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Home My WebLink AboutProduct Approval NQTESL REVISIONS 1. NON-IMPACT RESISTANT GLAZING OPTION - .090" SEE U-BAR NOTE ON SHEET P3 CHANGES TO GENERAL MINIMUM ESS GLAZING IN MOLDED FRAMES SCREWED 13 GA HORIZ ANGLE 2 FOR U-BAR INSTALLATION FORMAT AND CHANGED TOGETHER WITH A MINIMUM OF(6) #Bxt' SCREWS FOR U-BAR FASTENER TYPE GLAZING WITH A MAXIMUM LENGTH OF 16.75" OR(10) AT END CAPS AND #8x1"SCREWS FOR GLAZING WITH A MAXIMUM LENGTH OF 13 GA FLAG ANGLE BOTTOM RETAINER. M4 39" INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH I DOOR CHANGED CENTER HINGE , Fc� OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM GAUGE AND ADDED STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. 16 GA MIN HORIZ_ LOUVER OPTION. l GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1 TRACK CHANGED STRUT .J GLAZ NOT IS NOT IMPACT RESISTANT AND DOES NOT MEET IDENTIFICATION METHOD THE REQUIREMENTS FOR WINO-BORNE DEBRIS REGIONS. 5/1 bx1-5/B' SHEET 2 FROM COLORED PAINT TO A� LAG SCREWS STAMPED NUMBER. m! 2. IMPACT RESISTANT GLAZING OPTION - IMPACT {MIN 3 AS GRT 3/07/06 RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP SHOWN) e OR INTERMEDIATE SECTION(WITH OR WITHOUT DECORATIVE 16 GA MIN VERT _ 18 GA OPERATOR STILE FACTORY P4 ADDED IMPACT INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR TRACK ADHERED TO CENTER OF TOP SECTION RESISTANCE TO DOOR. POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A ADDED JB JAMB BRACKET MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF AT 2' LOCATION. ADDED 50.08". GLAZING IS IMPACT RESISTANT AND DOES MEET 5/115A-5/8"LAG 20 GA END CAP MODEL 6100. MODIFIED THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SCREW AT EACH NOTE 8 TO STATE THAT SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. JAMB BRACKET LOUVERS ARE NOT IMPACT GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS RESISTANT. ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE 1/4-20x9/16"TRACK CRT 6/6/07 DETAIL C SHEET 2), 18 GA J-STRUT SCREWED TO LOWER BOLT AND 1/4-20 HEX PS MODIFIED JAMB INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE NUT AT EACH JB JAMB , FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL(1) BRACKET LOCATION - BRACKET SCHEDULE FOR ' FAT OPTION. ADDED LHR 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW TO ATTACH TRACK DETAIL SHEET 2. THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE CRT 4/17/08 AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. B P6 ADDED IMPACT RESISTANT GLAZING. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" HEl7 ADDED TEXAS LICENSE O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS NUMBER TO TITLE BLOCK. MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. CHANGED LOUVER NOTE. 4. KEY LOCK, SLIDE LOCK, OR OPERATOR REQUIRED. 15 GA STIFFENED INCREASED MAX HEIGHT JAMB BRACKETS LI BAN ADDED HIGH 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN SEE SCHELDULE FOR I C I LIFT ANO ROOF PITCH PLACE POLYURETHANE FOAM INSULATION CHEMICALLY QUANITY, LOCATION, "I TRACK NOTE. ` BONDED TO 30 GA MINIMUM FACER STEEL AND A AND TYPE HEET 2 GIRT 7/22/08 POLYLAMINATE BACKER.END CAP TO HAVE A MINIMUM TYP _ 1.1' DEPTH. GRTU8/26/DO TITLE BLOCK v` KEY LOCK OR SLIDE LOCK 6. THE DESIGN OF THE SUPPORTING STRUCTURAL (NOT REQUIRED WITH ELEMENTS SHALL BE THE RESPONSIBILITY OF THE OPERATOR - SEE NOTE PROFESSIONAL OF RECORD FOR THE BUILDING OR 4). SLIDE LOCK SHOWN STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING FOR CLARITY CODES FOR THE LOADS LISTED ON THIS DRAWING. 7:DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR NOTE: (4) SECTION (� ^ ATTACHMENT TO SUPPORTING STRUCTURE. SOLD DOOR SHOWN. SEE \v\ SHEET 2 FOR U-BAR D S.LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED LOCATIONS ON DOORS FRAMES SCREWED TOGETHER WITH A MINIMUM OF(6) WITH OTHER SECTION - HEET #8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. QUANTITIES AND SEE LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET NOTES 1 AND 2 ON THIS THE REQUIREMENTS FOR 'MND-BORNE DEBRIS REGIONS. SHEET FOR GLAZING OPTIONS, JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE N0. OF JAMB LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK(ALL DIMENSIONS t 2') MAX 7'-0' 4 4 01 " (JB), 13" (01), 45-1/4" QI, 63" (JB) DOOR DOOR UNIFORM LOAD EACH JAMB PLF T-0' 4 4 FAT (JB), 10" (JB),-42' (JB), 63-1/4" (JB) VA0114 HEIGHT ( ) 5 5 QI " (JB), 13" (QI), 34"(JB), 47-1/4" (QI), 67" (QI) 8'-O" ALL -+107 B.