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PLANSrs llv ftSP , c/ M . on rL � �G✓ood f�'�° lL `/, i✓oV, v. This property described as: Lots 9 and 10, Block 2 BELVIDERE PARK, according to the Plat thereof, as recorded in Plat Book 16, Page 71 of the Public Records of Dade County, Florida. NOT %AUU I, flet AND ME UKICI.NAL RADt.D SEAL CD' 11.OKIUA t.!('t`L,F 0 %UR% C\ MI CM) NIA Mt ti � sT / /y: ; . PROPERTY OF: Davis Lamessy, Patricia A., umezenesra A BOUNDARY SURVEY Hereby certify :ha( the surrey repre- sented hereon beets tf•,e rrerwmum techn.caf standards set forth by the board of Land Surveyor~ ,n chapter i1G17 4 Ronda Adrnn+xrs rve Code pursuant to Section 02077. Fla. Stxtsnes. There are no encroachments. coeciaps. eaae eats apps -ins on the Plat. otter than as shown 1015 N.E. 93rd Street, Miami Shores I-,*,NNE:S AND (;Auc1 .�, 1NC . LII.a2(198 tiURVF.YORS- ,s1API'E:KS- LAND I'LASSE:IZS ��fJE:!To E Ef rIN��,A # 299C Urge a ddrns: 359 . alcatar enue. ('ural (:abler, Florida 33134 FIELD DATE /0 /2/ o0 (305) 666 -79U) (954)523466J FLAN r VIEW FLAN VIEW YP. KOOF WIND BRACE NO BRACE REQ. '/ ELEV. L -SHAPE OF HOUSE r , NO WIND BRACE 2 " MIN. EDGE OFFSET TYPICAL ELEV. 2x ROOF BEAM ELEV. CABLE BRACE REG. FOR FRONT WALL WHEN RETURN WALL EXTENDS FURTHER THAN 16' -O ". WIND BRACING DETAILS /4 "0 BOLT THKU ROOF BEAM TO 2x2 WIND BRACE OR 4" 0 LAG FROM WIND BRACE INTO /2 ROOF BEAM 2 "x2" SCREEN CHANNEL AS WIND BRACE w lu In u ^, l- ELEV. 2'x2" WALL TOP PERIMETER 2 "x2 "x. 1 25 ANGLE ON EACH SIDE OF POST w/ (2) / % " THKU -BOLTS 1 x2 SCREEN CHANNEL w/ (2) #10 x 2" S.M.S. ADD 2/nd ANGLE ON FLOOR 2 "x4" POST OK GRATER SUPPORTING A BEAM ROOF BEAM FRAME TO POST ROOF PURLIN �^ 2 "x2" WIND BRACE ii 1 "x2 "x I "x.050 U -CLIP w/ (6) # 10 x %a" TEKS (2) # 10 x 3" S.M.S. THKU. 2" x 2" 2 x 2 INTO 2 x 2 SCREW PERIMETER GROVES OK CAN BE USED I "x 2" x I" x .050 U -CLIP I " x 2" SCREEN CHAN. ATTATCHED FROM POST INTERNALLY WITH (2) #I0x2" S.M.S. 4 # I O x 2" S.M.S. 24" O.C. ALONG PERIMETER. SIDE WALL PERIMETER CONNECTION 2 "x 2" PUKLIN ANGLE OK ���VVV FLAT I 2 "x2 "x.125 ANGLE CLIP WITH (4) # 1 2 x 3 " TEK POST 3/4"0 BOLT FROM 2x2 WIND BRACE TO 2x2 WALL PERIME1EROR. 1/2"0 LAG FROM WIND BRACE INTO / OF 2x2 WALL PERIMETER POST WIND BRACE CONNECTION DETAIL J et GC 62 Q � U > PLAN VIEW ELEV 2 "x3" 505T U- CHANNEL 2" x.050 x BEAM SIZE ATTACHED TO WALL w/ (3) 4 „ x 3 „ TAPCONS OK # 1 4x% TEKS TO METAL SUPPORT s (4) # 12xTEK SCREWS INTO BEAM TAPCONS ORT -BOLT ONE @EACH POST SIDE 4 24" O.C. ALONG V Ix2 SCREEN CHANNEL TYPICAL BASE PLATE & POST CONNECTION SEE MASONRY DETAILS CABLE BRACE REQ. FOK WALLS LONGER THAN 6' -0" 2x2 TOP PERIMETER SNAP CHANNEL ALT. PERIMETER CONNECTION SAME FASTENER CONNECTION AS LEFT EXCEPT SCREWS THKU I x2 TO 2x2 1/2x3 / TAPCONS OK T -BOLT ONE @ EACH POST SIDE 4 24" O.C. ALONG I x2 SCREEN CHANNEL GABLE STYLE SAME AS /2 MANSARD L.D POST SEE TABLE 2x2 SCREEN CHANNEL ALLOWED FOR DOOR JAMBS s PUKLINS I x 2 PERIMETER SNAP MATES w/ 2 [ x 2 PEKIMETEK L ` SNAP ALT. SUPPORT BEAM CARRY - BEAM TO BEAM CONNECTION ADD 2/nd ANGLE ON FLOOR 2 "x4" POST OK GKEATER SUPPORTING A BEAM ALUMINUM SCREEN ROOF & WALL DETAILS MANUFACTUKED TRIANGLE BRACKET 0. 125 PLATE w/ EYE -BOLT OR, TURNBUCKLE FOR TENSIGNINC CABLE. FASTEN PLATE TO 2x2 TOP PERIMETER AND 2x2 CORNER POST w/ (9) #I0 x %' TER. SCREWS. 2x2 CORNER POST I x2 ON EACH SIDE OF 2x2 CORNER POST w/ (5) # 10 x 2 S.M.S. MIN. PERIMETER SCREWS NOT NEEDED PIA'; 2x2 CORNER. POST I it 1 f USE CABLE BRACING AT ALL CORNERS NOT FULLY ATTACHED TO EXI STING STRUCTURE AND ALL WALL PROJECTIONS GREATEK THAN I e FROM EXISTING STRUCTURE, WIND -BRACE EACH DIRECTION WITH STAINLESS STEEL CADLE ATTACHED TO ADJUSTABLE PLATE ASSEMBLY AT TOP OF STRUCTURE, AND APPROVED CONCRETE FASTENERS TO SLAB. IF PAVER DECK USED, AT ?CH STRAP PLATE OK ALT. SADDLE STRAP INTO CONCRETE FOOTER. CABLE WIND BRACE DETAII, PUKUNS TO SIDE WALLS OF SELF - MATING BEAM w/ (2) #10 x 2" S.M.S. EACH 1/2 OF BEAM INTO INTERNAL SCREW GROOVES OR2x2x.I25" ANGLE CLIP w/ (4) # 10 x % TEK SCREWS EACH SIDE OF BEAM PURLIN TO BEAM CONNECTIONS 1 x 2 SCF.fEN CHANNEL w/ / x 2" LAGS OK # 1 x 2" TEKS 24" O.C. MAX. MAJOR CARRY -BEAM TO BE ONE SIZE LARGER 2 x 2 x. 125" ANGLE THAN ALT. SUPPORT CLIP EACH SIDE OF BEAM r BEAM w/ (2) /4 x 2 1/2" & (I) / "x 3 /2 THKU- BOLTS. AN 7" b SMALLER A. % x 2 4 - DKIve PIN / A MINIMUM PENETRATION OF 2 INCHES. 1 / 4 x 31/2." TAPCON w/ A MINIMUM PENETRATION OF 2 INCHES. C. 4 x 34" T -BOLT w/ A MINIMUM PENETRATION OF 2 INCHES. MASONRY FASTENERS 2001 FLORIDA BUILDING CODE SECTION 2002 PLAN FFFECTIVE MARCH 1, 2002 2x2 TOP PERIMETER I x2 TOP PERIMETER /32' STAINLESS STEEL CADLE 7 " x 1 "x /o" STRAP PLATE w/ (2) 4 x 2/ DRIVE PINS ALT. SADDLE STRAP w/ (2) /. x 2 / DRIVE PINS CHAIKR IL AITAC HED TO POST I" x 2" x I" x.050 U -C IP w/ (4) #10 5 /5" TEK SCKEWS PC6T 2x2 PUKLIN 7 CIIAIRRA ( !)'/n "0 THKU -BOLT AFTER ERECTION 4- ' D' (I) as ROD CONTINUOUS G „ CHAIKRAIL ATTACHED TO POST INTERNALLY w/ MIN. OF (2) # 1 0 x 2" S.M.S. INTO SCREW GROOVES L2X2 CHAIRKAIL CONCRETE r SLAB 5 „ (1) #5 ROD CONTINUOUS 2x2 SCREEN CHANNEL FASTENED w/ (2) # I 0 x 2" S.M.S. FROM WITHIN ROOF BEAM OK ] f IL TO POST DETAILS 2x2x3x.125 "w /(2) / THKU -BOLT EACH SIDE MONOUI HIG SLAB w/ FOOTER, 1 - - USE 2x2 PERIMETER SNAP CHAN. I x2 SCREEN CHANNEL FASTENED w/ (2) #I 0 2" S.M.S. FROM WITHIN POST & # 10 x 2" S.M.S. 24" O.C. ALONG PERIMETER OK USE 1 x2 SNAP CHAN. NOTCH ROOF BOX BEAM TC OVERLAP POST FOK THKU -BOLT CONNECTION BEARING WALL PERIMETER CONNECTION BOX BEAM (ANGLE OK FLAT) (5) # 14 x 3 /4 TEK SCREWS EACH SIDE OF BEAM. NOTE: USE (1 0) # 14 x . 