1,099 SQ.FT. OCCUPANCY CLASSIFICATION = DAYCARE "T OCCUPANCY LOAD: 1 PERSON/20 NET SQ.FT. OF AREA=1,099 SQFT/20=55 PERSONS MAXIMUM ALLOWABLE TRAVEL DISTANCE TO AN EXIT=150 FEET ACTUAL MAX. TRAVEL DISTANCE TO AN EXIT=25 FEET 1%/ ii 11 EXISTING CLASSR41VIS i t EXISTING 1-YR. OLDS ROOM I I EXISTING 2-YR. OLDS ROOM II EXISTING 3-YR. OLDS ROOM I i j (14'X24') TRAVEL DISTANCE (14'X24') TRAVEL DISTANCE i j (26'X24') TRAVEL DISTANCE TO AN EXIT = 40' TO AN EXIT = 50' i TO AN EXIT = 34' i } i I I I I I I I I i ii ii i I L------------------1 �_J1-------------------------_ 1J------------------------------------------------- r I ----- ---------------- — ----- 11 A 11fl it i III �i 11 III /l 11 I i IIZ O If II Z II I II V) I Ilx i If ilx i II 1 I IIw �" 11� II II w u —_u u 1_U I i I I I i I I 30X68 I O I I I I 1 I I I I I I I i I I I I I 29'-0" 1 i 19„ I L—_—--------------------------- — EDGE OF EXISTING 77 SI AF3 EDUCATIONAL COMMON ROOM F.F.= 0.0" NOTE: ACCESSIBILE TOILET FACILITIES ARE PROVIDED IN EXISTING BUILDING 16'-8" -^-SLOPE: 1 12 --------------- - O - o------- -------------------- - - _ O to O GRADE LANDING BY OWNER 6" T s'-o" I I COORDINATE IN FIELD 9" L 14'-6" 5'-8" 16'-5" 18'-1" 56'-2" NEW FLOOR PLAN SCALE: 1 /4"—V-0" I 1 I I I I I i I I I 1 I I I I I I I I I I I I I i I I I I 1 NOTE: FOR FURTHER INFORMATION SEE EXISTING BUILDING PLANS 0 I N EXISTING PIPE COLUMNS TO REMAIN, INFILL UNDER EXIST. BEAM W/NEW 2X4 STUD WALL 9'-01, I I I I I EDGE OF EXISTING SLAB GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF NEW WALLS PRIOR TO COMMENCEMENT OF CONSTRUCTION A I I II II 1 1 I I I I I I I I i II II I I� EXISTING CLASSROOMS I i I II II 1 I II II I I I II II I I 1 i I II II I 1---------------------------------- 1 r---� f ----- 1j I1�� -------- I -- •�---- -- I I I II fl II --._-__- it 111 I ! A k, III I I L---------- ------------------------------------------------------------------------------------------------------------------------------------ 56'-2" EXISTING FLOOR PLAN SCALE: 1 /4"=1'—O" EXISTING BUILDING TO REMAIN EXISTING SLAB TO REMAIN These plans were prepared for this building as a minimum service by the designer. The Contractor and/or Owner must verify all dimensions and actual site conditions, The designer does not accept any responsibillEy for omiseions or errors contained herein. the client understands that the designer carries no liability insurance and therefore agrees to hold harmless and defend the designer from all dolma, losses and expenses (including reasonable attorney fees) arising out of or resulting from the project The designer will In good faith attempt to provide error free construction drawings, but in the event errors occur, the designer will not be liable for cost of repairs or delay to the construction. zz IV to �w ti UO00 Z LO m c �U a, rnA � CO N �N M z LLJ °W° X O Z ®? Z W Lu c/) 0 Q) CL U O I— o (10W UW aJ a, UI ') N N j N = :2 to L-I 3 co nca - LL- c m n a m o `m co EEp-Z:p r ti 44 t�i Cl) —' z Q z LLI - Oz-' = � LULL w U 0 Q W< M W 0 Q 0 z >- = U c� � - UJI W < N CMO F— cy") E-- J REVISIONS: Issue Date: 07/16/08 Drawn By: WWM 0407-04 ROOF PLAN SECTION/DETAILS B2 - zz INTERIOR ELECTRICAL OUTLET LOCATIONS Ci NAILED 6" O.C. TO TOP & BOTTOM PLATES W/8d NAILS NAILED 12" O.C. W/8d NAILS 2X4 BLOCKING ALL JOINTS PLYWD. NAILED AS SHOWN, CREATES PERFORATED EXTERIOR SHEAR WALL $H.EAR WALL NAIL PATTERN Scale: NTS WIND DESIGN INFORMATION I 1. Wind Speeds of 110 MPH 2. Importance Factor = 1,0 3. Exposure Catagory B 4. Internal Pressure Coefficient = +/- 0.18 ENC, 5, Component & Cladding Pressures (PSF)i R = 12,5/-42.1 W = 21,8/-29.1 OH= -68.3 NOTE, WIND LOAD CALCULATIONS ARE BASED ON 'WORST CASE' , ALL