Loading...
1224 NE 96 St (10)_ F 4 3/ .V 33 31 71 3.5; reto' \ 17SCRx TION tot 15 and the woof 4 feet of Lot i.4 Hlook 84, MIAMI SHORES SECTION NO. 3, ae recorded in Plat Book 10, at Page 37 of the .Publta Records of Dade Co nty, for.da� « Ws HEREBY CERTIFY that the attached plat is a.tr%o and oorreot repreaenta Ion of survey made under our direction of the above decoribed pproperty on theddate listed below and that) there are no vieible encroachments other than shown ATLANTIC ENOINEIRINQ COMPANt Pree. H S• Hart r. Reg attired Engineer Ho« 3069, Reg etered Surveyor No« 430. State of for .da Datet April 24, 1937 yy r r r 1" �w k U.Y. % � � F '�:M` �Sa+w ��''�.ry'i >r k A?: A 4 . 3 tF y w<.�, t j !:;k. 4 pp_' :ry ,� "�l •t� " >' xc• u FENCE RESIDENCE NE 96th STREET SEPTIC O.N. ELEC. TO BE UNDERGR k3Y OU1NE 1'10.26 WATER 109.90 WEATNERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE 5'x18' SWIMOUT VACUUM 1 3 1 - 11' INLET 1 1 111111 EXISTING SLAB EXISTING RESIDENCE .4n �e f 9EPT. 4th 2001 POOL EQUIPMENT ELEV. TOP OF POOL WALL 1.5 DEPTH or POOL 5.0 ELEV. TOP OF MAINDRAIN 2.5 ✓ FLOOD CRITERIA 55 v ELEV. TOP OF MAINDRAIN 2.5 POOL IN FLOOD CRITERIA 3.0 ✓ LESS 2'0' HYDROSTATIC VALVE 1.0 " SLAB THICKNESS REQUIRED 6' 38 SURFACE AREA (SQ. FT) 491 15 VOLUME (GALLONS) 15000 0.15 TURNOVER (HOURS) 1 0 22 PERIMETER (FEET) 106 DECK AREA (8Q. PT.) BY OTHERS 0 l�. 6' THICK SHOT 3 BARS A 6' THICK SHOTCRET WITH • 3 BARS ,4 F.P.L. METER POOL COPING SAME THICKNESS AS WALL SUIMOUT DETAIL PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: 6' CERAMICS MAX. 1:1 SLOPE 0 ANTI VORTEX MAINDRAIN � / TE WALLS REINFORCED WIN X= CENTERS BOTH WAYS to" HOUSE PANEL 3 12 THU. N IN 1/2' CONDUIT • 2l• HP PUMP 3 12 THWN IN 1 i2' COND. WATER LEVEL rn LOOK SLAB REINFORCED CENTERS BOTH WAYS. 2- 2P -20A 1- 1P -15A WATER LEVEL POOL SECTION NO SCALE 2 r 14 THWN + 1.12 THWN IN 1/2' CONDUIT 2 • 14- TH11.1N- +- 1- 12._THWN IN 1/2' CONDUIT 12 VOLT POOL LIGHT JUNCTION 110V/12V BOX TRANSFORMER TIMER 1 HP B R LOWE N 2' TILE STRIP OF CONTRASTING COLOR NO SCALE 24V D.C. GENERATOR TO CHLORINATOR ELECTRIC RISER DIAGRAM NO SCALE 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PYC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEvIB HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWI 'E NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINORAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIvORTEX TYP. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED TYP OP 2 NOTE: PROVIDE "8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. NOTE: ELECTRICAL SERVICE I5 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OP TI-4E NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OP POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED A8 BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. SAFETY NOTES: RECIRCULATION PUMP 21/2 HP, 90 GPM AT 60' TON SELF- PRIMING 1 1/2' POOL WASTE AIR RELIEF VALVE HP BLOWER EQUIPMENT ISOMETRIC MIN. 18' BELOUJ WATER LEVEL 2 +'3 BARS ACROSS NICHE SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, 801L CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. POOL WALL STEEL I' NON METALIC CONDUIT TO JUNCTION BOX -LIGHT BOUY BOND WIRE TO POOL STEEL NO SCALE UNDERWATER LIGHT DETAIL POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITI-4 SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (aa) 'ALL DOOR WITH ACCESS TO Ts-se,--- POOL SHALL BE EQUIPPED WITI-4 AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN !I9 BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OP 30 SECONDS AFTER TI-4E DOOR IS OPENED AND BE CAPABLE OP EMITTING A SOUND OP SURICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. TI-4E DEACTIYATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF TI-4E DOOR 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N6PI -5 -95. 