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C sot.* Q, ..3 %,--- C:7 o_cii 57:3.3 't " ck, 1 %to ''q ;s4 1 ■ , ?I-0s • 2-- A - - 1000 . / 1a o' /0' _Oa o" Yp• /0 9G" .1GA.G6 ?/ % /0 57 SKETCH OF SURVEY Lots 6, i the Last 25 feet of Lt 8, Block 99, Amended Plat of MIAMK SHOW Seotion 4, according to the plat thereof, recorded in Plat Book" 15, at page 14, of the Pubic Records of Dade County, Florida, Order d 162 July 28, 1950 F.H. ,6 Scales shown I HEREBY CERTIFY: That the attached °SKETCH OF SURVEY° of the above described property is true and correct to the beat of my knowledge and belief, as recently surveyed and platted under my direction. ' c we e Regieteeed Land Surveyor- 660 3ta10 of Florida C- !O'r;n j& x At ' < 13/4 • 3rar, } , . I I; t 2.°X l,s 2. k - 10. 13/ 2:;2\6 j F L. r) 1 1 )17S) 7 4 . 4 4k r 1 t I r .L. to l h ,'? s , -1 C„ , r' I 'r t f r ;^. 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N 1 4' f \ t ,. 1 r"# f ... 1.. 1, ez f. ?:?. ,' •1. 4 4 , ' .� ` "x ti; L,k 1 h. < ° t 4. �(' " i .% • a 4 V'f 81'4 . • A'T f 310 ? i "1% 4 ` " 4.0!Q >,t(4 .; • S . K ti Z . ^ 4-- "a/ g ' r Tr< ` a VA . 4.5 (A id ►.0 .L t tt! u3 r, : )?s; 0 , • , ,r,t yli : .4!'ft2E[5, ?O4 S - l, 1b' ��Q�,,E:wNl,t!4 gStil E • t ; Ur,Ct7 ;( t ki . 6.1. --110 PA f ti L t Cf t !s. � � � :� 1: `a .1 � s. `� r�, 1� � te..f f' O. TO c c`'t I'>: C • L 0 /A `�:U ik V i ` 1. e. r; 1111:Pliaill IN PI Revision /Issue (4) 3/8" THRU t0 W/NUTS 4 T1- 4READED ROD6- P 4 BOTT. SUPPORTS DOUBLE WASHERS PLENUM RETURN A N • SUPPLY PLENUM SYMBOLS 4 NYAC KEY NOTES; R -6 SUPPLY DUCTWORK .__ R -6 RETURN DUCTWORK E.P. — CEILING TYPE SUPPLY DIFFUSER CEILING TYPE RETURN GRILLE. BATH EXHAUST FAN WITH BACK DRAFT DAMPER WOOD BEAN sOL J REFRIGERANT LINES: TO C/U. LIQUID: 3/8" OD SUCTION: 3/4" OD INSULATED WITH ARMAFLEX 3/4X1/2 " ". ATTIC \— CEILING =SECONDARY DRAIN PAN OF GALVANIZED SHEET METAL GA. 24 1 -1/2" DEEP A 3" LARGER THAN A /H. ON ATTIC A/H *2 4 *3 INSTALLATION. DETAIL ri t.e. 4)3/4" PVC DRAIN LINE TO SOIL AREA, INSULATED. ROOF BELOW ZONE *2 J) 1 2(2(61-i 24) BEDROOM 4 2(SH 24) 240CFM 10 "X8" •10' FLEX eP8 "FLEX- 14 "X14" CEILING ' TYPE RETURN GRILLE. 7\— 4 "FLEX m8 "FLEX 240CFM 10 "XS" E- OPEN DECK ■ 40CFM 20" R -6 'I` URN TWORK. SH 23 BATI -4 / 4 , 6 "FLEX ��i � �o��i_ - i� �� wi�� 14 "X14" CEILING�r �� • ® G� tvr�r .-�rti ir,♦i W 1( � 1200 CFM, 850 �M 1- / F. RATE 0.01, 4716.0, 18 "X12" R -6 SUPPL. 7 m4 "FLEX PALL 5H 23 H L'1 0 10 "FL X - - - - - -- - Z -- - -_Li i /1 ♦ -�10 "FLEX 520 CFM, 12"X10" • R -6 SUPPL. DUCTWORK 14 "X14" TYPE i� GRILLE 14 "X14" CEILING TYPE RETURN GRILLE. 8 -�"FLEX EILING TURN O8' FLEXJ 2(SH 24) 240CFM 10 "XS" 240CFM 10 "XS" BEDROOM 2 2(54 24) 1 -1/2" X 26 GAUGE STRAP HANGERS. \ DUCT BOARD HANGERS N.t.S. (TYPICAL) DUCT V 1 WM/ x CD N WOOD BEAM O TURN STRAP ROOF BELOUJ *12 GE. INANGER WIRE 415 x400) SEE PROJECT FOR SIZE 1- I/2 "x26 GE. STRAP HANGERS AT 5' MAX. WOOD BEAM FLEXIBLE E DUCT HANGERS N.T.S. (TYPICAL ) POWDER ACTUATED PIN No. Date WINDOW SCHEDULE TYPE WIDTH HEIGHT AREA(SF.) 514 23 3' -1" 3' -2" 926 SH 24 3' -1" 4' -2" 13.00 SH 25 