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Home My WebLink AboutProject info, 20210127114649Y NOTES; (UNLESS OTHERWISE SPECIFIED) 'L RATFD DESIGN LOAD +46/-52 PSF, 2. SECTION HEIGHTS MAY VARY TO CREATE VARIOUS DOOR HEIGHTS, 20.8' MAXIMUM SECTION HEIGHT. 3. FOAMSTOP OR JAMB SEAL ON ALL JAMBS REQUIRED TO MEET NEGATIVE DESIGN PRESSURES NAILED 6' O,C„ 4. TESTED IN ACCORDANCE WITH DADE COUNTY PROTOCOLS TAS 201-94, TAS 202-94, & TAS 203-94, 5. DOOR SKIN MUST BE 25,000 PSI MIN, YIELD STRENGTH, 6, JAMB LOAD CALCULATIONS+ (112 DOOR WIDTH)(1 FT OF HEIGHT)(DESIGN PRESSURE) (450(1 FOOT)(46,00 AND-52,00)(210,062/-237,484) LB. 7, JAMB FASTENER REQUIREMENTS: F,=(1/2 DOOR WIDTH)(1 FT OF HEIGHT)(DESIGN PRESSURE) F,=237.484 LBS, 8. DOOR SKIN MATERIAL SHALL BE GALVANIZED ACCORDING TO ASTM A-525 TO 630 MIN, WITH BAKED -ON PRIMER, AND BAKED -ON POLYESTER PAINT TOP COAT. 9. FOR ANCHORING INTO WOOD,USE ONE 5/16' LAG SCREW PER JAMB BRACKET WITH 1-112' EMBEDMENT INTO SOUTHERN PINE (G=0,55) OR BETTER. 10. APPROVED INSULATED AND NON -INSULATED BODO (25GA), 8100 (25GA), 8200 (25GA), B024 (24GA), 8124 (24GA), 8224 (24GA), 11. WELD SLOT ON ANGLE AND 3/32' X V LONG ON 12' CENTERS. 'IF WELDING MOUNTING OPTION IS CHOSEN' 12, LIFT UP MECHANISM -MANUAL, CHAIN LIFT, OR OPERATOR IS NOT PART OF THIS APPROVAL, 13, STANDARD LIFT, HIGH LIFT, VERTICAL LIFT, AND LOW HEADROOM TRACK IS AVAILABLE, FOR LOW HEADROOM LIFT CONDITIONS TOP BRACKET SHALL BE 13 GA LHR 7/4 TOP BRACKET WITH A MIN OF (3) 1/4 - 14 X 7/8' SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON BRAVING, U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 14. ATTACH STRUTS WITH (2) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP, LOCATED WITHIN 6' , +/- 3' FROM TOP OF SECTION. 15. KEY LOCK, SIDE LOCK, OR OPERATOR REQUIRED, 16, IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED INTERMEDIATE SECTION OR TOP SECTION. GLAZING SHALL BE 114' POLYCARBONATE, 13-3/4' X 20-1/8' MAXIMUM SIZE, FASTENED WITH 1 B X V SMSt 3X MIN ALONG THE HORIZONTAL AND 2X MIN ALONG THE VERTICAL SEE DETAIL F-F ON SHEET 2 FOR ASSEMBLY DETAILS, 17. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUIL➢ING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, NON-INSUI ATION 2. B 18,04 I OPTIONAL 20 INSULATION-J 1 SECTION C-C ] PCF EXPLANDED POLYSTYRENE SCALE It 4 _ JgMI BRACKET PLACEMENT VARIES Digitally signed by John E. Scates P.E. ON DOOR HEIGHT Date: 2020.04.13 14:54:41-05'00' 15 GAUGE VERTICAL TRI s. Sc4j 'r; GEAfa`�"i4l� • '►� No.51737 I *, Vag :• .0 : STATE OF ; . � Z////�S 2• TRACK ANGLE JOHN E. SCATES, PE 2560 KING ARTHUR BLVD #124-54 LEWISVILLE, TX 75056 FL PE 51737 TX PE 5630862203 SECTIDN D-D PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR SCALE It 4 