2. THE WARMING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 'T1.4ERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 16 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WNICI.4 PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. TI-4E POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. POOL FILTER WITH 115 SQUARE FEET or FILTER SURFACE AREA CARTRIDGE CHLORINE GENERATOR NO SCALE SPA POOL OPTIONAL STONE BRICK OR \ 113'T1 WATER LEVELC COPING ATONE COPING ANTIVORTEX MAINDRAIN 6' THICK SHOTCRETE SPA FLOOR AND WALLS REINFORCED WITH •3 BARS AT 12 ' CENTERS. SPA POOL, S5CTION POOL AND SPA DATA: NOTE: STEP STEEL NOT REQUIRED SWIMMING POOL 12' 12' -- - STEP DETAIL CERAMIC TILE THROAT SWIMMING POOL WALL NO SCALE POOL WALL NO SCALE WATER LEVEL WEIR 4 RISERS AT 10"% ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR ADJUSTABLE LID i SKIMMER DETAIL CONCRETE BASKET (MIN 15 8Q.IN.) NO SCALE 1-4Y 1RO51AT UPL IFT NOTE: IF THE POOL IN FLOOD CRITERIA I8 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6' AT TI-4E SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. , o; Y 4 0 U -I 0 - Q U z LU 1--1 lU t lam. cy Z al a z O 1- :�.y .rl��;d �,,� ,R <Mi ;:�� fi t }'��.b�'k +,..�is�"/K. f hN. -�'' v sY•- ,�Y!.��4ti�"P � -. "�' i.�E p� � + ?f. r ° �� F "' °�' 4 P: 1 ' 1 a` f .t"i!` +4 ten . r *.. 4'9 fi t.t '(O , ;Ebb•A FENCE 30.80 SITE PLAN 6CALE : 1/20' =1' - RESIDENCE 1260 80' POOL NE 96th 6TREET 6EPTIC O.N. ELEC. TO BE UNDERGRoUNDED BY OWNEF•; .r 10.2 6 PANE 0 EG/IIPI WATER 109. t 6' DEEP MAIN DRAIN WEATNERPROOF CPI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE POOL PLAN 6CALE :1/4'.1 EXI6TING RESIDENCE POOL EQUIPMENT ELEY. TOP OF POOL WALL 7.5 DEPTH OF POOL 5.0 ELEY. TOP of MAINDRAIN 2,5 FLOOD CRITERIA 5,5 ELEY. TOP OP MAINDRAIN 2,5 POOL IN FLOOD CRITERIA 3,0 LESS 2'0' HYDROSTATIC VALVE 1.0 SLAB THICKNESS REQUIRED 6' 38 — 15 - 0 SURFACE AREA (SQ. FT.) VOLUME (GALLONS) 491 15000 -- 1 0 0'15 TURNOVER (HOURS) 22 PERIMETER (FEET) 106 DECK AREA (SQ. PT.) BY OTHERS w` ;':.:fi . T?t? � ,�P " r p. • 4 't • F.P.L. METER 3 12 THWN IN 1/2' CONDUIT POOL COPING SAME THICKNESS AS WALL 6' CERAMICS HOUSE PANEL 3 12 THWN IN viz' COND. 0 6' THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARB AT 12 ' CENTERS BOTH WAYS 6' THICK SHOTCRETE FLOOR SLAB REINFORCED WITH • 3 BARS AT 12 ' CENTERS BOTH WAYS. POOL SECTION NO SCALE 2-2P-204 I -1P -1514 SWIMOUT DETAIL NO SCALE PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: WATER LEVEL TT MAX. 1:1 SLOPE 0 ANTI VORTEX MAINDRAIN 2 " 14 THWN + 1 12 THWN IN 1/2' CONDUIT / 2 * 14- 7HWN- +- 1- •12_TIIWN 1/2' CONDUIT / k 12 VOLT JUNCTION POOL 110V /112V— BOX LIGHT TRANSFORMER- 1 HP BLOWER TIMER 21% HP PUMP _ 10 CHLORINATOR 0 24V D.C. GENERATOR ELECTRIC RISER DIAGRAM NO SCALE _WATER LEVEL 2' TILE STRIP OF CONTRASTING COLOR I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC-PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEvIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF 8CREW6. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANT IvoRTEX TYPE. I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 1 ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI, 4. THE DESIGN OP 1HI6 PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED TYP NOTE: PROVIDE "8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. NOTE: ELECTRICAL SERVICE 18 ADEQUATE FOR TINE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. SAFETY NOTES: SO1L NOTE: RECIRCULATION PUMP 2 HP, 90 GPM At 60' TOH SELF- PRIMING MIN. 18' BELOW WATER LEVEL 1 I/2' POOL WASTE N ti Z Q /7 HP BLOWER � �� • r EQUIPMENT ISOMETRIC NO SCALE 2 +'3 BARS ACROSS NICHE AIR RELIEF VALVE CHLORINE GENERATOR POOL WALL STEEL I' NON METALIC CONDUIT TO JUNCTION BOX LIGHT BODY BOND WARE 70 POOL STEEL UNDERWATER L 1 4 r DETAIL NO SCALE POOL, SPA AND 140T TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WANING WHEN THE DOOR OR ITS SCREEN ;6 BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM of 30 SECONDS AFTER THE DOOR 16 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALSR"1 SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE TI-4E ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD of THE DOOR 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N61=I -5 -95. 