3' -1" 5' -3" 16.18 UNIT NUMBER 4/1-4 *1 A /HM2 AM *3 AREA SERVED T SEE PLAN SEE PLAN 5 IOTAL R SUPPLY 2000 1200 • N I Ill iti ii 0 0 1 1 1 ti 1 1 1 ■• , v 1 1 1 v 7 }_ 1 sum aV AND SU6ScasE / m�M. su M NORT -FAST fl ST aa�roF, G ov � � 0.43 0.43 0.43 NO Revision /issue No. Date 1/3 4.4 1 208/230-60-1 208/230 -60 -1 208/230 -60 -1 8 UNIT NUMBER 4/1-4 *1 A /HM2 AM *3 AREA SERVED T SEE PLAN SEE PLAN SEE PLAN IOTAL R SUPPLY 2000 1200 800 AIR CFM u. 0 0 0 STATIC PRESSURE-1n w.g.- 0.43 0.43 0.43 NO FAN MOTOR HP/FLA 3/4 4.4 1/2 4.4 1/3 4.4 ARACTERISTICS v/ Hz /m 208/230-60-1 208/230 -60 -1 208/230 -60 -1 8 COIL CAP. - BTU /HR- 55000 35000 24000 TOTAL SENSIBLE HEAT - BTU /HR- 38500 25300 11100 TEMP. - °F DB/ °F WB -- JUMBER rit-tv UNIT MANUFACTURER CARRIER CARRIER CARRIER MODEL NUMBER FE4ANB006 FE4ANB005 FE4ANB003 LUEIGHT - Ibs.- COOL ING MCA/MFS HEATING 1 .7- - 9 Ili p tu -- I — UNIT NUMBER C/U "1 C/U w2 C/U w3 LOCATION ON SLAB ON SLAB ON SLAB AMBIENT TEMP. F° 92 92 92 :RANT 'COND. FAN FLA ELEC. CHARACTERISTICS V /1-1z /0 208/230 -60 -1 208/230 -60 -1 208/230 -60 -1 UNIT NUFACTURER CARRIER CARRIER CARRIER MODEL NUMBER 31TDB060 -3 31TDB036 -3 31T6B024 -3 WEIGHT - Ibs.- 332 180 161 :S YS STEM (WEER 15.0 16.0 15.0 LIQUID /SUCTION SIZE -IN 3/8" X 1/8" 3/8" X 3/4" 3/8" X 3/4" FIT: ELECTRIC HEATER -KW- 10 10 1.5 HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTOR NO FIRE DAMPER(S) NO SMOKE DAMPER(S) NO FIRE RATED ENCLOSURE NO F.RATED R/CEILING ASSEMBLY NO FIRE STOPPING NO SMOKE CONTROL NO 1 SPLIT SYSTEMS EnUfPMENT SCHEDULE r I I" L [ ZONE *3- 2(SH 25) CONDENSER UNIT"2 ANCHORED TO CONCRETE SLAB. CONDENSER UNIT 03--\ SEE DETAIL. ANCHORED TO CONCRETE SLAB. SEE DETAIL. 2(SH 25) 1' -0 ZONE *1 SCOPE OF WORK: ZONE 0 2 43: - PROVIDE NEUU SPLIT SYSTEM +' 2 4 *3, AS SHOWN. - PROVIDE NEW REFRIGERANT AND DRAIN LINES, DUCTWORK, DIFFUSERS AND RETURNS REGISTERS AS SHOWN. -ALL NEW DUCTWORK TO BE R -6. ALL NEW DIFFUSERS ARE CEILING TYPE. Z 1; - REPLACE EXISTING 5 TONS HVAC SYSTEM WITH A NEW ONE SAME CAPACITY AND IN SAME LOCATION. - REFRIGERANT AND DRAIN LINES, DUCTWORK, DIFFUSERS AND RETURNS ARE EXISTING TO REMAIN. NO ADDITIONAL MECHANICAL WORK SHALL BE DONE IN ZONE #I. - NEOPRENE PAD (TYPICAL) % PROVIDE (2) 1" GE.20 TIE D OWNS AROUND THE C/U's CABINET TO SLAB BOLTED UJ/ (4) 1 -1/2" EXPANSION BOLTS. 4" CONCRETE SLAB. d 4 d CONCRETE PAD CONDENSER UNIT MOUNTING DETAIL. n.ts. (TYPICAL ) BEDROOM 5 480 CFM, 10 "X10" R-6 SUPPL. DUCTWORK REFRIGERANT AND DRAIN LINES. SEE 4/1-1 INST. DETAIL. 240CFM 10 "><S" F I8"X18" CEILING TYPE RETURN 08 "FLEX GRILL 240CFM 10"X8" FPM 3.0, \ -04 "FLEX -012 "FLEX 18 "X14" R -6 RETURN DUCTUUO 010 "FLEX 40CFM 8 "X4" FAMILY ROOM 4i9P11111 iIIIIIIIIIII 08 "FLEX -\ ® -800 CFM, 85 F. RATE 0.09, 240CFM 1 ., X12" R- 6 SUPPL. 