CONNECTORS WILL BE UNIFORM FOR SIMILAR USES. EXISTING ROOF FRAMING A7 EXIST. OVH. HVAC SYMBOL LIST // 7a EXISTING CEILING FINISH TO REMAIN EXISTING 2X BEAM 2X4 TOP PLATE NAIL TOP PLATE TO BEAM W/16d NAILS EVERY 2'-0" 'Xss 1/2" GYPSUM BOARD T-111 EXTERIOR SIDING 2X4 SPF STUDS ® 16" O.C. EXISTING PIPE COLUMNS TO REMAIN -FRAME NEW WALL / AROUND THEM i R-11 BATT INSULATION 2X4 P.T. BOTTOM PLATE ! i STUD WALL ANCHORED TO SLAB W/3/8"OX5" BOLTS EVERY 2'-0" ` MirEXISTING SLA-B I EXT. I N FI LL WALL SECTION SCALE: 1/2 of =1 1 —0 $1 SUPPLY DIFFUSER RETURN DIFFUSER RETURN RISER SUPPLY RISER THERMOSTAT ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE,LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT Le e n d COUNTY OCCUPATIONAL LICENSE. O SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR 0 OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS." ALL SLEEPING ROOMS AFCI RECEPTACLES IN ALL SLEEPING ROOMS PER SECTION 210.12 OF THE NATIONAL ELECTRICAL CODE 3 2002 EDITION. 210.12 ARC -FAULT CIRCUIT INTERRUPTER PROTECTION. (A) DEFINITION. AN ARC -FAULT CIRCUIT INTERRUPTER IS A DEVICE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. (B) DWELLING UNIT BEDROOMS. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 440.65 LEAKAGE CURRENT DETECTION AND INTERRUPTION (LCDI) AND ARC FAULT CIRCUIT INTERRUPTER (AFCI). SINGLE-PHASE CORD -AND -PLUG -CONNECTED ROOM AIR CONDITIONERS SHALL BE PROVIDED WITH FACTORY -INSTALLED LCDI OR AFCI PROTECTION, THE LCDi OR AFCI PROTECTION SHALL BE .AN INTEGRAL PART OF THE ATTACHMENT PLUG OR BE LOCATED IN THE POWER SUPPLY CORD WITHIN 12 INCHES OF THE ATTACHMENT PLUG. EXISTING CLASSROOMS O «0 x cm U) 4-, Co U � a� I a� 6" RECESSED CAN FIXTURE WALL MOUNTED INCANDESCENT FIXTURE SURFACE MOUNTED INCANDESCENT FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE CEILING FAN/LIGHT 3 WAY SWITCH STD. SWITCH 110 VOLT OUTLET 220 VOLT OUTLET DBL. FLOOD LIGHT SMOKE DETECTOR EXHAUST FAN I I II I 1 1 1 I I I 1 I • L ------ -- -� ,-------------- r-------------------------------------- ----- ------------------------------------r� -}� j /• III A` 11 -� � � / II IIW ii i ii W I 1 I 1 I I I i t i Ep�POPSIGN R' GIP SIGN ------------------- ---y:c RGIP SIGN 1 - - - - - -------------------- -- - - - - - - = ---------- - - `f-----� ro - _ _ _ r ELECTRIC/HVAC PLAN SCALE 1 /4"=1'-0" ELECTRICAL SUB -CONTRACTOR TO PROVIDE ACTUAL SYSTEMS DESIGN & TIE IN TO EXISTING SERVICE These plans were prepared for this building as a minimum service by the designer. The Contractor and/or Owner must verify all dimensions and actual site conditions. The designer does not accept any responsibility for omissions or errors contained heroin. The client understands that the designer carries no liability Insurance and therefore agrees to hold harmless and defend the designeir. fr m all claims. losses- and expenses. (including.. reasonable attorney fees) prising out of or resulting from the project. The designer will in good faith attempt to provide error free construction drawings. but in the event errors occur, the designer will not be liable for cost of repairs or delay to the construction. 10�1 I I I Im61 �ttnNN CL W Zama z VZd LLJ U1 cry o to U ? on v 1-- Q W LU � U W 00 CIO u) I N V) N c � Ia ca �` M 'S e ca CIO CU-!2 ILL m n a 4)o �, .to e 0 v J �1 z U) Z LLj — O z —' LL Z W > ♦ ) U 0 Q J Q W W O Q �U z = � c� LU W Q c N J 0 pp I— M J REVISIONS: Issue Date: 07/16/08 Drawn By: WWM 0407-04 ELECTRICIHVAC PLAN B3 y�}� YT... - .. ,..�:V .. .. :. ... .. �.1, t'..�:. �, �'r�F.l• a... .. ... - _,Ti•_".u�iT.'. i <. I•..... Y. _, . .. -.. .- ..-1 a ._�.i l"'.F 5- i'. :.I�' r - .- ..1 . :if^t � �V h _ V[.. i...-�1•.0 _. _ Y. .Y._ •`1 i L• '-�:_ • . i n. .. ..sr.... ...