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347 NE 98 St (3)f BUILDING ELECTRICAL PLUMBING RO QFING Owner of p, Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 376e B1 CONTRACTOR OR BUILDER BY Value of Amount of `f Project $ �I Permit $ DATE. 19 Contractor's License No. Work to be performed under this Permit Subdi- vision This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY ABBOT PRINT 3701133 , o M03. ©OMS`TRUC u o ®f ©oo Gentlemen: JRS /mm J. Robert Stobs Donald W. Stobs Building Division Miami Shores Village Miami Shores, Florida The following Subcontractors were used on the Duncan L. Clinch residence: Air Conditioning: Roofing & Sheet Metal: Masonry: Electric: Marble & Tile: Precast Joists: Tub Enclosures: Marvel Tile Flooring: Overhead Door Pre Cast Frames: Millwork: Paving: Wood Resilient Flooring: Plumbing: Kitchen Cabs & Venitores: Painting: Awning Sash, Window & Jalousies: 7010 N.E. 4th COURT, MIAMI 38, FLORIDA 0 PL. 1 -1692 5801 DAHLIA DRIVE, ORLANDO, FLORIDA ® CR 7 -2836 May 2, 1962 Re: Subcontract List Duncan L. Clinch Residence Very truly yours, Brandon Air Conditioning Corp. Brady Roofing & Sheet Metal E. Del Vecchio Masonry, Inc. Delta Electric Company Guarantee Tile & Marble Company Meekins - Bammon PreCast: Corp. Lumidor Marvel Tile Company Overhead Door Company PreCast Corporation Reed Frame Company S. B. Putman & Son Rowell Southern Flooring Leo Roselle Plumbing, Stobs Bros. Construction Co. Touby Painting Corp., Yale Ogron Mfg. Co., Inc. STOBS BROS. CONSTRUCTION CC). obert Stobs, Partner BUILDING WITH FLORIDA SINCE 1937 ' OWNER'S NAME 4 . L. curAzc. 4. PRESENT ADDRESS a + sr o.e. E3.. C 74- LICENSE NO. PHONE NO. s . JOB LOCATION (ST. OR AVE.) ..4Z aa • E.. /a s -rtte i. LOT ICD 4 vi, BLOCK 4t SUBDIVISION “I ,+ S.16-01a, GENERAL CONTRACTOR SY ®( 5 r- 81?-4:V�t.-1), R S Can eL2.% r, C.Q. I ADDRESS PHONE NO. BUILDER'S NO. zs34 LICENSE NO. BOND DATE /1 2 " FF BUILDING PERMIT NO. '2 $' C DATE /)• $ 9 - � / PERMIT FEE $ 44 ZONE R. /rte REQUIREMENTS �B„-/®O CU. FT. PLAN CUBE 3 4% 3 7 2 CU. FT. EST. COST $ 'K O ®■ DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: C. id' )4/44L1. CC-. DATA /). Z8 -C. / NEW CONSTRUCTION TYPE C.8 STORIES ®'L ROOF CONSTRUCTION Ti d. . INTERIOR CONSTRUCTION 4 8 c ®ems oo-✓ 4 84-704 +f�e3 REPAIRS . DESCRIPTION �^ e �@p G7 .AiX, y c94, i A2 fm ..- 1�S7C — el �9 —A 4C/ /.1-, ALTERATION DE CRIPTION / /, _ /__ � Ga.5®� /� IA 4 1 ,3a 2 4 - tar, . 7i 3/NS a-... / .-A s — ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL I REASONS RE- SUBMITTED TO PLANNING E3OARD 1 SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. J ° Z/ I ISSUED I ��� 4 i n/j BY Y TO Q o ��C !.S fir{-. ^ BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE .lNSACTIONS DATE BY INSPECTIONS DATE BY FOUNDATION S4 ROOF 4 SEWER BUMS & LINTELS PERMIT NO. POOL SOLAR HEATER .1 FRAMING . EE G_ / /C. .71 y / Z 3 . �T AIR COND. GAS SEWER FINAL I CLEAN UP $ SLAB kit MOTORS 4 $ SLAB SOLAR HEATER FIXTURES $ TEMPORARY SERVICE DATE I $ SEPTIC TANK 7e ' = "A d S4 - M 2.Y L- 4 SEWER SPECIAL PERMITS PERMIT NO. $ SOLAR HEATER .1 TEMPORARY SERVICE .17L�C'8A . EE G_ / /C. .71 y / Z 3 . �T $ GAS SEWER H. W. HEATER CONN. I 4 $ SEPTIC TANK kit MOTORS 4 INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING REPAIRS L SPECIAL PERMITS PERMIT NO. DATE TUB & TOP OUT .1 TEMPORARY SERVICE .17L�C'8A . EE G_ / /C. .71 y / Z 3 . �T $ $ Z SEWER H. W. HEATER CONN. RANGE CONN. $ SEPTIC TANK kit MOTORS $ SOLAR HEATER FIXTURES $ Na