10 "XS" DUCTWORK STUDY 04 "FLEX 40CFM S "X4" L I V I NCs ROOM BREAKFAST DINING ROOM GARAGE / / / / / / / / / / / / / / / / PROPERTY LINE:>10' -0" N.T.S. x .1 -0 " r•lo t CONDENSER UNIT"1 SAME CAPACITY OF REMOVED . z ti wzw ! z 9, i q i r1:11 ou E,t; u cn Shut M -1 CONSULTANT Project Report QeriO : Pr Ojid Inforrriation Project Filename: Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Comment: Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: E evat`on Senstble Adj Faci r Elevation Total Adj. Factor: Elevation Heating Adj. Ea_ctor Elevation Heating Adj. Factor: Winter: Summer: tutvac .go Kendal Llgh commerclat HyAt Loads ERA T ic Se i.'40 & Mi rn t 33 9T1 { .. Butiding Lo Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: C:IAHVAC\MICHEL SAEE.rhv New Split System Air Conditioner 11-06 -2004 Mr. And Mrs. Jim Safe 526 Northeast 97 Street Miami Shores, FI. 33138 Cool Breeze Air Conditioning Fernando Obeso 13120 Southwest 130 Terr. Miami, FI. 33186 305- 226 -2665 €3es+gi t to .. . Miam% FForida Low 25 Degrees 7 ft. 1.000 1.000- 1.000 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference 47 0 0 0 0 92 77 0 0 0 Checl�:igures: Total Building Supply CFM: 2,000 (14.3 AC /hr) Square ft. of Room Area: 2,212 33,500 Btuh 41,125 Btuh 6,834 Btuh 47,959 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CFM Per Square ft.: Square ft. Per Ton: .t� . w are Developmen4 In New Split System Au Conditioner page 1 !! 1.971 465 33.500 MBH 86 % 14 % 4.00 Tons (Based On Sensible + Latent) 4.76 Tons (Based On 72% Sensible Capacity) (and Elev. Derating. .................. Note a'S ster�t�umcta ert tiel1ate Rhvac g.g04 ntial & ,fahm t comrci eal NYAG Loads; €RA Technicat Service s Miar -u, FL : . System 2 Room Load Summary Zoom .... —Zone 2- 1 Zone 2- Second Floor Net Required: Recommended: Actual: Type: Model: Brand: Effidency_ Sound: Capacity: Sensible Capacity: Latent Capacity: 1,541 20,962 1,200 f$ 2.43 2.76 2.92 82% / 18% 72% / 28% 72% / 28% Heating System n/a n/a 0-0 ;Serisibl 23,835 23,835 25,300 EI►te Sofvare Oevelopment� Inc New Split System Air Conditioner;; 0 23,835 5,325 1,200 1,200 a ten . tut 5,325 9,269 9,700 Cooling System SPLIT SYSTEM NC 31TDB060 -3 CARRIER 16.0 35000 25,300 Btuh 9,700 Btuh ct L,att; Nam Too atott 29,160 33,104 35,000 Rhvae, Residentia{:, : Light commercial HVAC Loads:. ERA ;T`echnical Serrne,_. Miarru; Fl, 331T Total Building Summary Loads Comp©nentl °€ t,�e�eripaon 1A -cm-o: Glazing- Single pane, operable window, dear, metal frame no break, ground reflectance = 0.23, outdoor insect screen with 50% coverage, light color closed blinds with 50% coverage 14E -0-8c: Wall -two courses brick, brick on concrete or 8 1692.4 16,418 inches concrete, 8 inches of 140# concrete with no board insulation 16B -19: Roof /Ceiling -Under attic or knee wall, Vented 2211.4 2,709 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -19 insulation 19A -Ocp: Floor -Over enclosed unconditioned crawl space, 670.8 1,858 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 92; Summer CFM 142 Ventilation: Winter CFM: 0, Summer CFM: 0 Total Building Load Totals: Chick Figures. • Total Building Supply CFM: Square ft. of Room Area: 13utiding t Dads .: Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: Note'. .................... 2,000 (14.3 AC /hr) 2,212 33,500 Btuh 41,125 Btuh 6,834 Btuh 47,959 Btuh 5 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Sep Lat ,; Sqq .oss Gain >Gairt Gain:! 