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PLANSC.c. STDB' PROPERTYOF: Ramkissoon, Carlton, 1151 N.E. 101st Street, Miami Shores Village Certified _To: ,•1 hnd Coraaonwealth Land Ti Rar,tkissoon, Carlton investment Co., its c� /4(. / /ar f"c7 . j . v,D, � / c77 , i / g_ /e C, - 8. ,Br g, 74 _ 7/ Ape i'1 Title Services, Inc., tle Insurance Company, and East Coast .iortclage And successors and /or assigns.. •Ai BOUNDARY SURVEY 1 hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors pursuant to Sect* 027, Fla. Statutes. There are no • o ts. vie lags, easements a af, f)er than as ; show l Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 eXt tG4 4,v1 4f!!, ori•a. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS- LAND PLANNERS i This property described as.;, Lot 11, Block 176, REVISED PLAT OF TRACTS 1751,175B, 175C, 176A, 176B, 176C, 177A, 177B AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 67 of ..the Public Records of Dade County, Florida. FLOOD ZONE: AE FLOOD INFORMATION Community No.: 125098 Panel No.: 93 Suffix: F Date Of F.I.R.M.: i1 -4 -d7 Base Elevation: +8.00 N.G.V.D. Note: Underground encroachments and utilities, if any, not located. — .- 3 4- 6 ;KZ - e/p L_ _ I 0 . ..y• , 4 V I , L _ l o A/176 /€ .5: r 37"/ -"?.; v e s / - • `-4 t 0 / * / - ' /"? J.,. .e 7/4'',---e)A., V/ 04, .,,../'"," ..--- _ • to / fi. - ' ----- , , • ' /k/a": , 1 //51 Al, 6, / / e Aix t,"_) fr7 - 7 -5 " ; -q d MODELS 83, 84A, 87, 93, 94, 97 WOOD FRAME BUILDINGS BLOCK WALL OR CONCRETE ti 2x6 JAMB TO SUPPORTING STRUCTURE AIIACHNENT NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BEI 1 ER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. -2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & -3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & -4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. MA BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY 'BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUP DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. 6 4 1 Clopay Building Products Company REV DATE 3/2 DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 aopoy Corporation NI Rights R.stcv.d. r NOTED DATC. 2/15/95 DRAVN fl' MWW CIECKETI ! Y. ADDED JAMB DWG & CHART TO PAGE 4 ORIZONTAL JAMB PAGE. 4 OF 4 B DESCRIPTION APPROVED AS COMPLYING WITH TIIF SOUTH FLORIDA BUILDING CODE DATE_ BY 0 PRODUCT - CONTROL OiViSiOH BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q5 - 61?63.Oa • PAX DOOR SIZE 16'2"W x 8'0 "H DESCR1PT30/4 DOUBLE CAR HURRICANE PAN DOOR CRAVING NUMBER. 101300 REV. 1 BUILDING TYPE FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? WOOD FRAME 1/2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A) 6 16" YES BLOCK WALL OR CONCRETE 1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR HILT! SDM 8 12" YES BLOCK WALL OR CONCRETE -72 -536 PINS (WITH 1 -1 /2" EMBED) 9 5 10-1/2" 19- YES NO BLOCK WALL OR CONCRETE 3/8" . x 1 -3/4" MIN. EMBED RAWL -STUD EXPANSION ANCHOR 7400 SERIES) BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 5 19" NO MODELS 83, 84A, 87, 93, 94, 97 WOOD FRAME BUILDINGS BLOCK WALL OR CONCRETE ti 2x6 JAMB TO SUPPORTING STRUCTURE AIIACHNENT NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BEI 1 ER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. -2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & -3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & -4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. MA BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY 'BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUP DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. 6 4 1 Clopay Building Products Company REV DATE 3/2 DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 aopoy Corporation NI Rights R.stcv.d. r NOTED DATC. 2/15/95 DRAVN fl' MWW CIECKETI ! Y. ADDED JAMB DWG & CHART TO PAGE 4 ORIZONTAL JAMB PAGE. 4 OF 4 B DESCRIPTION APPROVED AS COMPLYING WITH TIIF SOUTH FLORIDA BUILDING CODE DATE_ BY 0 PRODUCT - CONTROL OiViSiOH BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q5 - 61?63.Oa • PAX DOOR SIZE 16'2"W x 8'0 "H DESCR1PT30/4 DOUBLE CAR HURRICANE PAN DOOR CRAVING NUMBER. 