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401 NE 95 St (2),14VAC MS16 14 R t u IRIS Y € s,, ,. t4 • 7 S : ae e�: Do, o te5 scn o r-.s a A PA R g, . FI RaRai'ca analo sca( - I i #_Te:2 o /7tobr C e i I► A csc Oft — � X r;QC St-0 eP1 r1 ..�_� S m o I� � G �s r1�t P� 1 C Sei ti FS 'A a C"� t{ "prefo. m c s kto _rT4 \Cov l 2r c Roo (� S+ \►s '''Tears -#4,relW oUQr6.6gr t2x$ S;dct�«ll r I6' N iele d wr 4#-o eea. or ISr rIDOr X . C *ilia m6� t∎t( 2S°C rCt.k. cnc tr -, 0 2' Poor Ic r Sr.o e & ptt4T �UL1S� a nd X10 t N r s `1 a c7 .5%.5 C Cr C.ar,ct Ca. 30,7 6 8 '63cI'-I %-'X,1 Eck cor \ s 13 , O seF R( 2 se .2 1'0+41 al'c-A COrc) rr,oC : N R0036 230061+ let-4 30 m Fy 0 )., a Si G i^ N! -� �PQ� 2 3 i PN`► K+-� �l�c�fi'r� 1, �- rilciX ne 1200 AA t -9 Iinez %g" St,Aeriae, w;4. °' L;tt,: 4L,' e.. ptAene la0U0 t% _ \e4 R.Sc. "t 2.0.0 1 .4v t es.t6►v t ulRP YES 00 CT SMQK�' 0�"�e�."1'�� x Ek ri rno Ke . (')ar" etoA ?c ee koor,..d Ro;riFioor� ;1 ;0g Assew,l,l X t.: 1.. sfiopP� nt 1 ., x 3ry o`e- COn1ttOy a. 1 6 73 ft - 0;h ; > k g' S C / c je t34t toorr. 6K8 s�ota� "I Bed roorrN .mCaa :41'e640 .m' ua ^ J..• ,ui_�.1. - +aumu.�rstm YSm.au • 1:, ' ur " .1:L. . . . Y_:.5.u,4. 40.1. 0 t 4 6.4.604.4104040601 _._ 12.c s ;cte' 20ocP/A r ' n C Set or. H XJ>t4 ,FrOr Oo* fbrc" ' 1C4 moat Dinoir, room I47(g �idec>1gll,. ; 6SC PM 1 . 8 X $ Side wall Gall 4S0 cFM Fqm (1 Roa eckikr a. N e Yotlf• S ¢ I3.0 Se _ Co r, c) P y l o c , = H 4 O tf a c,o zo8 j,2,.4 1 S S' Max I; <,, ,c. S1_N rmoc = N %VSt14 lokOelect;0 Recd 208'2'0 4:30 AlAxPkat _ e v a p e o; l r" oci. = C. Q F c 0, i N 2.4 Ca 60, Zoo QTUti t9So C. FM -. "?3 ►� Ge;lis Side Wall 8 841)de3. w; oee* c algdecL °11m3 Re' 1..►r.C.s )T CwGG +r04 ;tom c,.,; 40a4 L;✓.G � ar PV e. s t l ^ w o P'" p e... :ALL Tker,rv, te.'F i . "' Iv sc,i iole bet lax r f•.c ' boctoci RL. 1',. l nsc,lciliem _ CictrilSkores Q Chup�t Horn ltOt N� "'s'AT Mkt 01r Skte„ ( � 33 13 ,30S- ► \S,L 1.24.N. s Cate. -1 1 x Name /Contractor Installation Address y 01 N C 9-S-17 FPL Job No. M�aW1 S�,ore.r t?4 '>`irrt Cl,� - c Ho City rc,} F(,, Lot Block Subdivision Prepared By Telephone ( ) 6 2 S c J ' Winter Outside db �t °F Inside db 70 °F Winter .Design Temperature Difference Design Heating Load Requirements (Total Heat Loss for Entire House) 60,000 50,000 40,000 z E— m 30,000 20,000 10,000 / -PRODUCTS FPL3WA1TW1SE- LOAD CALCULATIONS FOR PROGRAM RESIDENTIAL AIR CONDITIONING 1`Q' BASED ON ACCA MANUAL J 6TH EDITION CSR ( � r6ovIcl Co ,,. Desigrf Conditions 0 Summer Outside db U °F Inside db 75 °F ° F Summer Design Temperature Difference 1 S °F Grains S I Daily Range L-- Heating Summary 40° 47° 50° 60° 65° 1NDOOR (3tuh Cooling Summary Total Sensible Gain , SS -I l S Btuh Total Latent