17 SCREWS EACH SIDE OF BOX BEAM GREATER THAN 8 IN. (2) .1 25" ALUM. PLATES EACH IALF OF BEAM OK 3 / 6 " ALUM. PLATE EACH HALF OF BEAM STITCH LAP BEAK/15 w/ (2) / "x 4 " BOX BEAM SPLICE PLATE (I) #8 x / S.M.S. @ LAGS OK 24" O.C. TOP d / x POST BOTTOM SIZE THKU -BOLTS NOTE, NO FOOTER REQUIRED ON ROOF AREAS 400 50. FT. OR LESS MASONRY DETAILS I "x3 "x2 /z" ANGLE CLIP w/ (2) #1013/4 TEK SCREWS 2" x 2" x . 125 ANGLE (I)ON EACH SIDE OF BEAM w/ (2) 4 x 2 /z.. THKU -BOLTS 4 ( /4 x 3 /4' TAPCON OK T -BOLT TO MASON KY WALL. USE 4 x 3 /2' LAG FOR STUD WALL SAE, p"r GRADE) 6x6 10/10 WIRE MESH OR NO WIRE MESH WHEN FIBERCRL"TE 15 USED. ROOF/BOX BEAM PER TABLE ANGLED OK FLAT 2'x 2'x.25 ANGLE CLIP w/ (2) 7 #IOx /P" TEN SCREWS EACH LEG POST EXISTING MASONRY OK STUD WALL FOR STUD WALL ADD I x2x. 125 ANGLE UNDER I x2 BETWEEN BEAMS ATTACH TO STUD FRAMING w/ 4 x 24" LAGS 4 # 1 2 x 3/4" TENS 24" 0.0. TO I x2 ALSO ADD ANOTHER 2x2x. 125 ANGLE EACH END TO BOX BEAM BEAM TO MASONRY or STUD WALL 2x2x0x. 1 25" ANGLE (4) #12x/ "TENS TRANSOM PANEL DETAIL POST OR 3 ", 4" OR G" POST STIFFENER @ 2 -0" ABOVE PILE FOOTING GRADE w/ (2) '/e BOLT EACH WAY THRU POST (1) #5 ROD OK BOND ANCHOR 2x2x. 125 ANGLE EACH SIDE OF BEAM w/ (2) 4 x 2 / BOLTS THKU B E A M (I) 3/2" LAG INTO FACIA POST LENGTHS FROM TABLE I. I x2 SCREEN CHANNEL W/ 4 x 3 / " LAG OR, #12x3 /2 " UK, AT 24" O.C. MAX. (TYPICAL) BEAM TO FACIA DETAIL (2) 4"x 2/2" / 2 3" LAG (2) IN EAC _ T HKU- BOLTS r' BRACING ROOF BEAM POST 2 "x2" SCREEN CHAN. MAY 27 2002 (4) #1 TEK EACH BRACING 2 "x2 "x.125 ANGLE (1) ON EACH SIDE OF BEAMw /(2) / THKU -BOLTS a (1) / x I 3/4" THKU -BOLT @ EACH ANGLE SIDE INTO GUTTER SIAM & EXTRUDED or SUPER GU"T"TER DETAIL EXTK v U x2 OK 2x2 FASTENED TO PUKLIN INTERNALLY OK w/ MIN. (2) # I Ox2" OR 3" S.M.S. OR U -CLIP SUPER��� - 1111 - - 111 x2x I x.050 w/ (4) # I Oxs / TEKS. GUTTER PURLIN TO EXTRUDED or SUPER GUTTER DETAIL ( I) I Ox3" S.M.S. USE .1 25 ALUM. @ 24 " O.C. PLATE ON EACH HALF (5) # 1 x BOX BEAM INSIDE TEKS EACH HALF OF BOX BEAM 2 1/2" MIN. C Pp_F TYPE POOTIN,_ EXI' INC:. ANC -LL L. OK PLUMB FACIA ANGLED OK FLAT BOX BEAM 4 x 3" LAGS 24" O.C. 2x2 PUKLIN ANGLED OK FLAT fi 41 ANGLE SHIM I "x5 "x6 "x. 125 ANGLE BRACING CLIP @ EACH BEAM OK SUPER GUTTER BRACKET #142 2'TEC. SCREW 24" O.C. DOUSE GUTTER BEAM DETAIL 2x2 PUKLIN ANGLED OK FLAT 2x4x.125" ANGLE w/ (4) #12x3/ " @ BEAM AND (2) 4 x 2" LAGS TO FACIA EACH HALF OF BEAM 1 222 1 " U -CLIP w/ (4) # 1 Ox 5 /e" TEIU 2x2 ALONG GUTTER 3 /e x I O" LAGS 24" O.C. 'P DOUSE GOITER PURLIN DETAIL MLV IJIVINJ 01 WILLS MM 005 V Josr SHEET No.: ONE of 2 Sheets TABLE 3 SPAN TABLE FOR SCREENED ROOF (FLAT ROOF) BOX BEAMS ( SELF MATING BEAMS ) BEAM SIZE 2x3" SNAP .045 2x4" S.M.B. .045 2x6" S.M.B. .060 2x6" S.M.B. .056 2x7 S.M.B. .065 2x8" S.M.B. .072 2x9" S.M.B. .082 2x10" S.M.B. .092 4'0" O.C. 13' 0" 16' 3" 20' 0" 22' 7" 28' 0" 35' 0" 39' 4" 45' 10" 4'6" O.C. 12' 2" 15' 7" 19' 3" 21' 7" 26' 6" 33' 8" 37' 10" 44' 1" 5'0" O.C. 11' 5" 15' 0" 18' 6" 20' 7" 25' 0" 32' 4" 36' 5" 42' 5" 5'6" O.C. 10' 9" 14' 10" 18' 0" 19' 9" 24' 0" 31' 3" 35' 7" 41' 9" 6'0" O.C. 10' 0" 14' 3" 17' 6" 19' 0" 23' 0" 30' 2" 33' 10" 40' 0" 6'6" O.C. 9' 5" 13' 10" 16' 9" 18' 5" 22' 2" 29' 3" 32' 7" 39' 0" 7'0" O.C. 8' 10" 13' 6" 16' 0" 17' 9" 21' 4" 28' 4" 31' 4" 37' 11" 7'6" O.C. 8' 7" 13' 0" 15' 6" 17' 4" 20' 9" 27' 8" 30' 7" 36' 9" 8'0" O.C. 8' 3" 12' 7" 15' 0" 16' 10" 20' 4" 27' 1" 29' 9" 35' 8" TABLE 4 SPAN TABLE FOR SCREENED ROOF (% MANSARD ROOF & BOX BEAMS ( SELF MATING BEAMS ) GABLE STYLE ) BEAM SIZE 2x3" SNAP .045 2x4" S.M.B. .046 2x5" S.M.B. .060 2x6" S.M.B. .066 2x7" S.M.B. .066 2x8" S.M.B. .072 2x9" S.M.B. .082 2x10" S.M.B. .092 4'0" O.C. 17' 0" 20' 3" 24' 0" 26' 7" 32' 0" 39' 0" 43' 4" 49' 10" 4'6" O.C. 16' 2" 19' 7" 23' 3" 25' 7" 30' 6" 37' 8" 41' 10" 48' 1" 5'0" O.C. 15' 5" 19' 0" 22' 6" 24' 7" 29' 0" 36' 4" 40' 5" 46' 5" 5'6" O.C. 14' 9" 18' 10" 22' 0" 23' 9" 28' 0" 35' 3" 39' 7" 45' 9" 6'0" O.C. 14' 0" 18' 3" 2V 6" 23' 0" 27' 0" 34' 2" 37' 10" 44' 0" 6'6" O.C. 13' 5" IT 10" 20' 9" 22' 5" 26' 2" 33' 3" 36' 7" 43' 0" 7'0" O.C. 12' 10" 17' 6" 20' 0" 21' 9" 25' 4" 32' 4" 35' 4" 41' 11" 7'6" O.C. 12' 7" 17' 0" 19' 6" 21' 4" 24' 9" 31' 8" 34' 7" 40' 9" 8'0" O.C. 12' 3" 16' 7" 19' 0" 20' 10" 24' 4" 31' 1" 33' 9" 39' 8" FOR FULL ;HANSARD ROOF ADD 4 FEET 0 INCHES TO THIS TABLE VALUE TABLE 1 Post lengths and For 120 M.P H. Wind Zone: Spacing for Screen WALLS INCREASE THE SPACING OR 28 PERCENT. THE HEIGHT OF WALLS BY POST SIZE MAX WALL SPACING MAX POST HEIGHT EXP. "B" MAX POST HEIGHT EXP. "C" 2 "x3 "x.045 Snap 7 FT. 0 IN. 8 FT. 0 IN. 7 FT. 5 IN. 6 FT. 10 IN. 6 FT. 1 IN. 6 FT. 7 IN. 2 "x4 "x.046 S.M.B. 6 FT. 0 IN. 6 FT. 0 IN. 7 FT. 0 IN. 8 FT. 0 IN. 11 FT. 6 IN. 10 FT. 6 IN. 9 FT. 6 1N. 9 FT. 0 IN. 9 FT. 4 IN. 8 FT. 7 IN. 7 FT. 10 IN. 7 FT. 41N. 2 "x5 "x.050 S.M.B. 4 FT. 0 IN. 6 FT. 0 IN. 6 FT. 0 IN. 7FT. 0 IN. 8 FT. 0 IN. 15 FT. 9 IN. 14 FT. 2 IN. 12 FT. 10 IN. 11 FT. 10 IN. 11 FT. 3 IN. 12 FT. 11 IN. 11 FT. 7 IN. 10 FT. 6 IN. 9 FT. 8 IN. 9 FT. 3 IN. 2 "x6 "x.060 S.M.B. 4 FT. 0 IN. 6 FT. 0 IN. 6 FT. C IN. 7 FT. 0 IN. 8 FT. 0 IN. 19 FT. 8 IN. 17 FT. 9 IN. 16 FT. 3 IN. 15 FT. 0 IN. 14 FT. 0 IN. 16 FT. 2 IN. 14 FT. 7 IN. 13 FT. 5 IN. 12 FT. 3 IN. 11 FT. 6 IN. 2 "x7 "x.055 S.M.S. 4 FT. 0 IN. 5 FT. 0 IN. 6 FT. 0 IN. 7 FT. 0 IN. 8 FT. 0 IN. 23 FT. 0 IN. 21 FT. 0 IN. 19 FT. 1 IN. 17 FT. 8 IN. 16 FT. 6 IN. 18 FT. 10 IN. 17 FT. 2 IN. 15 FT. 8 IN. 14 FT. 6 IN. 13 FT. 6 IN. 2 "x8 "x.072 S.M.B. 4 FT. 0 IN. 6 FT. 0 IN. 6 FT. 0 IN. 7 FT. 0 IN. 8 FT. 0 IN. 27 FT. 5 IN. 24 FT. 8 IN. 22 FT. 6 IN. 21 FT. 2 IN. 19 FT. 7 IN. 22 FT. 6 IN. 20 FT. 2 IN. 18 FT. 5 IN. 17 FT. 4 IN. 16 FT. 0 IN. 2 "x9 "x.082 S.M.B. 4 FT. 0 IN. 5 FT. 0 IN. 6 FT. 0 IN. 7 FT. 0 IN. 8 FT. 0 IN. 28 FT. 10 IN. 27 FT. 7 IN. 25 FT. 4 