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. DE,T, STANDARDELIFT CLEAR BACK DETAILS ON SHEET 3) GAUGE IRIZONTAL TRACK PS ONLY) �ST££L SECTION SKIN STAINER WEATHERSEAL (ASTRAGAL] DETAIL B SCALE 11 4 A DIVISION OF OVERHEAD DOOR CORP 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 050-474-5890 FOAMSTOP/ JAMB SEAL. MIN 7/16' THICK, NAILED EVERY 6' ON CENTER. G 1fiGA X 3' ENDSTILES pp,,T�TACHED OGA X 3' CENTER STILES TO THE DOOR WITH AD�IESIVE ATTAC� D TO THE HOOK WITH DOOR JAMB AND (4) &-15X9/16' S EWS ADHF�SIVE AN31 (4) TSRX9 16' SCR WS INTERPRET DIMS & TOLS PER ASME Y14,5M ALL DIMS ARE IN INCHES DO NOT SCALE DIMS CIRCLED WITH SYMBOL ' O ' ARE CRITICAL TO QUALITY DESIGN FEATURES & MUST MEET APPLICABLE IN -PROCESS INSPECTION_STANDARDS, SECTION A -A SCALE 1 1 12 X =14 XXX = 1.010 ANGULAR = +,5 HOLES: 0,251=+,004/-.003 0.251-0.500 +,006/-,003 � vnn=+.nnR/-.w TRACK dyne Dalton PENSACOLA, FLORIDA 8000/8100/8200 9'0' MAX WIDTH WINDLOAD SPECIFICATION fSIZEfDWG NO. REV OPTION CODE 1104 1 D I D-327013 P-N SCALE 1:12 1 UOM = EA ISHEET 1 OF 4 NOTES+ (UNLESS OTHERWISE SPECIFIED) 75' EDGE DISTANCE 3' t OF C24 WS.c I MIN -1/8' / �DGE DISTANCE f 2 X 6 113 (G-0.55) OR BE TT WOOD MIA]NTED TO #3 SOU HERN PINE SUBSTRATE 2 X 6 03 SP (G=0.55) OR OUTER—� 5/16' X 1-5/8' LAG. SCREW INTO MIN. 2 X 6 13 SP (6=0551 OR BETTER. ( SEE HOOF LOCATIONS ON SHEET I FOR 16 GA JAMB BRACKET (10) 118 X 1' SHEETMETAL SCREW GLASS BITE 0.`. INTERIOR FRAME - 6063-T6 ALUMINUM MOUNTING TO WOOD JAMB DETAIL ±1' EDGE DISTANCE �y 1 _ VF X 9/16' TRACK CLIP--' OI BOLT AND 1/4-20 X 9/16' 1 A HEX NUT TRACK BOLT AND A 114-20 HEX NUT Si 14GA BOTTOM FIXTURE ATTACHED TO SECTION WITH(4) 1/4-14 X 7/8' SELF DRILLING CRIMPTITE SCREW° -DAYLIGHT OPENING=9 3/4'Xl5 7/8' A' POLYCARBONATE EXTERIOR FRAME 6063 -T6 ALUMINUM M SECTION WINDOW DETAIL SECTION F - F SCALE 1 4 No. M737 r � Jrs ' r� �O STATE OF r • �i �pac� `•.�L ORIOP,•• ? l/ s �nNA; �?b�N iIII1 JOHN E, SCATES, PE 2560 KING ARTHUR BLVD #124-54 LEWISVILLE, TX 75056 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF VIN.DLOAD CONSTRUCTION DETAILS, MOUNTING TO STEEL JAM_$ DETAIL DETAIL K SCALE 1 4 16GA STII JAMB BRA," TYPICAL TRAGIC AND. JAMS FASTENERS DETAIL 3/8' DIA. SIMPSON TITEN HD FASTENER MAX. OF 8' .C., 2-3/4' MIN ENBED INTO MIN, I PSI GROUT FILLED CMU, MIN 4' EDGE DISTANCE 1 1-12 IN 3/16' THICK STEEL FOR MOUNTING GA CONT. LL ANGLE (S FOR OR NUT WOOD MOUNTED TO GROUT FILLED lAh SOi4RY .BLOCK DETAIL ANCHOR V O.D. WASHER 3' EDGE DISTANCE X 6 #3 SP (G=0.55) OR BETTERS O.D. WASHER WOOD MOUNT TO 004PST CONCRETE DETAIL 4' EDGE DISTANCE - 2 ANCHOR. OF1111INS: 03/B' DIA. SIMPSON TITEN HD FASTENER; 2-3/4' MIN EMBED INTO MIN. 1900PSI GROUT FILLED 51S➢& AK 4' EDGE DISTANCE HILT{ KWIK