�_,`. e.. .-� ..... ........ _. _ .. 4 1 1' MIK EMBEDMENT —WINDOW WIDTH 1/4' MAX. (WOOD SCREW) SHIM SPACE SHEATHING SHIN AS READ. TWO BY WOOD CAULK WINDOW �FIN E& TWO BY w� (SEE NOTES) IMPORTANT INFORMATION & GENERAL NOTES INSTALLATION ANCHOR SHIM AS REIM products a naAt De folowod �y.P•� Ms,datim or FlorLlo Exin,dcs MHexRon• i�i (SEE NOTES) Y MIN. C,ENER61 INSTAI�TION INSTRUCTIONEMBEDMES STUCCO <VO® SCREM V) 7) SHY AS MM AT EACH INSTALLATION ANCHOR YTH LOAD MARL SHAL MAX ALLOWABLE SHIM STACK M BE 1/'� • APPLY A BEAD Or VwJ¢M 115 ADHESIVE F�AZIFx"i CTYPJ CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR ID INSERTING THE (SEE NOTES) _ SHY TO AOFR2E THE SHY TO THE SUBSTRATE AD/OR WINDOW FRAME FULL PERIMETER1/4' SHEATHING BEARING BETWEEN THE SHIM. SVBSIRAIE AND WINDOW FRAME AM REOIMED. CAULK �SFaNSPACE o -2) USE St1CONl32EeD ACR'M1D CAULK BEH1D 1WNIOOW FN AT FEAD, 5LL k JALIBS.3) USE SNUCONeZED ACRYLIC CAULK FIR PER6ETER SEAL AROUND EXTERIOR CF FIN TYPE CAULK BETWEEN WIDOW FRAME. WINDOV FRAME WINDOW FIN 4) FLORIDA EXTIWDERS TODD SERIES SINGLE HUNG I5 SHOMM. THE PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15M AND 2000 SERIES SINGLE HNGS GLAZING (T7P.) PERIMETER NSTALLATION ANCHOR 5) WINDOW FRAME MATERIAL &LWU4'LLLOY 6051 CAULK SECTION B—B ANCHOR INSTALLATION INSTRUCTIONS WINDOW GENERAL WIDTH A 6) ALL IOR SOR HAW ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS HAVE A CORROSION RESISTANT COMING APPLIED SUITABLE FOR THE ©ENVIRONMENT AND/OR FRAMM MATERIAL NTERE ANCHORS ARE USED N PRESSURE -PRESERVATIVE TREATED MWO, THE WOOD SUPPLIER SHALL BE WINDOW I CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE Will THE HEIGHT B PRES ESSURE-PRERVATME TREATMENT PROCESS USED. 7) ALL FIELD STIPPLED HOLES N THE FRAME OF REQUIRED) WILL BE 7 ANCHOR u) 3/16- IN DIMEIER FOR 08 WOOD SCREWS, AND SPACING EQUALLY SPACE b) THE SHANK DIAMETER OF THE NAIL ROUNDED IR TO THE NEXT STANDARD 61-A Y. (TYPJ ($EE TBELOW ANCk�RS RYPJ BE9GNA7Ok BB11 BIT �• ICF'F N6TTFC) 1 8) WOOD SCREWS SHALL MEET ANSI B 8.6.1 DIMENSIONAL REOU I EMOM Ac 9) NAILSTENE SHALL MEET AST, F /887, 'STANDARD SPECIFICATION FOR DRIVi7l WINDOW ` 10) IF $f O NAILS, '10 SPLIT. AND STAPLES.' HEIGHT d/ 1D) F WOOD FOR O CO CONSTRUCTION HOLE DA NTEFOLLOWS-(PER NATIONAL DESIGN SrECEICATXIR FOR WOOD 1;oNSTrslx)TIQNN IZEp1REX1ENT5): u) 18 WOOD SCREWS - 1/8' DIA. PLOT HOLE b) a113' CA. NAILS - f44 DRILL S12E PLOT HOLE FIN TYPE�—IJ12YE!")MAK (6' MAX. e) OTHER TER S REQUIRED. PILOT "p.FS Lq'T U(�DNG 75,5 of THE NALL'S ANCHOR THEN MAIL AS RE -DER PI WINDOW FRAME SPACING it) WOOD SCREW AND NAIL W17HRAWAL VALUES USED TO GENERATE FASTENING Sri I (SEE BELOW) (TYP.) REOURmAENTS ARE BASED ON SOUTHERN PINE WITH A SPECBTC GRAVITY OF 0.S& 12) WOOD SCREWS AND NAILS SMALL NOT BE MIXED TO FASTEN THE SAME PERIMETER MARBLE SILL CAULK STD ELEVATION ASSEMBLY. 13) WOOD SCREWS AND NABS 94AL NOT BE USED TO FASTEN ASSEMBLY INTO THE BY OTHERS VIEWED FROM EXTERIOR END GRAIN OF WOOD. READ SILL & JAMB ANCHOR SPACING 90 70 PSF DP,) [SEE SHEET 2 FOR CONTINUA DON OF NOTES) TWD BY WOOD WOOD SCREW, 24' D.C. MAX. (TYR) INSTALLATION ANCHOR TRY 17THFRc NAIL- 7' O.C. MAX. FOR JAMBS AND MCITIT10' O.C. MAX. FOR HEAD & SILL STUCCO w R DESCRIPTION DATE IIiI TZ"D ATIONAL INC CAULK BETWEEN g B tall— RJA FLORIDA EXTRUDERS 2540 rEvrreF LANE 1JINDIIV FIN HEATHING ADD REQUIREMENT TO p]gTFlGTE aF AUTfOTtGAIDH tD. 92.T5 jiD t'i.OIiiDA "MIN. ADHESIVE CWILK AT SHIM LOCATION. n7IE:INSTALLATION DETAIL W/#8 SCREWS OR NAILS EMBEDMENT W"SEDSECTION A -A (WOOD SCREV) CREVISED x E �� 1-1--RJA SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 5 TITLE TERNAATEREFLECT N4L DRAWN BY: BB APPRDVED BT: RJA DATE: 12/10/03 SCALt's: N. T. S. G.:FLEX0026 SHT 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (coot.) ANCJtOR INCT I I ATION INCTR TI (cmt.) y8 WOOD SCREW INSTALLATION ANCHOR CHART fil WOOD SCREW INSTALLATION ANCHOR CINRT QUANTITY IN QUANTITY N QUANTITY IN QUANTITY N WAD & SILL EACH JAMB HEAD A, SILL EACH JAMB CALL WINDOW CALL WINDOW ,43 WOOD SCREWS- SCEE SIZE SIZE SIZE UP TO 70 PSF UP IBM UP TO 70 PSF UP 15170 14) SEE THE SHEET FOR OB WOOD SCREW INSTALLATION ANCHOR CHART. 