IN. 23 FT. 8 IN. 21 FT. 9 IN. 23 FT. 7 IN. 22 FT. 7 IN. 20 FT. 9 IN. 19 FT. 4 IN. 17 FT. 10 IN. 2 "x10 "x.092 S.M.B. 4 FT. 0 IN. 5 FT. 0 IN. 6 FT. 0 IN. 7 FT. 0 IN. 8 FT. 0 IN. 35 FT. 6 IN. 33 FT. 1 IN. 31 FT. 1 IN. 29 FT. 7 IN. 28 FT. 4 IN. 29 FT. 1 IN. 27 FT. 1 IN. 25 FT. 5 IN. 24 FT. 3 IN. 23 FT. 2 IN. TABLE 2 14 OF ALT. ( MAJOR GREATER 2x6" S.M.B. .056 BEAM TO BEAM TO THAN ALT. 2x7" S.M.B. .066 MAJOR BEAM BE ONE SIZE BEAM ) 2x8" S.M.B. .072 2x9" S.M.B. .082 MAJOR BEAM LENGTH 10' 0" 15' 7" 17' 11" 21' 10" 24' 0" 12' 0" 14' 2" 16' 4" 20' 1 " 2V 11" 14' 0" 13' 2" 15' 1 " 18' 7" 20' 4" 16' 0" 12' 3" 14' 2" 17' 5" 19' 0" 18' 0" 11' 7" 13' 4" 16' 5" 17' 11" 20' 0" 11' 0" 12' 8" 15' 7" 17' 0" 22' 0" 10' 6" 12' 1 " 14' 10" 16' 2" 24'0" 10'0" 1V6" 14'3" 15'6" L Project Address: Permit No: Project Description: Occupancy /Use Type: Design Parameters Minimum Soil Bearing Capacity: 2500 First Floor Live Load: Second Floor Live Load: Roof Truss TC Live Load: Wind Loads Code Edition Used: Exposure Catagory: Mean Roof Height: < 30 Ft. Internal Pressure Coefficient: License No.: 16515 SFD, MULTIFAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE TC Dead Load: 2001 FBC Not Dead Load: Dead Load: BC Live Load: OR ASCE 7 -98 B= 10 p.s.f. / 18 p.s.f. C= 10 p.s.f. / 26 p.s.f. ( B or C or Tested ) Building Designed as: Enclosed: Partially Enclosed: Open: ( Greater than 60 ft must use ASCE 7 -98 ) ( If ASCE 7 -98 analytical proceedure is used ) Importance Factor: 0.77 Basic Wind Speed: 140 (3 Second gust) Basic Velocity Pressure: 10 p.s.f. ( Beam ) V.S16N CEI;I ICAIION for GEiIEPINP COPE CONE- ALUMINUM SCREEN ROOF & WALL SPECIFICATIONS 18 p.s.f. ( Walls ) Stair Live Load: Partition Loads: Partition Loads: BC Dead Load: Total Roof Dead Load: 2.0 ( Used to determine uplifts ) Reviewed for Shearwall Requirements? YES NO If No, Reason: SCREEN Impact Protection Required? YES NO 1 If No, Reason: SCREEN Actual positive and negative pressures for each window, door ect, are to be labeled on the plans. Commercial and multi - family flat roofs require uplifts by zone indicated on the plans for decking and finish. 1 certify that I have designed the structure associated with this form to comply with the applicable structural portions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning & Building Departments, Building Division. I also certify that the structural components, systems, and related elements provide adequate resistance to wind loads and forces specified by the current Code provisions. Name: N. Khanal THIS DRAWING rXCUMENT IS THE SOLE PROPERTY OF NAGENDRA KHANAl $ DAVID SUTTON. WRITTEN CONSENT 15 NEEDED TO RE- PRODUCE ALL OR PART OF ITS CONTENTS. © 2002 NAGENDRA RHANAL DAVIT/SUTTON 2001 FLORIDA BUILDING CODE SECTION 2032 PLAN EFFECTIVE MARCH 1, 2002 SPECIFICATIONS 1. SHEET METAL SCREWS SHALL BE PLATED OR STAINLESS 2. ALUMINUM FASTENERS SHALL BE OF ALLOY 2024 -T4 3. BEAM ALLOY SHALL BE 6063 -T6 POST, PURLINS, ANGLES, AND CHANNELS ALLOY SHALL BE 6063 -T5 4. MINIMUN THICKNESS OF THE ALLOYS SHALL BE 0.040 INCHES. 5. CONCRETE TO BE 2500 P.S.I. 6. T- BOLTS, TAPCONS, LAGS, SCREWS, TEKS SHALL BE 24" O.C. 7. ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. INSTALLED TO HOLD 18 1 14 OR 20 1 20 SCREEN INTO EXTRUDED SPLINE GROOVES. 8. STRUCTURES DETAILED AND SPECIFIED IN THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE ( F.B.C. ) FOR 140 M.P.H. WIND ZONE. 3' -O" SUPER GUTTER. m -X - 7' -O TOP i `vi EW 9, FRONT VIEW EXISTING RESIDENCE. - 1' -O" 35' -O" SUPER GUTTER. W ►U m m 1I-0" - T' -O" 1/4" 3 -0" /4 " O dJ `c- GENERAL NOTES: I. CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION SHEET FCR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING TO ATTACHED SPECIFICATION SHEETS AND DETAILS. 4. DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. 5. FLORIDA BUILDING CODE 2001 (ASCE 1-'S) REVISIONS 0 (v u U V DRAWN BY: :II IAN J GI= r. DATE: SCALE: I /L" L..1 m 0 N) 0 0 CJ , JOB No.: D:I SHEET w } -- Lt (J 1 \\ I 1r J O X — O X O . O t j A _ \ \ \ \ H 3' -O" SUPER GUTTER. m -X - 7' -O TOP i `vi EW 9, FRONT VIEW EXISTING RESIDENCE. - 1' -O" 35' -O" SUPER GUTTER. W ►U m m 1I-0" - T' -O" 1/4" 3 -0" /4 " O dJ `c- GENERAL NOTES: I. CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION SHEET FCR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING TO ATTACHED SPECIFICATION SHEETS AND DETAILS. 4. DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. 5. FLORIDA BUILDING CODE 2001 (ASCE 1-'S) REVISIONS 0 (v u U V DRAWN BY: :II IAN J GI= r. DATE: SCALE: I /L" L..1 m 0 N) 0 0 CJ , JOB No.: D:I SHEET w } -- Lt (J 1 ns,. AIR SERVICE, Inc. 1961 NORTHEAST 153rd STREET NORTH MIAMI BEACH, FLORIDA 33162 Attention: Contractor's License Department Miami Shores Village City Hall 10050 N. E. Second Avenue Miami Shores Village, Florida A r s POSTAL it 4664 _........