101300 REV. 1 (NO LOAD FROM DOOR) 7 FASTENER TYPE MIN. No. -� O OF FASTENERS PER VERTICAL - _ JAMB 2x6 VERTICAL JAMB f K. 0.C. 1 ,: C MODELS 83, 84A, 87, 93, 94, 97 WOOD FRAME BUILDINGS BLOCK WALL OR CONCRETE ti 2x6 JAMB TO SUPPORTING STRUCTURE AIIACHNENT NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BEI 1 ER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. -2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & -3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & -4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. MA BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY 'BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUP DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. 6 4 1 Clopay Building Products Company REV DATE 3/2 DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 aopoy Corporation NI Rights R.stcv.d. r NOTED DATC. 2/15/95 DRAVN fl' MWW CIECKETI ! Y. ADDED JAMB DWG & CHART TO PAGE 4 ORIZONTAL JAMB PAGE. 4 OF 4 B DESCRIPTION APPROVED AS COMPLYING WITH TIIF SOUTH FLORIDA BUILDING CODE DATE_ BY 0 PRODUCT - CONTROL OiViSiOH BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q5 - 61?63.Oa • PAX DOOR SIZE 16'2"W x 8'0 "H DESCR1PT30/4 DOUBLE CAR HURRICANE PAN DOOR CRAVING NUMBER. 101300 REV. 1 A \ — ►Shav 6 (-go (g) 9613 D€ V f ® 2s4i' - I ovi 694W L-066) P t0.4 g FTXS�"nl tctoOS �$nQpi 9 ne /2 // // / / /// // // / / / / / /_ 7 • Ste' (Li - tS 5 L46 ' ! 5OLU t\i 4e--6V- (0 t s a /Q''� G ( T s r Y e Ne � r 0 • : ti " • '- A Z., 1 \ p t 1 ', r 1 4 161 IS 10l 5� f k SAO at T IL` CIA OA- I-Eo iM c--L !t-1 G►L� J , Qom -,10 � Cs- (c3 2 0 ) c r V c DOOR HEIGHT "L" 6' -6" 70" 7' -0" - 76" 7' -6" 82" 8' -0" 88" MODELS 83, 84A, 87, 93, 94, 97 #14x5/8" SHEET METAL SCREWS 1/4" x3/4" SELF ti O 0 TAPPING SCREWS. .14 GA. END HINGES 18 GA. I1TERMEDIATE HINGE SCALE 2" = 1' SCALE 2" = 1' VIEW "B" VIEW "C" 1" DOOR OVERLAP (EACH SIDE) 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16 "x1 -5/8" LAG SCREWS NOT TO EXCEED 14" O.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV, STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK . CLIPS. TRACK ATTACHED TO EACH CLIP WITH TWO 1/4" x5/8" BOLTS & NUTS, EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. SCALE 2" = 1' JAMB PREPARATION NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE WOOD JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0 HIGH). THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING HIS DRAWINGR THE ON OTHERS. ALL OR AS SHOWN ON PAGE 4 OF ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE 20 GA. GALV. STEEL INTER. STILE Building Products Com • any • aopco Corywodon M Right* Rrw►4 REV %4u /u . z Z 4v.V DATE 31Z7 l4 TRACK CONFIGURATION SCALE 1/2" = 1' 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" 7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HINGE E ON ROLLER SHAFT FOR FASTENED C #14x5/8" T SHEET STILES UNRESTRICTED OPERATION. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. DESIGN ENGINEER 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. MARK W. WESTERFIELD, P.E. END OF ROLLER STEM THREADED FOR FLORIDA REGISTRATION No. 48495 7/16" NUT. CLOPAY BUILDING PRODUCTS COMPANY " NOTED Cl opay 312 WALNUT STREET, SUITE 1600 2 JAMB CONFIGURATION CINCINNATI, OHIO 45202 (513) 381-4800 541T 2/15/95 DY. MWW HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) --\\ DOOR COUNTERBALANCE SYSTEM 12 GA. GALV. STEEL CONTINUOUS 1-5/8" x 2 -3/8" ANGLE. TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK CLIPS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14" 0.C. (7 TOTAL CLIPS FOR DOORS UP TO 7'0" HIGH). (8 TOTAL CLIPS FOR DOORS UP TO 8'0" HIGH). DECKED BY, B DCSCRIP TION ADDEb JAMB bLoG 1 CHART To PAGE ( 4 PAGCI 3 OF 4 APPROVED AS COMPLYING WITH THE • SOUTH FLORIDA BUILDING CODE DAT L_ ��• ,�, 19 BY PRODUCT CONTROL DIV'.SIOiI BUILDNC CODE COMPLIANCE OFFICE ACCEPTF.I:CE NO. CLF,-(24'1 Os) MAX DOOR mt. 16'2 "W x 8'0 "H DESCRIPTION DOUBLE CAR HURRICANE PAN DOOR 500A, MODELS 83 84A 87 93 94 97 2" THICK -- 1 SHIP LAP JOINTS. 