15) P WOOD SCREW MUST BE OF SUFTLIUIT LENGTH TO ACHIEVE MUM M EMBEDMENT OF 1- INTO THE TWO BY GOOD FRAMING. 2024 23 1/2 X 27 1/2 2 2 12 18 1/8 X 25 2 2 2030 23 T/Z X 35 1/2 2 2 13 18 1/8 X 37 3/8 2 3 16) SPACING OF HOLD SCREWS SHALL BE 20M 23 1/2 X 43 1/2 2 3 14 1H 1/a X " 5/8 2 3 0) r FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND ZD40 23 1/2 X 47 t/2 2 3 145 18 1/8 X 55 1/4 2 3 b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24 D.C. 2044 23 1/2 X 51 1/2 2 3 15 18 1/8 X 62 2 4 SPACING N LEAD. SILL AND .IAMBS 2050 23 1/2 X 59 1/2 2 3 16 18 1/8 X 71 2 4 206D 23 1/2 X 71 1/2 2 4 7 18 1 8 X 83 1 4 NAILS: 2070 23 1/2 X 83 1/2 2 4 1H2 1H3 1HM 25 1/2 X 25 25 1/2 X 37 3/8 25 1/2 X 49 5/8 2 2 2 2 3 3 17) NAYS SHALL wFET Off FOLLOWINGEATER, REQIIIROET415: a) 0.113' DUAIE OR GREATER, 2424 243D 27 1/2 X 27 1/2 27 1/2 X 35 1/2 2 2 2 2 2438 27 1/2 X 43 1/2 2 3 1H45 25 1/2 X 55 1/4 2 3 b) SUFEIENT LENGTH TO ACHIEVE Na MM EMBEDMENT OF 1 71W INTO THE 2444 27 1/2 X 47 1/2 2 3 1HO 25 1/2 X 62 2 4 TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8' 2450 27 1/2 X 5T 1/2 2 3 1HE 25 i/2 X 2 4 LENGTH OR GREATER SHALL MEET Rt9S REQUIREMENT), 2460 27 1/2 X 1/2 2 3 iH7 83 25 i 2 X 83 4 HELICAL (SCiEW� OR ANMIAR (RING) SHANK STYLE ONLY, AND d) 2470 27 1/2 X 71 i/2 2 4 MANUFACRIRER SMALL BE LISTED IN NATIONAL EVALUATION SERVICES, 30 x 26 28 X 25 2 2 47 27 1 2 X 83 1 2 11 4 30 1/2 x 38 3/8 2 x 30 i/2 x 50 5/8 2 X 29 1/2 X 37 3/B 29 1/1 X 49 5/8 2 2 3 3 INC'S NATIONAL EVALUATION REPORT, NER-272 IS) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TU) 292A 31 1/2 X 27 1/2 2 2 2830 31 1/2 X 35 1/2 31 1/2 X 43 1/2 2 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 3 4 THE FOLLOWING. �111 AND 85014L 2838 2840 31 1/2 X 47 1/2 2 2 3 30 1/2 x 63 30 1/2 x 72 29 1/2 X 62 29 1/2 X 71 2 2 4 b) DDURO--FAST DEFORMED SHANK NAIL 3M 2844 37 t/2 X 51 i/2 2 3 30 1 2 x 84 29 1 2 X B3 2 4 19J SPACING /F NAILS SWW. BE ) 6' EACH CORNER OF THE HEAD, SILL AND .IAMBS. AND 3 2850 286Q 31 1/2 X 59 1/2 31 1/2 X 71 1/2 2 2 3 4 EVENLY b) EVENLY SPACED BETWEEN GONER MANORS AND NOT 7 31 1/2 X B3 1/2 4 23 24 245 36 XX37 3/8 36 X 49 5/8 36 X 55 1/4 2 2 2 3 3 NG FORtT AND SILL SPACING FOR THE JAMBS AND 10' OJG SPACING FOR THE FEAR 3024 35 1/2 X 27 1/2 2 2 3OW 35 1/2 X 35 1/2 2 2 25 36 X 62 2 4 DESIGN PRESSURE RATING A FBC RED eucvcuTc 3038 35 1/Z X 43 1/2 2 3 26 36 X 71 2 3040 35 1/2 X 47 1/2 2 3 36 X 83 4 20) F EXACT WENDOIY SIZE E NOT LISTED N WOOL SCREW ANCHOR CHART, USE ANCHOR 3044 35 1/2 X 51 1/2 2 3 42 x 26 41 X 25 3 2 QUANTITY LISTED FOR NEXT LARGER SIZE. 30M 35 1/2 X 59 1/2 2 3 42 x 38 3/8 41 X 37 3/8 3 3 21) INSTALLATIONSNFICIED N THESE INSTRl1CTW5 ACCEPTABLE FOR DES" 3060 35 1/2 X 71 1/2 2 4 42 x SO 5/8 41 X 49 5/8 3 3 PRESSURES TO 70 PSF FOR WNDOW SUES SHOWN N CHART WITH SPACOM SHOWN. 3070 35 1/2 X 83 1/2 2 4 42 x 58 1/4 42 x 63 41 X 55 1/4 41 X 82 3 3 3 4 DESIGN PRESSURES (OP.) SHOWN ARE POSITIVE AND NEGATIVE. 22)GLASS THICKNESS MAY VARY PER THE RE7 T5 OF ASTM E13DD CLASS 3424 39 1/2 X 27 1/2 3 2 um 39 1/2 X 35 1/2 3 2 42 x 72 41 X 71 3 4 3439 39 1/2 X 43 1/2 3 3 42 x 64 41 X 4 23) COMPLIES WIN CHAPTER 17 SECTIONS 17D7.4.4.1 FOR ANCIMING REQUIREMENTS AND 3440 39 1/2 X 47 1/2 3 3 1707.4.4.3 FOR WOOD OR APPROVED HRAYNG MEMBERS MARCH 1,2002. 