�123,2-_ 8'-0" 5 5 FAT (JB), 10" (JB), 29-3/4" (JB), 48' (JB), 66° (JB) 63 199T=0� 'AFL �. >"8-0"/HIGH UFT ROOF PITCH SEE NOTE BELOW (JB)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16"TRACK BOLT AND NUT. QI)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. LL DOORS WITH HIGH LIFT, ROOF PITCH,AND/OR GREATER THAN S'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A yragne® DESIGN (PSF): +26.90/-30.80 MAX WIDTH: 9'-o" DATE NAME TEST (PSF): +40.35/-46.20 MAX HEIGHT: 8'-9" DRAWN 1 3/7/06 CRT JOHN E.SCATES,PE Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB 3121 FAIRGATE OR. MODELS 5120�6100�9100 SHEET 1 of 2 CARRO ON,Tx 7 R. FL PE 51737 Tx PE 56306/F2203 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACCOo,4FLORIDA 32514 �/,�I NDLOAD SPECIFICATION OPTION CODE 0228 318958 P7 VERIFICATION OF YMNOLOAD CONSTRICTION DETAILS. 13 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE ATTACH BOTTOM BRACKET REVISIONS FIXTURE ATTACHED TO WITH THE(8)PRE—PULUPWAARD TOP FIXTURE TO BOTTOM U—BAR WITH (2) U P3 CHANGES TO GENERAL PRE—PUNCHED HOLES /' HOLES EACH END FACIARD 1/4^14x7/8" SELF DRILLING FORMAT AND CHANGED IN BOTTOM OF U—BAR AND ATTACH THRU ENT CRIMPl1TE SCREWS U—BAR FASTENER TYPE WITH(2)1SCREW 5/8' EACH END WITH (2)1 /8' / AT END CAPS AND CRIMPTI7E SCREWS SELF DRIWNG CRIMPTIWS I 1 BOTTOM RETAINER. FOR STANDARD TRACK ) CHANGED CENTER HINGE O1/4-14x7/8" SELF DR GAUGE AND ADDED CRIMPTITE SCREWS FO LOUVER OPTION. HEADROOM TRACK(2 H "°° CHANGED STRUT ARE USED TO ATTACHTOP IMPACT BOTTOM BRACKET IDENTIFICATION METHOD BRACKET AS SHOWN). FROM COLORED PAINT 70 DETAIL A LOW HEADROOM TRACK STAMPED NUMBER.GIRT 3/07/05 DETAIL A P4 ADDED IMPACT 13 GA ROLLER SLIDE ATTACHED TO RESISTANCE TO DOOR.ADDED JB JAMB BRACKET PRE—PUNCHED HOLES IN TOP OF U—BAR PLACE U—BAR OVER INTEGRAL RIB WITH (5) SECTION DOORS AT 2" LOCATION. ADDED WITH (2)1/4-14x5/8' CRIMPTITE SCREWS, THE(8)PRE—PUNCHED HOLES EACH END USED ONLY ON IMPACT S WITH (6) 3", 20 GA, MODEL 6100.MODIFIEO USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO GLAZED BECKON —71 80 KSI U—BARS NOTE 8 TO STATE THAT PROPER ALIGNMENT OF ROLLERS CAP AT EACH END NTH (2) 1/4-14z7/8" GA REINFORCEMENT LOCATED OVER LOUVERS ARE NOT IMPAC SELF DRILLING CRIMPRTE SCREWS BRACKET ATTACHED INTEGRAL RIBS AS RESISTANT. 15 GA HINGE ATTACHED EXCEPTION: U—BAR PLACED OVER TOP WITH (4) 1/4-14x7/8" SHOWN CRT 6/6/07 WITH (4) 1/4-14x5/8' RIB ON THE BOTTOM SECTION SHALL ONLY SELF DRILLING BE ATTACHED THRU END CAP AT EACH CRIMPTITE SCREWS(2 (4) SECTION DOORS CRIMP111E SCREWS(2 OF PS MODIFEO JAMB WHICH ARE FACTORY END WITH(1) 1/4-14x7/8" SELF DRILLING �•- BRACKET SCHEDULE FOR ATTACHED) I CRIMPIITE SCREW LOCATED ON THE THROUGH BOTH " " WITH(5)3", 20 GA, FAT OPTION. ADDED LHR \ BOTTOM FLANGE OF THE U—BAR BRACKET AND U—BAR) 80 KSI U—BARS TRACK DETAIL SHEET 2. NOTE. DUE TO CLEARANCES REQUIRED TO LOCATED OVER DETAIL G INTEGRAL RIBS AS GIRT 4/17/08 2" NYLON SILENT a INSTALL SCREWS AT THE ENDS OF THE SHOWN GLIDE ROLLER WITH ° 0• U—BARS, ALL U—BARS SHALL BE 4" STEM INSTALLED ON SECTIONS PRIOR TO P6 ADDED IMPACT DETAIL 8 INSTALLING ROLLER SLIDES AND TOP (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE RESISTANT GLAZING. FIXTURE ON THE U—BARS. SEE LL ADDED TEXAS LICENSE ATTACHMENT NOTES ON THIS SHEET. SCREW AT CENTER LINE OF DOOR THRU r NUMBER TO TITLE BLOCK. - J—STRUT&OPERATOR BRACKET. CHANGED LOUVER NOTE. 18 GA HINGE ATTACHED PLACE U—BAR OVER NOTE: J—STRUT&SCREW ONLY REQUIRED INCREASED MAX HEIGHT WITH(6)1/4-2Ox5/8" INTEGRAL RIB AND ATTACH 2NSHfETC1 GLAZED SECTIONS. SEE NOTE TO 8'-9". ADDED HIGH WITH (2) 1/4-20z5/8" LILT AND ROOF PITCH CRIMPTITE SCREWS(2 OF CRIMPTITE SCREWS THRU TRACK NOTE. WHICH ARE FACTORY PRE—PUNCHED HOLES AT /• GIRT 7/22/08 ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE P7 UPDATED TITLE BLOCK ARE FIELD INSTALLED INTO LOCAl10N (1 THRU FLANGE TOP LEAF, AND i OF OF U—BAR AND BOTTOM GIRT 8/26/10 WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU N U--BARTHRU —PUNCHED HOLE WEB OF U—BAR AND �— INTEGRAL RIB OF SECTION) DETAIL C j 12 GA BOTTOM BRACKET ` FACTORY ATTACHED WITH (3)1/4-14x5/8" / PLACE U—BAR OVER INTEGRAL RIB WITH \ _ CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP DETAIL F U—BAR ATTACHMENT NOTES AT EACH END WITH (1)1/4-14x7/B" 1.ALL U—BARS SHALL BE PLACED OVER INTEGRAL SELF DRILLING CRIMPTITE SCREW AS RIBS AND ATTACHED THRU PRE—PUNCHED HOLES FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8" SELF WITH (2)1/4-14x5/8"CRIMPTITE SCREWS AT EACH BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE INTERMEDIATE HINGE LOCATION. (2) 1/4-14x7/8" - SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U—BAR AT U—BAR WITH EACH PRE—PUNCHED HOLE AT EVERY SELF DRILLING U—B CRIMPTITE SCREWS AT EACH END CAP (2)1/4-14.0/8"SELF DETAIL D HINGE LOCATION. USE(1) 1/4-20x5/8" 8. (EXCEPT BOTH U—BARS ON BOTTOM