—.d DEC20'11 F LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36 Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Project: Dear Sirs; South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 Fax: (305)994 -8135 R. N Painter's Roofing Co., Inc. 141 Southwest 26 Road Miami, Florida TILE UPLIFT TEST Delpech Residence 01$' l'orthheast 9S Street Miami, Florida Information provided by client: Permit Number: 46785 Date Completion: June 26, 2000 Roofing Contractor: R. N Palmer's Roofing Co., Inc. LG Engineering Services, Inc. Project Number: L000 -1251 (Testing Laboratory Certificate #00- 0224.07) E•N•G•I•N•E-E•R July 19, 2000 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 20 feet above ground surface. The type of tile used for this project was reported to be West Tile Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20 % of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. / oha lad Sonny Sal1_eh, P.E. Project Manager T]LELPLIFT TEST Delpech Residence 1015 Northeast 93 Street Miami, Florida Report of TILE UPLIFT TEST for Delpech Residence 1015 Northeast 93 Street Miami, Florida Project Number: LG00 -1251 Test Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number; LGOO -1251, Page 1 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number : -1251, Page 2 Test Number 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO -1251, Page Test Number 'P est Load (lug 'Pest Status 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO -1251, Page 4 North r U � 117 ,.o Ca tz 1..1 t 3 L` Z1 " to •1 Vt. , - W ,$ O. it (s v. To iv ; 4 6 3RD LG (OM 1 05 yc rob a 6 e} ,s 4 ' k 6 0. • $ i a; 9} I5 60 1S `S 4 kAL sV s to. �� 4 S N 41 Y S .5 4, .c 2 7•191 }S 4z 7- , e G TL U f6 L� Lt c ti 'a3 i3 1 � 1— 61 6 q ). Approximate Test Location LG Engineering Services, Inc. Tile Uplift Test Result -- Project Nutnber: LGOO -1251, Page 5 OAT(' �. tittnnGen;. Rfattirical aaa zt .etn# caxte, yr .';. t `.. +.res Village. The Architeet sae bteilder are th r g M 14 1 ,' , ,°rleds't of all bailchne regulations whether 4, 1 r ` -v.1 tell" indicated herein. All reinforced stitch nY, electrical wiring and reef ftashi.. iv*. 4 •� ' i concealed before inspection FERMI► kt•_ a .:..u.., a,dr44:..a......`r.:wo4. y i �.a- ....,,... .'Y. + - -. wc-t - . .-.. .i..i. o... 4 rroo �rarF...... . < i... , Rr>= , '_';is ,[•: ,lm;.7fyi 'd4ct .$ •: 4.4Nik %. ♦ t.\.cgiF .p..' r, C1 'vckrpa ut * r,cs zi veztpx 4i vv '.wecv Villas-a. The Architect aab4 aT ildat are t, brot* , z s+. 7-kd .`Kt *if .baildint rz anlatians Wbet e). a !Ix i �t , l �rsi All reinfotcad fuel, 6trta44Y P1940.4np; altctiic.41 wirin& and ra h `ktv cout*Eia t bore inertctied 2.3.2 2x.4oe2.9' 6'0) ZsrtLtz(oPr /a /t) 4 =o'(3) 5T4ND4RD OWER//4NG DETA /L 7 /2dN /L3. 2'6'N4X (I) 3 =O'i14X. (e) , 4 =O• $1dX 3T4N04Q0 O!/ER/ZING vent/.. 0 reQ//d%. $C4694-o ro top cheozo. sra 74urr. !/1,Q4 /C4Nt CLIP 2.s ttasta ,,,/ cagNrfr,D »e Ofe4i Irj/¢'0 P 'o'O. C Car o7/./tzr) 4 t 6' Fog 2.4 rc. .S: 6' Fo.n 2.6 T.c. 2.eLLOGL CONNE6re.o m r/L awe W /TIN Vid4Q dto'at •IY O r t.40 ,0FERL/4N6 W /T// Rf77/RN. NaTE.' 77LE ROOF COYER /N6 (8)G,74 vex ROOF corZA'i, A o'M /N.TRGtILT N Qfr' W4NC $Y /rf/ hurro N 9C4(3(3CC rb r0/• GMD?L7 D.C. DWG. B/J4C /NG NOTfl• OM/ r 6.o-tic/No 07.4C.40 as rra4N no .%#1ITNta OM/ r 4'24C /N6 A7.4. a :O10.0% 1 4 Orl411.4/44 /2 Ity° 7f0. 2.3 CANr. (Lp7G /AG JLL *ore 4OOr! NOTE' ILL L e./40. Q /Soo )' /ND. GR. DOi- 4$ F/R OR H'EITERN //fMLOCX OR No. / LSOUTNERN P/N! GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL EARBGRIr 1000 SERIES 20 GAUGE GALVANZED STEEL AS MANUFACTURED BY "ROPE. CORPORATION.' PLATES TO BE E H FAC OF USS JOINTS. CONNECTIONS : SAFE ON WORKING LO AD TR 170 P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCRFLASED35%FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR 1000 OR 2000 SERIES NARJ_ESS PLATES. JOINTS TO BE HELD TOGETHER FIRMLY IN RACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1IIA" it I I GAUGE "SCOTCH" NAIL Ol2 EQUAL. RONEE CORDORATIO 6x01 M. V. 74A MINUS AMC FLORIDA OVER/14Na De 74/Z6 MAX. SET BACK 7'- 0' i UNDER 7'- 0' to 1P-0 TWO /6d Tot NAILS @ TOP (BOTTOM CHORDS TWO 16d TOE NAILS T01 CHORDS ♦HURP /CANE CL /P 0 TOP CHOPO w / 6 8 d NA /L5 •2x SCA$ NA /LED TO GIRDER W /lO /6 d NAILS AS SHOWN ON ELEV. STRINGTII IKaatiff 0111d.trir NIP GIRDER - OUTRIGGER CONNECTIONS FOR ALL NIP ENDS UP TO A MAJI. OF //' -0 UT BACk RONR cc.RPOLuna+ NIP OUTRIGGER- GIRDER CONNECTION OUTRIGGER NIP OUTR/GG N O S: E AS C OMMON OUTR IGGER GyPDER CONNECTION (2 HURR. CLIPS* 4 TOE NA /LS F0 TO v FOR SPANS U P TO 7' -O• 2x6 SCAB ( SEE SCHEDULE ABOvE PLAN A J HIP OUTRIGGER SECTION A —A W okb 2l9 7 #{•. — GIRDER NIP OUTRIGGER - GIRDER �. OUTRIGGER-HIP OUTRIGGER CONNECTIONS 2G SCAB NAILED TO R N CN END /p - 16 d N4 /LS OMIT SCAB ). CAB FOR HIPS w 7' - SET BACX OR LESS HURRICANE CLIP w /6- 8 d NA /LS ON /T FOR OUTRIGGERS 7' -0' SMALLER) G /RDER • /don* • ,421Q Q rc.ar,ri Ciro CPA.. loo C✓oR. ,s 'S'4 p>bR ( rcon 01.i7R /GGGTZ ?NS OYET OUTRIGGER NAILED TO GIRDER :41/4 /6d NA /LS TOP 1 2 /6d NA /LS BOTTOM CHORD. P08 OUTRIGGERS OVER 1' - 0' UP TO 1/' -0° USE 2 HURRICANE CL /PS 4/6- ad NA /LS AS SHOWN COMMON OUTRIGGER- GIRDER C ONNEC Tl ON GENERAL NOTES: L M : wNIAIUM LUMIER was All AS S140". CONNECTION PLATES: oat -Rosa Lemur suns ?D GAUGE GALVANIZED STEEL AS AAANUFACTURED IT 'ROHEL CG UOEAT10N.' PLITESTO BE INSTALLED ON ROTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE VfORKING LOAD P. i L DESIGN: ALIOwARLI WORKING STRESSES NAVE BEEN INCREASED FOS SNORT TIME LOADING CONDIT1014. FAIRICATION: ALL POINTS TO BE hELD TOGETHEE FAULT IN PUCE UNTIL TEETH ARE EMIEDDED IN WOOD. NAILS: NAILS wNEN USED ARE 1W R 11 GAUGE "SCOTCH' NAIL OR EQUAL / • • r a - • 2.4. 7-0'04 2 2 G R1RQ. Ql 0011190E6 L ANCta739 SPACED VD' rracat. 'Myra 223 • DROP END GAEL, I l:f`*2.4 OQ 2 6 m liliiI DROP ENO GABLE GUILT UP �. - L_ r„o-tler -- AU. Dims I, uus9 Q Wt. % %qat 041. 1. 24 )LL9! CA1137A1911 ACIA% FULL %Ass Nooumaur tails Qom wags aced 0C. � r SPLICE DETAIL RIO ref' oa aorrom cpoao 1111 /N.1 SPECIAL END TRUSS ROHL% SYSTEM PCS EMIL Don RONEL CORPORATION 1251 OPA10CL4. RONDA SPECIAL ENOS &TW GTN eCOP QMY MALAY J8 MAX. L LAS ■ALLEY 7R'US$ a =0' y r - /2=0' VT - 8 16=O' VT -/2 20=0' VT -l6 24' d YT- 20 2 8t0' . VT- 24 32=0' VT -28 36-0 yr -32 40=0' VT -36 1 u _— -h 0 1 Ec' YT a LAST VALLEY TRUSS TAMCARD TSUSS Ca GIWFA L TYAKAL_ VALLEY T1]LSS LAYOUT VT- 16 Q ? TYPICAL SECTION TI JOINT C-I tC 2 sccxvF':w' c -■ C-2 .7.5* SUGGESTED BOTTOM cHOPD LUMBER 3'. P -O• 2 + 4 112 cur op CUT 1O14104 *Ea ,•vcA.a. e.3 `' VT - 32 36 GENERALNOTE5 LUMBER :ALL LUMSER TO BE 234 ( UNLESS oTMERIMSE SHOWN) 1200 riNa GRADE DOUGLAS FIR CQ WESTER,/ NCMLOCM OQ No. 2 SOOT HEPJJ DINE . 