FIXTURES S GAS CONTRACTOR • Vec... 7 /!, c •-+7G 7/C-( �L.. _ PHONE BY at , PERMIT NO. K/ v 1 DATE / _— FEE $ 37 V NEW BLDG. 1 ALTERATION I ADDITION REPAIRS L SPECIAL PERMITS PERMIT NO. DATE FEE .1 TEMPORARY SERVICE .17L�C'8A . EE G_ / /C. .71 y / Z 3 . �T $ $ Z t S - y H. W. HEATER CONN. RANGE CONN. $ kit MOTORS $ FIXTURES $ Na S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TFMP SERVICE ROUGHING H. W HEATER CONN RANGE CONN. & FINAL 1F.0� BUILDING INSPECTIONS 148 - PLUMBING PERMITS & INSPECTIONS �a CONTRACTOR L- 5 G"'L ( -C t eL.a+ ac�S PHONE PERMIT NO. z$7 1 DATE / l - (4 -4, / FEE $ Sr ' � NEW BLDG. 4 I ALTERATION 1 ADDITION REPAIRS SPECIALS PERMITS PERMIT NO. DATE ELECTRICAL PERMITS & INSPECTIONS FEE FIXTURES FI A "p APPROVAL TO POWER CO. FOR SERVICE DATE BY DOOR HEIGHT CONSISTS OF 6' -6 2 SECTIONS 18' 2 SECTIONS 21" 6' -9' 1 SECT1ON 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7' -3' - - 7' -6" 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21' 8' -3" 2 SECTIONS 18" 3 SECTIONS 21' 8' -6" 1 SECTION 18" 4 SECTIONS 21' 8' -9" 5 SECTIONS 2 - 9' 6 SECTIONS 18' - 9' -3' 5 SECTIONS 18" 1 SECTION 21' 9' -6' 4 SECTIONS 18" 2 SECTIONS 21' 9' -9 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3' 1 SECTION 18" 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10' -9' 6 SECTIONS 18" 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21" 11' - 3' 4 SECTIONS 18" 3 SECTIONS 21" 11' -6' 3 SECTIONS 18' A SECTIONS 21' 11' -9" 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12' -3" 7 SECTIONS 21" - 12' -6' 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18- 4 S TIONS 21' 13' -3" 3 SECTIONS 18" 5 SECTIONS 21' 13' -6' 2 SECTIONS 18" 6 SECTIONS 21' 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14' -3' 6 SECTIONS 18" 3 SECTIONS 21' 14' -6' 5 SECTIONS 18" 4 SECTIONS 21' 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3' 2 SECTIONS 18" 7 SECTIONS 21' 15' -6" 1 SECTION 18° 8 SECTIONS 21' 15' -9' 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILE` 8' -0" TO 9' -0" 2 9' -1" TO 11' -10' 2 12' -0" TO 13' -10' 3 14' -0' TO 15' -10" 4 15' -11 TO 16' -2" 5 1 M II ir frill A R 1 IlL.316 it=P:=*1 I 1 I 0 00 00 CENTER STILES SEE SCH. 'A' I- I- I r fA fA A li- X 11_11 A A A fl A A A OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. 1 MAX. DOOR WIDTH 16' -2" OPTIONAL FLUSH FACE WOOD GRAIN DESIGN r A L A 3 1-- x w 0 0 0 O K 0 O 0 In z 0 w W N 7 - /2' X .071' GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS 7 -1/2" X 05751' GALV. STEEL CENTER HINGE W/ (4) # 14 X 1/2" SMS LOCK 2/ DOOR SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FAST LNED w/ (4) # 14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE .�! L _.._ c Tn 1 CACt1V CA('1T W X.15THK.LATCH OUTSIDE HANDLE 7 ° X3 "X 0.1" STEEL PLATE WITH (4) #14 X 3/4' SELF DRILLING SCREWS END STILE PUSH NUT CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN CENTER STILES *1 11111 8' -0" TO 9 -0" DOOR WIDTHS D U 9' -1" TO 11' -10" 11* DOOR WIDTHS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 12' -0" TO 13' -10" DOOR WIDTHS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS SCHEDULE 'A' TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH (6) #14 X 3/4" SELF DRILUNG SCREWS 11 *11 111 i L 14' - TO 15' -10" 111!II DOOR WIDTHS *1 11011 l ti 15' -11" TO 16' - DOOR WIDTHS •ii LX ' ) Ir INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 05 02 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND 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 CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 stp 0 4 /1 0 0 0 N z O W V) z � VED S COMPLYING I1TN AFt'}cLiiJ AS vtj •11'17 )ii 1) �'�l)I/ Ii1f SOUTH FLORIDA BU4R DATE nN 0 BY ODUCT CO I. DIVISION BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE IUi.O / 0 Z3 0 0 03 "I UD O O 0 W ('3 J 1- z LIJ 0 W CC J z 0 0 W N m c 0 y ' 1 c 0 0 m a) 0 0 0 ,c 0 0 m 0 0 0 O 0 0 • in m 0 rn i 0 w 5 .0 u drawing no. 01 -19 (sheet 1 ° 3 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 83 84 B5 . B6 B7 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6'- 6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" HILT1 ,SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 6 CONC. 1" 6 3/8 BLOCK 1 -1/4" 8 CONC. 1 -1/4" 9 2" SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 14 GA. GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" NEX HEAD M. SCREWS & N HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES %WTI (2) 3/16" POP RIVETS 2 -3/4" X 5 -1/2 X 3" X _104" GALV. STEEL TOP ROLLER BRACACET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4 X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DA. X 4 -1/4" STEM OPTIONAL INSULATIONS BY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF N.0.A. # 98- 0904.04 OR ISO -25 POLY- ISOCYA'I URATE DENSITY = 2.0 PCF N.0.A. # 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FARMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENG21 = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SEDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/$" SMS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 4111:VIIMM/ 2-1/2 X 4-1/4" /4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1-1/2" X 14 GA. ANGLE, ��HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS V4.5 I1 m N TRACK CONFIGURATION PREPARATION OF JAMBS BY OTHERS HORIZ. TRACK SUPPORT AS READ. CAST ALUM. BY DOOR INSTALLER - s� CABLE DRUM �o 14 GA. GALV. STEEL TRACK 1 -1/2" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER W000 STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE 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 8" 0.C. OR 3/8" DIA. HILT1 SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR {J 5 BARS EXTENDING INTO FOOTING AND INTO 11E BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDF11ONAL TOP BRACKETS AT 10" O.C. 2" X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. 3" X 2" X 14 GA CONT. STEEL ANGLE 2" X 3" X .102" STEEL FLAT BRACKETS 0 ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" m SPOT WELDS ALTERNATE TRACK INSTALLATION i� Q4 Division t . MIN. EDGE DISTANCE h--3-3/4" TYPICAL Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 tl ?CV CONC.= MIN. 3000 PSI 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2 -1/8" X 1" X .078 GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT APPROVED t COMMIE, WITH THE SOUTH FLORIDA BUILI) + CODE DATE CT 0�,,.,uu BY PRODUCT CO ' I L DIVISION BUILDIND CODE COMPLIANCE OFFICE ACCEPTANCE HU. /- cf26.O/ 0 0 w 0 0 J Z w 0 (!1 w Q Z 0 w V) C N 0 .