2. TI-4E WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 'THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OP SMALL CHILDREN. IT 16 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN TI-4E DOOR OR ITS SCREEN 16 OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT 1-146 BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 POP. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. POOL FILTER WITH 115 SQUARE FEET or FILTER SURFACE AREA CARTRIDGE NOTE: STEP STEEL NOT REQUIRED CERAMIC TILE THROAT OPT f ONAL STONE BRICK OR 13' 10' COPING STONE \ T WATER LEVEL COPING r ANTIYORTEX MAINDRAIN 18' 12' 12' STEP DETAIL NO SCALE SWIMMING POOL WALL 6' THICK SHOTCRETE SPA FLOOR AND WALLS REINFORCED WITH BARB AT 12 ' CENTERS. SPA POOL SECTION NO SCALE WATER LEVEL WEIR( 4 RISERS AT 10 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR ADJUSTABLE LID i SKIMMER DETAIL. NO SCALE CONCRETE BASKET (MIN 15 SQ.IN.) SUCTION LINE HYDROPTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA 16 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6' AT THE SHALLOW END TO T1-147 INDICATED ABOVE POOL AND SPA DATA: 148 SLAB THICKNESS REQUIRED. SPA POOL SWIMMING POOL - T . 4 •3 x.' f 4z {{ }} M .' { • n i ' .1r w� /max ^, / A i ey .Y A . �.I' / /:...Y��' ' � y . � ��F ^M� S - A . li r, •'` _ ___ " P, . y k {r EL 1 4., "* .... > �.1k�I � +'.s^ � � '• ,... 1, ,, �+�' -� ,�^ .. r 3'�»' i L,. � � ... A y is. te^ . a.+ k� �' fl t'w id � (SR/�I''� �n,� ry M ° 1W i Y4..'1ti.4H4 G K�y� ,y.'ati,FMt� ^VJ y� /F� 4.Y�! ^ ..�.VY,+Y n S azt h i . {,'M S . . \ ' .'!i: M ia. a , i w f ~ T 4 ...11 r?iri iMlk. M��A.J1MRv� &.IS � 7�y hy.' "'� k L. r'.iM W,4; $lA4 ��+ �I' "PA �,', ` -M'.+fZ7t •.2' +.. • 'x /"`TT'i " �.,;.'{�Y abR �y., v ,. .. "' ^r .y., \I�//. 'J' P\ '. y,, �� rr ..� .] }y r„n',fk+,J rw.' •hb'p ! M4 e't S ..��� ``J n >*1,..`+ 4 4 CiYN W « i!1 t `Atn'M {' . X � �' 'f".�!!", �?°.'.' ,4 !.�t'.; t .ht. `` f, 4w '1+K - �YX� �( '7Ar j .. -. ! . ^ u' t w ,nrk,C,„. .. �... -„ •a { fh [ yy p � x yY ; ! d Ft tl Lvf!' f E *F>' — �,a+ "'�i ` Y �� -, / � �'�j �'R.'14 M Y J / 1 d s, J // � „'M�, ��i"`;^� ..4i t'`..�M} . D �.rK �' � S , ♦,�. -. .. ` ` . y.w a.ac. .4 5 T Mm C� .. W , y..cJ{�;:.Lp� 't �•� 'S �T� f ,.'S. } v tft h'✓+ ..'M '�•� Si - .3p' 'S ' ':•} /{. /' w MR; ,C;. iM► ..�:'� .,/; �'a 77,:: }� /1� . �yt 9 , Y �r{{ . ;I,7MtlkAl v�i.'s!+ '1 ... ~, a >t - uy �R, I -. . 4 . �'. 1k :J w 1 x'. 7 x t� �itt' .yf ; :.yx++y. } a• . �. C?4 ...�, x...y"+i, n}'.,N4.•. -. �. iww Y t .�.., .t'H. r f 1, "\ t' �a ^: . :. , . � � I� .,.. , .w ' .{ X1!1'! ` T°, y � 'S 'J O w? wi'.R`F'h � .'.r' fip� ��/ e.:f `W7 \O. q y. a r . � .. ,. + , r ' NENICE237 ,. 'ir�',+ r . . :,:. Fc�.v ?. .: <..a',+ a .... -<'•. ti<.N ? HEM —FIR .....:r.. -... ...:, :.` s • ..... ..y. 2x4 Tom x4 Bot r .. .. .. FIR —LARCH Sel. Str. liens MC -15 Sel. Str. Dense Dry_ .hY _r ... 2x4 Top 18'8" 18'0" .. 2x4 Bot 18'8" 18'8" SOUTHERN PINE 1 2x4 Sel. Str. Dense KD Top_ 18'8" 2x4 Bot 18'8" 18'8" ' 18'8" 18!