001UIECTKK1 PLATES os 9oNa MGM I c sumr 0G gist CALMAMQEO 30001 13 MA30rtCTOXE) er -0011a COW/ATKA' RAILS TO GE MULLED OM 80011 FACES 08 TIM AOIMI CONNECTIONS: soft t 0tI11 LOAD 140 PR PLill Ina wOOMAI roam r.REosa *A+13 ursaosoo — SMOMo 1111E LOADING CC CIT000t MU Ott ITr 1 a we -scorer VA CS EXiL AcwSED 3/Y4//%3 ROsa sv sw ma t3ccu: FV uut IN* tourt SET aLSO rca 9 1 24 m R PIT016 RONEL CORPORATION i1338 51OTON Iran CIA-LOW. ROMGA VALLEY TRUSS SERIES TO UV 7 ArritareD ra Q Raa CCD. ! ./w.rHM r No.'068 n.° .. t 31Rerar1r KONOMY all 44 y.f-Cle 47 • APPROVED FOR ItOREL CORP. LEN N• STAY RJMEL BTREM6T11 SYSTEM 8 Z 1014041Y iv/r# 7 c F r /3AcK. 2 0' Qim, z7z 'A' Ca /T•? / E12 _ . _ 2!o" 2!o' ] ./.c) 5fr .4-c4e ■ LA Ydur_ 3 4f = /!a 2 %4 7 = o" JUr2 raGErL 'Q ' %a l ' 94' - /t0• K4 /7/E5 • A 0 N • 0 • 0 OU7 A .s ° ', 5 G ',4i LpAO..� r /'. /'_ ror� Gao.2o D.L, +L,L. =45 7'sf /3orrn■-1 Gvoao DC. >. /o f rorA 66 L/ / Qu 10oo / ' /No, G724oA- O 'oL PiZ cr2 W!s'Sr&zzh/ 147--fLc clk c9Z A/a ? , oUr,/JE7?+ti/ �/NE• GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BARBGRIP" /OOO SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD /40 P, i L DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED.339: FOR SHORT TIME LOADING CONDITIONS FABRICATION: ALL JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1 Sy" : 1I GAUGE "SCOTCH" HAIL OR EQUAL. RONEL CORPORATION 6401 M. V. 74e1 LYEMUR MIAMI. FLORIDA to'i t TRUSS 5YMM ABOUT EXCEPT Ft?Q BorrOM CA'0QYJ SPLICE — (ONE PERM /TTED) +34351 9' -5' 24 CAMBER BOTTOM ci-eoRO /2 g 2300# h 9'- G' 28 =4' LOADING D /AGRAM SCALE: Q'' /'0' +3435# 9 -3 � S9! /CE L /NE 3 =0 "MAX, 4' 9 7 - 28=4 MAX. CL E40 54,v 29=0 OUT TO OUT OF BEAR/v qx HALF ELEVATION OF TRUSS 5C4 LE : / /' 0" L0AD5 TOP CNO.QD • D L. ( L. 45 P.5.E BOTTOM CHORD 4L . /0 I- F TOTAL DE5 /6N L0A4: 55 PS:A' (TRUSS 5RAC /NG 20' O.C. MAX) 9' -5` 7 ,_ 5 # ALL LUMBER: Ao. / SOUTHERN PYNE FORCE 4 /AGRAM SCALE: /'a 500 BEARING Q (8Y OTHERS) g' MA x. SPAN 8' i &AX. SPAN 25 -8' 7' Y MAX. SPAN 22 =G' • GENERAL NOTES LUMBER MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. RON CONNECiIOr PLATES: ARE I *BROW 1000 sows zo GAGE GALVANIZED STEEL AS MANINACTUR(J BY 'RONEL CORPORATION.' PLATES TO BE INSTALLED ON BOTH FACES O( TRUSS +00003. CONNECTIONS: SAFE AMINO LOAD 70 PER PLUG. DESIGN' ALLOWABLE WOMNG STRESSES NAVE BEEN INCREASED 33%e FOR SHORT TIME LOADING CONDITIONS. KAR& ARC 1... 11 GAGE 'SCOTCH" NAIL OR EQUAL RONE! CORPORATION 1 253 WEWGTON STREET OPA.LOCRA. ELORICA RONEL bor4grp SYSTEM STRENGTH ECONOMY QUALITY 4 ro 12 TRUSS SERIES SPAN PRCN 29=-0' 1 4 . /2 APPROVED Nx ROHR CORP. W DENGHED CMN:REo A . S M.S.J. MAW Dare 5/,E'WN 3 -7 -G4 D.C. DRWG. * LOADS ..: CAN&E/3 f • Ar HfOSPAN ,SPS7C9EL /NE I OMLT LF ALTERNATE SPL/cE IS USED). 5 O 9 06C" 9G9O• r 7- 4 9690 m 7 =4' TOP CHORD DL. L.L. 45 PSF BOTTOM CHORD D L /0 PSF TOTAL TRUSS LOAD 55 PSF * ALTERNATE DESIGN DATA TOTAL LOAD /NG 4/ PSF NO ALLOWABLE STRESS' /A/CREASE d 530 0• 1=4' 7800• y ♦625d n � P 6_ 0 2 =8" ALL WEB 4!EA76ER /200 f INDUSTRIAL GRADE DOUGLAS FIR OR WESTERN HEMLOCK OR NO2SOU77/ERN PINE as - o• 4 o it • O m F o 62oo• l9 5 63 0tH t9 e o P a 7 _ t9 T Q a , _1 SI •7Soo LOADING DIAGRAM SCALE C LTERNArE ,SPLICE L /NE 959(• L 7: 4' CONSTRUCTION ✓ P DOUGLAS FIR OR WESTERN HEA.'L Oi K OR NO / SOUTHERN PINE h r 98 6 0 V t • 9580• 7 4' 2:10'oveaR I? /6 NAILS PER M/N 2'. 5' Max. 44 -0 MAX. CLEAR SPAN N w•:N SCALE: I•1-OI' TRUSSES 5P4CE0 20 "0.C. M4X/MUm, 12 2 +3 CONT 0QAC /4/0 (TYR�7 2. 44 =8 OUT TO OUT OF 4sE4R(N;3 f /IALF ELEVATION OF N/P TRUS..5 22 OPT70N4 L SPLICE LINE 2x4 / 15OO f IND GRADE DOUGLAS F/R OR WESTERN HEMLOCK OR N0.. SOUTHERN P / 7: 4• s• FORCE DIAL- R /' SCALE I =1000 FOR CENEQ4L MOTCS SEC DWG. /0288 7L. 4" OPTIONAL TOP CHORD SPL /CE SCeLE: /".1!-." 6E4R1N a (6Y OTHERS)) SPAN RONEL bbrbprip SYSTEM RONEL CORPORATION e 44 =8" —HIP SERIES HIP TRC/SS H/ PIT /'- 4' PI .N4X. SP4N /' 3' 3' 43 0' -2' 3 /• 14 4" TYPE 0,5 1153 MURUNGTON STREET OPA- LOCKA, FLORIDA • 39' 0. STRENGTH ECONOMY QUALITY CHECKER SCUM OAR SHOWN IO - r6�I- l (123 C11FET 7 _ Of_2— 9-0 ..a 64.471f ar /c _ay GIvr ,Oecavr C -.VCVm L ' SOf Garr /*Oro seq. c.- ' rM^LLGf 27.14 01 CY 3/ 4 E.sCEarozle ro ra. ,S eL OCAC Oeaa ASPI,Ars np C6vr/efve LY'P 4 1\ r?L•r9 or• C.3vr'•Ll.r47 0 pllr nata47 'Mf/ 47 RYar R. t 'a It - Ante .411 %VC & alrr , rauLY 414M1.44 '/0091 447 771..:4 aaV7rt11 :s err 70 c elf/'•G+.7 441 • LOCGt /CM GO aLreQA/are fr2.t1e :o! s /s' o' rt7 VIP e' (m• cvrs•cf cv riitin) 4 Awl ' ro• 4Krfh L /Ar47 4• 70 /s-a' ( o ov/r/c47 c✓ erAQ /NO /o - s' (/O Crrsvcr cs Lf(4&f /O 419 44'9' Jar. CA stew - ELEYariDry GF c�U ✓��_�E_�_f_Q_S'4 _ sSie t / MGS: oz. 1 L.L 47.7.10A/ C'VC4-9 ./0 /4L !0I.' Ada dt e7co ) 41 f:rf 15 AVA r✓f/� /7G 7� [. Q Vii_ c'Q USr. tao t'I ACggc4 r. 0'O' `` Te/A rte• � • 1 4 O ? 4 "rev 4'Litl. /Gn,QCANL I"6'dV PO ?'/O' .V i/ 70 of ?' /40.41 FLK'E OF iYEW O,Q r /AJA1 E,?�'EG' P4 r Fl l'F O /s(M n' ow) ?.4 RFtCF szoscopa 4 I -24 /1 YR/ 1. r 6:0' so 9 Ctr riL"FQ I Ccnrr.[l�.a 2":42- A s -' t o- (, or /n ce -voeo) i I , r m ?.n' t r fdraJt 0,0 /-/lit 4.3 , 9 po VIZ /2 is_ Y . / r } : 4xcrt4 E(/C G l�1 /N S7AN0 /kGSYGI:/G+� LP l0 ?'s" r6' .�!:t-(nbr .w'�UL -o) tip f0 3'i "0L FG.pJ //F Ct'tY• +o0 lq SCI t/ FOQ C,BOrEL 777 (TNT //11/E4 U.O t0 !' /D" rY.i[O /4-'. /' .- Morns : "cv ae v i a norlt s4I 446417 141 K. .aovs, r.v/1 7kc1! ;,./17/6.Y ; . D 4747 L4''470 .5R1 ANY 00,40 /NA7i4M O/ C4 7?LfrK4 P 70.4 .41,44/7411,44 O/ 9'0' 414/77L47I'r47 4 fin¢Q4e iu1;f 17rG0. av 1[47/47/44 Oimar'.' sb[ /O uvfl.