2 38 KSI) EXTERIOR SKIN WITH G-60 GA. STEEL (MIN. YIELD STRENGTH: GALVANIZING, BAKED —ON PRIMER AND A BAKED —ON POLYESTER PAINTED TOP S SKIN. APPLIED TO BOTH SIDES ASTM No. A653). TEST DESIGN LOADS: +70 0 +46.6 F. P.S.F. & —78.0 P.S.F. P.S.F. TEST 12 GA. GAt.V. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /( #14x50" SHEET METAL SCREWS. ADJUS ABLE SLIU. E ATTACHED TO TOP BRACKET WITH (2) 1/4" x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO SHEET METAL STILES W /(4)„ 1114x5/8" „ 14x5/8 AND (4) 1/4" x3/4 SELF TAPPING SCREWS. (SEE VIEW "B ") ONE 6" TALL C—CHANNEL PER DOOR SECTION. (SEE VIEW " 0" ) C— CHANNEL ATTACHED AT EACH (1) 1/4" x3/4" SELF TAPPING SCREW. 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) TO SELF TAPPING SCREW TO CCCHANNE�O SCREWS 13 GA GALV STEEL BOTTOM BRACKET. ATTACHED, WITH (2) #14x5/8 SHEET METAL SCREWS. DESIGN ENGINEER ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 SECTION A —A SIDE VIEW CLOPAY BUILDING • PRODUCTS COMPANY ItALD NOTED SCALE 2" = 1' ® C�® 312 WALNUT STREET, SUITE 1600 DATE. 2/15/95 ® CINCINNATI, OHIO 45202 (513) 381 -4800 DRAW" V. MWW Building Products Corn an Qopoy CorportR PR Right. RN.rv.d. REV DATE 1 3 /i7 /RS CI,ECRED IY. DESCRIPTION fi Abb6D IAMB 11w6 4 CHART To PAGE B } 6 " 2 - 1 / 2 " --� 1--- 5/8" (TYP.) VIEW "D" 6" TALL C— CHANNEL 16 GA. GALV. STEEL APPROVED AS COWPIYING SOUTH FLORIDA BUILDING CODE DAT �._ BY �W PRODUCT CONTROL DIVISION 1 BUILDING CODE COMPLIANCE OFFIC5 ACCEPTANCE NO.� � '` . IIAX DOG OE' H 16 x 8'0" FACIE. 20F4 DOUBLE CAR HURRICANE I DESCRIPTION , .. DOOR FEY. DRAVINO MINDER. 101300 ri INSTALLER MODEL RETAIL MODEL DESCRIPTION 93 83 WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES , 94, 97 84A, 87 W00DGRAIN TEXTURE, RAISED PANEL, PAINTED GALV. INTER. STILES MODELS 83, 84A, 87, 93, 94, 97 LOCATION OF OPTIONAL VENTS IGN ENGINE R MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG —L —LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) - --i• -- A INSIDE ELEVATIONS SCALE 1/2" _ . 1 ' NOTE: DOORS UP TO 7' -0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'--0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). • DESIGN LOADS: +46.6 P.S.F. Sc —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG —L —LOC SYSTEM. Clapay Building Products Company INTER. STILE OUTSIDE HANDLE aopgy Coryorvtkn Al Rtghta R'.w,,d. REV 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG— L--LOC SYSTEM (TOP, BOTTOM & CENTER). VIEW "C" VIEW "B" DATE 3 /27/15 LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARGING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON THIS PAGE). LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON LOCK BAR LOCKING OF DOOR. OF R. CONFORMS TO SFBC 3603,2 CLUPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 END STILE LOCK BAR GUIDE stAtz. NOTED waD 2/15/95 IRAVH ,r. MWW CSECXED lYl AAD JAMB DWG d ctiAgr To PAGF 4 INTER. STILE — OUTSIDE KEYED HANDLE PACs 1 OF 4 DESCRIPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE. SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■(o 19 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0g • MAX DOOR S1ZEi 16'2 "W x 8'0 "H DCSCRIPT1ON DOUBLE CAR HURRICANE PAN DOOR B DRAY WO Nv:~sE>a 101300 R i s/s NE N 1 _��_ i I i Il'I ''' ^ _ii u N N Al l rtiMatali III I ill I go II r iI H r I t ► 44 - v V 1 � M 1 M ' .. M� �� M ► I I P P I i 04 ill wis =-,-- -_-7,--_-. =- H--___------_-=-:-_–_--.=---_- . -I- _-_,_--.=- —IN– A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH — 16' --2" MODELS 83, 84A, 87, 93, 94, 97 LOCATION OF OPTIONAL VENTS IGN ENGINE R MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG —L —LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) - --i• -- A INSIDE ELEVATIONS SCALE 1/2" _ . 