$" 18'8" 18'8" 18'8" 18'8" 18'8" Sel. Str. MC -15 16'0" 15'8" 18'8" 18'8" Sel, Str,,Dry •1 MC -15 Sel. Str. Dense Dry 18'0" 17'8" 17'Q" 17'8" 17'0" 14'8" 18'8" 18'8" Sel. Str. MC -15 17'8" 17'0" 18'8" 18'8" Sel. Structural KD Sel. Str. Dry #1 Dense KD 1 Dense Dry •1 Dry 14'0" Sel. Struct. Dry #2 MC -15 13'4" 18'8" 18'8" #1 Dense MC -15 17'8" 17'0" 16'8" 18'8" 18'8" 18'8" #2 Dr 12'8" #1 Dense Dry 1 MC -15 Webs to be 2x3 #2 Hem -Fir, Fir- Larch, or. Southern Pine; or 2x4 he Hem -Fir, Fir- Larch, or Southern Pine. 1 KD 16'8" 16'0" 16'4" 1 Dry 16'0" 18'8" 1 Dry 2 Dense KD 2 Dense MC -15 16'4" 18'8" 2 Dense Dry 15'8" 15'0" 18'8" 18'8" #2 Dense Dry #2 MG KD 15'8" 15'0" 14'4" 14'O" 18'8" 18'8" 18'8" 18'8" 2 MC -15 #2 Dry 14'4" 18'8" 2 MG Dry 2 KD I 5 -3.6 # Dry 13'4" 18'8" 12 . --------______ j 3.5 3. -3.6 GM L] 1 I Z-5 No Splice lir. ■ 44, 3 tuliE I" 5 -4.5 w /Splice ttRlFl "0 6911 0 A-4 18'8" Max. o- W 1.0R10A ,� �c�s ° � CONNECTORS ���� p iVRI VIKING connectors ss. 20 gage gal suited steel and stall be applied to both faces of truss at each docnt.Dr PGTti shall be located a shoo°, tither centered, or located by circles (e) or dimensions. Tolerance of up to 104 of given area is permitted. CUTTING and FABRICATING ',flute** equipment which roll produce of usiIt. 14J14 Chkd.B RWB Date 3 20 2 - oa 1 Il O Ca ' c op Chord 45 psf Bot Chord 10 psf Tot. Load 55 P � 5f our • Factor 33 -� o t 5 pae lilg 2' �" 0 • C • - .Drwg• V10870 snug- fitting ad plates. LtTIG assume ." bearing each cod. Bestir,. rtdtts up to B may be used, permitting as incr *sse in overall length up to B. DESIGN STANDARDS conform with applicable LENGTH 18'8" proelsioa of "National Design Specification for Stress - Gredo i.umter nod Its Fastenings" ( WA ) and "resign Specifications for light Metal Plat. Connected Wood Trusses' ( IT1 ). FIELD BRACING to not tn` reeponsibiltty of the truss designer, plate manufacturer, flit fabricator. Persons stee l are Ing cautioned seek to prof u advice ■d ,r noddy p{ •r n ton bestir which is always dre d to prevent topp1iug and oumeotng during ici o o n, and r$ perm anent i b berasirg to re required fi. which sy I. required to *preeevent applications. trusses shall to erected and fastened is a straight and plumb postpone Where no aheathiti is applied directly to top chords, they shall I. brood at 1' -0" ..,. ma. lb.r• oe rigid tulcng to spplt•d directly to bottom chords, they shall to trued at 10' -0" o.c. max. Trusses shall bo handled rill reasonable care during fabrication, •hipping, acid erection to putout Ic. 'twit. _...e.ac.:..x." b.. - .:, - -.. ..- ..:.,.;.as: .. .a , . piTCPITCH 3.5/12 •—. TYPE ,� SIMPLE KING . . ... ,n ... ,.. ,. • 3 aN +• .e,'w ittl l. nF3:+;; - Y.- 'Lumber desi k t Top Chord Sloping : Flat e Bottom Chord Webs 6 -9.9 d in accordance w 1' 0 r Gradin„ 14 Rules, , „ iy w , _ 7 -6.3 ronl... • N` t 1 1 1 j t � L, 1 3 -5.4 No 3plice 3 - 7 -8.1 W /Splice 6 -6.3w /sill. VIM 6 CONNECTORS 2x4 #1 Southern Pine or #1 Fir -Larch 2x6 #2 MG Southern Pine or #2 Fir -Larch 2x6 #2 KD or #2 MG Southern Pine or #2 Fir -Larch 2x4 #2 Southern Pine or #2 Fir -Larch #1 HIP 7'0" 12 3 -2.7 1 ~_� 2 I ,- -- ' �`` �'= __ _ 3 18'8" I I I ■ 6- 6.3w /spl MINING connectors are 20 gage galvanired steel and shall be applied to both face. of truss at each Joint. P1► stall be located as shown, either centered, or located by circles (ol or dimensions. Tolerance of up to 104 of given arts is permitted. CLTTING mud FADR1CATING requires equipment which will producr snug — fitting joists and plates. UIFRALL LLNiTRS assume e" bearing each end. Basting widths up to 8" may be used, permitting a increase in overall length up to 8 ", DESIGN STANDARDS conform with applicable provisions of "National resign Specification fcr Sties■ — Grade Lumber and Its Pestenrngs" ( NPPA 1 ant "resign Specifications for Light Metal Plate Connected Wood Trusses" ( 1PI 1. FIELD BRACING is not the respon a biltty of the truss designer, plate manufacturer, nee truss fabricator. Persons erectirg trusser are cautioned to seek professional advtre regarding erection bracing which is always required to prevent toppling and dominoirg during trectinn, and permanent bracing which may Le required in specific applications. Trusses shall be erected and fastened in • straight and plumb position. Where no sheathigp is applied directly to top chords, they shell t• braced at 1' -0" o.c. max. Where no rigid ceiling ie applied directly to bottom chords, they atoll be braced at 10' -0" o.c. max. Trusses shall t• handled vitt . reasonable care during fabrication, shipping, and erection to prevent escessive damage. 