+f1 9'9• CIV ,• 0071110 44+E9 .991 44U ormc4ec.e.e vor txrt crr'n/ry v D[L LtdIllEg 70 60 /300'1' /n'Q G:r GYXGC. o' w -Srzev UjMLCCA' [?P /I r 4b 41I 42V FYN4 LSd /NI /L .Q/ .,9 LeCiACArf na+ t' snw MOI TIR NO. 40: d f IAN ' 1 475 -/t P. r°' /7 " NN CPM I Ls j . 4( .120 l _ ROUE!. CORPORATION 2.1S wwNGION MKT / OIA.tOOSA. MOODA SIItING04 [CONOMY QUALIFY ./4"c5' T WG ' //Y'T// CIA/Me YIVA 7 vv r 9W: 1'0'C2 fllftr sZrA 7.0 1157(6 , sitn!. o. MAX. SPAN MINIMUM GRADE OF LUMBER �,' B CONSCRUC,TION GRADE DOUGLAS ,FIR OR wssr.ERN 'HEMLOCK OR NO.I SOUTHERN DINE, a -O, ,WESTER STANDARD GRADE DOUGLAS PR OR W 140v0.0CK DR NO.2 SOVTT -TERN PNE. MAX. 5cAN MINI IAJM Gi?AdE T OF LUM3ER 4�. -8. ■500ii" NQ GRADE WESTERN HEMLOCK OR DOUGLAS FIR OR �N N PINE 38'-8' HEM .K OR DOpO�Y LAB FI OR ,NISIA II- , J . 7'-4 T - 4' 5" SPLICE LINE 0 + (OMIT ;Twig SPLICE IF A L.IrE NATF JOIN' Is USED) SPAN 44'-8 NOTE,: CENTER tF c SDL.ICB UNE 7L4." !V'-d• 9'4 6' OVERLAY'. WITH I; NAILS PE 44�' SS CAMBER BOTTOM CHOaO 3 4@ t TR4J53 • SYMMETRICAL ABOUT �NAIl�9 • tEtli /. ALL WEB MEMBERS 1200 "Q" IMO. GRADE WESTERN HEMLOCK CGL NO2 SOUTHERN PINE OR.CONST GRADE DOUGLAS PP, 2.3 BRACING NOT REO'D BELOW 34' -8' 5 , NAILS PER t. 44=0' v -�p10" 5 Tt Co Ha4,00 ♦ +1 40 • 0140 •t- 440090 n •, m ° e X DIAGRAM SCALE: ' r-o• LOAD D.L ALL. T P 'C 45 P.G.F D L. CHORD 10 PS.F TOTAL rIESICAN WAD 35 P.3.F TRU S SPACED 2 -O 0. C. MAX. ALTERNATE DESIGN DATA 47d REX TOTAL LOADING /5% INCREASE IN ALLOWABLE STRESSES. _41.2 PSR TOTAL LO4D/NG WITH NO INCREASE LN ALLOWABLE STRESSES 4. NAILS PER /. 44f. CLEAR SAaN SCALE I •1�• j G" MAX SPAN ALTER NATE JOINT ' W TIJ S P • • SCAL E I'. V. o 2 SPLICE LINE 7 NAILS PER Q, JOINT'Nt 2.4.8EARNG, R. OPUCI LINK MAX; SPAN 44.8' 5'.IO' OVERL WITH 28 NAILS PER MAX. SPAN 42'-8'• 3'. 8" OVERLAY WITH 24 NAILS •ER FORCE DI - GRAM 2 a C d MAX. SPAN 44:11 iltAAlSr ,foCiAN 4' MM. SPAN .37=B" MAX SPAN. 35 =0• MAX. SPAN . 30 =(2' ,- .4NAILS PER E. VAR/E5 -- Q C. REVISED 'IV 9/ /963 -RE1115E0 9/12/1963 REVISED T•9-02 � 1:lL rdt GENERAL NOTES: LQMOEf2,;( MINIMUM GRADE APEL A$'I£11OWN ON ELEVATION. n CONNECTION PLATES: ARE 'RONEL BARBGBIP' 1000 SERIES 20 CAGE GALVANIZED STEEL (UNLESS 0T14ER WISt SHOWN). A5 MANUFACTUOFn BY "DONE/ CCRP" PLATES . T15 BE INSTALLED ON BOTH FACES OF TRUES • CONNECTIONS: SAFE WORKING I,_CAO EQUAL 140• PER PLUG. pE31GNl ALLOWABLE WORKING STRESSES SLAVE BEEN INCREASED 33°1" FOR SHORT T51E LOADING CONDITIONS NAkt TO. EE J=RII;GAGE 'r3COTCH' NAIL OR EQUAL. SPAN 408' AMOR* sae, coOk ALTERNATE JQINT WI SPLIC S ALA' 4,'1 RONEL CORPORATION 1255 I.$UNGTON STREET OPA- LOCXA. PIORWA STRENGTH ECONOMY QUUrtY GIRDER SAlN LEN5TH OF TRUSSES 70 BE CARR /ED l TRUSS S/ROER 2 TRU55 G/RL'ER 3 TRC'55 6 /BOER 4 7776/55 GIRDER 40' -o' 7' /O' /7-6' 27-O 36=6 39'- B' 8'- 0' / 7'- 8' 27'- 4' 37'- 0' 39' - 8' -I' /7 -/0' 27' - 7' 3T -4' 39' -O' 8' -2' /8' -0' 27 -/0" 37' -B' 38' -e' 8' -3' /8'- 2' 28' -0' 38%0' 38' - 8 -4' 1 6' -4' 28' -4' 38 =4' 38' - 8' -5 r8' -6' 28'-7' 38 =8' 3T-a' B' - 6 ' /8' -9' 28' -10' 39'-I• 3Y- - 8' -7 ' /8' - /O' 29• 39' -5' 37 = 8' -8' t9 - -f' 29' - -5' 3940' 36' -Re 8=9' /9 =3' 29' -9' 40 =2' 36'- 4' B'- n' /9 =3 30' -0' 40' -7' 36' -O' 9 - -O' /9 =8' 30'4' 4/' -0' 35'- 8' 9'- t' /,Y-/c' 30'- ES' 4/' 5' 35-4' 9 =2' 2O =/' 30 =H' 41'/O' 35'- gL4' 20 -3' 3)' 3' 42 =3" 34' - 8' 9 =5' 20' - 6' 31'_6' 42'-8' 34' - -4' 9'- 6' 20=8' 20'11' 31' -- r l' 32 = 3 T 43- 2' 43'4' 34' - 9 =8' 33-8' 9' -9' 21=2' 32 -7' 44 =0" 33 -4' g' - -IO' 2/ =5' 32 -11' 44 -5' 33 /0 =0' 2/'3' 33 45'0' 32' /Q -/' 2/ - - /0' 33' 45 - 5' 32-4' /d -3' 22-i' 34' -0' 45'-11' 32-0' /O' -4' 22 -4' 22' - -8' 34' -5' 34=9" 46' - -5' 47=0' 3/ =8' /0=6' 31'-4' /0 =T 22'11' 35' -4:' 4746" 3/ =0' /0 23 354' 430' 30=8' /O - - //' 23=5' 36=0' 44' - 7' 30-4' /Y•0" 23'- -9' 36 - -5' 49=2' 30=0' //=2' 24' - -O' 3640' 49'' -7' ♦702/4• i +702/44 ' 582254 * 58825• ' E 4-702/4' +702/4 4 a. b ,t c N d Iq 2 V c , 41T 8' 8' 3=0' 6' -0' 6' 0' 5 0. 4 4 ace,. 39'- 4' J • LOADING D /A6RAM SCALE: '4 = / -0' FORCE DIAGRAM SCALE: /:5000• RONEL COR,QOrWION 1253 AURJ NG1oN UREA OPAL+GCL.R. NOPf2N RONEL bY.6Rnp SYSTEM STRfNGTN ECONOMY QUALITY 40'- 0') 2'2 TO /2 G /RDER 5 Pncee L rev NR DeSIG.E0 40'-0' 2"e: 12 APPROVED FOR Rah CORP. ✓.A. XuR SHOWN GMrrDIS N0. 1 CHECMee MY. DAR 5-11. O1'ERLAY R, w/ NA/L5 PER R 5PL/CE LINE —r CA/WE GOT CHORD o 12 -5YMM. A8IX'T �. WEB MEMB' /200 /' /NO. GRADE 0006L45 F49 OR WEST HEMLOCK' OR /4.2 50UT1/ERN A'NE 40 Orr ro air OF 8EA R/NG R' HALF ELEVAT/ON OF 6 /RDER SCALE: /'•l -O' 5(2 TABtE ABOVE FOR SPAN OP 6 /ROER 4 TR055E5 70 8E CARRIED GIRDER LOADS: TOP CHORD: L.L. -35.00195.A 15 % REDL/CT /ON • 29, 75 - RS.F. D.L - / O. R7.F. 60T CH D•L. - /0.00 PS. TD AL 49.75 P5.F. TOTAL 0E5/6N LOAD .[(30= 61-4 t! - o 14375 = 954 PL.F. /2 2'z 39' CLEAR SPAN 7 TOP 2 BOTTOM CHORD: CONSTRUCTION J. 4 P WESTERN HEMLOCK OR 00E/G445 FIR OR No. / 500TH. PINE t-- oL NOTE a FOR TWO TRUSS G /BOERS BOLT TRUSSES TOG ETA WITH '2'4S BOLTS 4 =O'4- O.C. 00 WAIL rocr r/'£R W /TN /6 4 N4 /4$ /' -6'4- (lc FOR TR.Q££ / FOUR TRUSS GIRDERS LAS[ BOLTS ONLY GENERAL NOTES LUMBER MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CONN;CTION PLATES ARE AONEL BARBGRIP 1000 SERIES" ZD GAGE GALVANIZED STEEL AS MANUFACTURED BY 'RONEL CORPORATION.' PLATES TD BE MT AI LED ON BOTH FACES 01 TRUSS JOlti1B, CONNECEIONS: SAFE +ORI11NG LOAD 140 PER , WG. OESIGN: ALLOWABLE WORMING STRESSES NAVE /FEN ',NCREASED 33% FOR SHORT 1',Mf LOADING CONOIT,ONS. NAILS AN1 4-.'t !I GAGE 'SCOTCH' NAIL OR EQUAL se /ce L/N ONE OCr1YJM Ch/O20 . 