1 ' NOTE: DOORS UP TO 7' -0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'--0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). • DESIGN LOADS: +46.6 P.S.F. Sc —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG —L —LOC SYSTEM. Clapay Building Products Company INTER. STILE OUTSIDE HANDLE aopgy Coryorvtkn Al Rtghta R'.w,,d. REV 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG— L--LOC SYSTEM (TOP, BOTTOM & CENTER). VIEW "C" VIEW "B" DATE 3 /27/15 LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARGING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON THIS PAGE). LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON LOCK BAR LOCKING OF DOOR. OF R. CONFORMS TO SFBC 3603,2 CLUPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 END STILE LOCK BAR GUIDE stAtz. NOTED waD 2/15/95 IRAVH ,r. MWW CSECXED lYl AAD JAMB DWG d ctiAgr To PAGF 4 INTER. STILE — OUTSIDE KEYED HANDLE PACs 1 OF 4 DESCRIPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE. SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■(o 19 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0g • MAX DOOR S1ZEi 16'2 "W x 8'0 "H DCSCRIPT1ON DOUBLE CAR HURRICANE PAN DOOR B DRAY WO Nv:~sE>a 101300 R i s/s This property described as: Lot 11, Block i76, REVISED PLAT OF TRACTS 175A, i75B, 175C, i76A, I76B, 176C, 177A, I77B AND .78A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 67 of .the PuL Records of Dade County, Florida. FLOOD ZONE: AL FLOOD INFORIIATiON t No. : 125098 Panel No.: 93 Suffix: r Date Of Base Elevation: +8.00 N.G.V.D. Note: Underground encroachments and utilities, if an not locaced. A / • i• ",/ v e■///; " / A ' 41 (. • --"'" " • 1 / 4 Not valid, unless embossed with Surveyor's Seal. / 7' /-- f / r 74 ..-- PROPERTY OF: Ramkissoon, Carlton, 1151 A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors pursuant to Section.AZ2.027, Fla. Statutes. There are no ev:troachrents, overlaps, easements appe t e■P e Plat, other than as show Fla. Reg. Land Surveyor No L .f• 12" tT / z a , - 6 7 ' v :, ' i t . ----- -- - -- - - ,- • • N / : Inc., TiL114.2 Ca on and Last Co; :;cy.:1.6a.je nu Cc., ::;cusscrs assicins. — — --> / -/;;/ 7 2- ---' ' /"'"'/';'"';/ • •-- 44/ N.E. 10ist Stree::, / or 0 0 w 7 0 z cri 0 w co Niami Shores Viiiac Florida. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DATE SCALE DRAWN .13Y VV DRG NO 1 /// 191-5950 3/ r,d_T NOTE: DO NOT ATTACH TO A 70.AILE11, OR MODILE. HOME:. ue6 4lA CONSTRUCTION c ER 1 ( EXIST. SUPPORT AA . ,,d I Im ICS PANEL Ty 0 HI 1 1.3 1,7 TABLE S - CLEAR SPAN LENGTH L IN BENDING)' UN1rQRM LOAD w DSF POUNDS PLR •. FT m0' 11 11 m' ZESm • 60 11 1 • 30 123 2'I 104 1 1'3' O Ir d 11 0 1 1'5' 9S lag' 1308 1430 [ICI 2250 2660 5158 c M aE j ZEN &- try WSULATED. PANEL. CO !tRUC I•' 0..12WALLS. RATA 1 POOP! S IMON H.OISKIW, r. lta. Confu/lin e»911) [r •, ;.4 .6 4124 eel - OPEN --- or4 5 10E VIEvV 53. .OT 2S m.CTO 0 SC® .250 J 4 SPACE 1 Sr1 53.1. Rs Al :RCN Sol 1,2,2*.* S.A0.0.Y BEAM SEE TABLE 2 FLATS 4•51 cl C!.OGI•TG) COLUMN SSE TADLE 4 ADHESIVE 6004010 INTERFACES 54.4 1 , • 4 85MS9rY t7iTHusIDLR6c 7 ea 1 SECTION J StGTICN K COAT STVb•aR -.. ASPtAA.T 1 SECTION G bDoLTS VP T 6FT SPAN MO 11 401111•411 ( 4)V I THRLBOLTS 4 Z -(G.1 AJ,APIJ 4 402.5 00. EQ1.. AL L4g3•. _ I *1` 1Eax Tub SE .TIC P �T1GNAL N H ETC SOLATEO POOTIN Cal LY 'My TES:! DCA„Z CoLU 3 .6 SEC-710K' H 5�GY1oFtil CARE. 5■ ABLE i EASCt E Th■s print* .S wSdonly wha■ seal or Engineer or - RwG�a errd 40 • sstlever rj9ry Nre• 1 '12" 4.5• aL 4.2.. ,6 COLJMN SL.E TADLE ,1GINEERS CERTIFICAT•OU (To tht best o nv1 ar,Av d y2. 55p14rs a s ■fIco11 ton0.yw OP.Icobe mlg gpy m •u q cod 202 4101004 !S:I. .L 2.42 c: - 6eot-T 1 COL L1MU (POST) T' SEE TADLE e tot i RAIL ` - 10 1 'TT14'114 } 1 FCLOTIS4'a 5E C - no- R SLAB { P001:N4 DETAIL SEE GRHE1LA4 NOTE T _ • '1 v'J. it r ef t• - •,, ';7L�I,Ar{ ADOCO 0' 'p' 'o rA5,Si e17/jo aOCAr AOA DA REVISIONS SCCTICN t .._ 2. 3' AN CAA Tw1NT` f cxTRU$1 . 1 3LGYP. bU S E E G E N . wits 4 12 TEKS ?: SEALANT • . 