8,385 0 14,508 14,508 29,370 0 0 0 1,595 0 3,739 3,739 2,535 4,934 2,647 -- -7,581 0 0 0 0 CFM Per Square ft.: Square ft. Per Ton: tito Devetopmen rto Ne v Spat System P it Conditioner: Edge 2 0 11,399 11,399 0 6,068 6,068 0 1,264 1,264 0 33,239 33,239 1,150 1,500 2,650 750 0 750 33,500 6,834 41,125 47,959 1.971 465 33.500 MBH 86 % 14 % 4.00 Tons (Based On Sensible + Latent) 4.76 Tons (Based On 72% Sensible Capacity) (and Elev. Derating. ........... ............................... risibly;: R1ww4c Reskient ! & E loot Commerci.s t yAC ds €RkTee[uvcat Service Miami Ft 33177 System 3 Room Load Summary Type: Model: Brand: Etiicienncy. Sound: System 3 total Net Required: Recommended: Actual: 671 12,538 1.57 2.00 2.02 800 Mible/Lete 92% / 8% 72% / 28% 72% / 28% Heating System 17,290 gg Soft ware oeyetopment in :i i New:Splrt $y tens Arr Gorxfitwner;; .aixi I't0:::':. r6.4•:::. —Zone —Zone 3- 2 Zone 3 - First Floor- 671 12,538 80C 0-0 0 17,290 1,509 800 800 Guest Area 1,509 800 800 �CouN Sysfekt Sudmary' . <: 17,290 17,290 17,496 Cooling System SPLIT SYSTEM NC 31 TDB024 -3 CARRI ER 1 S.0 Capacity: 24300 Sensible C city: nra 17,496 Btuh Latent Capacity: n/a 6,804 Btuh tot. a{ 1,509 18,799 6,724 24,014 6,804 24,300 SCHEDULE A DOOR WIDTHS / OF CENTER STILES 9' - TO 11' - 10' 2 12' -0" TO 13'.-lo 14 TO ,5•-10 15' -11• TO 15' -10' 3 4 5 7-1/2" X 14 CA. CALV. STEEL ROLLER HINGE FASTENED w/ (6) y Id X 1 /2" SMS 7 -1/2" x 18 GA. CALV. STEEL CENTER HINGE. FASTENED w/ (4) N 14 x 1/2' SMS 7 X 7 CALV. AIRCRAFT TYPE CABLE Sc NICO - PRESS SLEEVE N/ MIN. 5 TO 1 SAFETY FACTOR DOOR '+EIGHT CONSISTS OF 5 . - 6 . 6-9 7 7•- 6' B' 8 -3" EC-6' 8' -9 9 10' 1 0 . -5 10' - 9• 11' 1 1' 3' 2 SECTIONS 1 3' 1 SECTION 18' 4 SECTIONS 21' 5 SECTICNS 18' 4 SECTIONS 18 3 SECTIONS 2 SECTIONS 1S 1 SECTION 18' 5 SECTIONS 21' 6 SECTIONS 18' 9'- 3' 5 SECTIONS 18 9' - 4 SECTIONS 18 9 ' -9• 3 SECTIONS ,8' 2 SECTIONS 21" 3 SECTIONS 21' 1 SECTION 21' 2 SECTIONS 21 3 SECTIONS 21' 4 SECTIONS 21 1 SECTION 21' 2 SECTIONS 21' 3 SECTIONS 21'' 2 SECTIONS 1 8 . 4 SECTIONS 21" 1 SECTION 18' 5 SECTIONS 21' 6 SECTIONS 21 • - 6 SECTIONS 18' 1 SECTION 21' 5 SECTIONS 1 8' 2 SECTIONS 21" 4 SECTIONS 18' 3 SECTIONS 21 t I' -6• • 3 SECTIONS 18' 4 SECTIONS 21" 11' 1 2 . -9" 2 SECTIONS 13' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 7 SECTIONS 21 - 8 SECTIONS 18 SECTIONS 21' 5 SECTIONS 18' 3 SECTIONS 2t" 4 SECTIONS 18 4 SECTIONS 21' 3 SECTIONS 18 5 SECTIONS 2r 2 SECTIONS 18' 5 SECTIONS 21' 1 SECTION 18' 7 SECTIONS 21' 8 SECTIONS 21 - 12' -3• 13' 13' -3' 13 -5' 1 3' -9• 14' I4' - 3' 8 SECTONS 18' 3 SECTIONS 21' 4'-6* 5 SECTIONS 18 SECTIONS 21' 4'-9' 4 SECTIONS 18 5 SECTIONS 21" 3 SECTIONS 18 SECTIONS 21" 2 SECTIONS 18'`7 SECTIONS 21' 1 SECTION 18' 8 SECTIONS 21 15'-9' 9 SECTIONS 21• - 18' 15' 15'- 3' 15' -6 18 SECTIONS 1 8 . 4 SECTIONS 21' J L _ - 1 IMM � � I r �'�1 Cm 177 • DIM Fril All FM IF 6 — _ A T r Y 1I li ll II i li I Y A , r — � — •I /r—� I P"----- I Pmi"gal I p���l , ' 1 V v v 'l I' �1 k 1� PUSH NUT CENTER STILES SEE SCH. 