SECTION— SEE DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER DETAIL B AND D THIS SHEET), (2) 1/4-14xy SEE IMPACT BOTTOM BRACKET PRE—PUNCHED HOLE LOCATIONS. CRIMPTITE SCREWS APPROXIMATELY MIDWAY ETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, DETAIL THIS SHEET. AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. THERE SHALL BE A TOTAL OF(12)SCREWS ATTACHING EACH �8x3/4" MIN STAINLESS U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF(10) SCREWS EACH. F• SCREWS WITH STAINLESS BACKED RUBBER WASHERS \�—NON—STRUCTURAL DECORATIVE 2. WITH THE EXCEPTION OF THE(8) PRE—PUNCHED 3-1/2" O.C. MAX / OUTER WINDOW'PRIM HOLES THE TOP OF EACH END USED FOR ATTACHMENT ENT OF THE ROLLER SLIDES AND THE(6) N, PRE—PUNCHED HOLES IN THE BOTTOM OF EACH END "BEAD GE —� 1/4' POLYCARBONATE USED FOR THE ATTACHMENT OF THE TOP FIXTURE 1/B 1/8"BAD I AND UNLESS NOTED OTHERWISE ON THIS ULTR- SSG4000AC SPECIFICATION DRAWING, ALL PRE—PUNCHED HOLES ' STRUCTURAL I -- IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR SEALANT OR I WITH 1/4-14x5/8° CRIMPTITE SCREWS. EQUIVALENT 3. 20 GA U—BARS SHALL BE STAMPED '34° 1 APPROXIMATELY 8" FROM EACH END. FACER STEEL \ I I STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +26.90/-30.80 MAX WIDTH: 9'-0" DATE NAME — =J Wayne® TEST(PSF): +40.35/-46.20 MAX HEIGHT: B'-9" DRAWN 3/7/06 GIRT Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB JOHN E.SCATES,PE NON-STRUCTURAL MODELS 5120/6100/9100 SHEET 2 OF 2 3RO TON, TE DR. DECORATIVE INNER / CARROLLTON,TX TX 305/ WINDOW TRIM — FL PE 51737 T%PE 5fi305/F2203 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. REV.3395 AD ' PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E PENSACOLA,DISON FLORIDA1VE 72514 [WINDLOAD SPECIFICATION OPTION CODE 0228 318958 P7 VERIFICATION OF NNOLOAD CONSTRUCTION DETAILS. 850 90 474-98 RFVISIONS 13 GA MIN j ❑ TRACK TRACK—CLIPS—TEXAS WALL AN CONTINUOUS 0 \� UPDATEDGLE 12 FOOT WALL ANGLE / BPJ 6/11/03 SPLICE PLATE LOCATION / P3 UPDATED FORMAT. 1 INCREASED ALLOWABLE o SEE SCHEDULE I — 8 — PRESSURES i D• +46.00/-52.0.00 PSF FOR ALL DOOR WIDTHS. • '•• 11 GA MIN '� CHANGED "TEXAS WALL ..(3) 1/4"-20 TRACK ANGLE" TO"CONTINUOUS 14" CLIP SEE ❑ / OR CARRIAGE BOLT WALL ANGLE-. ADDED MAX SCHEDULE \\ // WITH 1/4"-20 NUT DETAISUBSL, TE CHANGED MOUNTING TITLN HD ANCHORS "" • GRT 4/2/07 TYPICAL -LID P4 CHANGE D FORMAT. BOLTING DETAIL ADDED MODELS 9800 AND 8024 WITH OVERLAY 13 CAMIN TO TRACK CUPC CONTINUOUS -NUOUS �� SCHEDULE. El TRACK GRT 8/21/07 WALL ANGLE '•\ P5 UPDATED MODELS 12" LISTED IN CHARTS. (2) 1/4" X / O \ UPDATED SPLICE& CLIP MAX 7 16 SEMI / \ SCHEDULES. / If ; - CUP 9/05/07 TUBULAR — — I P6 UPDATE MOUNTING RIVITS DETAIL DRAWINGS. 12" SEE CLIP DETAIL GRT 10/05/07 / MAX ! �•� 11 GA MIN \ ❑ (1) 1/4"-20 TRACK P7 UPDATED CHARTS TO OR CARRIAGE BOLT ELIMINATE THE USE OF CLIP SEE SCHEDULE \''� j WITH 1/4"-20 NUT WWTH #9 ACROSSPTHEED __ BOARD). ' \ / y DLP 10/24/07 12 �' i TYPICAL CLIP MAX RIVETING DETAIL MOUNTIING DEED TAIL MRB 04/11/03 P9 EXPANDED 1-1/2" TO 12" RSW ~�•. —3/8" DOOR THICKNESS LIP LOCATIONS 0.28" ! 11 GA MIN CLIP CHART UP TO 14' HIGH. MAX SEE SCHEDULE 2 �� .� SEE SCHEDULE GRT 12/11/08 o •` P10 UPDATED TITLE BLOCK I � GRT 6/2/10 12 t (1) 1/4"-20 TRACK MAX TRACK 13 GA MIN �. ::TRACK OR CARRIAGE BOLT CONTINUOUS WALL ANGLE WITH 1/4"-20 NUT CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" +46.0 PSF -52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF a ne DRAWN 8/21/07 NAME RT 18'-0" +46.0 PSF/-52.0 PSF Dalton CHECKED B/21/07 MRB JOHN E.SCATES,RPE. 3FAIROAX DR. SHEET 1 OF 2 CARROLLTON.RO TX 76007 FL PE 51737 TX PE 58308/FZZ03 3395 ADDISON DRIVE DRAWING PART NO. REV. PRDFESSITION ENGINEER'S SEAL PROVIDED ONLY FOR TRACK SUPPLEMENT CHART PENSACOLA, FLORIDA 32514 � VERIFICATION OF WNDLDAD CONSTRUCTION DETAILS. (850) 474-989D 307494 P10 CLIP AND SPLICE PLATE SCHEDULE REVISIONS 2 f MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK TRACKNCLIPS-TEXAS EDGGEE DIST WALL ANGLE 12 FOOT DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE UPDATED E60XX M�- 2-24 1/8 2-24 HEIGHT PLATE # 6PJ 6/11/03 1/8 7'-0" 7, 9, 9, 9, 9, 11 16 P3 UPDATED FORMAT. INCREASED ALLOWABLE 6'-0" 7, 9, 9, 9, 9, 11, 11 16 PRESSURES TO +46.00/-52.00 PSF FOR MIN 3/16" THICK 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 ALL DOOR WIDTHS. i I) ED CHANGED TEXAS WALL WALL STEEL FOR MOUNTING 10-0 7, 9, 9, 9, 9, 11, 11, 11, 13 18 ANGLE" TO "CONTINUOUS 5/16" x 1-5/8" WALL ANGLE 11,-0 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 - 20 SUBSTRATEEMOUNDNG LAG SCREW OR DETAIL, CHANGED TO 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 T1TEN HD ANCHORS EQUIVALENT INTO 