3 -12.6 Y Froo+ Dr.B MJM Chkd.B RWB Date. 3 31/71 oa ing Drwg. No.V12250 Top Chord 45 psf Bot Chord 10 psf LENGTH 18'8" Tot. Load 55 psf Dur. Factor 33-1/3; Spacing 7' . Setback PITCH 3/12 TYPE HIP SET av,.c. + ' . tars as:ea:es r -: g s 1 HIP MEMBER End 2'0" oec. VI , y` � r o 9, CONNICTORS Jack 7'0" ?33$ 7' FRAMING PLAN ✓.. .1.03 `i?. 9'.!i'+.a`Yr^r.iA :Y ry :i.W wi-.e,x' ie. F` ._':i'T.4i' , 4t. 5 1011 5 ' 3' 3'0" End and Corner Jacks ** Fasten with 3 -16d Toenails * Fasten with 2 -16d Toenails 1'0" 2'0" o.c. 5 3 * ** 7' END JACKS 2x4 TOP CHORD 6/12 & UNDER #2 Southern Pine #2 Fir -Larch #2 Hem -Fir Top Chord Bot Chord Webs 3 -7.2 VIKING connectors are. 20 gage galvanised steel and shall be applied to both faces of truss at each joint. P alter shall be located as shuvo, either centered, or located by circles Co) or dimensions. Tolerance of up to 101 of given area is permitted, CUTTING and FABRICATING requires equipment which will produce snug — fitting joints and plates. OVERALL LENGTHS assume 4" bearing each end. Btarirg widths up to 8" may be used, permitting an increase in oaerall Length up to 8". DESIGN STANDARDS conform with applicabl, provisions of "National Design Specification for Stress — Grad. (rimier and Its F`asteoiogs" ( NPIA 1 and Cosign Specifications for Light ..etas Plate Connected Wood Trusses" ( TPI 1. FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting truase, are cautioned to seek professional advtte regarding erection tracing which is always required to proven. toppiing sod duminoing during erection, and permanent bracing which may be required in specific applications. Trusses shall to erected and fastened in n straight and plumb position. Where no sheatbinp is applied directly to top chords, they shall b. braced at 1' -0" o.c. max. Whet* no rigid collies to applied directly to bottom chords, they shall be braced at 10' -0" o.c. max. Trusses shall be handled Vitt reasonable care during fabrication, shipping, and erection to prevent excessive damage. T.p'1PtzA • :■•.'A `.. t't o . ir OVER 6/12 #2 MG So. Pine #2 Fir -Larch #1 Hem -Fir 2x4 BOT. CHORD 2x4 #2 Southern Pine, Fir - Larch, or Hem -Fir HIP JACK : 2x4 #2 So. Pine, Fir- Larch, or Hem -Fir : 2x4 #2 MG So. Pine, #2 Fir - Larch, or #1 Hem -Fir : 2x4 #2 So. Pine, Fir- Larch, or Hem -Fir 9'10 13/16" 3-5.4 HIP JACK * ** Fasten with 4 -16d Toenails Dr.By OAG Chkd.B oa ing Top Chord 45 psf Bot Chord 10 psf Tot. Load 55 psf Dur. Factor 334-% Spacing 2'0" o.c. a.' 5' 3' 1' CORNER JACKS All 2x4 #2 Southern Pine #2 Fir -Larch #2 Hem -Fir 3 -7.2 RWB Date 9 15 71 Drwg. No. V12000 LENGTH 7'0" LY -- 1i- PITCH 2 +/12 TYPE 7' JACKS ' Cut from 2x6 or larger as required Girder truss or bearing wall 16d toe -nail into each truss SECTION A -A TYPICAL FRAMING PLAN ��same slope as roof 12 *2x3 cut from nominal 2x6 ,oa ing Top Chord 45 psf of Chord 10 psf Tot..Load 55. psf ur. Factor 331 Spacing 2'0" o.c. r.B MJM Chkd.B RWB Date 2/24 2 Drwg . V10004 Top Chord ; 2x4 f So. Pine, Fir -Larch or Hem -Fir mot cY,o�3 , 2�3 43 So. Pine, Fir -Larch or Hem -Fir Webs : 2x3 or 2x4 #3 So. Pine, Fir -Larch or liem -Fir a 20 For longer valley members, max. web spacing is 6' UINtNS connectors are 20 gage g•lsanined steel and shall be applied to both faces of truss •t each joint Frei still be located as shewo, either centered, or located ty circles (o) or dissensions. Tolerance of up sau g jolata O nd r plates, p CtlRALL LENGTHS assus.e F hearted req,uires ends Be.r widths up to 8" say to used, permittIrg a en Increase In olerall length up to S ". 