48 x 26 47 X 25 1 2 34" 39 1/2 X 51 1/2 3 3 48 x 38 3/8 47 X 37 3/8 3 3 3450 39 1/2 X 59 1/2 3 3 48 x 50 5/8 47 X 49 5/8 3 3 480 3 39 1/2 X 71 1/2 3 4 48 X 56 1/4 47 X 55 1/4 3 3 3470 39 1/2 X 83 1/2 3 4 48 x 63 48 x 72 47 X 62 47 X 71 3 3 4 4 U24 43 1/2 X 27 i/2 3 2 3am 43 1/2 X 35 i/2 3 2 48 x 84 47 X 83 3 4 32 52 1/3 X 25 3 2 383E 43 1/2 X 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 33 52 1/8 X 37 3/8 3 3 3844 43 1/2 X 51 1/2 3 3 34 52 1/a X 49 5/8 3 3 3850 43 1/2 X 59 1/2 3 3 345 52 1/8 X 55 1/4 3 3 3m 43 1/2 X 71 1/2 3 4 35 52 1/8 X 62 3 4 0 43 112 X 83 1/2 3 4 36 52 1/8 X 71 52 1/6 X B3 3 3 4 4 4024 3 2 4030 47 1/2 X 35 1/2 3 2 • 37 SIZE NOT A6LE IN 1000 OR VNU 1500 SERIES 4838 47 1/2 X 43 1/2 3 3 4010 47 1/2 X 47 1/2 3 3 � 47 1/2 X 51 1/2 47 t/2 X 59 1/2 3 3 3 3 MM IIiT�RTI FLORIDA EXTRUDERS 254DNAIErrDNAS'rrL, LATHINCE 400 7 47 1/2 X 71 1/2 47 1/2 X 83 i/2 3 4 A COMFICATE of AtTMDF4Z TON 1M S FLO B C T=. INSTALLATION DETAIL W/e8 SCREWS OR NAILS SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 20M DRAWN BY: BB I APPROVED BY: RJA DAN:12/10/03 SCAIE:NTS IDID26 SHT 2 ff 2 11aBERSH1NOLES ti! rr ;EM 1Uj SOLE 1lvo R OT1/a§EAQkE1lW11IERL1l E0 SH1N0L6' ApPr 1c:aT10N INSTRUCTIONS a•{ms■Itt•e•f�rWart Timberline* Series shingles soma �__ ar p'4uget - 14 !$Let( in either 36" (914mm) or 3a-tilts" (938mm) langths. depending on shingle brand. AppHoagonlnstruo- {"--+t i•++a•(36001 1t•TlrpalelWllt �"iaurplammF tta■at'+.ra•laealat-•( _, I"—fe'pn1- s ,,„i.+.1rt lsamml tissm4•r1a•{sl lions apply to both. it 04DIf -�}I tThose shingles must be nalied &4u (stameepaWnominal 5.5/8' (143mm) from bottom ell agu* of shingles, as shown, to allow for sell Invougn tNnlMrer. penatradon through Die double ply area iUSt above the tabs. Nab should rams unexposed. sWLOW Name ?An--'G Rn4PP �411 MdGold* wwltpa■a GENERAL lots 7 HUE; I IUNO _ ROOF DECKS. For use on new or reroofing work over well -seasoned, supported woad deck,alikhOW4 before sealing or ere not exposed to adequate surface temperatures, or tf the salt sealant gets lightly-constructed ighticallscy-con t smooth surface. �Ptm�S' (162 ) wide hmmenmdretd b having 4 e quBte Engineered Wood ndpaw�tye oqf se shingles seall �y never t s amend failure s � a me a el under ud ea• To insu f�iate seam Assn. fs ace fable. P nts as nored lrcbw Shims in installations tassteircd rf(recdy w 6tsgull r f3 mrr►f In 5om eachd spa argiitdil ?5mm) up [nm '1 •( )mwt ba greaterU u y3/8' fkmt or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and `yam the xc adhesive can cause blistering of the shingle. in exisdrr�� surfadngg material must be dry Odor to leppkcation of shi W n9d. • UNOEALAYMEN7: Undettaynwrtt ell shun Les has mai bendtLS indudhng prev For As m wind resbtenci atop rakes, cement ahNgtes to underiayment one each of the other sii+gies gg pia c ref centertt wind driven rain Gam reaching the Interior of thahugdng ondypreventlin sap )n some woo a 4• (t4zmm) wtthh of asahah e[el ngg�m yeactitinngoal hh asphalt Dshine ggent fU ded�aymblre��ramri�sld�sawr hq�rreedd buyad�erlaym�adtt is m NOTE: thegbu�ndle. s� DuttYtroval kd(fr�f � �uypa� a ��� 8 � De Installed, 8bmidoer-typeu�ed8yrflatNsttctJasG umm-StUngle•Mate�utafataylhe%fW%. •CANADiANCOWWEAar tICATMNS CSlI1z3S-M9Dtrrandatesthat sbtn- bleUdtt•a led between er 1 and a 3D stteg be ndttered with a compel ommended. Undettapment must be installed Rat Widout wrhlk is, 9kseeslpNipef S • F ended. RSe Use of nails !s rttcarrifflasded. (Staple specifications and application mUon ot'thai Wind adhesive. for GAF sends Caporattotf+r mwnanendetfnns for the instructions are available from