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 GRT 4/2/D7 MIN 2 x 6 NO.2 TRACK CLIP ' " P4 CHANGED FORMAT. SPF (G=0.42) OR - _ _ __ 14-0 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 ADDED MODELS 9800 AND 8024 WITH OVERLAY BETTER AT EACH TO TRACK CLIP 1/4-20x9/16 SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND MODELS 5200 8000 8024 8100 8124 8500 2" THICK GRT 8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE P5 UPDATED MODELS HEIGHT PLATE # LISTED IN CHARTS. UPDATED 7'-0" 5, 6, 6, 7, 7, 9 12 SCHEDULES.PLICE&CLIP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL DLP s/Ds/D7 8'-0" 5, 6, 6, 7, 7, 9, 9 12 2 3 4" OPTIONAL 9'-0" : WALL ANGLE MAY BE 5, 6, 61 7, 71 9, 9, 9 14 DETAILDATE DRAWNGS.TINC MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 GRT 10/05/07 q. WITH MIN. (1 1 4-20x7 8" SELF 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 P7 UPDATED CHARTS TO 1 ) / / 11'-O" 16 ELIMINATE THE USE OF a DRILLING SCREW WITH 1" O.D. 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 WITHTM E#6 GACROSS THE EPLACED WASHER AT EACH HOLE OR PAIR OF 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 BO RD/24/07 HOLE LOCATIONS IN LIEU OF WELDING 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 PB UPDATED STEEL ° a - MOUNTING DETAIL ° MRB 04/11/OB MODELS 6100 8300 8700 1-3 8" TO 1-5/8" THICK pg EXPANDED 1-1/2" TO DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE CHAR8 UP DOOR HICKNESS HEIGHT PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 GRT 12/11/08 P70 ADDED MODEL 8700. $�-0" 4, 4� 4, 4� 5� 6, 6 8 UPDATED TITLE BLOCK 3/8" SIMPSON TITEN HD, GRT 6/2/10 2-3/4" MIN EMBED INTO 9'-01, 4, 4, 4, 4, 5, 6, 6, 7 8 MIN 2000 PSI CONCRETE 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 AT EACH HOLE OR PAIR 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 OF HOLE LOCATIONS 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 . WALL ANGLE 1/4-20x9/16" 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 TRACK BOLT AND 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP MODELS 9100 9400 9600 9700 9800 1" THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP PLLICE ATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4,-4 6 Wagne® DATE NAME DRAWN 8/21/07 GRT JOHN E.SCATES, PE Dalton CHECKED 8/21/07 MRB 3121 FAIRGATE DR. - SHEET 2 OF 2 CARROLLTON,TX 75OD7 FL PE 51737 TX PE 56308/F2203 3395 ADDISON DRIVE DRAWING PART N0. REV. TRACK SUPPLEMENT CHART PEN(°°; 4-98A32514 307494 P10 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR $SO , FLORIDA LORI A VERIFICATION OF ri1NDLDAD CONSTRUCTION DETAILS. A Division of Overhead Door Corporation Jamb Connection - Suppi.ement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16"DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB(IN) MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB(LB/FT)NOTE' GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 SCAT 580 12 9 8. ��` � CAT V// soo 12 s 6 �0�.•�,��iEiNaF'FS 620 11 9 8 640 11 9 7 No.51737 660 11 8 7 * i 680 10 8 7 700 10 8 7 •b ; STATE OF �'�lF 720 10 8 6 �p,`. �+ p► %�2�� 740 9 7 6 Z, 76 N 0 9 7 6 //�//,S OA; Illlt 800 1 9 1 7 6 1.BASED ON 5/16"DIAMETER LAG SCREWS WITH 1-1/2"O.D.WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2.PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.MINIMUM EDGE DISTANCE SHALL BE 1/2",MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE-DRILLED TO PREVENT SPLITTING. 8.LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date:2015.02.20 09:56:33 -06'00' Approved John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 I I SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED-STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB(LB/FT)NOTE3 GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 19 - 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a - 520 n/a n/a n/a - 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a N�-, �• •S�.'q�. // 600 n!a n/a n/a ��`'Q`, �QEN$F•�S 620 n/a n/a n/a : 640 n/a n/a n/a. 51737� ; No. 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a i'0 ; STATE OF 720 n/a n/a n/a. j fm '2 740 n/a n/a n/a ///��•'c�ORI��%6�� 760 n/a n/a n/a AL \\�� 780 n/a n/a n/a 800 n/a n/a n/a 1.BASED ON 16d COMMON WIRE NAILS(0.162"x3-1/2")OR 16d THREADED HARDENED-STEEL NAILS(0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2"INTO SIDE GRAIN OF MAIN MEMBER. 