Gain + 4 32 g Btuh (Calculation Procedure D) Total = Sens. + Lat. _ S1,7 4 - 1 ,,5 Btuh BALANCE PO NT CALCULATION Y 11511115111: IIIIIIIIIIIIIMINEMIN FOR HEAT PUMP Oil& 111111111111111111111111111111 1111111111111111011111 ONSIONIUMMUMUMIN AIIMMMOMMI III:11111111U 1111111111111111111 111111111411111111 I ... ON MIMMIIINIMMIIM Mu m a IS T OMMUNIM I NIMMI TIONNMEMIIMUMMOMMINITIONIM moo 111111111111111110111 mInglian miNUMMIN IMMENIMMinfm NT Ill al 111•11111 1111111111111111111 1 11111111111111 la 11111111 1111 III 11111111111111 1111111111i11111111 111111111111 111111 um milmemom a sammessmon Nminftimm minemm.mmirm ms ling 77° 20° 30° Calculation Procedure B • Summer Infiltration Calculation Procedures A, B, C, D Calculation Procedure D • Equipment Sizing Calculation Latent Load for Appliances & People = 230X . Latent Infiltration, Load from Calculation Procedure C • • People Latent; E.ui.ment Sizin. Load TABLE 1 Calculation Procedure A • Summer infiltration for the Entire House 1. Air Changes Per Hour (.30 -New Construction or .50-Replacement) - 2. Volume of.Conditioned Space ' • _ = AC/H _t =loor Area X C ©fling Height t (12' 7,--C )Sq. Ft. X ( )Ft. 1 0 :5(.O 3. Total Infiltration = . - O AC/HR X _ Id .2 O O - C Cu. Ft. X 0.0167 = . � - 7 FI 1. Design Temperature Difference = Summer Design - Room Temperature = I 2, Total infiltration from Calculation Procedure A 3. Sensible Gain = 1.1 X I S .E X g S 8 s cFr CFM� � I L t•02, S Btu Calculation Procedure C • Latent infiltration Gain For The Entire House 1. Grains of Moisture Difference from Table 1 2. Total infiltration from Calculation Procedure A gr 3. Total Latent infiltration Load = 0.68 X - I grX CFM = 2g LI g Btui go Btu + 4 Btu 4 2 B Belle Glade Cape Kennedy Daytona Beach Fort Lauderdale Fort Myers Fort Pierce Jacksonville akeland Miami Miami Beach Ocala Orlando St. Augustine Sanford Sarasota West Palm Beach DA R. L M M M M M �.___� AREA SQUARE FEET COOLING MULTIPLIER (CIRCLE) • DOUBLE GLASS COOLIN BTUH GAIN) •J '. r LL I ;∎ • ,(✓ i �i t !,__ ‘L.(r)\.4G v, 6.v., lass Poors, Infiltration 0.50 CFMIFCFM/FT • ?0• C T R , . 33.1 ` - <�. 39,7 , -: F � � r . =` 52,9 T' tfl v� /ood Frarne- Single GIus ; T R Wood Frame -Double Glass N 1 S" . 30 22 22.5 .26.9 ` : ,, r31k4, 35.9 20 14 13 Me!, i Frame - Single Glass 17 16 ` t 5 O N e & NW 34,5 41.3 :'48;2'' 55.1 65 45 Metal Frame-Double Glass 50 29 24 24.0 28.8 33,6 38.4 I60 85 0 • Other 90 64 57 70 44 36 , 47 39 13 S; r-- Glass Doors, Inliltralion 1.0 CFM/FT 75 51 45 80 55 50 60 37 30 Wood Frame - Single Glass 40 33 S 40.2 48.2 56 2 64.2 50 35 33 Metal Frame - Single Glass 21 18 40 41.5 49.8 58.1 66.4 N 20 Other 16 yr 21 20 15 11 11 20 14 14 NE & NW Movable Windows .50 CFM/FT . 35 33 30 ,. 