GAF Materials Cacporadon' Cc services afR R a MANSARD AND STEEP SLOPE APPLICATIONS' for roof slopes greeter than 21' Alps Road• Waym NJ 07470.) Use only zinc coated steel or al omm) t. 116' gauge, � 4 starter sited d of sh lab edhe barbed dl•hxsned ce smooth shard(roding rmlis with heads 318' (10rrtm) W 7/t5' (t2iran) hand snr1dm) prat toot Ills NOT use on Verdian side wy 4 shingle zad d mu he�eretha b ad by in ditiereter Fastettets should be { 14 penetrate at least VV (19ma n) into wood hated sent After tastettirtg the shingle let place, apply q aM �mdu adhesive. decks or just through the plywood a F"asterters must be driven flush V the surface ,live POSUR 6' 0227rRimm) sm above. fine shkrgk roast Ca pressed Rudy ofthesf .offdrivingiAdamagetlTest1111gle Raisedfastenersvvatintltrfem+xltitdoe•THROUaHVENTILATfON:ANrodstnMfasmustbe rovidedwith thrrwghvendlaDento Mauirrt�g d� shin es. for normal htsiallmlo l tour favAa ers rtutst be iced pertell t txnraprttem of moisture ladlsr air hehiod roof sheattdng. Yentliadar provhit>fns must at a naminal 5-5/8' (�13tttm) up from the bottom d rite shingle. [o pen , boat p codeeke and cave edges on the shirx�e. fasteners must be itTscdllsd apprwdmaAely T- t 1/2 (25.38mm) and NONCORHD WQ IETALDRWQF ia� �s T 1-t/Z.1Z-t!2• t�z-3ttkron) from earn side cape ywoad decks. • WIN6 RESISTANT: These sblngks have a ial tfiermal senlem that fimdy bonds ks all ASPt1AL7 tR�STIC CF.FAENT: Far use as shingle tab Sdhesive I1Mtst r:ortform to ASTM shinggLas� ropother titer npptication Iwhen exp�ell to sm and wam teanpelnRres. Shtigs D46f16 T I or IL instaaed h EeD or YfanL^r may not sell runt Ire of 5ow&g Spdrq• I(shfn9les arc dntneged by Type Underla anh Low Slope 2R2"4112 1� 67ipm•33333rr �ml�n Underleymsnt: Standard Slope-4f12 (333mMm) or more "j$ Appiiwfion of Wdedaymem and eaves noshing: Gv y ppppP,ticndan d un6d Coverdeekwidt me lever of under yment Installed Without b d underla ant as shownn. Use crdy enough na to held undaieymeof Tn place vidrides use only en h ndis ro toTd underia)mett to ce un wvered ity shingle S. y y[s pecs e ' ward• t edt Appplication at Dave BashiLrlo�� nstall cave Bashing such W Materials radon Weather Ludt covered by shingles. Use bind ralGn for nave Ilashia At eaves and whale Ice dens can Yvaich'•or StormCNuard• Le 8amkr In lomlbies whew leafs may he cattsed�weia ebsaakr. 8a one7rawaye I ohm W g by yg' 00mra: and axle `�BtDn, ) behind fbt�� �� � flashing woo tivadtaeg the too[ woo by (igmm) sea d The inside Tine. When lee darns or debils dams are not erp�, pY as of up extend 'k.Mate• undertayment 4 tloa»Wtt)�y 0eok . LDW MIWO 12• (905TtMti Wa6atarWaicM pp•• W/ertatWardl' . µtntmLmSlDpa. t upW (almmto 19ZnIN i2mis. Lett} or� Forro>"Ydopee,ewBNTnt 1 ,t �, (,� 3 Wlfda eeAN Ml/mtenMy�14R,D) �1. te�sidaLep UiLMILrmnnl'aMpri-1-611 AS i Cello rlT6ct o2RWt+)End tap liana drip IoovlgaeM Nita rely, Alan Atm9 wws pu uwtrlsemlTt W r OOTmaI Rod o+eglH■Ne EsWaa ONyH Ides d m'dg$On on mp d maw dnp edaP� ie Starter Course 3 SFtartrst andCconiourskwa Wvbh tug shingles laid gush wkh the stater course. Shingles maybe Apply as shown. laid from left to right or right to left. 00 NOT lay shingles straight up tin! root since this swat elgot eam and piocedtre can cause an himmict color blend ca the roof and may damage the shingles. lay in1g, deldsDM /a ugat»armsWL For "XU.VM wDtd nNNaws ateWa rakes, com"t 11114111,11 to YOdt(Mrr ItAl and 11d1 r Dike( IP a 4• (tdamM) "MIN a! aephae Faille goal 6101111L hart NLt5TT ev l, YYegg elLM uK! Naafi to preNloa drip Mat TAD0lave Quit g"ti walla aassI ''a a -to i'jtomm wN loando) Na■ earn G•ikA■ rFu tolru HmAf4a etNAlt 1N1hrIIdW Whklelt tL,a,d att uoart onr