17 -- -5 PE.2M .D l / rr IN 6"/2DG'Q /' 0' MIN 24'3 840CC 4 24 eP• • files •■c. 2 =0" • 4280• 4104 1 4 h 30 =0" CAMDER DOTroM / c//O.20 /; AT CLNTeQ SYMM!TQ /O4L ABOUT 4 IVAC� ezre/4T70N O/= // /P G/& ..k411_2` /'0' 2.3 ac 0CK /t2' /14Lr` CLL 4T /ON , / /P -TpUSS 4/ SCALe Ell 4111111 /2 7 -6" Our ro our OF BCaQ/4t7 Q's /2 7 / 1Y OE L /Nt AA Chi /r 8077 CAI crr2o 5.4 /Ce .S.OPVN ON ELEV47 /0N /P ra/s PL /cue /s 41520 //CPO SO MAX !PAN MAX 544,4( Al 8' 414X SINN 26'0" 4242 5AmN 23 2' 6 4,' LOADS.' .QL e L. L. TQO CNO,BD 45 Q L. BOTTOM C/./02O /ORS,. 7orAC. Des /'NLOAD .50 PS.P Ii'/S'C5 ,5'/34CLD 70" O. C'. AX. a 3•d Cvt244Y 4 4NA /L5 Lee D�• C 4 ma AF✓ ,i'6 I 3'8' . 7= 6 ' 3 -'4' .34" a h e I 4 ! g 1 h f h w ti y SR* /SSCM - ∎� M Ss 8280• b ® •57 1 • P . n 3 o O' • '� 'S e , /04 0 //VG 0/4GQ4 Al (alP G /POC,O) 6 SCA /r . / �0• YAFi(`S f,RJA/ 0 70 d "CY/7 CUT RZP MAN. MO 50.07N_66 76?a t OC4 „ O° 5TMNDA,P0 7PeZss Le7,,O /L X - k 4 {-- y-q- " LOA /NO D/4 G9A4 (/./ // TQUSS' /) Jc4Le ;4 " / ,-/000 67041 4'4" 4"4' /7243' 6/W4'7 4i N07 LS. L UMBZ- CA4DL'S GY/TP /G 'L 4721/L 5 -CC 51/4V 2 Q / DWO /00 76 ac. o.P4lt/ /.YO. J � ppPCc D /AGQ4M (4' /P O /,POeQ) ,s cAL e / X 300 0• f // /O ouT,2/06e TRUSS LAYOUT 5e4L2 / = / • 0 " CYTA /L X -X vAzies RONEL CORPORATION 1757 RURUNQTON STREET OPA -IOCµ PIORICA RONEL SYSTEM STRENGTH ECONOMY OUAl1TY 30'8' 4 TO /2 // /P $t,Q /L: s ' SPAN PITCH 30' 4" 4/2 NO. APPROVED R� /� IIONfi CCOAT. I 1 .! /QA '1 ert N ." ./0683 ATAn aLL4 GO RtS!GHt* y lpWN 5,/3%6 I0075 b k2 a P II C V 6� P -y3 3 ° ?o . � d C, -3190' M 3/90' '' ` f i2 490 ' J � 6 m .� o ' / X20 9 - '-,J4 11 p �dq _ h 9\ d07 /' 9 p o7/ le F h ' • 34 60 R e V 3a- cr . 407/ 407 /' 6 - f MMtTF /CAL ABOUT 'Z l t foe PERM C TTE�0) C4M8t? 80 7t l CUCWO Ar g. ?x 2 BLOC 224 4 o e' 1 /'d" MIN. J'PL /CC L /NG` 3 4'-4! 2x4 .7 4. sot -O cle-4e .f/'AN 30 =T3 OUT re Cc../7 Q^ Bt,CQ /NO U4L fttY4 / /ON OF /WA Tai/ 4 scALe t /2 MAX STAN 38' MAX SPAN 28' - B' MAX S40126 MAX _PAN23'2' 2 4 BL 4.Q /N6' (BSt Crh' PJ' 8-� 2i4 CAMee,2 8077 / CF.O+ 4=6' N.7 5. /e?o' (" /ND GO °O L 45 f /Q OQ NO / 5CY/7NPQN P /NE- - 5PL /CP L /N- GNE PE2rni De 6' 4" 5C21LA /'_/ = 3O' - CL CA.P 5/ 4M /J42 - 4`YCIy4T /ON // /P- Tel/5 2 3 fOPCt 0 /AGDAM(U /P- TEUS5 , c4LE'7= /LLOC 2 5E-AP./.4/6 Ld ( BV °TA/E F- 4' 30=8" 06/7 70 our OP Be /No LO4D5 M4X SPAN 3o- MAX SPAN 2 --L9" 414X SINN 26'0 MAx Y 2ga //" .� /o ' 2' L it k DL 70P C4'CQD 45 PB, P O L 15O77OM C/JOPD /O P. S P 7074,6 DC5 /C4/ LOAD 5' 4' I 3' 4' 4' 4' 4' - 4' -�'4 3''4' LOAO/NGD /4GQ4M /U /P- TP(./S.S •2) 3C4L P '/4' -- / =O' b 5 -gll1_ ti - / /50A P 0. Fs / 2 4 +3906' l +3 906' +2606% 9 y f 30' - d 3 f D /46BAM (/ /O-7,P(/SS ?.) 5C2 L c /e=r000''" L040 /NO 0 /A CPA M (U /P -TQ J55 de 3) SCALE. '4: / =0' LS C 0Q4W /NO G �Nf Q4 L NC 7".L .5 LLMBe R- -' ALL 44/M6t4 TO Be /•300 " ] ' /NLY/S7Q /AL CPA Ot we-STEEN a MLcc - Oe 00 UCLAS F/E OE NO. / 5O J7N P/Nt (:/a 4.55 07NEKW/5e 3NUWN/ (ALL 2x6 LUMgf2. (ONS7E6./C7 /ON J2P DOUCL49 L2 ON YvL`9rc-EN L/tMLoCAC ON N6.+• / 90U7/eRN P/NC.J CONNE /0N PL.4TC5 A2E QONEL BA20F /P ' /00o SFE /E 5 " 20 CAUOP 0.42 YAW/rep 57Z UNL O: <1F. /0, .s / /GN'N) AS MFNJF. BY 'COWPL COPP PLA 73-5 0 B /NS7A1-LEU OA/ BOTN P4Ces GF 7a/5 CONNL-CT /ONs. S4FC Woce /NC LOAD trK L5 /70 "ot' PLUG OES /GN' ALLore.46 C W0.44 /NO 3rE'P55E5 NA ✓e BEWN /NCPEA500 33% FOP SLXoET 7iMt LOAD /NO Co,va /r /ONS. (LLMBP2 ONL /) A/A /L S 70 8P / %x // OAUOP ".5CorCN' NAIL OE EOLGfL 2i4 "4' IX/TQ /CGL C' 0UT2 /G6L -Q G " � 4 ✓�;� WALL F .A7 - 6' O/?' 1 7 4 rvR 7 LYJrw /Gt251 'B; "a• 2 'o' ` RONEL CORPORATION 1250 OURLINOTON STREET OPA- LOCRA. FLORIDA /000 RONEL 6arbprip SYSTEM 16.E STRENGTH ECONOMY QUAL/TY 3O'- 6" 4 TO /2 // /D 5z - 3 &MN 30' 6 PITCH 4./2 TYPL NO. APPROVED �i1+4 No./O683 sTUe a FL_ DESIGNED J B. SCALE DM S/JOWN 3/3// 2 OUTQ/GG f "B' 7'r34'S r =/ - o• /3e 06/7Q /OOfO D" p1. /L 0' 4=e2 o wl J U/P O/TP GC�P 007V /C6CQ A/OTCS / -4LL cvrra/esca LuMec2 roec'300 r /1/CE CP. Wt571`2N UtMLOCK OR DOUGLAS F /POE NO / SQJTNL2N awe 2•0077 CNORAS 0, 00 /CCGES TO K4✓G CONNtC rOP3 c31P42Le ;,EANSM/77 /NO rrt FOLLOW/NO GOAL 14/2 OUra /OCtR /90' 'Y/7Q/OCe,B A' 355. B" 33o. , c" 220' •O' //0. 7 0P C410. Of CXJTQ /COL7e5 TO BE TC� ,V4/ 2O EACU / W/r4' 2 - /Oct NA /L5 BMROCR� SPAN f RQ j oi C�T,7x1 C-Z177 17 - 4' � 17' O• ® LfYi IlEICAMEil TEM 16.8• (64 MOMS' 4 -4' I6 - 0* /4 /Q 3etI' 4.14' 154' /ft 4* 3i-o• - f3 1s' d! IIDEAWM1111E223 15 -0' IKEEMEEIZAMtil Ws' 1G'ia ®ESEi !d 11 -d IrrifIlWria f4 - o' --ir? 13-4 2i IL LUMBER( - NO, F.-SOUTHERN PING 12 +to sue 4: r • 41e = ♦ID8s9 ;. 4. Mc.'F* t g..• R:.' 4: D' •� LOaq /NG DA 3c„., ! 17=4 OUT TO Ofir Of Df4R/NO @! / ELEV4TION OP fa /RL7E�q SCALE? l • 1 -0 SEE TABLE ABOVE FOR SPIN OF G /RDER TRUSSES TO BE CARRIECt TRUSS L EadD /NO rOP CHORD L. L. • 35 RSf. Br. R LDOOTI oN • • F• 75 4S.14 NET TOPC%ICRO LL • 332SRJR TOP CHORD 04 • -' 10 00 PA, 30S TOM CJIORO rat . • TOTAL TRW'SLOBO. - 411D R.S.F ,11132 •/ • 59 TS. sse R[f TRUSS srMMa TRIC.4L deour 9'I FORCE O /4VR .1Cel /• 4v00 DOLT_rRVSSES TOGETHER W/TAT A . 60LTS. AJ . SHOWN ON ELEVATION. GENERAL NOTES: LUMBER: MINIMUM LUMINA GRADES All As SHOWN, C PLATES: ARE °Ra IAUGRIr I /0 0 o SW 1 Df GAU GALVANIZ1D STEIL AS MANUFACTURED ST 'RONa CORPORATION.' NATIO TO BE INSTALLED ON IOTN FACES OF TRUSS JOINTS CONNECTIONS: SAFI WORKING LOAD / 70 F. RE UESZFI: ALLOWMU WORKING STRESSES NATI RE01 — I} ED 3 F%FOR SNORT TUAI LOADING cONDITIONS(WNAfa ONLY) FABRICATION: FOR 1DSO OR FOao SEAM NANLESS MTQ JOINTS TO II HELD TOGETHER NRMLY IN FLAG UNTIL MTN ARI EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1!6 -• 11 GAUGE "7COTCM - " WC& EQUAL ITS RONEL CORPORATION 121I RNNOTON RFRlI OFFtIOPl1 ROROA 17-'4 • G/ROER ECONOMY • O IAIrtr 4.5,1 J M W O a s I 4 0 � 0 .a 0 1 FOR DRY WALL CONST WITHOUT m a p o STRIPPING, CONTRACTOR TO PROVIDE O 0 0 F 2 X 4 CONTINUOUS LATERAL BRACING 0 z 0 u ALONG TOP OF BOTTOM CHORD AT PANEL 0 POINTS, BUT NOT TO EXCEED 10' - 0 - ' 0 0.0. � 3 uh w °x F / ! 