2.NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. - 7.EDGE DISTANCES,END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:56:58-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB(LB/FT)NOTE3 CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 • 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 \\\��?;GEN$�•�ts //� 620 13 16 20 `� �;• N. 640 13 16 19 51737 660 12 15 19 �O i 680 12 15 18 fir 700 11 14 17 •p�� STATE OF ��(/w 720 11 14 17 % �� ` :2 ®Al �CORO�Q- 740 11 14 16 // _ �\\\� 760 11 13 16 1 ////s&ON i; ®\X 780 0 13 16 800 10 13 15 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BYTAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:57:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 1 I SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB(LB/FT)NOTE4 CONCRETE"oTEi CONCRETE"" FILLED CMU11E1 _ 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180' 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 _ 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 11lrrr// 560 23 24 8 ///�i 580 22 24 8 \♦♦e��'s�'q1� 600 21 23 8 \\ 'Q,v�GENSF•\ts // 620 21 22 8 640 20 22 8 No.51737 660 19 21 8 680 19 20 8 � �� 700 18 20 s �0 STATE OF ;�� 720 18 19 8 �O 740 17 19 N/A /j `.;�LOMA \ \ �0 760 16 18 N/A SIONAI�� ♦ 800 16 17 N/A 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4",A MINIMUM EDGE DISTANCE OF 4",AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 5. CHART IS BASED ON 6-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR-THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:01 -06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB(LB/FT)NOTE4 CONCRETE NOTEI CONCRETE NOTE FILLED CMUN11E2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 _ 540 24 24 8 560 24 24 8 \\\�� •SCq� Y/�S 580 24 24 8 \\ '®,•��G�N�(�`.S 600 23 23 8 ` `; 620 22 22 8 _ No.51737 640 22 22 8 �. 660 21 21 8 sao zo 20 a -0 ; STATE OF ;'�4t` 700 20 20 8 % •. , 720 19 19 8 ��O4 %- '!1OR%0'-'C- \� . 740 18 18 g ,///�SSIONIA;0�\\X 780 18 18 8 "'" 800 17 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT . CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16fU2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 1 Wagne REVISIONS Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2, AND 3 - REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 6" MAX. €=m FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. `�`?Seri cgTF•� � \� 'O 6" MAX. , \CI 8�`` •,V' �� t -DOOR WIDTH No.M737 �0 STATE OF �•4 ` fm SOUTHERN xPINE3 BR HEADER LOCK MINIMUM SOUTHERN #` HEADER LOCK Irr HEADER LOCK MINIMUM 2x6 3 BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. LUMBER. 4.. 4.. 8" 4,. 4• 8" 4" 4.. 2-3/4 4" 1-1/2„ (2) 3/8" SIMPSON TITEN HD SCREW (4) 3/6" SIMPSON TITEN HD SCREW (4)3/8" DIA. LAG SCREWS ANCHOR WITH A 1 1/4" WASHER AND ANCHOR WITH A 1-1/4" WASHER AND WITH 1-1/4" O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 2-3/4". DISTANCE OF 4". 1-9/32"INTO THE MAIN Digitally signed by John E.Scates,P.E. SUPPORT MEMBER. DETAIL I OFTAII 7 Date:2015.02.20 09:58:53-06'00' MINIMUM 2500 PSI CONCRETE MINIMUM 2000 PSI GROLIT FlLI F0 CM U WOOD SUPPORT STRUCTUR NOTE, MAXIMUM DESIGN LOAD NOTE, MAXIMUM DESIGN LOAD NOTE: MAXIMUM DESIGN LOAD DATE NAME J3121 OH14 FRCATEEDRE CAPACITY OF 2085 LBS. CAPACITY OF 240D LBS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 GIRTCARROLLTON,TX 75007 FL PE 51737 TX PE 55308/F2203 SHEET 1 OF 2 CHECKED • PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 324620 P16 1 r. �.• ,I C • I ,� u REVISIONS Wagn ® Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (B50) 474-9390 MIN 2500 PSI CONCRETE MIN 2 x 4 SPF(G=0.42) OR BETTER WALL STUD NQTE. MAX ALLOWABLE FASTENER NOTE: MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF THE STRUCTURE. DESIGN 2 3/4' DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF I OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR SHEATHING d • d X, HOLD BACK INTERIOR 3/8" SIMPSON 11TEN HD, SHEATHING 2-3/4" MIN EMBED. MIN 5/16"LAG SCREW WITH 6' BETWEEN JAMB 1-9/32" EMBED IN CENTER OF BRACKET LOCATION SND (f 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET JAMB BRACKET 1/4-2Dx9 L16° 1/4-20xTRACK0AND TRACK OLT O 1/4-20 HEX NU 1/4-20 HEX NU -n�� TRACK TRACK , O ;GEN$E:•�tr // DIRECT CONCRETE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAG FASTENER e • / No.51737 e � 1 STATE OF 4-1 - %�O;k\, �C OR�OP so�sS rri Digitally signed by John E.Scates,P.E. Date:2015.02.20 09:59:26-06'00' DATE NAME JOHN E.SCATES.PE JDRAWN I 4 10 13 GIRT 31Z1 FAIRGATE DR. SHEET 2 OF 2 CARRDLLTDN,TX 75OD7 CHECKED FL PE 51737>x PE 563oa/F27,03 DRAWING PART NO. REV. PROFESSIONAL ENGINEER'S SEAL PRDMDED ONLY FOR JAMB CONNECTION SUPPLEMENT VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 324620 P16.,1 NOTES' SEE U—BAR NOTE ON SHEET REVISIONS 1.SHORT GLAZED PANEL OPTION — .090" MINIMUM 2 FOR U—BAR INSTALLATION PI ADDED SUPERIMPOSED SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER DESIGN PRESSURE LOADS WITH A MINIMUM OF(6) #8x1' SCREWS