'A' 1 I r_"'__ i OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. 11 1 1 e 1 - 11 r► e • MAX. DOOR WIDTH 16'- 1)) i rf •J A LOCK 2/ DOOR _ 3/4" w X .15 THICK LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH FASTENED W/ (4) ij 14 x 5/8" S.M S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS SFBC 3603.2 REGARDING GARAGE DOORS 3" X 6- 7/16' X 12 CA STEEL FIXTURE FASTENED w/ (3) # 14 X 5/8" SMS OUTSIDE HANDLE CENTER STILE PUSH NUT S TO LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) g 14 X 5/8" SMS .151 X 3/4 " LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK SHOWN ALTER LOCK SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR ACCEPTAls:C_.;..01- oC� C> 2, BUILDING CODs C Civil iJ)Jr =i C.vfi'1.G47: GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING LODE 1994 EDITION FOR DADE COUNTY. ALSO FOR '.VINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARSON STEEL. 4. ANCHORIN3 OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • DAB DOOR MODEL 824 MAX. SIZE' 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 42.0 PSF - 44.0 PSF IRIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998, TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Engr DR. HUt.4AYOUN FAR000 STRUCTURES FLA. P{ 1 15557 PATENT PENDING A ? ?PCY t_ As cc'■;Plr;,;s vrTH THE SOUTH FU'R!DA GU!LDAG CODE raTr. t. 1 PROF :11CT C,; D;VSOrd Lut ;G CODE COIMPL!ANC OFFICE ACCE ?TAx1;7 , r q_P2:050(9 •197 0 N 4 0 ■ c z u1 0 0 0 a. U z (%) O O 0 07 0 0 L.J Q 2 1— 00 rn z 1 0 a J i c 0 0. <n v 0 a .D v O 0 W Cr cx z 0 1 0' ui N a C J drawing no. 98 -12 sheet 1 of 3 13 CA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 4 GA. CALV STEEL TRACK FASTENED TO TRACK PLATES N/ 1 SLOTTED X M S 8 & LOCK NUT 16 CA X 2 -1/4" X 2' CALV. STEEL U.BAR REINFORCING TRUSS 4 TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO y 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5 /8" SMS 16 CA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS © BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO ij 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR (F 14 X 5/8" Sus BOTTOM SEAL 058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" J.C. AND TUBULAR RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM REINFORCING OPTIONAL STOP MOULDING BY 000R INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8' LAG SCREW SOUTHERN PINE 55 SG • • INSTALLED ON ROLLER SHAFT 16 CA. X 2 -1/4' X 2" CALV. STEEL U.BAR REINFORCING TRUSS RUSS FA5 ENED TO I ERMEDIA E ERTECAL STILES w/ TWO N 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS INTERMEDIATE S f TIONS TOP SECTION REINFORCING REINFORCING _ y 1a X 5/8" SMS 6 PER HINGE 1/2,. X 1 -3/4" X 1/16" VERT. ALUM TUBE (6063 -T6) -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 4 12" O.C. 1 -7/8" x 2 -5/8" X 18 CA. STEEL CENTER STILE. CLUED dc RIVETED TO l 18 GA. CALV, STEEL CENTER HINGE # 14 X 5/8" S.M.S. 4/ HINGE SECTION e - @ (1/4- ROLLER ;TINGE 16 CA. X 2-1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO N 14 X 5/8" S.M. AND TO END STILES WITH FOUR i 14 X 5/8" SMS 3/4" X 2 -t /2" X 18 CA. STEEL END STILE N 3/8" SLEEVE ANCHORS 1-1/4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 CA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 4 4" O.C. Engr: DR. HUw1AYOUN FAR000 STRUCTURES FLA. PE / 16557 �r END STILE THIS DRAWING IS PROPERTY OF 0.48 DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING ALL RIVETS ARE 3/16" DIAMETER PRODUCT 11.1ZNIZaLL ACCEPTANCE No. 0 % 6 . 