BOLT 3. EXPANSION ANCHOR 2-1/2' MI EMBED, MIN. 4' EDGE �� DISTANiL�E 7�/TI(SEE DOOR ELEVATION ON SHEET 1 FOR HOLE LOCATIONS) MOUNTING TO GROUT FILLED MASONRY DETAIL J SCALE 1 4 BLOCK DETAIL SECTION E - E SCALE 1 4 _TXTURE CUMMi 114E BRACKET HINGE NPTITY SCRE1 13GA MIN CONTINUOUS r ANCHOR 1' O.D. WASHER MOUNTING TO 200OPSI CONCRETE DETAIL 13GA ROLLER SLIDE ATTACHED TO TOP FIXTURE WITH 1/4-18 BOLT jNB NUT IN CENTER SLOT AND 1/4-20 X 9/16' TxxACK DOLT AND 1/4-20 HEX NUT THROUGH ALIGNING HOLES 7/16' DIA. STEM TOP AND BOTTOM ROLLERS DETAIL H SCALE 1 : 4 OPTIONAL WALL ANGLE TRACT{ RACK ,CHEDULE i,t:x OR T WITH 13GA MIN CONTINUO1" WALL ANC (2) 1/40/16 SEMI o (2) 1/4-20x9/16 TRAC TUBULAR RIVET BOLT AND 1/4-20 HEX TYPICAL TRACK CLIP RIVETING DETAIL TYPICAL TRACK CLIP BI]LT NG DETAIL UNL=ERVISE SPECIE THIRD ANGLE PROJECTIDN INTERPRET DIMS & TOLS PER ASME Y14,5M TOLERANCES-, = ±,1 z ALL DIMS ARE IN XXXX = 1,010 INCHES ANGULAR = +,5 ° A DIVISION OF OVERHEAD DO NUT SCALE HOLES: DOOR CORP DIMS CIRCLED WITH SYMBOL ' 0 ' ( 0.251 0.251-0.500 =+.004/-, =+.006/-, 3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN > 0.500 =+.008/-, PENSACOLA, FLORIDA 32514 FEATURES & MUST MEET APPLICABLE A (850)-474-9890 IN -PROCESS INSPECTION STANDARDS. HD FASTENER, MAX. OF D INTO MIN 2000 PSI 4STANCE FDGE DISTANCE 3 AN(:HOR OP1 IONS: 1.) 3/8' DIA. SIMPSON TITEN HD FASTENER 2-1 MIN. EMBED INTO MIN 2000PSI CONCRETE, KIN. 3' EDGE DISTANCE 2.) 3/9' DIA. HILTT KWIK BOLT 3, EXPANSION ANCHOR 2-I12' MIN, EMBED, MIN. 4' EDGE D STWJL�E 3 318' DIA, POWER LOK/BOLT, EXPANSION AAN HOORR 1-5/B' MIN, EMBED, MIN 4' EDGE x(SEE DOOR ELEVATION ON SHEET I FOR HOLE LOCATIONS) % WIDE BODY END HINGES. HINGE IS 14GA, -ATTACHED WITH (6) 1/4-14 x 7/8' SELF DRILLING C IMPTITE SCREWS (2) OF WHTLH AR W-80ARD 0. DETAIL K SCALE 1 4 136A MIN TRACK CONTINUOUS WALL ANGLE �O f I& MIN TRACK EDUCE CLIP SEE SCHEDULE OR T WITH O 1/1-20 TRACT( OR CA RR.[AG£ DOLT WITH RSW TYPICAL TRACK'CLIP WELDING DETAIL DATE I ayne 4-11-19 , Mlton- PENSACOLA, FLORIDA _ -_ o�a�uu ao cres HrrN v I - 1]ESCRIPTION MATERIAL - 8000/8100/8200 9'0" MAX WIDTH FINISH - WINDLOAD SPECIFICATION SIZE DWG NO. REV OPTION CODE 1104 D D-327013 IP-08 A SCALE 1:12 UOM = EA SHEET 2 OF 4 NOTES1 (UNLESS OTHERWISE SPECIFIED) CENTER STILE AND INTERMEDIATE HINGE LOCATIONS i- 1� DOOR IiEEGEEi STANDARD LIFT TRACK DETAIL JOHN E. SCATES, PE 2560 KING ARTHUR BLVD 4124-54 LEWISVILLE, TX 75056 FL PE 51737 TX PE 56.3081F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. DOOR HIGH LIFT TRACK DETAIL 'ERTICAL LIFT -RACK DETAIL DOOR HCIGHE -1•'- 1 LOW HEADROOM TRACK DETAIL 18) SECTION MORS WITH m 3' 20GA 80KSI U-BARS LOCATED AS SHOWN 17) SECTION DOORS WITH (8) 3' 20GA 80 KSI U-BARS LOCATED AS SHOWN — 16) SECTION