37 34 30 22 21 35 25 Wood FrameSin_gle Glass t E & W 55 45` 32.2 38,7 45.1 51,6 47 39 45 40 32 26 Wood Frame- DpUble Glass 50 40 35 29 F` 22.8 27.4 31.9 36.5 . .. 36 26 Metal Frame - Single Glass 30 30 28 C,a, 36.3 43.6 50,9 58.2 20 I Metal Frame - Double Glass N 25 19 27,4 32.9 38.4 43.9 22' 20 12 Other .25 20 15 14 NE & NW 45 36 32 50 'Movable Windows .75 CFM /FT 37 40 26 22 45 29 25 E & W Wood Frame - Single Glass 53 47 70 57 37.6 45.1 52.7 60.2 32 60 40 Metal Frame - Single Giass SE SW 55 41.8 50.1 58.4 66.8 48. 44 50 Other 27 50 35 30 S 35 28 25 Awning Windows .50 CFM/FT 32 30' 30 20 16 35 23 19 Wood Frame - Single Glass All Directions " 25 22 34.1 40.9 47.8 54.6 25 15 14 Metal Frame - Single Glass 20 17 16 38.3 45.9 53.5 ' 61.2 Other , SKYLIGHT (.-tn(S At.n 12 Awning Windows .75 CFM/FT 146 87 58 150 91 62 139 80 51 Wood Frame-Single Glass 84 54 • 40,7 48.8 56.9 65.1 ..a ,. Metal Frame - Single Glass 44.8 53.8 62.7 71.7 Other Jalousie Windows Metal Frame - Single Glass 88.6 106.3 124.00. ;•141.7 Other Fixed or Picture Windows Wood Frame Glass 25,7 30.8 .36 .0 41. Wood Frame - Double Glass 16.3 19.5 22.8 26.0 Metal Frame - Single Glass 29.8 35.8 41.8 47,7 Metal Frame - Double lass 20.9 25.1 29.3 33.5 Other Glass Area BTUH Loss 9.3 1 COOLING REQUIREMENTS DUE TO GLASS AREA AREA SQUARE FEET COOLING MULTIPLIER (CIRCLE) • DOUBLE GLASS COOLIN BTUH GAIN) SINGLE GLASS 1 5. 20• 15• • ?0• C T R C T. R C T' tfl C T R NO SHADING N 1 S" . 30 22 20 30 26 25 • 20 14 13 25 17 16 ` t 5 O N e & NW • 60 41 36 65 45 41 50 29 24 50 32 27 E & W I60 85 0 • 3 • 90 64 57 70 44 36 75 47 39 13 S; SE & SW 75 51 45 80 55 50 60 37 30 65 40 33 S 8 U 45 '31. 28 50 35 33 35 21 18 40 24 21 3 1 C DRAPERIES OR BLJNDS N 20 17 16 25 21 20 15 11 11 20 14 14 NE & NW 35 33 30 ,40 37 34 30 22 21 35 25 24 E & W 55 45` 43 l 39 43 35 55 50 52 43 47 39 45 40 32 26 30 25 . 50 40 35 29 33 28 SE & SW - . , , S ' . .. 36 26 24 30 30 28 25 17 16 • 20 19 ROLLER SHADES N 25 19 17 25 23 22' 20 12 11 .25 20 15 14 NE & NW 45 36 32 50 40 37 40 26 22 45 29 25 E & W 65 53 47 70 57 51 55 37 32 60 40 35 SE SW 55 44 39 60 48. 44 50 32 27 50 35 30 S 35 28 25 40 32 30' 30 20 16 35 23 19 AWNINGS All Directions " 25 22 20 30 26 25 15 14 13 20 17 16 PORCHES, ETC. ' Other , SKYLIGHT (.-tn(S At.n 12 HoriTontal_ LA (..-..:n 146 87 58 150 91 62 139 80 51 143 84 54 • ..a ,. Refer to ACCA Manual J for Heat Transfer Mull! Hers not Ilstsd 21.0 4 3 1.9 1.7 1.3 24.0 4.8 3.5 2.1 1.9 1.5 1.3 DK Ce Ian 1/2 G psum Board psu Board d /2 � G sum Board • • • CBS F,,rred, R -5 Insu CBS Furred R -11 Insuia ion N'O Carpe'ed Floor -R -11 Ctner nf�i'ralto•Calc B I Subtotal Peop,e x 300 BTUH & Appl, 1200 BTUH Sensible BTUH Gain �uct BTUH Loss & Gain 2 n Fiex or 1 In. Rigid (R -7 to 9) 7. R„ (-3 to 5 Total BTUH Loss Total Sensib'e Gain p • '/2" Gypsum Board // Gypsum Board • Roof 19_50 DESIGN 7 r"' "^ ' DESIGN TEMP. DIFF, HEAh1 (CTI' .._,..