> 0 a ' 0 N 0 1) 0 0 ,c I 0 I 6 0 1 drawing no. 01 -19 (sheet 0 0 rn 0 w 0 f u 3 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILUNG S. 055" X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOTTOM) REINFORCING BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLE STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -3/4" LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE_ 0.55 S.G. f- 1 -1 / 4" 1.9" X 2.19" X 3.3" X .090 STEEL TRACK BRACKETS ---- SEE SHEET 2 FOR SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 1/2" X -3/4" X 16 GA. (o.os8 ") OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL INTERMEDIATE SECTIONS REINFORCING _ # 14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .056" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" 0.C. 1 -7/8" X 2 -5/8" X .049 STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 14 X /8 S.M.S. 4/ HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE 16 GA.X 2-1/4" X 2' GALV. STEEL LI.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. INTERIOR SIDE SECTION B -B POP RIVETS 7 - 1/2" X .071" END ROLLER HINGE TOP SECTION REINFORCING - 16 GA.X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. 3/4" X 2" X 2 -1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM 3 -3/4" MIN. DGE DISTANCE �{ I 1/4 -20 SS BOLT & NUT FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" O.C. 1/2 HILTI SLEEVE ANCHORS OR EQUAL 1-1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 0 ?OW 24 GA. STEEL PANEL END STILE .63 O4v2 APPROVED AS Cc:Win j laiiti it!: SOUTH FLORIDA BUILUiii CODE DATE OCT 0 �OO _ z °0 0 rn co w t o � — N � N 0 o O v cc d N z ° Z M ap Q Q a_ coo CC CV L.c., N M Z 3 to Z N M H I)ICT CON ' . DIVISION 131111111$6 CODE COMPLIANCE OFFICE ACCEPTANCE NO.0/ - 06 26. G / ( 0 0 0 WI op g O Q M (D LL ; n a ¢� w Z - 00 w W (nrnp lY O 6 J r". = z o�6 O 1= m cn w p -= ) w 0 . c 0 a 0 rn v a .0 0 0 c 0 t0 0 0 O 0 rn 0 w 0 N ( 0 co 1 0 0 w t— J .0 0 drawing no. 01 - 19 sheet 2 of 3 DOOR HEIGHT CONSISTS OF - 6' -6' 2 SECTIONS 18" 2 SECTIONS 21' '6' -9' 1 SECTION 18' 3 SECTIONS 21" 7' 4 SECTIONS 21 - 7' -3' - - 7' -6' 5 SECTIONS 18" - 7' -9' 4 SECTIONS 18' 1 SECTION 21 8' 3 SECTIONS 18" 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21" 8' -6' 1 SECTION 18" 4 SECTIONS 21" 8' -9' 5 SECTIONS 21" - i 9' 6 SECTIONS 18' - 9' -3' 5 SECTIONS 18' 1 SECTION 21' 9' -6" 4 SECTIONS 18" 2 SECTIONS 21 ". 9' -9' 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21' 10' -3' 1 SECTION 18" 5 SECTIONS 21' 10' -6" 6 SECTIONS 21" - 10' -9' 6 SECTIONS 18' 1 SECTION 21" 11' 5 SECTIONS 18 2 SECTIONS 21" 11' -3' 4 SECTIONS 18 3 SECTIONS 21' 11' -6' 3 SECTIONS 18" 4 SECTIONS 21" 11' -9' 2 SECTIONS 18" 5 SECTIONS 211 12' 1 SECTIONS 18" 6 SECTIONS 21 1 12' -3' 7 SECTIONS 21 - 12' -6" 8 SECTIONS 18" 2 SECTIONS 21" 12' -9' 5 SECTIONS 18" 3 SECTIONS 21 13' 4 SECTIONS 18" 4 SECTIONS 21"' 13' -3' 3 SECTIONS 18" 5 SECTIONS 21"' 13' -6" 2 SECTIONS 18" 6 SECTIONS 21"' 13' -9' 1 SECTION 18" 7 SECTIONS 21' 14' 8 SECTIONS 21" - 14' -3' 6 SECTIONS 18" 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21" 14' -9' 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3' 2 SECTIONS 18" 7 SECTIONS 21" 15' -6' 1 SECTION 18' : 8 SECTIONS 21" 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18" 4 SECTIONS 21"i .071' X 7 -1/2' GALV. STEEL ENO ROLLER HINGE w/ (6) J14 X 5/8' SMS — LOCK DOOR 3" X 1 - 1/2 ., ,. .1" STEEL WITH (2) #14 X 3/4" SELF DRIWNG SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 71' X 7 - 1/2' GALV. STEEL :LATER HINGE (4) #14 X 1/2" SMS SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE 000RS LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 0 0 0 z 0 0 W N z w 1- DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF Engr. OR. HUMAYOUN FAROOQ f.. }•:.Vs`_ T � iiit I TIE STRUCTURES !,!'1.;71 '� "'j CODE FLA. PE / 16557 t :I , t. .:. . • . . GENERAL NOTES 1. THIS STRUC7;JRE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COD = 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR :T000O. .I THESE DETAILS Oz= NOT PAR T 3. ALL BOLTS, NUTT; AND WASHERS SHALL BE ZINC PLATED CARBON STEEL JUL 13.