rrlt•d naeldett ■ MWItt• � use 4 ' Second Course Third Course Start and corAlmle second course as shovm. Trim W (162alm) from the end of de v r ((27% ham the first sldrtgle in the course than co(tfliDe with fug shingles shF i3 M This fi�ddes h the second and St� fry t esss Of the wide Across *1 ootJts Ttds resdts7R a 5' (i 2aboA a7vrrewriyV nxpostxe. ng eaves. the Md. Strike NOOTE. lamayybe i� from eNisef ti oaxses W dtedc parallel aignrne+It waft rnld left or rift hand da. Start nt dDterrake COMM" . '4991MENNE1111- e�e�ivh �stdrsg� having W (152mm) , co"" ('1atl:C fId FrdnhNpte Ida afidMa • •-' 7dtterd9■lpin e• nsx«u Fourth Course and Remaining Courses lilp and Ridge Tfbn 17" (432 lists) from Rust shingle In tfie oml % thari eattaiut with fullshlogks across For single layer xsA6catbn, use hip and d a shingles and app� as shaft to enhance the roof. Flith and subsequent courses repeat6dl shingle Instructions from Step 3. appearance, ttse GAf TIVARrW or a Ilya appli auan Universal00 i tNige. (One Runde of TIMBERiE1t" Hip a (ddge cwus 2D Bnaai "I tnr8e j For doM applarlIA FA C qa01111116 am ddduness. triple n some, m of pnitar as ssngk opal �plic6tiM sf� a -A �f away �indior �p� wind direction. THId ooLlns •F9Lem r.OAt, e•taoxat 0a4poN» . goERTW OtherQofRRiege Kq&F ge k� seesaw corm. Noel mom e.p�ONNd Ntt a•ar0'iNasllj ; 1 P"k-odo T&ww at"n Wall Flashing (Sloped Roof to Vertical Wal; 9 Chimney Flashing 6MaNWta •"e:..i,r"t"'�nD (x�Ni+ded t 10 Vail" Construmlotr-Closed Cut i ErtI�4�1p 'O" WUZI 6 YeYr (i l/e a W. e� LfwtrWNh µ ' p . - . - ..„•�.. - ' - teN`M_ t r nuwr""Fj d�oLa LLrr I "w�L$vs. r'►j�tr�+'►j'��tr1(Ir �a��..tl►�a! ►���iEw.i�.�i ar e�}t Valley Conshvctlon-•'Opett i nr+:-r• � ldgr■bwasl .rear C/N'vaY tNMNU "'"s�'4• 1■raHIIW■Yaw ' aura elegLe Y •ra�e,m p1enlYrgq Tatgwrrr'uw I �j■"tew"4�ia■taWt1 _ Precautionary Notes R"Gotingg Tcmbelfloe' Sales Shia ; are filbeiglass, self-sealing asphalt siirrgies. Because of the noturd ttotdas a@shtngiesaretoremeinisptax,naYdmvgorauawayofloose. curled orlifhd shia- ebaratteristicsofthehiahqug6tywaterproatilttgmaendused.theseshingleswigbestgt6tcold gglen; vikhnew;and tbdota�p ngtluetxwroDfirog.siaeapthesAxfaeedaenofailoose weather and flexible13-olweatdhJer. debrle.S'mcem i�maysinesJrtargtrthenew bbres0slelhe gsfirrgles 1. Stlndlas shmdd not be c%ped en edgy its shorrkt attempt be made to separate shingles by Provide a su ace, F era mustlre slt�dent �bn this W deck s bstst 'hreekhtg' over ridge a ootthhor bundles• 3f4' (1Bnen or jmt thrauptR p�d FoOow offer rim via star t�rr 2. Handle rarehlgy. Seingles can easgy be broken )n will Wttauta or their edges damaged In hot More: es can be Drat wood stt6tgles adnen Ixecantilans have bran taken to provlrk an amp a snaoth suitmel this lnoktdes tutdrig bsdt rid shingles a eaves and rakes and 9. Abel xxposed materkls must be of Bass A type histatCng neww sui as needed. Melee utface smooth cad use beveled wood sirs 4. Stooge should helm a covered, veraFde saae maxlmrm temperature 110•F (431C,) Store a necessary. IrrslM �eLc to maknain ass Aretiagl. on Ant suffice and I,se weight equethsbn boards Y pollets are to be double Sullied. This duet Is sold Wirt an express LNITED tkApRANrY astY A of the LNMD WARnu(tY SCM2 ro 6. �les must be protected from weather when ored it IM site, Do not store near $team fro as s, radisars, etc, o b sunggtN Ag roBed pro uct must oe stored m ends. ta+asandresmrafasls m theprsdref araay homnraiwaWuerdeWk proaLcf a ghs are m)>t npp.&,.,d,.