5E N ADD 2"• LAYER .'9o• W IDS 2 (1S'AIALL ONLY) 4.4•I "40"4 7, COMPACTED SOIL •5 AatN'4 2 :OUT. 4' • R P CC P.1‘a.s. 4 CF :RP U(PY -Ti 11_21 FFSC _ . $PL41 2. ArPApVMQ A6LNC'f10, 40. JP APP RPM. rF0c SOFA 1 40 THESE t4D1ALCTS MtLY THE ELAuo.f.m NTS 0 Tµ1 SOUTH FLA DUILDI142 C00E, 1566 LOA TION • 0 'D - !' '.4' 9 I AT LDS 3 a' D CARPORT[ /PATIOS PODUCi, APPROVAL NUMM zo• 502 ■ �GY FT a e1 24.5 29. N " <boor Sack lrs3 !Q> E 5 L e Fo l�'R501L OVE4buRDEN MAY DE REDQCED iR OE?rit 1 2. FOOTINGS MAY DE 5 2ED PER CONCRETE VOWMe FROM TA,e4.1 S PROVIOt2 FCCTPA3NT SIDES ARE 45.ID M1N1ML.y4i AS S12ED A SKETCHES DELNA. CORNER. FOOR J45 MAY At RINGED 6Y 40 :4 W G TAaLE G - COLUMN SCHEDULE BUILDING TYPE 89.- 0301.1 (38)1Q • - SCRS MASI CAR.' ea RT 1 12' 2.' .3 13' 4 II 2 9 - iTl ISOLATED CONCRETE FOOTING TYP25A,B,C,D ' COLVM1V 9 PACIIJG 5121E CT.O43 - ALLOY ) SC ALAN 0.00.1 SA-o' ANAL LAi�A.4. S�LF MAT 4 , e • �7F 1 � - • I■ FA3TEN`•s•, 7F 0 is454? 2.2 +.(13 1ZbT ! MOGUL AR R00 M (ENcL051p) 'wAU. PANELS an LOAD 5EAUU1 GENERAL AMES :- L PANELS SHALL DE rA11R3CATED ►1'!311 PAAIEL ►RODLKTs. 1. SCREEN - SCREEN Ct0TH OPENINGS TO CO PC*C WT 0► 50.066 AfLLA, 3. ESTRUSIONS 70 bE ALUMINUM ALLOY 4041 -TG U.O. AI . 4. FASTENERS 10 86 2024.14 ALLOY NON StAGN 4t6 STAmt.E5$ !TEES on CAOMIVM PLATLD OR OES L WIS COP-0.0510N 115TA17T. 44E S. 1 CPS COR1CFCAAI T4 I PLASTIC) USE0 !4 MOOULJ.R Es1CL0SE01 WIC 0:HG5 SHALL 55 SEPARATED 15.00.01 THE !WILDING INTERIOR by A 3 MINVT* THERMAL DAAA.215. OF AP1POVL0 •L0•C44 6YPS WALLDOAAD OM1 554.311. G. FLOOR 5LA6 CONCRETE STRENGTH 70 51 t' 2.300 FS! AT 25 03.11. 7. C55.1(.11.1.76. M45T CURE AT LEAST 5 PULL DAYS KF0A4 WSTKLJ44 EXPAUS o .. 5. PRE SU\nPTI`.'E SOIL BE6 .o444 CAPACITY IS 2000 PIP, .. DESIGN SAUTE RA: 3. WINO V ELOCJTY TLES6L'RSi-25 PY '1A T1 11 I. ROOF LlvE LOAD {. L : etJCLOStO SLOPE TD 1ST IN 1 2 -30.F5r w'ALL PANFLS.. .A. T�..1T OVER Ih 04 12 - 20.PSF 0.00E 0.4 4tL5....- 1.25141AM SPAAI SO4 2 06FLIC110Nt L•400- I•LORRAR ,- L50 /0v/.A)t*A4 4001; L /184- CAAPOR24ct s .4 51.04 STADILJTY... 150 • - , 'NALLA LASO . 4.001FFIC eNTS,OR S14 PE PLC St P L A tlk ATIO M•DU r ELITE PANEL PRODUCTS, INC. 26 CURCI DRIVE PEM1/SOK 19413004 b ! 9'T 2. r o t THRJ' 5:475 1 l 2 I{ 1 l' • c !11`-6 -` .3-- _41 �E _ - --I- 7,rA8G CR SvrTE0. r,tnt,D�N4 LE VA21E5 ROOF PLA tot. 0. ,. A•ANCI, .ALUM, KICKS /OPf' �-' R�M w /Ia2Tor.AT1ACNae ='�' ELEVATON L - - --t-- - - - -a r 2 .0 k BLA.1 II -' _ti�- - 1 � 5EL TADic 10L - - 11 Able G L - STAN L1N4TH ,t 'd ---j--6-. ---j--6-. t �st�ADLE 2 F F 2 AR RN 1 51 r a'. E s EC - . . M 1ot• Al I I L. 7 I , Q ' M.AY r 1 I 1 - - 1 K'4LL P :LC 4E4 • H �.'EE SEC TI ON �� ELEVATION NOTE. @ NER. 4 Y C4L�'4 LW 4 IONS SG R[sU IRED POP ENO LD`EO 1.000415. , 041 005. �� .451.4,11.0 Ai SLE !AISLE 5 PtN 4L. - _ - - - - - •• + ARIA SHALL DE 111 1 0PLNA 6LE• ELE.V,.T;ON NOTE:- ALTER.NATNE CONSTRyCTI0N METHOD TO PROVIDE I5 - !niNUT: T1-1ERMAL BARR - ;NSTALL ti•C4TP5UM 0CA1D AT Jth 51TE TO METAL FURRING CHANNELS 5PA.1E0 FA 511A.1 FUR1 '•.'/ 1•o1 Rll'ETS ANO GYP 50 A.yDRYSSALL SCREWS 9 1 .. /. 2• t 2' 1 4 2 t' 402 (.02 1' EXTRUSIONS 24 A R 5.4 ATL0 41'4 A00 C rL N MU AT EDGES P OF ' WINDOW DOOR PAAiEL6 �- -- - 'PANEL NAV1's A44 ARE A '4 1 151 ,3'PAN EL„ scT FiSC^ THAN FLOOR AREA. 46 LESS THAN 1 4. i Ta i 0.523;0.61.■11X04 MO ROCLi2 5;DEVIEW 4 SS 3.15 2. 0'90 T2 3.050 T N CAR PCRT /03.1!0 + ,095 3.2 LASS 04 SFI LAN T G LLAT SE. OT I0N A S cCY CN NOTE'• - W140owS70 BE PRODUCT APP5ovE0 CLEA Co rr.. PL T f 9. YL !YILSJ26� 119 20 1 :AL s 142 i .FIN. sE { - - -' 5CR - c1N ROOM 510E VIEW 1x3 V1'4E nw A5D 12 1.02. A HCN COL1N`AJ 1441 .4>53' .001 PANEL 1.11.E 4 4014 HO ;'••S o 1P SEC, CN C Ct -u n TALE SECTION V4 F L•OLT. S A!..11 45 SEC.: I/ ¢ t THRU . /1Y5...%wAS14E1.. SEE ROOF PLAN FOR SPAOI00.4 S EALANT 1E.w5 ,1;r •(c L242• a rr \ R 00f PANEL- . .0 PH. 44 C"1 5 E.CTION D r ' 4 ttt9zT5 r I � SEALANT HEADER. SEE NOTES 1 12 A 1. HEADER CHANNEL,.0VL'MIN. S1C1EU11041 R 52LLAr0L - 100. 9 PANELS. 2. HEADER ANGLES, 2.2.1 TOP TDorroM, FOR AND Oy12. P AN El 5. ANCHORS A5 $HOA'N IN SECTION E SEE TADL _3 4 11•147SAS .911'4 ■ 5 PER "ANEL T 6 SECTION E 4.4SoLT. SAME LS SEC C CI t L EA CEA., :2 5E,A2:1. V4S%..1.1 31-S ArrnOvFD AS ClMrt,Yll1 2 W1111 11355 SOIJ 111 FLORIDA @Jl1DING COPE DATE J� // , 1903 PR UC1 CON 11101. OIVIEI0N BUILDING C205 rOMflJAIICE ()EE ACCEPTANCE N0 yr:7-aI', S'(jl) SY ' S 1 DEL a JJ NOTE S.