INSTALLED IN 1J GA HORIZ ANGLE DOOR ON SUPPORTING TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT STRUCTURE AND DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN 13 GA FLAG ANGLE CLARIFIED NUMBER OF PRESSURES SHOWN ON THIS DRAWING. GLAZING FASTENERS AND CENTER SHALL HAVE A MAXIMUM HEIGHT OF 13.75"AND A HINGES REQUIRED FOR MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 16 GA MIN HORIZ A NARROWER DOOR WIDTHS. RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK MRB 5/10/06 FOR WIND—BORNE DEBRIS REGIONS. SHEET 5/16x1-5/8' P2 MODIFIED NOTE 8 TO 2. LONG GLAZED PANEL OPTION — NOT AVAILABLE LAG SCREWS STATE THAT LOUVERS WITH THIS OPTION CODE. (MIN 3 AS ARE NOT IMPACT SHOWN) _ RESISTANT. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM GIRT 6/6/07 OF 6' O.C.MUST OVERLAP TOP AND BOTH ENDS OF 16 GA MIN VERT 20 GA END CAP PANELS MINIMUM 7/16' TO MEET NEGATIVE TRACK P3 MODIFIED JAMB PRESSURES. - BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR 5/16x1 LA TRACK DETAIL SHEET 2. 4. KEY LOCK, SLIDE LOCKS,OR OPERATOR REQUIRED. SCREWW AT AT EACH cRT 4/17/08 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN JAMB BRACKETP4 TEXAS SHEET PLACE POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-20x9/16"TRACK NUMBERED TO TITLE BLOCK• BONDED TO 30 GA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX I I CHANGED LOUVER NOTE. POLYLAMINATE OR 32 GA STEEL BACKER. END CAP NUT AT EACH JB JAMB INCREASED MAX HEIGHT TO HAVE A MINIMUM 1.4'DEPTH. BRACKET LOCATION C TO 8'-9". ADDED HIGH 6. THE DESIGN OF THE SUPPORTING STRUCTURAL LIFT AND ROOF PITCH ELEMENTS SHALL BE THE RESPONSIBILITY OF THE SHEET - TRACK NOTE. PROFESSIONAL OF RECORD FOR THE BUILDING OR TYP GIRT 4/29/09 STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS P5 UPDATED TITLE BLOCK DRAWING. GIRT 5/4/10 7. DOCR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION ' SUPPLEMENT FOR ATTACHMENT TO SUPPORTING 15 GA STIFFENE STRUCTURE. JAMB BRACKETS SEE SCHELDULE FOR 8. LOUVER OPTION — .040"MINIMUM LOUVERS IN QUANITY, LOCATION, MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM AND TYPE OF(6) #8x1"SCREWS INSTALLED IN THE B07MM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND—BORNE KEY LOCK OR SLIDE LOCK DEBRIS REGIONS.LOUVERED SECTION REQUIRES BOTH ENDS(NOT REQUIRED , OPERATOR STILE TO BE FACTORY INSTALLED AT THE WITH OPERATOR —SEE NOTE CENTERLINE OF THE DOOR. 4). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID I DOOR SHOWN.SEE SHEET 2 FOR U—BAR LOCATIONS ON - D DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 SHEET ON THIS SHEET FOR GLAZING OPTIONS. NOTE-, (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-O'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-0' ALL t207.2/-230.4 14'-0' ALL +181.3/-201.6 JAMB BRACKET SCHEDULE 12'-0" ALL +155.4 —172.6 DOOR N0. OF NO.OF JAMB .TRACK LOCATION OF CENTERLINE OF JAMB 10'-0' ALL +129.5 —144.0 HEIGHT SECTIONS BRACKETS TYPE OF MEASURED FROM BOTTOM (EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 7'-0' 4 6 QI (JB), 13' OI),25-1 2" (JB). 34" (JB). 45-1 4' (01). 63" JB 7'-0' 4 6 FAT ' (JB), 10' (JB), 21-3/4"(JB), 29-3/4'(JB, 42" (JB), 63-1/4" (JB) 8'—O" 5 8 01 ' (JB), 13" (QI),23'(JB),34"(JB), 47-1/4'(QI), 58' (JB), 67" (QI), 75' (JB) 8'-0' 5 8 FAT ' (JO). 10" (JB), 21-3/4"(JB), 29-3/4' (JB), 48"(JB), 57-1/4" (JB), 66" (JB), 75-1/2 (JB >8-0 HIGH LIFT ROOF PITCH SEE NOTE BELOW NOTE: (JB)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/I6' TRACK BOLT AND NUT. (QI)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT.NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS AP_F!RQ,\ D SIZES SCALE: N.T.S. I SIZE: A Wayne® DESIGN (PSF): +25.90/-28.80 `.MAX--'MDTH:—_t6�0"-.) DATE NAME TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 1 3/8/06 GRT JOHN E. TES,PE Patton IMPACT/CYCLIC RATED (YES/No): NO MAX SECTION HEIGHT:21" CHECKED 4/6/O6 MRB F 3121 URGRGAIE DR. MODELS 5140/9400/9600 SHEET 1 of 2 CARROLLTON,TX 75007 FL PE 51737 TX PE 56306/F2203 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVNDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 VERIFICATION OF ,DLOAD CONSTRUCTION DETAILS. 