� Cn1�LC G MULTIPLIER .�.. M A !I s wis 1 9.5 10. 2.7 3.1 17.8 40.8 11.1 13.3 15.5 17.7 _18.8 22.5 26,3 .0 1098 128 nip 5 0 6.0 7.0 8.0 36 4.3 50 5.8 1.9 2.3 27 zi 6.8 2.2 2.7 2 2.4 1.5 1.8 14n 18 3.0 3,6 3.6 2 7 5.1 ' 3 r 0 9 1.7 1 1 0.8 1.5 1 2 0.8 10 15 12.7 12.7 5.2 5.2 4,5 104 1.6 1 7.5 6.4 e 129 4 2 I 4 r 5 I 26 '97 157 '9 3? s ? 83 3.3 2.3 2.1 19 14 29 32 2 6 0.9 LT 10 3o I F-- ITEM Gr oss Wall Area Glass Area BTUH LossJGain N'el Part!t;ons, Frame '/2_' sum Board Doors ;Excliidng,glass) So..d V7ooO- Weatherstr, pped WoO -No Weatherslri _ "e', - ure�nane Core- W'slripped Yc'.ui Urcihane Core-No W'Strippin ^. her Net Exterior Walls CBS Furred. No Insu!ahon CBS r; .. , , d R -3 Insulal 'r' on ,c R-0 'i2" Gypsum Board Frame R -11 1/2" Gypsum Board Frame R -13 Frame, R -19 Under Attic No Insulation , i R -7 ins,Jla!ion R•1 Ins�'ation R -19 nsu!at�on R -22 'rsuallon R •26 'nsu :alion Ihnn Root Cn Exposed Beams or Rafters r R� !nsu!allon Roof Ceitin• Combination do 'nSu'al.on !nsL:iaLon aner Floor, Concrete Slab (Perimeter Feet) No Edne Insulation Floor Over Open Crawl Space or Garage t---- rarc• ,,, rood Floor - No Insulation r arowood Floor -R -11 Carpe!ed Floor-No Insulation 41 13 COOL I ' 3A' 3 70 2.0�•��� a t 3 5.8 13 3.8 0 M 1 • 1 I imniunn% I u _ $522 .10 061 } 3 e� 03 � 1qs NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descriptiorLof property and street address: 4 01 NE 9 ST i Q S k o r e s F1 3 Itti -$ provement: L td. I 4111 Ja 2. Description of i I ST 3. Owner(s) name and address: 370 GvrAii 0') /716'7; 3 ACYC Interest in property: Name and addresses 4ee dimple titleholder: 4. Contractor's name and address: G �' �` A r C O d. co. P. 0 . b o x ��16$ STATE C =LC;,, 1 �z- 5. Surety:(Payment bond required by owner from contractor, if any) -; . Name and address: Amount of bond $ 6. Lender's name and address: Section 713.13(1)(b), Florida Statutes. Name and address: P S:gnatu • c4 owns Print Owners Name ,4 Sworn to and subscribed before me this . �t 7 Notary Public — Print Notary's Name- YN ✓fi a ,; /1/ 1 � „�, My Commission Expires: !/!z -r? l e 03R05. 3374 2003 JAN 24 12:5: ,' C6rY? AASq— — A 'Ar�t glor;ba X3/38' 6?I 0 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: t 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) F / , Prepared by: Q36Ct V . � ry,i7 , .c., 4 ,y % Ad p,0 b o X 6 I � o is KC 891494 , ; o INSTALLER MODEL RETAIL MODEL DESCRIPTION 78 78 FLUSH PANELS 91 N A SMOOTH TEXTURE STEEL 93 8 WOODGRAIN TEXTURE STEEL 94 : • • WOODGRAIN TEXTURE STEEL W/ PAINTED STILES DOOR HEIGHT SECTION HEIGHTS* 1ST 2ND 3RD 4TH 5TH 6' -6' 1" 18" 18" 21" N A 7' -0 2 " 1113111M1 21 Fir i IIIII Mii£ii[F 18" 18" 18" 21" 7'- . ; 8' -0" 21" MAX. UOOK t ( = (FIVE SECTION DOORS) V -- -T T T I, I ° _.. ' .. 