1't,I01 STASCARUS' conform with w eppllcabt prottfloce of "Notto.sl testgn Spectflcallou for Stress - Grade Lister and Its pastealc.ge' 'es gm Spectflcattons far Light .el•t Plate late monuf•etdurer, nor fabricator. FpessonsAerectarg trusses . responsibility co of the truss design *r, p are cat o nod to stet prof dsr reek* [e gu d+ pera•cent erection bractrg which say s Le required A n ao 'pica" toppling and Tru g during erection, and de g p a p whet,* no aheathinr app L ppl Trusses sEa to Le erected and sh Le la • afro Al mud tome us +here no rigid ceding as •p pl ied d direc tly L *d dyc t to bottom chords, top ads, the t shall r ee braced •► t 10 -0' o.c. sass Trusses stall to handled will ts apieto s, Y ressoc•ble cos during fabrication, shipping, and errclaon to prrae of t e S'ss,.ad aaage9 i� -¢ r i 1 J. ,, }3. FORD CO. 0 W. LADD, Pres, N. W. 7th Street Miami, Fla. 33125 Phan : 642.2820, 642-2731 QRVEY OF trot 35 ad Oa West 30'teet ! 6t la, tiboic F MIAMI .&rortgs SEC^IoN ito. 3 itoeordtng jo the . plat thereof' $ treoo ►ed 4n Piet Book 10, ot the .public 1 c e t Dade efo.uti, Florida AT 1Ft thet the'irfor.sation � ► teebn' repr +sentd . $0107 made e r 161:Peation' n1 !n- title and +00reOo #o z( beat of icn ►iie gs ±�!�d telttro w .1 l.' 4ID H0RgL A OG t ( • 1' • , . 7. _ $g' :4 NOTE: IN DADE COUNTY #2 LUMBER REQUIRED TO REPLACE #3 LUMBER `' 14, ENGIN ERED TRUSSES N DIVISION F MOSLEY ROC LtkmaeR Co. 160 N. 01Xle HWY., POMPANO OEACH, FLA. - PHONE 942-2320 OX' 46 st•e4 prVaUirie3 J0t) /ze4. go 96 ,SV APAteti ‘Iiiete:g4 dotiivt y PR/01140 oiA9144 7-V>:(.-; , - 7 -. "'" - : -.... "74 . r irli I to l: t1M L i 0 q N')[ c L.ECrgs t ct,L. Gall~DUL ,� * t. t 1rCUrr LI'S% N o VOLT ?OF. vJt; a tOND 'WA. 1.14 {. RECP1 1l t ('24 ‘5 A t4. t�Z4 A 1c - 3 , ti 240 30 A 10 1 /4 .1 ZoF•. 5 120 15 A t 4. 'I -rO to l.01 Ikle..e It ' t14400 11r Gk1 trd,�i t`stu4rlort _ A/C :Z t. L t.. , - 1-± -1 21)1U t. O avw cAL.t. g � Ktr1 . Err)2.41..• coNot.)o- „ get.oc; i xls , SW I ci -1.:9, FAr4 1 } 1.1Ar'G. _R ,....,. t aa�r _ a.:.F .. +._.s- r• �-.r , .r�l r . .,_Kt;MOva 81119T Cr.C38 W / la 'Cc n:O flr;i ohrci4 t MVa7tt1 =- xeL •� VCiX14 T� �r cto9 %t vooj fZ@a . 14v1 OAt - 5te0 i 0e. r. PA 14.. r r1H t-t ew el u c • v - rz• --- - -; 'L' HAW r1# r3t�!TIQ1`'i dl rciT t. r� . 4 Ett T ��w 2• ? r te a `t N ". Ke�fs ltiSt. II wt rifQ' -' ,$ $ !?VIY t 1 1 a11rQ��tiv� 0hl'GN 11 v MArctA • 1.11. ..� +RQ N1 ;,4 -- Fgovlvt: OP • MiTe.1; " 79 t tW'lkj" ' PATGti NQT5ii -- 5oorLt r O FNI, PC1TC}>' natc. t4 51 Kt>w. ,; lAt. I.p. t.tt S:r, 'eA atxt. z 4 X 3 PRINTED ON NO. 1000 .TII.11 140 .ti1c V Two•LA're .ti cep. 55 # oc't - I - r $U_._ - .00. C0 6Veta. PN% .AYtS. Of '4 3PUAe.r r at.7 oil (m1N•) (c3`i Oryeu.') ,.- . CoA(». M71::lau�fti: •S'sR4t� G e •r ,v SS -- --- --�- -- MiIL. Ugly 1 ,)cCc' UN GAt.v,,: Ni'rt l.. LA VS•rt TO I`-tArGt -i t' 1 MOO•r1.4 6tvc M AYGH 11 cl: E ..Xti1re. a LocKWALL x o P.T. tut). It Arrcti2 To W tbt.t-. ti 1 /'2 8" - �d t r'' C� 24" 0. G. FJN.(7) 12;4Ur. t t • tO 1-.1ATt +4 .- T11GSM ems -r1Nr„ ---- = • i 1 v tTr trrrrT r - 4'1'04 rV1 IM.2ut. . 1 211 D$4Yv1 ell 1"x S ?T. to . ruv K ( te,"0.c. 3'k t'Z'conc. r, P. 440 P> 6 001. tA• GGK4 - ---y2" otst t "x V P, r. r,J Q. Futd2. NOTE •et.0 F t.. lrl... 'SUAL.(. Mac11 SX I S T114r. / 010t_$e» oTN51.w1<FF No 1ht. v.) . rLOOrt MUJO SliOFCtOK C12' W (Ciakre u4r; g OArLT1 ; )ctJ (ALV.rt tt.. jdt,r 1.1Art't~2 Av F/0,7.144.4,1 re PKQr. 51-11 e Lr)' c a X 20 y 1 GGAJC . !N/ 'L 5 CO 1..1 1', P. e i tij t% • tUr)1.) 