-;: - �- I 2. 3 -E4S P: Li 1 zal EA 0 (3 PLY) H!' ( 4. Pi.Y) ?.At�1 L:< F YPE. r t I. P ANELS ARE SAUDWIG}465 N W1,ji�,H L 3004 "431.4 R'UTURA 6 J0 A0N6Sty' : F 2 4 A N 5T5 3 ALUM�M,'E4 A LLOY 530!2. .{1 4' y.I3, 5 .1. M3N. AL. sOQ K34 :0 f YST 72104E ECSj OEk157; 4 0 0 1' Z.4. PCI 1 ,,,, ,,,, ,,,, 0,!000. BACK •Ng.. tNt C.JA HAtodCA7 -5 :: 3. T A B•JL N'3. U ESS ,5YAw1 Ler/ 0F. FEAS'1 L3NEf. AR L4M3TE0 6T (3..51744 S4?•{4 510 S 114.5!4 Fo • 4,43.045 AR$ <E z ooS Vb iAlz rLU P 3.0 LpAG SPaOSRT64T EJ..'vY LI4ESARDL:LL ITB DYLNr<LaAO bErL€G1` ' 3 WM 4. ,$NON 11 4 C0o$l04REO A LNE 5 :.CAD. S1 LOCAEF5,, 4 fO06i C rcx ke . se y r EN AT NEAM 1.5115. 15 RE0Jr54 D 0.DQ,Y2.6274444A'ALL8 E i TO T .04csa 't! M PANELS 51,15 sN;6 Po csD u P4 Ht rA>,et:; ,xToa StDG.au LY. g C T A aL L �z��A SPAU CE,H �,: : h BE AM 512E (404!- T6.ALL0Y' Iy4T U:o1d.) 1 .' 11.3.11111E1 ‘1114/3513f4331 . .-..*711411M 9111[]11 ailiV F+711 j � �iEF111i!�J �UiAlc+:1N ��E � s - . 5, 4 u LREN ASIit T -•K£ ? V , VALUES OA SASEO 0•4 L!K Lc.AD LL• esp. 9.M ^�. r 3.81473 ROOF 5433. 504T• !PAC N4 CL)b01...T SPASMS 4 2 0 244 .A6TAOGLPt3 1.'.15 !24131115 " 6 O - T5' 4 -4 s ; 7I R ■ r o 4'1 ■'.STALL ■N' 2 EX ST 4'140(111 31. BEM. C 2) , N 5T AL_ ■•12 SOVN(5Lo0 0.4.AADNADL0.os4 CARRY SEAM SPAN LE 6 TABLE 5 - ISOLATED FOOTING 5C1 83 - 0301, t (88) 4•5.+ 0 R5:, e) 1TAR 50P13 -3t 301741 TAMP 4075, f;6rAV`S 00. .6) .I 0213.744,43.444 Q0 5570, 5513.3.12!,3..6 WS, N ",V tts ID A• .; Sur5wAl01 :'o) .• DRIVE NAILS l •/5 513.166 AED , Not valid unless embossed with Sur.e),or's Seal. PROPERTY OF: Raiakissoori, Carlton, 1151 N.E. 101st Street, Niami Stores ViilaSe A BOUNDARY SLIMY I hereby certify that the surrey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Sur%e)ors pursuant to SectioR.A1?'. Fla. Statutes. There are no e c roach nts, Qs erlaps, easements appealing n fhe Vat, .other than as shot.0e DRWG. NO 191. -5950 F orida. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 Certifiers .lo: .' 1 And Coruitonwealtn Land T Rahkissoon, Carlton investment Co., its M Title Services, Inc., itle insurance Company, and East Coast .•iortyacye And successors and /or assigns.. c . / E /,�: - � 74 This property described asA Lot 11, Block 176, EVISED PLAT OF TRACTS 175A, 175B, 1750, 176A, 176B, 176C, 177A, 177B AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 67 of _the Public Records of Dade County, Florida. FLOOD ZONE: AE FLOOD 1 NFORNATION Community No.: 125098 Panel No.: 93 Suffix: F Date Of F.i. ;Z. i.: 11 - 87 Base Elevation: +8.00 N.G.V.D. Note: Underground encroachments and utilities, if any, not located. ?' ' ' / ... f ' * 7di. V e/ /de/clect CA t,-;‘ 31,/ tr i_ 1 {OZ + 02 2A ' 42 S. A• IOt hilt E IQt 1 i re. • • 14'•9' 1308 1688 1962 2250 2880 3198 0.33 .41 .06 tit .80 11. 13 15. A 15% oil 19.5 22. LBS 1944 218 ZGIG 3000 COUCRE' E CY CF 0.44 .45 .66 ,SG 1.07 12. 15 18. 21k 4 4 0 !. 11. :1 1♦ • 1.0 1.20 2' . ; 98 1.13 2 0,5 3I: w _. MA∎ST�R PL A1J' • • SCRLENROOM CARPORT PATIO MODULAR ROO IN PAAI L CO $IRUC� TIO'r S R i'L WAuUL 5 E. R -� To R 32 4 f RZC *•I •. 51MON N. D15K1N, p. �. Pa.t►WIN4 � No. s E ngineer a o f t J APPROVING PkatNtY•ST!\MP or APP%.OY . • 31: ei . M Typ: 20 30 40 20 # Az 1 3 0 10, 12'0 t I ' 1 .7 N I +r :tlw L,1141?ED TO KIRA 3110011.11183 k G1tOUP >'I' oCcuPAMCIM 100P t _ 'AND WALLS PANELS OP CARPORTS, CANOPY, UTILITY SHEDS (8713C 1303,81 X VP >p • 12 -FT. SPARS Facing td G. Core I (3 PLY 1= SPAR r_• REVISIONS THE. fROO'XTS MEET THE P.EquIllfINAE.J.ITS of THE SOUTH FI.A.e.utLD?NG CODE, 08a EDITION • UNIFORM LOAD w , PSP POUNDS PLR 30 40 20 30 40 • j . . ir- 01411 iltY IS 0 _1101 ► , • ,.f. -Lt4 • - -Y 2 0 2 t.gtoP rtutAEA5t SPAN wt 10 TABLE 3 �[]C Ash z V)ci__” `Hardboard Core 4PLY t DOLT SPACING 0ackln9 IMSEO ON LIVE. LCAP L1.330.95re. IN• BN0IN Fr 30 X 180 10 G 9 3 110 b 9 11'3' I0'3' 11'8'' 10'2 2.0 • 4 ANEL• TYPES ...� i . PANELS ARE SANOtAIICS -4ES IN WHI LAMIAIATg S (PLIES) ARE 13UN0'cD WITN STRUCTURAL GRADe..ApHESIVE. 2. FACINGS: .02. 