0 L. E 12ai: 0./ Ooh By PRODUCT COWL .G_ Dwiia oN MIMING CODE C'UWxI1f,.NCE OFFiTJ APPRCVED AS SOUTH RI CAT 1 C- CCIMPLY :NG W:TH THE EU:LD,tiG CODE PRODUCT COlNTRO! DIv SON 1393 " " lNG CODE COWL r.NC OFFICE ACCE ?T",A'CE tgC1 ' � l n rn Lt`f 1n O 0 0 m 0 0 u 0 0 v 0 J 0 1 .o drawing no. 98-12 sheet 2 of 3 0 1 HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" x1/16" ALUM TUBE (6063 -r6) CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1/2' x1 -3/4" X1/16" TUBE REINFORCEMENT T6) CUT miSS GLUED TO PANEL ND FA ED RIB \ VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES POP RIVETS t4 CA rALV STEEL ADJUSTABLE SLIDE •STENED TO BRACKET / w/ 5/ '3-16 x 3/4" HEX HEAD M. SCPENS Sc NUTS. 12 CA. CALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (4) # 14 x 5/8" S.M.S. 7/16' DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. N 95 G626.01 14 GA. CALV. STEEL ROLLER HINGES FASTENED w/ (6) y 14 X 5/8" SMS MIN. 24 CA ROLL FORMED STEEL PANEL (447t ") DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 CA. CALV. STEEL BOTTOM BRACKET FASTENED w/ (4) 4 14 X 5/8" SUS 2 -1/2" x 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 CA. ANGLE USE (4) 1 /4 -?0 SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS r . BUILD ,,. , THIS DRAWING IS PROPERTY OF DAS DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT n PATENT WRTEN PENDING 0 o/ Z006_ DOOR HEIGHT 11 -3/4" ` SECTIONS ARE NUMBERED STARTINC„AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10'• O.C. 5/16" X 1 -5/3" LAC SCREWS INTO w000 OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY V C.] U x z cc w O a 0 0 3 PER BRACKET m TRACK CONFIGURATION CAST ALUM. CABLE DRUM 14 CA. CALV. STEEL TRACK Engr: OR. HUMAYOUN FAR000 STRUcTUP.ES FLA. PE l 16557 HORIZ. TRACK SUPPORT AS RECO. �.l WOOD FRAME BUILDINGS STUD 'HALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER 'WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESS!RE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4' EMBED AND A SPACING OF 10" 0,C, OR 3/8" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR if 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN 2" X 3 -1/2" X 12 CA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. BY DOOR INSTALLER APPROVED AS COMPLYING WITH TNr SOUTH FL,RIrA BUILDING CODE DAT C _ _ 19_93_ id ieFAN BY ..�.. ,ti's....,... PRODUCT CONTROL DINS GV BUILDING CODE COMPLIANCE pFFICE ACCEPTANC: cl�71T06.01 c 0 N .