-2 1, •, / 4. ANCHORING OR LOADING T O F THIS OTHER THAN THOSE SHOWN IN %::.• - i- OSl6.03 OF THIS APPROVAL AUG i ; _ 2001. Z co 0 rn ,o z W o0 1--, ao o a .. O to N w 0 Z o of 3 o < < I R V; 0 f=1 w n C O N 0 0 N 0 7 1 i 0 0 0 0 1 1 0 0 w 0 co 0 N) W r) Q J Z H LA so CO cn Ce • . Q O z � o = to 6 J CV LC • -- d 0 v 0 c 0 0 ) drawing no. 01 -09 sheet 1 of 3 SECTIONAL RESIDENTIAL GARAGE DOOR I - CENTER STILE r -- A IH013H 21000 FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT / / / II I I--�I ( , I .81 ■ se .8t v ./ v 1 / >( \ / \ ,` I / L_ OPTIONAL VENT OPTIONAL FLUSH FACE MAXIMUM OPENING AREA WOOD GRAIN DESIGN 120 SQ. IN. MAX. DOOR WIDTH .071' X 7 -1/2' GALV. STEEL ENO ROLLER HINGE w/ (6) J14 X 5/8' SMS — LOCK DOOR 3" X 1 - 1/2 ., ,. .1" STEEL WITH (2) #14 X 3/4" SELF DRIWNG SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 71' X 7 - 1/2' GALV. STEEL :LATER HINGE (4) #14 X 1/2" SMS SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE 000RS LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 0 0 0 z 0 0 W N z w 1- DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF Engr. OR. HUMAYOUN FAROOQ f.. }•:.Vs`_ T � iiit I TIE STRUCTURES !,!'1.;71 '� "'j CODE FLA. PE / 16557 t :I , t. .:. . • . . GENERAL NOTES 1. THIS STRUC7;JRE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COD = 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR :T000O. .I THESE DETAILS Oz= NOT PAR T 3. ALL BOLTS, NUTT; AND WASHERS SHALL BE ZINC PLATED CARBON STEEL JUL 13.-2 1, •, / 4. ANCHORING OR LOADING T O F THIS OTHER THAN THOSE SHOWN IN %::.• - i- OSl6.03 OF THIS APPROVAL AUG i ; _ 2001. Z co 0 rn ,o z W o0 1--, ao o a .. O to N w 0 Z o of 3 o < < I R V; 0 f=1 w n C O N 0 0 N 0 7 1 i 0 0 0 0 1 1 0 0 w 0 co 0 N) W r) Q J Z H LA so CO cn Ce • . Q O z � o = to 6 J CV LC • -- d 0 v 0 c 0 0 ) drawing no. 01 -09 sheet 1 of 3 SECTIONAL RESIDENTIAL GARAGE DOOR • . STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. OPTIONAL STOP MOULDING BY DOOR INSTALLER ,/, 1 MAX. 1.9' X 2.19" X 3.3" X .102 STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8 TRUSS HD. SLOTTED M.S. & LOCK NUT • • ° 4 . _ X 14 X 5/8" SMS 6 PER HINGE r lr_u 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4" X .059" FORMED STEEL - GLUED TO PANEL AND SECURED TO END STILE WITH 3/16 POP RIVETS 0 12 0.C. 1 -7/8" X 2 -5/8° X .045° STE'l CENTER STILE. CLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 7-1/2" X .050" GALV. STEEL CENTER HINGE - SECTION B -B #14 X 5/8" S.M.S. 4/ HINGE INTERIOR SIDE POP RIVETS 7-1/2" X .071" END ROLLER HINGE -a. 3 -3/4" MIN. EDGE DIST. . 1 / 4 . 4" FLAPS BENT OVER PAIJEL 1/2" PUNCHED HOLES 0 4° 0.C. 3/4 X 2" X 2 -1/2' X 18 GA. S1ttL (0.044 ") END STILE. CONNECT TO PANELS WITH FLOPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 5/16' HILT] SLEEVE ANCHORS OR EQUAL 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT 6c NUT 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM Engr. DR. `+UAIAT0UN FAROOQ 51RUC'URES FlA PC 16557 JUL 12 2001 24 GA. STEEL PANEL 3/16 ALUM RVETS END STILE A.F' !Y'LD AS CO ?.!PI.�iNG Mill THE SOOT:: FLOr!^.1 C!!I.D!! :G CODE V Z._ AUG ._2001 •l;c. 0/7_0$i. 03 ( nil c 43.1 c 0 2 1 0 co O V j M < J U i ▪ a Z 1-0 o co w tO (n rno 1 o 3 � �' • z o = co J aNQ w o ^_► a) 0 0 0 C 0 N 61 ) n c u drawing no. 0 1 —09 (sheet 2 of 3 ) DOOR • SECTION HEIGHTS I BRACKET PLACEMENTS HEIGHT 1ST 2ND 3ROI4TH15TH B1 I 82 1 83 1 84 85 86 87 88 6 -0 18" 18" 18' X18 (N /A 1" 11 -3/4 ° 1 23" (. 