3 " ALUMINUM ALLOY 3105 -H154: Ng 18. KS1. A MItt. at_so 3c03 -1A14 CORE ; �O�YS�[ YnEN1:(�PS. ) DESI"TY�: -R00F Z.o rcF j WLL, 1.5PCF. BACI:ING • /8 THICK NAROISO)AD . FJ 3. TABULl�R VALUES :.5 A�Ny Lt r OF HEAVY LINES ARE. LtM1TE0 BY EAc:NG coMPRES- SION 5TRES5 Pa a G•KSI SPANS ARE 0A'Et7 01j LIVE LOAD PLUS DEAD Lo�ID TOl&L. 59AN5 RIGHTOF HEAVY I ARE LIMITED 8Y LIVE LOAD DEt�I.ECTtO)J. 4. 5,404 Is CoN5 %P RED A LNE LAAD. SEE LOCAL. BLDG COO FOP, VALUES• D. WHEN A THERMAL, bARR1ER ISREQUtR .D, ADP t1'6YPSUM WALLBOARD To TYPES O'4 NI PANELS* SUI,STYTUTE LINES Q54.5 PO N vs0 tN PE'H2'PANEL. 1NTEKtoR GtbG c* L . �SSAM SPAU ENGTH t31EAM SIZ o --t6 Mt.LoY u.o.w.) 1 =t + 302 3x2 40 4xt_ Got =5(sA ?Csa . >t j/ . 11110/!�%5i'�Yill OM NI , ?� 9!! •� U • ' ► l*Bli4IMMTAI td RIM Mil VOA sawn insma 40 AN U • OLT PACING UP TO I 1- 2 i ok 5 AGGEitto 188 0/4 S. • • 6E140 - -TO o ' 8 4 [4 ",:a 1 ' 0 I 1 INSTALL. INTO EXIST. NGR.iiT= II~ �T (2) IN ST ALL INTO SOUND LoAO- BEARING B 06: ANCHONS: (4 STAR. EXPANStON eOt.T T 'ANN • 023 S' x 4 (b) JORDAN EXPANStoN t OL'f, exPAND No. SS-5, ' "x2" sPACSp Aa S4Owt-1•OR (.c) YA" DRIVE NAIL. (a 120% TI '' S.GGE D SCHEDULE B 8 218 10' 2l, It, 321 14' 315 tG 42& 16' 480 20 533 c ir 6 TABLE 6 -- CO SG1.E1tN,Moo GARP012TS PA I0S 9EsIGU CRI :• t. ROOF LIVE t_au t:: • . SLOPE TO In 1U 12 3 0.Ii5F OVER IA. u.1 -20PSF 2.PEFLFICTION: LAO-MOM-Ask ROOF: L/ 80- CARPORT. Act: OA WALL% L /I80 PRODUCE APPROVAL NUMK 15OLAYED FOOTIt'1C� CARRY 8>3lCtvt• SPAN t.6 TH to Fr - ' CONCRET = £ CY CF x 055 1 t_ PT • COWCRI~TE CY CF 1 �-�a...,....,........ 5 �' } 3 X 3' 2A " 3+x 3j 3' x3 zo , /G'ix C C ° ,-' J ISOLATED CoNCR .TE FOOTrNG . Y YPL A • 4 840 4 8 IgT 26.5 2 9. UMi'J $Ci - {EDU 0 -- e' -0 IOW- I-- 11-1•d1 MODULAR ROOM E CLOSE ► WAl:br P NE•S 3 1 • 12.. FT _ Ot4CR ;TE GY CP 5 /30 1.44 39, G396 I .G0 43. NO1E5: 1• 4 FOOTINGS w/n "sou. o11E4.8u0.G6N Mt�`1 i - e RitSU IN OI: Ctt 8E 2. FOOTINGS MAY Be 512 ER ED P,,g)NCRel'E VOLUMe PROM YAsbt.6 5, PROVIVED FoOTPRtNY SIDES ARB leytoeNttNM tMU' 0?,., AS SIZED B SKETGHS bF -LO'W. COtZNE0. FC�OT114 ? 1A PE. skeDIJIED b 40°o 3'6' C OLVt SPACIAJ SIB �' 1, BUILOING TYPE ( GbG3 -T5 ALLOY s.. L 2 S.M. SELF MA'CING or"s 1:, • 1 2 S FASTEN w c / *1OSMS$�` 2.01 --- .. . .... 2x2x. it.5 ' X3 x.115 3x9x .125 TARE LOAO 0EAgsw G GE ERA1. •� ES :- 1. PANELS 5N U. BE. FABRICATED vi eon. PANEL PP.00Utrs: SCREEN -O EN CTN OPE1JINGS TO OE Go Peacet4 - T OP GA.0SS A.R.E.A. 3. EXTRUS1oKIS Td at Aq4UMlNUM ALLOY 606 -TG U .0. 14 . 4. FAS`TENEMS TO e 2024 ALLDY NON•MAGNeliG STAINLESS• ST1ric' . (V ► oa CADMIUM PL D, OR OTERWISE. C R A1STAIJT. 5. THE EPs CORE (FOAM PLASY1C USED 1k1 MODULAR (a)JCLOSED)BUiLOINGS SHALL bE SI:PARATe.D FROM M E ILDING INTE.R10R. by A 15 MINUTE THE.RMALbP G FUeROF APPROVE.DV•lNCH 6YoSUM WALLI'S0AIL0 OR a iAL. G FLOOR L A 4 N R STRENGTH 'f0. 0E 2500 PSI AT 20 DAY 9. 7. CotiC? 're. MUST CURB AT I.rr1■$T ' SFVLL DAYS kFoRi. INSTALUN4 E N (S XPAPSro 8. PRE'St3TAPTIVE SOIL BEARNG I CAPACtT 15 2000 PSr. 3.W1NO VEL,OW7YPRESSURE-25PSr T- fTALL 4.COEFi^IC{ENTS, OR. SHAPE FACT.• St - E t. a WALL PANELS... �.• . R.40F pANEIS.... - 1.261 MAN 5PAW LSO . � 1.50 f o 13Lo4 STAD1LITY•. • 1.30 ELITE PANEL PRODUCTS ONG. 126 CURCI OR1VE PEMBROKE 'ARK FL.13009 0 0 102 ,e- - p_N • i 1 NOTE : DO NOT ATTACH TO A C YRAILeP. OR M081L Rome . r Lisa 4 i WALL CONSTRUCTION • El ENEADe.R Ii I! ,TOP or: FIN. GR.` 1• f b _ BUIL•DIP16_ L_EA161'11_v ROOF PLAN 20L _2 •1 for o 51.t►a A UM• KICK t (p T` �~ RA w/l x2 TOT' A r-r 1rwf�E GA �R2Y e.r,AM __- CO L.. 5EL TtiBE L 5rAN LENGTH Sf E 'fl�t'iLL 5E> t~c_toNL EL tVATI011 marl: N'etkC GALtut. TloNS ohy REptu1 Ike FOIL C 1.05e 0 R.0CaMS• z CI x2. - cax5' ik.00F PANEL R! N .064 - *Tot do j ot 2. +toe On. • `2x2 L 2x3 [LE.VATION GI 14 • ISOLATED F'T'E 514. TABLE. 5 COI.. fit "6 Hp EL NOTE:- ALTE.RNATlVE CONSTRUCTION METHOD TO PROVIDO;15 MINUTE. BARRtER:- INSTALL 'k' GYPSUM g.oARD Al Joe SITE. To MEYAt. FuRRING CHANNELS SPACED 10 0/6. FA5TF.1\1 FURRING W yIG POP RIVETS • AND GYP A'D %A/DRYWALL SCREW "i S a'° /c 40? ‘ 02. - ...��,..- , _.a.