6 '17 6RUNINQ 4o•(03L. 0 cid 9 7: • F. / Cr rcb <C I. /3 50 a Me. 93 A' J 17 e s.; 1344.71? • i • P,VIVAI EW Q (4/40) tiI 4- 2 4 1 3.3 • -o pipe P P'rz ; CERTIFICATION: Hereby,Certify t hat the Survey of the property described hereon is true and correct, to the best my knowledge and belief,.as rem* surveyed undscpy direction and4hat there are nreAroa ents ur , 0 show or nOtid. eg• Surveyor No 1 1 5 of Florida • SK ETCH OF SURVEY 0 o • c c• •V4\c1/..N11 0 CD. CD 5 te. • • 7 — ' t<, 5 p. 7e, I 81 a. 2 , LOC AT ION Plee 0 cJ . 3 76o - , Len "1 . d• to Loc. 2_ • 5 E LV IDERE FIRK r DETAI L SCALE:1 } M 1 f;440P.-E5 VI L.(..b..GE: 1.7 COU NJT1' According to the Plat Book C Page 71 of the Public Records of Dade County, Fla. PREPARED BY DONALD W. McINTOSH ASSOCATES, INC. 581 N.E. 91ST. s MIAMI SHORES, FLA. 33138 Doteptc: F B. Z3? 1 7 ON 1855 cs71 evCrci. • ee—rerlee-a-,,er—eyreT-cen, ALL AROVNO I' 6' O 8RICK WALL- or G,8.WARh on ' ION 18 "cnc.fouiid, 2.051 '#2 ties ea. 24"og NOT LQCdTE SAN1TARY,,$Y3TEM AS PO LOCAL: CQOE, ENTRANCE PREFAB. TRUSS SYSTEM. OETA(LS FOR BLDG. BY MNI=TRG. C Liktj Wier .OVERHANG IIN "ff(.� 00 0.$ {'7t ' ;s' a Aii "iv fJ e-7(/, 0 . � ' 4 �_v .d 414>:0,4-:04. 7 di. ,.1 �, �' 7:: ;rive C -/ C P R.$7, pA . / /){ "4 7o,4) by , //4. 42. 1 I,vm 0;: 4.''L' / / '4') e ) 4.4/- .../ : 1?" lrl�T'lc�/. /j ' * '�t��S ,�J¢,� l/ . :, . �,�!�„Ul�,E' ....._ •,r1�YZ,� .�" /c.;' s" ,,rl ` 1rls' T�'c°S/f�l�/,� �'r,!�a� . � �%�:t�J'` /sg,,J `%v7 / , ,, �• 0 :l :N / % o r : . _ 3 r '1/ :1' ' ;,7 f11.C:,e, .:- "o f i$ . , -4 4 . ae.4 447 mss Eu .exif i10 , � t /" ' 1�. u.� U,s ° idgfe pot ' 4.4 :::e 4 f ,t /�l ff / i�/ c . cd; d�`l1 C :�4 / �: �-�' �'' e R �� . " 2y�' 'c�. � _ �,�,;� / / . - �� .�f� x�,� r im :�•4!. e,dZ �eiirf e,d .....04/,'."A & <,v, ✓ x �` � 3 ", e ' 4,P wr.G /47ie2.4•4 :� irer4aare/co r • QATE RgMARKS 11.11111111111111111111111111111Milli 3 D . fi r; tint 2 5 from fo9tinl to tit beam c ng. block's cells fitted • w /cone, OT LL WINDOWS' AND . 00013 80TH ENDS �. ttal,eq. 18 liANOQ()0' 8 "'CQNG ,BLQCJ ElNISH,FLpQI 4 94 :QQEt'QOOVF FURRING` (:Eli rit 4`e EA;J4 "O.G 5 /S SNEOROCK, (gypsum ywoil) FINISH : OR` Off a PLASTER AS REQ, 4 "TH OK_ GQNC SLA9 WK. E1NF 6'x 0"= /lO x #10 va CY. MESH. DADE COUNTY POLLUTION CONTROL 864 N. W. 23rd Street APPLICATION FOR APPROVAL OF INDIVIDUAL SEWAGE FACILITIES (To be completed and submitted with plans) All plans submitted must bear Zoning and ,Plumbing Dept. approvals. Owners Name: i /'T Hug- /".-jif ft ( a Address / S" /r A (6 al /" Telephone : f 4?' - 2 f) ( 7(47_2, 2 J,3) Type of Proposed Building: % J / / 2 / r e 42 If Residence, No. of Bedrooms: ,? Legal Description of Property: Present Zoning: 119.05 -143 O r 9 Wc,J a / 'L.• ?// ?' -7/- -- / oclf --/6 Date of Platting: CI �- M //5 If Divided by Waiver of Plat, Furnish Processing No.: Project Address: /0 /5 ('( 6' e 1%r Lot Area: 0 2. r'Q /0 )4 //7 . Source of Water Supply: e //y- /'f / frY ( Architect )- 5 Q,/ l eo -Y- f/i ?, t k and /or Engineer ,'/)/x/4t /11 '.Z D ill 1111{ 4, ....: 111 if1l$•1fi1# l ' _� If11fllilil II Eli {1"qi RESIDENCE MATE s "CONC.BL MASTER BEDROOM IMEM 11 1111 MI --( kir �. b a cab no HALL # t edick (ini 8REAKEAS SECON4 BATH k.F • \ AUtOjf: UR- SLOPING 0QOR 6AMAGE FTE TUT TUBED ,18 USE R.0': OIMENSION RE$. BY MANUFACTURER SOO AREA SOD AREA 1. 60' f [ i I ■ --- 0 1= M 0 ill .41.K 0 ATE R EMARKS • , , • - ' ; gL.YATION • - i I ■ --- .41.K 0 ATE R EMARKS • , , • - ' ; gL.YATION • - fi nish schedule location floor walls ceiling base . r he�llg f FAMILY ROOM SLATE 8 BRICK B VINYL 4 "` a " CARPET WOOD PANELS - . GYPSUM i/2 SRC , 8F -a DINING ROAM CARPr<t OVER ` GYPSUM l/ "8R ,, PP S CONC. smtt) tKk1f�7 p LIVING ROOM ' ► ,I ), MASTER BDRM. „ „ ; SECOND BDRM. „ ,► „ ), GUESTROOM ,, I; if 0EN ), 0 . . MASTER BATH CERAMIC TILE (3YPSUM80D FOR CER.TIL FIN ,, CERAMIC TILE ,, . . 2 a G. 8447HROON „ ,; LUMINISC. C QUARRY BAST: AL.TEANATE FLOOD • u KITCHEN QUARRY TILE , p SUSP.A000 orCER.YILE . VINYL TILE86ASE BREAKFAST y . r. � UTILITY CER.7ILE GYPSUM ►1 /2 CER:TILE hd.wall o star VESTIBULE WOOD TILE BRICK a - BRICK 8t ( PARQUET) SMTH " W000 . », HALL #i a #2 „ If „ .11 GARAGE SMOOTN.CON. STUCCO 8 ., 9 11 min, 3TUCC0 W000 BOARDS NONE 9 ' »3 COVERED ENT. SLATE (as extetev - tyQ► width tl mar L � rlra3r,QIp SJp 1,l r u ma 1 :3/4 dot. J , doers 1.3/4 - f(usR 11oUowcore` © • y 3' 8` 6'-8' 1.3/4! • „ 18ryrill where needed JALOUSIE VENT $tPei,AR PROOF LOCK a HIND. MOTOR OPERATED GLASS SLIDING DOOR l /2 GYPSUM BOARD CEILING manuf BRICK FIN. typical section A - A ALL AROUND CONC. TIE BEAM / 4 - 1 w /1 #2/ EA.IE BOTTOM —ApD 1 -;/F 3 ,' at 'windows and door openings . A00 2 -¢5 /at QVER 8e- O1 (wS CONC. 6LOCK WALL 4' j4;rl' bv.v. 4/11, �f d/Efi'G'Q „40-. - /,e4 7215 <�. MINE MEM -0./4044 clitithRBRIBIBEIMISBITIOEMIREMER SfitiMSEEFIESEESSEINEi EMBIGNEMBEENEMEIMMEN fal SUM DATE REMARKS _'. NEVAISMEMITIMffili INITIAL :i 7v/ :G: Z J 0?` 5b 10 3 .'21 6o (.4 1 ! fir /J' Ca 1.11) .5 %; .0 .. r_,61 t 046q4 /0 WO; - 44 pi idz* t L.Tray Washer h :l 11".. .._, t 1.1 /2 "VTR J L SANITARY RISER - re? 1 #10 , °['op iii tmiviikle 7Wit W: cG3 ' ,4/ // SH WR. by • pass WATER HEATER COU'NT`Y LOCATION N.E.10th. AVENUE INITIAL • A /C COMPRESS METER ?++ + arweim► wr1arlr.r...114∎11 n�a it i ' 4 kit A RESIOEN R MR. a MRS. : ART GARBARINO IN MIAMI SHORES DA DE COUNTY F'LORfDA °f WO- Mkt- 441S mom C�(yyf.ErA. yv(A .ti AgTy�. MINE OA TS` . REMAR(S 11 _ 1 s ! t INI 5 4. B.y