34" 45' 56 67 - 6 -6" 21" 18" 18' 21° N/A 1" 11 -3/41 23" 34 45' 56" 67" - 7 -0" 21" 21" 21" 21 N/A 1 11 -3/4' 23" 34" 45" 56 67" 78 -1/4" 7' -6" 18 " 18" 18'118" 18" 1" 11 -3/4 "1 23 " 34" 45' 56" 67" 78 -1/4" 8 -0" 21" 18" 18'118'12r 1" 111 -3/4 - 1 23' ( 34" 45" 56" 67" 78 -114" SLEEVE ANCHOR SPACING ANCHORI STRUCTURE EMBED I SPACING BLOCK 11:11//44"1 1 -1/41 1-1/41 " 1 11 1, 14' 17 5/16° 1 CONCLOC. BLOCK 3/8' { CONC. 2 � T POP RNETS .089' GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16-18 X 3/4' HEX HEAD M. SCREWS & NUTS SECTION A -A HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059 FORMED S.U. GLUED TO PANEL AND FASTEN TO VERTICAL STILES WITH (2) 3/16" POP RNETS 2 -7/8 X 5 -1/2° X 3 X .1 GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) 1 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2 X 1 -3/4" X .059" FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RNETS 7/16 DIA X 3 -3/4" ROLLER SHAFT QPT1ONAI INSUI ATIONS 8Y 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSRY 1. 1.07 PCF N.OA j 98- 0904.04 OR 150 -25 POLY - ISOCYANURATE DENSITY I. 2.0 PCF N.OA j 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) # 14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING OUAUTY G-40 MIN. YIELD STRENGTH I. 39 KS! WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL . 12 CA. GALV. STEEL . 80 W/ ( BRACKET 4) j 5/ F FASTENED BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1' S.M.S. 0 48' 0.C. AND RUBBER WEATHERSTRIPPING 5/16' X 1 -5/8" LAC SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET x 0 lal S 0 z z W a 0 CAST ALUM. ____-CABLE DRUM 2 -1/2 X 4 - 1/4' X .1 SIttL PLATES WELDED TO 1-1/2' X 1-1/2" X .089" ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 0 w S 0 0 0 m 1 TRACK CONF1GURATIQj.{ °- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10 0.C. 14 CA GALV. STEEL TRACK 2' X 3 -1/2" X 12 GA. TRACK BRACKETS 2-3/16' HIGH CONNECTED TO TRACK WITH ONE 1/4' BOLTS & NUTS. 1 -1/2" WOOD FRAME Rtill DINQ STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 ?RESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. f- WO ,9D BUCK CONNES�ILoN TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE 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. HILTI S..EEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12' O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR j 5 BARS EXTENDING INTO FOOTING AND INTO TIC BEAMS. ALL BARS SHALL BE CONTINUOUS FROM T1= BEAMS TO FOOTING. PREPARATION OF JAMEY;$ BY OTHERS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM HORIZ. TRACK SUPPORT AS REDO. BY DOOR INSTALLER 1/4' 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. u 1 -1/4' X 2 -1/2' X 14 GA CONT. STEEL ANGLE .102' GA GALV. STEEL FLAT BRACKET t 3' LONG 0 t12 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION Engr. DR. HUMAYOUN FAR000 STRUCTURES F1A PE j 16557 JUC1 .2001 MIN. EDGE • DISTANCE ••, 3..3/4'• . 1 ,. TYPfc4L 1 - 1/2" 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HO. SLOTTED M.S. & LOCK NUT /,* ^'.;ovED AS COMPLYIi;G WITH IIIE .HP, FLO.ID.1 DUIIDIIG CODE . CIIICE !.CCITT ;,NICE so.ol - os1G. 63_ l i0 z W I N 0.O m N d 0 IX a. (] In U w n 0 Z n o of o : «4. 0 to l4r c/1 0 J W PI d w - t 0 0 0 0 0 c co O M M Q J W N 0)p O • Z 2 to 6 QI J _ Q gr 40 m C nr i 1 O na U •0 0 0 ■ c C I O 0 .0 drawing no. 01 -09 (sheet 3 of 3