2x2. A. COtLN�Z T : .i L WALL .1t t T► a t1 N .•r. s. L, u rat : r -1.4%. TE'R. P1r1...)rtz3er-E. TO SU3 »111' COMPl.RTE4 F!.►JM *t' f: �t AcKA4 -tS 1 LOCAL. A■- 'biU1 ►•tdx Tr* 2 k te. c.v IC1aN ra vil;- IFY. lociWT11,4 .... Pl C,s • C}1Pr,:r.ae BKv1C.2_ '' pA.N.Iet. MEC< Gerrit (-- .A Q fit"t�' ALL weRtt -co CQr- 1 w/ S. .a3.C. ANO N. C. GCS - CRG 1 A►t.1: LUM01:1e t 1, 2410 P' 1 PQ471 MC•03 t.7MSlGty % PGR IL ' eAs".t . CA.PAC1TY OF 2 590 PS A . %F /1)4 0-rutp. ee.NR. ctt.9. is ttq<oUN - Te(c rO Ar JO• ( 31 - re., NO1 l jt Y THO. b ck -Isar Foca. . t?FCG PtrR. Cann C'rtot.i9. g ;- t e • Pi_1cCS 12 11 I4U •- ' Rt rtsiN OtMf.M/. Nnve Pty1~c�r��tyC .a��K 4 At.r otrrtp.3.4.3, CdNTK T'CR, SNA"I.L. ve8ijY A,•V Ke At.r. D1MeM , oN - rNIL J0 r3 ; A1417 St4ALt, r Y = nlr. Ago-- racy tov-r vAit%At. tOm, FKpr -s 5�k4aVU N7.S`' 'r% t9 AN`- davl(Jl11 e.2 art OMMI`'fiat3 St -4■4,. Cb.t.t.e0 Tim Arra.NT)OM d a 'fl aGNr ' . er1 H CLCARPRINT A. to 3 � e cID 4- - (e 1 2 0 I) Y }{ rim. FL. .EL.A 1 ' 15 t' 5" 6s I g T.O F1Ltrctit L _�_ vat r. ©1.14.. ' 105 ONe_ 1 _t _l<ii� 4 11111111R11111 11 I " 11 11111 1 mini 1 it . Stt wit Ti L- T1L� v2 cARP.ir 24 GUNC. TOPPING 1 V. S. Ftywoo F Sue F L. Q L - 3-1At) 1 1 1 t r --s_ c .- - f- - rf i GA U tK,itVv",2). P Ftm iraFo-mt.a W Od© 3UG FOUN17. FLOOR rIZAMltt4 A - I 0 n • 4ONtitt4T 1$2. 1-c11i ,swtt. rtP6 1 VetJT . iaocde..- OP °d.1.1. ~ L GN . 4 . �. I c; I'D '1.ei�I'♦i_ to l.01 Ikle..e It ' t14400 11r Gk1 trd,�i t`stu4rlort _ A/C :Z t. L t.. , - 1-± -1 21)1U t. O avw cAL.t. g � Ktr1 . Err)2.41..• coNot.)o- „ get.oc; i xls , SW I ci -1.:9, FAr4 1 } 1.1Ar'G. _R ,....,. t aa�r _ a.:.F .. +._.s- r• �-.r , .r�l r . .,_Kt;MOva 81119T Cr.C38 W / la 'Cc n:O flr;i ohrci4 t MVa7tt1 =- xeL •� VCiX14 T� �r cto9 %t vooj fZ@a . 14v1 OAt - 5te0 i 0e. r. PA 14.. r r1H t-t ew el u c • v - rz• --- - -; 'L' HAW r1# r3t�!TIQ1`'i dl rciT t. r� . 4 Ett T ��w 2• ? r te a `t N ". Ke�fs ltiSt. II wt rifQ' -' ,$ $ !?VIY t 1 1 a11rQ��tiv� 0hl'GN 11 v MArctA • 1.11. ..� +RQ N1 ;,4 -- Fgovlvt: OP • MiTe.1; " 79 t tW'lkj" ' PATGti NQT5ii -- 5oorLt r O FNI, PC1TC}>' natc. t4 51 Kt>w. ,; lAt. I.p. t.tt S:r, 'eA atxt. z 4 X 3 PRINTED ON NO. 1000 .TII.11 140 .ti1c V Two•LA're .ti cep. 55 # oc't - I - r $U_._ - .00. C0 6Veta. PN% .AYtS. Of '4 3PUAe.r r at.7 oil (m1N•) (c3`i Oryeu.') ,.- . CoA(». M71::lau�fti: •S'sR4t� G e •r ,v SS -- --- --�- -- MiIL. Ugly 1 ,)cCc' UN GAt.v,,: Ni'rt l.. LA VS•rt TO I`-tArGt -i t' 1 MOO•r1.4 6tvc M AYGH 11 cl: E ..Xti1re. a LocKWALL x o P.T. tut). It Arrcti2 To W tbt.t-. ti 1 /'2 8" - �d t r'' C� 24" 0. G. FJN.(7) 12;4Ur. t t • tO 1-.1ATt +4 .- T11GSM ems -r1Nr„ ---- = • i 1 v tTr trrrrT r - 4'1'04 rV1 IM.2ut. . 1 211 D$4Yv1 ell 1"x S ?T. to . ruv K ( te,"0.c. 3'k t'Z'conc. r, P. 440 P> 6 001. tA• GGK4 - ---y2" otst t "x V P, r. r,J Q. Futd2. NOTE •et.0 F t.. lrl... 'SUAL.(. Mac11 SX I S T114r. / 010t_$e» oTN51.w1<FF No 1ht. v.) . rLOOrt MUJO SliOFCtOK C12' W (Ciakre u4r; g OArLT1 ; )ctJ (ALV.rt tt.. jdt,r 1.1Art't~2 Av F/0,7.144.4,1 re PKQr. 51-11 e Lr)' c a X 20 y 1 GGAJC . !N/ 'L 5 CO 1..1 1', P. e i tij t% • tUr)1.) 2x2. A. COtLN�Z T : .i L WALL .1t t T► a t1 N .•r. s. L, u rat : r -1.4%. TE'R. P1r1...)rtz3er-E. TO SU3 »111' COMPl.RTE4 F!.