> CU m 0 z (, zw 0 r-a C4 O cr a. a o, 0 ( 0 0 0 LA-) CK U Q z W 0 V1 w a z 0 U < w 0 U z Tn 0 O 0 z 0 0 c O 0. N 0 0 sc ( 0 ( drawing no. 98 -12 (sheet 3 of 3 DAB DOORS COMPANY INC. ACCEPTANCE NO: 01- 0620.09 APPROVED: AUG 1 6 2Q01 EXPIRES: 10/01/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- DAB DOOR COMPANY, INC. ACCEPTANCE NO: 01- 0620.09 APPROVED: AUG 1 6 2001 EXPIRES: 10/01/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a 16' wide sectional door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated on the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DAB 16' wide Sectional Door and its components shall be built in strict compliance with the following documents: Drawing No. 98 -12, titled "Sectional Residential Garage Door", prepared by Al- Farooq Corporation, dated 04/03/98, with latest revision on 07/25/98, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown in the approved drawings shall qualify under this approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 34,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be installed in strict compliance with the approved drawings 4.2 The installation of this door does not require Hurricane Protection Systems. 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as defined in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of the system -2- Candid() Font, PE, Sr. Product Control Examiner Product Control Division M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAIS Door Company, Inc. 1219g NW 98 Avenue Hialeah Gardens ,FL 33018 APPROVED: 08/16/2001 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0620.09 EXPIRES: 10/01/2006 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSLNG SECTION (305) 375.2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUC " CONTROL DIVISION (305) 375 -2902 FAX (305) 372 - 6339 Your application for Notice of Acceptance (NOA) of: 24 ga. Raised Panel Embossed Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \s \pc2000 \'templates \notice acceptance cover page.dot Internet mail address: postmaster.. Lbuildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 2/14 /2002 Applicant: JACK Owner: Contractor CRAWFORD DOOR CO INC Local Phone: 305 - 757 -4113 Parcel # 1132060171530 Job Address: 526 NE 97 ST Fees: FEE2002 -941 FEE 2002 -944 F EE2002 -945 Permit Status: Work: REPLACE GAFF If there is no permit pac fee is $50.00, which must This Permit is granted to the cot ordinances pertaining thereto and and approved by the proper munic authorization. A further condition t ordinances and regulations pertain by his agents, servants or employe Signed: In consideration of the issuance with the plans, drawings, statemen myself, my agent, servants or emp Signed: Approved Permit Expiration: Y PAY Notary Fee CCF Total Fees: TO THE ORDER OF First Union National Bank firstunion.com Org. 003 R(T 067006432 Building Permit Permit Number: BP2002 -323 ULMER Address: 339 NE 69 ST Cellular: Legal Description: MIAMI SHORES SEC 4 AMD PB 15 - 14 LOTS 6 TO 8 INC BLK 99 LOT SIZE Description Amount Building Permit Application F460.00 $5.00 $1.20 $66.20 8/13/2002 Construction Value: CRAWFORD DOOR COMPANY, INC. PH 305 - 757 -4113 339 NE 69TH ST MIAMI, FL 33138 s0'0,/ sjX G cJ/4 3 8 r vsQJM tZ fitavai, 6170't' 2a/ DOLLARS li'000096 L81f' 1:06 70064 3 21: 2666 70080 19 38 Page 1 of 1 Total Fees: $66.20 Total Receipts: $0.00 63- 643/670 BRANCH 13093