850 474-9890'M CLIP AND SPLICE PLATE SCHEDULE REVISIONS 2 t MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK TRACKINCUPS-TEXAS CH EDGGEE DIST WALL ANGLE 12 FOOT DOOR SPLICE UPDATED 1/8 2-24 HEIGHT CLIP #'S FROM BOTTOM TO TOP PLATE # BPJ 6/11/03 E60XX MIN. 1 8 2-24 7'-0" 7, 9, 9, 9, 9, 11 16 P3 UPDATED FORMAT. INCREASED ALLOWABLE 8'-0" 7, 9, 9, 9, 9, 11, 11 16 PRESSURES TO +46.00/-52.00 PSF FOR MIN 3/16" THICK 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 ALL DOOR WIDTHS. STEEL FOR MOUNTING 10'-O" 1 7, 9, 9, 9, 9, 11, 11, CHANCED "TEXAS WALL 11 11, 13 18 ANGLE"TO"CONTINUOUS -0 , 9, 9, 9, 9, 11, 11, 11, 13, 13' " 7 WALL ANGLE". ADDED 5/16" x 1-5/8" WALL ANGLE 20 SUBSTRATE MOUNTING DETAILAG SCREW OR 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 TTEN CHANGED ANCHORSO EQUIVALENT INTO 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 GIRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLIP 14'-p" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 ADDED AMODELS 9800 SPF (G=0.42) OR - - --- AND 8024 WITH OVERLAY BETTER AT EACH TO TRACK CUP 1/4-2Ox9/16" SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND MODELS 5200 8000 8024 8100 8124 8500 2" THICK GIRT 8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE P5 UPDATED MODELS HEIGHT PLATE # LISTED IN CHARTS. UPDATED S MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 7'-0" 5, 6, 6, 7, 7, 9 12 SCHEDULLESPLICE & CLIP 8'-0" 5, 6, 6, 7, 7, 9, 9 12 DLP 9/06/07 MOUN 2 3/4" OPTIONAL: WALL ANGLE MAY BE 9'-O" 5, 6, 6, 7, 7, 9, 9, 9 14 DETAILOATE DRAWINGS.RNG MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 GIRT 10/05/07 q. WITH MIN. (1) 1/4-20x7/8" SELF 11'_p" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 P7 UPDATED CHARTS 70 16 ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 NTH##9GACROSS THE ° . WASHER AT EACH HOLE OR PAIR OF 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 BOARD). HOLE LOCATIONS IN LIEU OF WELDING DLP 1D/24/07 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 1 18 P8 UPDATED STEEL MOUNTING DETAIL 4 °' °• c.° ,°° MRB 04/11/08 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK P9 EXPANDED 1-1/2" TO °.A DOOR OR TH CLIP S FROM BOTTOM TO TOP SPLICE CHART UP 14'CHIGH.S HEIGHT # PLATE # GIRT 12/11/08 7'-0" 4, 4, 4, 4, 5, 6 8 P10 ADDED MODEL 8700. 3/8" SIMPSON TITEN HD, 8'-0" 4, 4, 4, 4, 5, 6, 6 8 UPDATED TITLE BLOCK 2-3/4" MIN EMBED INTO 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 GIRT 6/2/10 MIN 2000 PSI CONCRETE 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 AT EACH HOLE OR PAIR 11'_p" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 OF HOLE LOCATIONS 12'_0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 WALL ANGLE 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 1/4-2Ox9/16" TRACK BOLT AND 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP MODELS 9100 9400 9600 9700 9800 1" THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICEPLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-O" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagner DATE NAME DRAWN 8/21/D7 GRT JOHN E.SCATES Dalton CHECKED 8/21/07 MRB 3121 FAIN,TX ,R. SHEET 2 OF 2 CARROLLTON,TX 75050D7 FL PE 51737 TX PE 56308/F2203 3395 ADDISON DRIVE DRAWING PART NO. REV. TRACK SUPPLEMENT CHART PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSAC(85 0)0) . FLORIDA 32514 A A 307494 Pie VERIFICATON OF WNDLOAD CONSTRUCTION DETAILS. i I ' I A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 i SCHEDULEI 5/16"DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB(LB/FT)NOTE3 GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 `i 580 12 9 8 �� ,�.S�qr N soo 12 s 8 � O,• AGE sF .tS� / 620 11 9 8 ; • 640 11 9 7 � � M0.51737 � 660 11 8 7 * i 680 10 8 7 OF 700 10 8 7 •O STATE �'Iy 720 10 a s i�0 740 9 7 6 ///�� 0R�Q.• G �� 6 70 9 7 6 �Zl;;,SIONAL 800 9 7 6 1111111 1.BASED ON 5/16"DIAMETER LAG SCREWS WITH 1-1/2"O.D.WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2.PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.MINIMUM EDGE DISTANCE SHALL BE 1/2",MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE-DRILLED TO PREVENT SPLITTING. 8.LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33 -06'00' Approved John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED-STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB(LB/FT)NOTe3 GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 • 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a �� • S�+'q�. /�� 600 n/a n/a n/a V��,EN$F•�S 620 n/a n/a n/a 640 n/a n/a n/a IN, W737 • 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a i'0�� STATE OF :��` 720 n/a n/a n/a Z 740 n/a n/a n/a /O'�""AORM 01 760 n/a n/a n/a ////sS�ONA;�� 780 n/a n/a n/a 800 n/a n/a n/a 1.BASED ON 16d COMMON WIRE NAILS(0.1 62"x3-1/2")OR 16d THREADED HARDENED-STEEL NAILS(0.1 48"x3-1/2") WITH A MINIMUM PENETRATION OF 2"INTO SIDE GRAIN OF MAIN MEMBER. 