►JM *t' f: �t AcKA4 -tS 1 LOCAL. A■- 'biU1 ►•tdx Tr* 2 k te. c.v IC1aN ra vil;- IFY. lociWT11,4 .... Pl C,s • C}1Pr,:r.ae BKv1C.2_ '' pA.N.Iet. MEC< Gerrit (-- .A Q fit"t�' ALL weRtt -co CQr- 1 w/ S. .a3.C. ANO N. C. GCS - CRG 1 A►t.1: LUM01:1e t 1, 2410 P' 1 PQ471 MC•03 t.7MSlGty % PGR IL ' eAs".t . CA.PAC1TY OF 2 590 PS A . %F /1)4 0-rutp. ee.NR. ctt.9. is ttq<oUN - Te(c rO Ar JO• ( 31 - re., NO1 l jt Y THO. b ck -Isar Foca. . t?FCG PtrR. Cann C'rtot.i9. g ;- t e • Pi_1cCS 12 11 I4U •- ' Rt rtsiN OtMf.M/. Nnve Pty1~c�r��tyC .a��K 4 At.r otrrtp.3.4.3, CdNTK T'CR, SNA"I.L. ve8ijY A,•V Ke At.r. D1MeM , oN - rNIL J0 r3 ; A1417 St4ALt, r Y = nlr. Ago-- racy tov-r vAit%At. tOm, FKpr -s 5�k4aVU N7.S`' 'r% t9 AN`- davl(Jl11 e.2 art OMMI`'fiat3 St -4■4,. Cb.t.t.e0 Tim Arra.NT)OM d a 'fl aGNr ' . er1 H CLCARPRINT A. to 3 � e cID 4- - (e 1 2 0 I) Y }{ rim. FL. .EL.A 1 ' 15 t' 5" 6s I g T.O F1Ltrctit L _�_ vat r. ©1.14.. ' 105 ONe_ 1 _t _l<ii� 4 11111111R11111 11 I " 11 11111 1 mini 1 it . Stt wit Ti L- T1L� v2 cARP.ir 24 GUNC. TOPPING 1 V. S. Ftywoo F Sue F L. Q L - 3-1At) 1 1 1 t r --s_ c .- - f- - rf i GA U tK,itVv",2). P Ftm iraFo-mt.a W Od© 3UG FOUN17. FLOOR rIZAMltt4 A - I 0 n • 4ONtitt4T 1$2. 1-c11i ,swtt. rtP6 1 VetJT . iaocde..- OP °d.1.1. ~ L GN . 4 . �. I c; I'D '1.ei�I'♦i_ _ A/C :Z t. L t.. , - 1-± -1 21)1U t. O avw cAL.t. g � Ktr1 . Err)2.41..• coNot.)o- „ get.oc; i xls , SW I ci -1.:9, FAr4 1 } 1.1Ar'G. _R ,....,. t aa�r _ a.:.F .. +._.s- r• �-.r , .r�l r . .,_Kt;MOva 81119T Cr.C38 W / la 'Cc n:O flr;i ohrci4 t MVa7tt1 =- xeL •� VCiX14 T� �r cto9 %t vooj fZ@a . 14v1 OAt - 5te0 i 0e. r. PA 14.. r r1H t-t ew el u c • v - rz• --- - -; 'L' HAW r1# r3t�!TIQ1`'i dl rciT t. r� . 4 Ett T ��w 2• ? r te a `t N ". Ke�fs ltiSt. II wt rifQ' -' ,$ $ !?VIY t 1 1 a11rQ��tiv� 0hl'GN 11 v MArctA • 1.11. ..� +RQ N1 ;,4 -- Fgovlvt: OP • MiTe.1; " 79 t tW'lkj" ' PATGti NQT5ii -- 5oorLt r O FNI, PC1TC}>' natc. t4 51 Kt>w. ,; lAt. I.p. t.tt S:r, 'eA atxt. z 4 X 3 PRINTED ON NO. 1000 .TII.11 140 .ti1c V Two•LA're .ti cep. 55 # oc't - I - r $U_._ - .00. C0 6Veta. PN% .AYtS. Of '4 3PUAe.r r at.7 oil (m1N•) (c3`i Oryeu.') ,.- . CoA(». M71::lau�fti: •S'sR4t� G e •r ,v SS -- --- --�- -- MiIL. Ugly 1 ,)cCc' UN GAt.v,,: Ni'rt l.. LA VS•rt TO I`-tArGt -i t' 1 MOO•r1.4 6tvc M AYGH 11 cl: E ..Xti1re. a LocKWALL x o P.T. tut). It Arrcti2 To W tbt.t-. ti 1 /'2 8" - �d t r'' C� 24" 0. G. FJN.(7) 12;4Ur. t t • tO 1-.1ATt +4 .- T11GSM ems -r1Nr„ ---- = • i 1 v tTr trrrrT r - 4'1'04 rV1 IM.2ut. . 1 211 D$4Yv1 ell 1"x S ?T. to . ruv K ( te,"0.c. 3'k t'Z'conc. r, P. 440 P> 6 001. tA• GGK4 - ---y2" otst t "x V P, r. r,J Q. Futd2. NOTE •et.0 F t.. lrl... 'SUAL.(. Mac11 SX I S T114r. / 010t_$e» oTN51.w1<FF No 1ht. v.) . rLOOrt MUJO SliOFCtOK C12' W (Ciakre u4r; g OArLT1 ; )ctJ (ALV.rt tt.. jdt,r 1.1Art't~2 Av F/0,7.144.4,1 re PKQr. 51-11 e Lr)' c a X 20 y 1 GGAJC . !N/ 'L 5 CO 1..1 1', P. e i tij t% • tUr)1.) 2x2. A. COtLN�Z T : .i L WALL .1t t T► a t1 N .•r. s. L, u rat : r -1.4%. TE'R. P1r1...)rtz3er-E. TO SU3 »111' COMPl.RTE4 F!.►JM *t' f: �t AcKA4 -tS 1 LOCAL. A■- 'biU1 ►•tdx Tr* 2 k te. c.v IC1aN ra vil;- IFY. lociWT11,4 .... Pl C,s • C}1Pr,:r.ae BKv1C.2_ '' pA.N.Iet. MEC< Gerrit (-- .A Q fit"t�' ALL weRtt -co CQr- 1 w/ S. .a3.C. ANO N. C. GCS - CRG 1 A►t.1: LUM01:1e t 1, 2410 P' 1 PQ471 MC•03 t.7MSlGty % PGR IL ' eAs".t . CA.PAC1TY OF 2 590 PS A . %F /1)4 0-rutp. ee.NR. ctt.9. is ttq<oUN - Te(c rO Ar JO• ( 31 - re., NO1 l jt Y THO. b ck -Isar Foca. . t?FCG PtrR. Cann C'rtot.i9. g ;- t e • Pi_1cCS 12 11 I4U •- ' Rt rtsiN OtMf.M/. Nnve Pty1~c�r��tyC .a��K 4 At.r otrrtp.3.4.3, CdNTK T'CR, SNA"I.L. ve8ijY A,•V Ke At.r. D1MeM , oN - rNIL J0 r3 ; A1417 St4ALt, r Y = nlr. Ago-- racy tov-r vAit%At. tOm, FKpr -s 5�k4aVU N7.S`' 'r% t9 AN`- davl(Jl11 e.2 art OMMI`'fiat3 St -4■4,. Cb.t.t.e0 Tim Arra.NT)OM d a 'fl aGNr ' . er1 H CLCARPRINT A. to 3 � e cID 4- - (e 1 2 0 I) Y }{ rim. FL. .EL.A 1 ' 15 t' 5" 6s I g T.O F1Ltrctit L _�_ vat r. ©1.14.. ' 105 ONe_ 1 _t _l<ii� 4 11111111R11111 11 I " 11 11111 1 mini 1 it . Stt wit Ti L- T1L� v2 cARP.ir 24 GUNC. TOPPING 1 V. S. Ftywoo F Sue F L. Q L - 3-1At) 1 1 1 t r --s_ c .- - f- - rf i GA U tK,itVv",2). P Ftm iraFo-mt.a W Od© 3UG FOUN17. FLOOR rIZAMltt4 A - I 0 n • 4ONtitt4T 1$2. 1-c11i ,swtt. rtP6 1 VetJT . iaocde..- OP °d.1.1. ~ L GN . 4 . �. I c; I'D '1.ei�I'♦i_