�d,turing PROL0tsC1ED tOLD periods or In areas where *home � e Ms CorporsNr' Iw7►=Trace I + des" 00 be its maporShtdtll d duster sand can 6c ISttlICIIO before sedirsg ows, rite shingles MUST be hand sealed. a100r Materiels ea J ENGUSHIZ12M SIA 1All, RPticegg, m ni Tam'+ I FLORIC)A AFFROVAL Cggg,0E7o>F-5 (ALPHABETICAL BY MANUFACTURER) APP SEQ MANUF. CATEGORY SUBCATEGORY APPROVAL STATUS FL1204, FL1267 FL1546 AMERICAN CRAFTSMAN WINDOWS SINGLE -HUNG APPROVED FL158 CAST-CRETE (FECP CORP.) STRUCT. COMPONENTS OTHER APPROVED FL542 FL549 FL1794 CLOPAY BLDG. PRODUCTS EXT. DOORS SECTIONAL APPROVED FL42 FLORIDA EXTRUDERS, INC. WINDOWS SINGLE -HUNG APPROVED FL183 GAF MATERIALS CORP_ ROOFING SHINGLES APPROVED FL395 FL394 FL392 JACOBSON WINDOW CO. INC_ WINDOWS SINGLE -HUNG APPROVED FL539 FL498 FL935 JELD-WEN EXT. DOORS SWINGING APPROVED FL3128 FL204 FL219 NORANDEX/SIMONTON WINDOWS WINDOWS SINGLE -HUNG APPROVED FL181 FL184 FL109 NORANDEX/SIMONTON WINDOWS EXT. DOORS SWINGING APPROVED FL1418 QUALITY PRE -CAST STRUCT. COMPONENTS OTHER APPROVED FL538 FL1218, FL474 FL402, FL503, FL1423 FL1463, FL1901, FL1725 SIMPSON STRONG -TIE CO. STRUCT. COMPONENTS CONNECTOR ANCHORS APPROVED FL1170 THERMA-TRU CORP. EXT. DOORS SWINGING APPROVED gip B gyp- ®® 37.5 MAX. 105.5' AMC. OVERALL FRAME WIDTH a T aERY�1/9 a RCS OVERALL WIDT36.625' MAX. H " PANEL WIDTH 15.5" MAX. W 'CIAMCWr#A atia4N8MUAMOOLKEItIkNUff PANEL WIDTH r W/ASTRAGAL ') FRAME WIDTH 8a>BJr�a�LSArED DOONWrrNWDWR&NM 0; ^ 13,9375' MAX. WIDTH A O 00 1 r r r r r r I -Si WIDTH LIP LITE 7.125' MAX. D.L.O. O 'x r 211X/8" ° r r 7.0 MAX. D.L.O. MAX. • $ WIDTH INTEGRAL iJrE :� D.L.O. D.LO. 6 (TYP FOR ¢ O r ') o x x(') r iA BOTH SIDELM) 4,6a X 1 r i (SMC) skin 0.105" min. It �t� $�e�Q 07 mrn. k vir yid n �y(m 6 'iaC Poryunitlta,n�s.^giver (xud, with Qdeha b skin M.Pmu?. 0 IIq %Itdrk(r euYiryymis rabd e lmm atBDdaFbay BASF[ems LraV lee m� = > 4 a de b a�pp�aU n %�Dddk fAMd ewRh an a aYarHinarL qei of eosD fir °bTso y rrartle conatrMaaed rTarn lkper �''Ly,� ride x 1.17�ihldr. Twougs /h�'e]ryAy�headr k j.Ro�Fa,9l.•eLd�,,,to Ade al ' [O side. •m MP � ,/" anon x L n+i on We tit SUL Theell; is Iowa salt arm Ie 275 tilde x 50.i9• high edcured x 1. Pon Tfeod Sagas. Ths fnxHte ae sealed rDl siTicans ohs (Dot 79) to parr ad 1b The aldee 110-21t SW Up Lae Wah de yW sfrarrgal Fy(minr 4200 Per & IW Lo sel8E 8re �{eW Fy(min.)• 4,674 psi- 0A rim Is 9.85" wide x WLW' sxasd r 16) �) ' fts PhI� � �SaMisrs. The from as � Me om III elm ell to wrdait@ face elr�eb him gi a+mpa=sd 7115)• OF CONTENTS DESCRIPTION. SWGLE atSerNG Ubaf DOUBLE W/SIDEUTES INSWING UNIT OPTION N W/ SURFACE BOLTS SEE DETAIL A" SHT.3 74.5" MAX. OVERALL FRAME WIDTH tr8.5" MAX. OVERALL WIDTH 36.625' MAX. iRE Sll! JWIS PANEL WIDTH ARE L211/8" W ASTRAGAL D FROM NAERIOR O.LO. t N I �` r r 21-i18' MAX D.L.O. " (TYPJ r r LUST OPTION H W/ SURFACE BOLTS sFF ncreu e• curs DESIGN PRESSURE RATING WHERE WATER INFILTRATION OPTION I W OUi SURFACE BOLTS +47.0 PSF -47.0 PSF II WITH SURACEOPnON WO� -1. AI�TRAGA[ +70.0 PSF -70.0 PSF /- SEE DETAIL 'F" L 1 6" T� 13 v) TYR N _ " 0 O N o U 13 1_ v a TYR SEE DETAIL ^ to "G' SHT. 5 N SEE DETAIL/ SEE DETAIL N "E" SHT. 5 "H" SHT. 5 6---I I I-6.3" " i3 i- I SEE NOTE TYP. = 3 SHE 4 SEE DETAIL 'F' SHT. 5 - n M M i 13 - I TYP. in SEE DETAIL SEE NOTE "G" SHT. 5 / 4 SHT. 4 3. 6- "."-SEE SEE DETAIL "H' DOUBLE DOOR - _E NOTE SHT. 4 N� M ■ � rr r 15.5' MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125" MAX. D:LO. WIDTH LIP LITE 7.0' MAX. D.L.O. WIDTH WTEGRAL . LITE (M• . FOR BOTH 51Dt7 M) SEE DETAIL "E" SHT. 5 TYP. 3" 51 TYP. SINGLE DOOR W/SIDELITES 513.1559.111167 g 11 07 01 as N.T.S. L sit WLN r. aYt RW Isere Mo.: S-2178 ET OF O> a0 DO (Q M70N ELI p=p��O O l=000 w 00 az. CO �a ^ In ? .y "M" _� P—T SEE NOTE 4 SHT. 4 813.839,9197 11 7 O1 N.r..s. T sr WLN c W; RW WIND NO.: S-2178 i i a� s, -f�T Alamo 1%��'Cl Clq-,poif P