2.NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. • EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=1 Eft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.EDGE DISTANCES,END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E.Scates,P.E. • Approved Date:2015.02.20 09:56:58-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE S1737 TX PE 56308/1`2203 Revision P16 I SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB(LB/FT)NOTEI CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 \\�\` E, SL+q, 600 13 17 20 \� Q� �C.ENBF•�ts ,�I 620 13 16 20 ` ��'�► `•� i 640 13 16 19 14o.51737 660 12 15 19 680 12 15 18 700 11 14 17 •0�� STATE OF 720 11 14 17 ;2w� 740 11 14 16 ��/��`FLOR�01'% A`\N - 780 10 13 166 /%/S��NA;��` 800 10 13 15 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 4.CHART IS BASED ON 6-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:57:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB(LB/FT)"ore4 CONCRETE NIEI CONCRETE"orEi FILLEDCMUNIE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 `��`,'III'I1�//� 580 22 24 8 ' 0a E�SCgr �� /�, 600 21 23 8 �� Q,.'��,EN$F• 620 21 22 8 �� • i 640 20 22 8 No.51737 660 19 21 8 680 19 20 8 700 18 20 8 •0 STATE OF - ` w 720 18 19 8 % m �� P i t1; 740 17 19 N/A /0��` LORI.-I S��N 760 17 18 SION& 780 16 18 N/A 800 16 1 17 N/A I 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4",A MINIMUM EDGE DISTANCE OF 4",AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER • AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:01 -06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 I SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB(LB/FT)NOTE4 CONCRETE NOTE I CONCRETE NOTE FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 \\xx%J1111111//z 560 24 24 8 \\\� a��SCgT� 580 24 24 8 \\ 'Q,��GEN8F•\S 600 23 23 8 szo zz 22 a No,51737 640 22 22 8 i * 1 660 21 21 8 680 20 20 8 •O STATE OF 720 19 19 8 co 40 18 18 8 '/ 0-0 7 `\\ _ 780 18 18 8 I 800 17 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 311. 2. BASED ON 3/8"0 HILTI KWIK BOLT EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN , TABLE WITH A MINIMUM OF THREE(3)ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 1 Wagne® REVISIONS Balton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2, AND 3 - REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 6" MAX. FL-`A FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. GENsF r0 V,,,i ` 6" MAX. No.51737 -DOOR WIDTH i �0 STATE OF 8 Q Z • t(j LORIL /�0INAAL `` MINIMUM 2x6 #3 CL HEADER LOCK MINIMUM 2x6 #3 CL HEADER LOCK MINIMUM 2x6 #3 �HEADER LOCK 1'I SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET 1 LUMBER. LUMBER. LUMBER. 2-3/4" 4„ 1-1/2" 1-1/2" (2) 3/8" SIMPSON TITEN HD SCREW "LI(4) 3/8" SIMPSON TITEN HD SCREW (4) 3/8" DIA. LAG SCREWS ANCHOR WITH A 1 1/4" WASHER AND ANCHOR WITH A 1-1/4" WASHER AND WITH 1-1/4" O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4" AND A MINIMUM EDGE 2-3/4"AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4". 1-9/32" INTO THE MAIN DISTANCE OF 2-3/4 SUPPORT MEMBER. Digitally signed by John E.Scates,P.E. OFTAII 1 DFTAII 7 DETAIL 3 Date:2015.02.20 09:58:53-06'00' MINIMUM 2500 P51 CONCRETE MINIMUM 2000 PSI GROUT FLLED CMU WOOD SUPPORT STRUCTURE NOTE: MAXIMUM DESIGN LOAD NOTE MAXIMUM DESIGN LOAD NOTE: MAXIMUM DESIGN LOAD DATE NAME JOHN E.SCATES,PE CAPACITY OF 20B5 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 1 5 24 07 1 GIRT 3121 FAIRGATE DR. SHEET 1 DF 2 DARROLLTON.Tx 75007 CHECKED FL PE 51737 TX PE 56306/F2203 DRAWING PART N0. REV. PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR JAMB CONNECTION SUPPLEMENT 32462T P16 VERIFICATION OF N7NDLOAD CONSTRUCTION DETAILS REVISIONS Wagn�® Da1t®n 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 MIN 2500 PSI CONCRETE MIN 2 x 4 SPF(G=0.42) OR BETTER WALL STUD NOTE; MAX ALLOWABLE FASTENER N9g MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF THE STRUCTURE. DESIGN 2 3/4" DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF I OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE . EXTERIOR SHEATHING 4 x XIX HOLD BACK INTERIOR 3/8- SIMPSON 71TEN HD, SHEATHING 2-3/4" MIN EMBED. MIN 5/16"LAG SCREW WITH 6• BETWEEN JAMB 1-9/32" EMBED IN CENTER OF BRACKET LOCATION STUD (f 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET JAMB BRACKET 1/4-20x 1/4-20x9/16" TRACK BOLT AND TRACK BOLT AND \`\ G• 1/4-20 HEX NU 1/4-20 HEX NU `\�\�a`�-�Clgrw-n��i' TRACK TRACK \\ Q�_�,,FN8F�c;V �� DIRECT CONCRETE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL \ *S; V / MAX 420 LBS PER LAG FASTENER No.51737 �0 STATE OF :4 O,t�•. ORM N � SONA; �\\e IIIII Digitally signed by John E.Scates,P.E. Date:2015.02.20 09:59:26-06'00' DATE NAME JOHN E.SCATES.PE IDRAWN 1 4 10 13 1 GIRT 3121 FAIRGATE DR. SHEET 2 OFtED1 CARROLLTON,TX 75007 FL PE 51737 Tx PE 5530B/F2203 DRAWING PART N0. REV." PROFESSIONAL ENGINEER'S SEAL CONSTRUCTION ONLY FOR JAMB CONNECTION SUPPLEMENT324620 P16 VERIFlCATON OF NINDLOAD CONSTRUCTON DETAILS. Y i