0 77 - J , co T d .. J N a ' • 1 0 0 I I -. ✓ \ ✓ \ Ii A LOCATION OF OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4" x2-1/2" ) MAX. DOOR WIDTH = 9' - METRO MODELS 78, 84A, 91, 93, 94 (24 GAUGE) 0 Ce .0 r" INTER. STILE OUTSIDE KEYED HANDLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) LOCATION OF OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4" x2-1/2" ) MAX. DOOR WIDTH - 9' -0" INSIDE E LEVATION 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 INTER. STILE OUTSIDE HANDLE A SEE END HINGE DETAIL ON PAGE 2 SEE INTERMED. HINGE DETAIL ON PAGE 2 LOCK POSMON (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 REV 3 4 5 6 DATE 5/94 6/95 9/95 10/95 DESCRIPTION LOCK NOTE REVISED ADD - LOCK LAYOUTS, LOCK NOTES, AND VENTS ADD MAX. VENT SIZE NOTE CHANGES TO PAGE 2 ,-- END STILES ATTACHED TO DOOR SKIN / WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) 3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) A SIDDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 Clup Building Products Company INSIDE ELEVATION (SCALE: 1/2" = 1') THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & -48.13 PSF AND A TEST PRESSURE OF iJ69r0 PSF & -72.0 PSF. PAGE 1 OF 2 INSIDE ELEVATIONS CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 PLOT 1 =24 DATE, 2/17/94 DRAVN BY, CHECKED HY. MWW t - SECTIONS ARE NUMBERED STARTING AT THE BOTTOM NOTE 1; DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS. DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS. NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. LOCK POSITION � - (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. APPROVED AS COMPLYING WI311 THE SOUTH FLORIDA BUILDING CODE DATER 1995 BY PRODUCT Oii OL DINS ON BUILDING CODE COMPLIAACE OFFICE ACCEPTANCE NO.99-01i2I. Oa. CLASSIFICATIW 101182 MANUFACTURED / PURCHASED DE T10t METRO DOOR MODELS: 78, 84A, 91, 93, 94 r ORAVLN6 HUMBER, DOOR HEIGHT "L" BRACKET PLACEMENTS "X1" "X2" "X3" "X4" 6' -6" 70" 3 -1/2" 10" 35" 60" 7' -O" 7' -682" 76" 3-1/2" 10" 38" 66" 3-1/2" 10" 34' 58" 8' -0" 88" 3-1/2" 10" 34" 58" METRO MODELS 78, 84A, 91, 93, 94 (24 GAUGE) 24 GA. STEEL (MIN. YIELD STRENGTH: 30,000 PSI) ALL EXTERIOR STEEL SKINS ARE COATED WITH G -60 GALVANIZING, BAKED ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. END HINGE SCALE 2" = 1' 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN WITH 1/4 "x1 -3/4" EMBED TAPCON 0 12" O.C. FOR DOORS UP TO 9' -0" WIDE. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS, 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16"x1 -1/2" WOOD LAG SCREW PER BRACKET. (4) #14 SHEET METAL SCREWS 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WFTH TWO 1/4" x5/8" BOLTS do NUTS .QR_ TWO 1/4" RIVETS. JAMB CONFIGURATION SCALE 2" = 1' (4) 1/4" DIA. SELF TAPPING SCREWS 14 GA. INTERMEDIATE HINGE: SCALE 2" = 1' STOP MOULDING BY DOOR INSTALLER ' (TO SUIT) 18 GA. MIN. GALV. STEEL END STILE 20 GA. MIN. GALV. STEEL INTER. STILE 14 GA. GALV. STEEL CENTER HINGE FASTENED TO CENTER STILE W /(4) EACH #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH #14x5/8" _SHEET METAL SCREWS & (4) 1/4 , SELF TAPPING SCREWS. 2" STEEL ROLLER. h- 2" THICK SECTION A -A SCALE r = 1' 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STE END HINGE. EACH FASTENED TO Er0 STILES W /(4) #I4 SHEET METAL SCR & (4) 1/4" SELF TAPPING SCREW::. 3" TALL x 20 GA. GALV. STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERMED. STILE LOCATION. 13 GA. GALV. STEEL ATTACHED WITH (I) ALUMINUM EXTRUSION & VINYL WEATHERS FR CIupay Building Products Company EL x5/8" ENS " " X4" "X3" X2"1_ "X BOTTOM BRACKET. #14x5/8" SHEET METAL SCREWS. IP. REV 3 4 5 6 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 DATE 5/94 6/95 9/95 10/95 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1 -1/2" WOOD LAG SCREW.. TRACK CONFIGURATION SCALE 1/2" = 1' PAGE 2 OF 2 CONSTRUCTION DETAILS 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" 4 DESCRIPTION CHANGES TO PAGE 1 CHANGES TO PAGE 1 CHANGES TO PAGE 1 DELETE REFERENCES TO 16'W DOORS TYP. 2- 1/2"x12 GA. GALV. STEEL TRACK BRACKET. PLOT 1 =24 nArD 2/17/94 DRAVN 1Y. CHECKED BY' MWW HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & -48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WIN 113E SOUTH FLORIDA BUiLDiNG CODE DATEMO R 19 PRODUCT CONTROL DIViS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO95 • Q8Z 1. Oa CLASSIFICATION KANUFACTURED / PURCHASED DESCRI)TI°N METRO DOOR MODELS: 78, 84A, 91, 93, 94 B DRAVING NUMaER. 101182 r 6 U H t-oo ,....4. 4) J . 2 g tr: k 1A ce‘j Bed roorv, 2.ic , Sickv...k.htl 20a PAN . Pror■T 00.3 r :yEs L)usa S_ NI 0 m O b« #- Y.I_V4..e‹istef:;s,e....,k ;(se. Rociilptoor Cei Assth,6tuf Stopflq SyN oAto‘ . • S t -ro Nor- j .A. eq,c.. e me,f Yo r To r, . O _See,- I-14Dt4c5Go 2os1.2.,3o IN SS' EjH rd•ocl NtV.sDo 0 kW e.‘ ec .4,; 14 ec j 20,g/ 23 40 6 1 , wit p ,44c euRp ( G. 2 PI) 04{ NZ4 C., RTu‘i I 9 ,S C P /VI 6-6 k1 S Will (10, de.1)e6 (...);)rk ore( R c;c he A" 1; drc6v, evc. te.t,40 pi ALL. Tkc,,4'ittl. k 1%i." Ivit c;k:ler1A4,4. bolvsj ry s c (it ;0 MietV111SkOreS Ott eti4t e Ht> j N (vs-AT 33 t 8 C+R. Ai t Cahct ScAte k 1 d (9A Jcrga -�� /. -' / < ., fit►! 1. i t_ e / /Cs. ' ._ >L' a al,TtrI'L! - d•- i // . S( oY!y! /4 - .;)." / /4 4Q 14e-14/.91 rile; sr 0