-.. ••• A T N Rt)' MT 5 T 1.rA�;G IA ok ei; TTE - --,- it SEC ICti M Y. r EXIST. 5UP PORT , .lXTRUSIONS A 207. SLE TAOi_eG 2 • 125 } .0 62 2 r 4x2 cx2T x 2.030 3.030 4 S " f 1, ADD C aR 11 MULL. AT EDoi1:3 o1: WINDOW SPOOR P»i LG „ P� EL x 4 F t - witT e 1 15CLM6D tT4 C A R PO RT' /P &T 10 T .093 t �• c LEA oli-PtEGE)_ T (2) FAL 5EA T NT Gt_EAT SECTION A 421 Ttl »DL.TS &R B Fey. SCREEN ROOM NOTE. t - .:. WINDOWS TO 8E PRODUCT APPROVED NoTkt-wiNoows1 HAVE J%}4 AREANUTLESS THAN Yb FLOOR AREA. No LESS WAN 1 /1. cf THE REQu(REO WtNeow AREA SNAIL, 9E f oPENAI3L1r . A O tau LAP. Room 2 ' x3 3x2 - 3" FASCI d PANED, e, 4: TeK5 .224 T �f3 1'Dre -KIN Rms. AT EAck ..$010T 202 oR 3x2 ADD _ lot ' Mot W f {EN Co uxiv.) APACUN4 5'CY S>rCTION 6_ o P k-N _- SIDE v t .W 1 .41/4 . 1 MAN SLA,> oN GRADE SIDE. VIEW I,4WT MIN. tw tW 1 -. 5 I¼ .070 .010 .125 . tf • 7x3 • S IoE V!cw t.4 .125, .160, .250 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE :lam/. / / � 19 BY PR s UCT CONTROL DIVISION BUILDING COD►: CO PLIANCE OFF 0. /¢, z P , _R OOF �pAN E�T CORE sac C 12_L S e G'o � SPACI. 1 30. Dat• • I= i�o ti1' K C.o L A0.RY BEAM i•� SEE. TABLE 2 PLME. 4X3)4 ♦ ' X (Go4■-7G � - 1 T COLUMN Ste. TABLE G ADHESIVE UNDE.D 1NT1~RFAGE.5 St35Mi2" • 5M36Y2" 4i ut4DEQbort e SECTION_ J SECTION K l4 TRU-DOLS wJ 1 X/8 WASHER. Ep,„ LOOF P�M4 FOR SPAGWIG • 14M \tti TEK t;" 5 fi A j\i.2,c 2x' /e' *1oPi-1.HD S.4t5 . 1c COLUMN T1C6L b SECT ION Ca p /4 4 0 aoLT. SAME AS SEC. C ROOF PANEL • d$ Tn4A LTs . i rT T r -Tr _ &ECYIOM G_ s• S I+. CT ION 0 ¶7r 0 , Kit 1 - 2 • • c 2W8-1G oc 114 STAR AMPIN 402.5 0P% EgVA1. L44 x.05G SECTION • P OPTIONAL ANC t•1¢R 7_..`TA { VSOLAT€V POOTIMG ONE - ..- .- ,._ -. ,.__ _ g . • 24'130-T5 4)lTURueoLig 8S 4'B0LTSuP 6 PTSPAN SEALANT • HEADER. SEE 1 4 0 1 E . $ l i t s 1. NEADIyRR CNANNtl,.0(4. E.y(TRUSIOu 011 BRE.l►.KF0RM, rOR.3 PAN.LS. 2.11EAPER ANGLI 3 y8 TOP f 80TYoM, FOR 44 AND OYkR P A I4 EL!s • AN C I{o st S AS SINN IN SECTION f 5Ere. T 5LE 3 • 12. -24 TriKS @ II` -. 4 p�1ZpAN�I. , T 415 ECT ION E '4 SAME as 5CC. C • 1 • CARRY atm '`fie Y • • 4)y NSW &CO'S ' cow ye NGINEIR (014 To the best of axi know 1441 ga Theplans and specifications comply withapplitable. 1.1„:17 Tamb ilf5 print iS V01 410111 9 wheel doves 6igno 4 101 Dt L EXIST. TIE i5EAm 1 02. RAIL F la SO0TING PANEL 2 COMT• • 4 Roo F PANEL. yt 6 60 .024 '4 KtVE.T ECTION • 12 TEXsel.: Apt) 2. LAYER x30" Wipt.(5EARIUG WALL ONLY) PAN ill. 1.1k TAOLE 2. VALVe NT TA ESLe 5 exTRusiON kg o A • r im IL, Luarral TABLE (-CLEAR SPAN 1.:ENGTH • 4 1.414 4tA e.4f } • eatJNOATiON - 0 w14 *5 •1t47 i I A Hof • v4 1.1we` 5,4 714H 1EINIING El 4 i r' • • /60 40 i4/144 t M�vN MME., 4N :ENNA °QUNf4 4cAl. t N:w ANTS NA t • .. -.F l & 4 $ r. e ,)1 PfEQ r .ROONDLNG CU-AX S111510 5I{Al_L BE Gt:1JUNOEt.` OR CUPINEL I>~D r►) ME COMMON GROUND OF THE IOli3E VIA A GROUND BLOCK ANO ttto CU (•J11WE. on *10 1:u TO 5/8 "o It 0' GROUND ROD. GENERAL, NOTES, ALL W011 1 81-TALL COtlFORti rU 111E REO+J11=Et OF SOUTH FLORIDA BIJILDINt3 CODE. ALL O1PIENS1'Jti8 AND COt1DI PIONS SMALL BE VERIFIED IN THE FIELD 9 "Y ME I,() tP(Crop tEIOPE PRl)c1 EDDNC3 WLt11 Wilt. FIGURE DIMENSIONS rAk.E PRECEDENCE OVER SCALE Ar ALL fU'tE3. ALL f3 rrfu(J rurtAL STEEL SHALL EE (A3 1111 DE3It3NArtoris A -.!6 At1I) to DE FABRICATED AND ERECTED IN ACCORDANCE vim AI3C SPECIFICATIONS. ALL S r RlJC I IJR(L 3 r EL 10 HAVE ONE Si4UP COAT C►F It !S r 1NHIRITIVF PAINr. PROPER ELECTRICAL GPO JNU1Nt3 `HALL BE PROVIDED BY ME' INS TALLfN0 CONTRACTOR 10 MEE r APPLICABLE CUt!E.9. DESIGN CRITERIA @ASISi Su(1 ri1 FL[?rzu A 4,ILD111C1. CQQE 13€18 Wind l_oadinat 120 mph - 3FOC Sec. 2306.11a) t'lintffl!utl Vahi.:ity F•reaa!tre at a height of 113ft t . 31.4 Shapo PaCl_ort 1.'1 - ; t: 2591,3 (DI) LLG AL 11, tLK 116, N 'AFel1 tk' _,EG•rION 2.1kliV. • 0 (A/0) -Q-r- e )._ J s--, r`e- �nu -`-\ L � ' 7 1 pxl;r. 15 ri 1 14-6 1bl " - -- - _- LccCA i 1c'N i L �a _ __ io. c v 'i' It I H M 'th t " N I II 15 • Zo•c) 1 fi IQ . o' ',nag ■■• ;1,.•■•■■■•1■0•1 4. - 4 TOP Ikr HAV Y1).' Ix4 1 .044 4 eAt • a. -", ------------------- t - „7 ';`■' . . „ +T�' ^sve^f��•ia _ A 'C