DOORS WITH (7) 3' 20GA 8.0 KSI U-BARS LOCATED AS SHOWN --- N (5) SECTION DOORS WITH (6) 3' 20GA BO KSI U-6ARS LOCATED AS SHUVN — (4) SECTION DOORS WITH (5) 3' 20GA 80 KSI U-BARS LOCATED AS SHOWN ----� 3' STRUT ATTACHED WITH (2) 1/4-140/8' SELF DRILLING CRIMPTTTE SCREWS AT EACH.STILC LOCATION DETAIL 0 SCALE 1 : 4 THIRD ANGLE PROJECTION INTERPRET DIMS & TOLS I11LLKAN4U- PER ASME Y14,5M + 1 XXX = 03 ALL DIMS ARE IN XXX = ±.010 INCHES ANGULAR = :.5 ° A DIVISION OF OVERHEAD DO NOT SCALE HOLES DOOR CORP DIMS CIRCLED WITH SYMBOL ' O ' � 0.=+,004/-,003 0,2 1 50000 =+.006/-,003 3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN )0 PENSACOLA, FLORIDA 32514 FEATURES & MUST MEET APPLICABLE '5 .UUVL NLD ALL ULUMLIKY (850)-4.74-9890 IN -PROCESS INSPECTION STANDARDS, HrrruVL.0 — MATERIAL - FINISH WINDLOAD SPECIFICATION OPTION CODE 1104 STRUT LOCATIONS SCALE I ; 16 ATE e -I1-19 �;p��_ PENSACOLA, FLORIDA 15��oY na.oYs DESCRIPTION 8000/8100/8200 9'0" MAX WIDTH SIZE DWG NO. REV D D-327013 P-08 SCALE 1:12 UOM = EA SHEET 3 OF 4 NOTES: (UNLESS OTHERWISE SPECIFIED) 1. Fia DTHENSIpkS AND NOTE REEERENCES,'REF£R TQ INAPI[DL6�4L DRAWINGS. G,51 ❑ o o U 270 0 8 0 0 0 ❑ u u °o °o TOP FIXTURE ASSY. BASE TOP FIXTURE 11GA 1.38 4.60 L*�'�loll BOTTOM FIXTURE 14 GA TOP FIXTURE DETAILS BRACKET. TQP, RES, LHR_ 12 GA BOTTOM FIXTURE DETAILS ��1111 � 1 rl►►►�i No.5iT37 r i STATE OF Q,c► OR% P, • ��,� IitIII% JOHN E. SCATES, PE 2560 KING ARTHUR BLVD #124-54 LEWISVILLE, TX 75056 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. + �F 4 L92 4 I-2.757 6� ROLLER CARRIER 13GA R238 LENGTH = DOOR WIDTH -1' 8 2.15 ,rt95 4 .034 THICK 3' STRUT OPEN WL (UBAR) 80 KSI MIN. YEILD STRENGTH, 3' X 20GA 'D' REF. 0L?8 J 3 .75 - 2.83 - .15 #1 END HINGE / CENTER HINGES 14GA 49.44 REF 9.31 REF, 1-81 P.fF- ROLLER ASS.Y, 2' WL 1114 (STEEL R11L END HINGE 13GA HINGE DETAILS .4M1 RE1 1'36 REF. 1.01 REF. .M16� ROLLER ASSY, 2' WL 1144 (NYLON ROLLER) ROLLER STI=M ASSY DETAILS A DIVISION OF OVERHEAD DOOR CORP 3395 ADDISON DRIVE PENSACDLA,.FLORIDA 32514 (850)-4.74-9890 INTERPRET DIMS & TOLS PER ASME Y14,5M ALL DIMS ARE IN INCHES DO NOT SCALE DIMS CIRCLED WITH SYMBOL ARE CRITICAL TO QUALITY DESIGN FEATURES & MUST MEET APPLICABLE IN -PROCESS INSPECTION STANDARDS. STRUT DETAILS 2X 0.13 (777111 L73 I.44 I ! �3,75- 2X 0.31 JAMB BRACKET 16GA ,X = 1.1 AX = 1.03 XXX = ±,010 ANGULAR = 1.5 ° HOLES; ( 0.251=+.004/-.003 0.251-0.500 +.006/-.003 ) 01.500=+,008/-.003 SIDE LOCK ASSY, LOCK DETAILS BRACKET DETAILS WINDLOAD SPECIFICATION OPTION CODE 1104 605879-0002 SCREWS 1/4-20 X 5/8' W L� N -39 �=152 FLAG ANGLE 13GA 1- jl ii Dyne PENSACOLA, FLORIDA Daltar� DESCRIPTION 8000/8100/8200 9'0' MAX WIDTH SIZE DWG NO. REV D D-327013 P-08 SCALE 1:12 UOM 7 EA ISHEET 4 OF 4