The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page I of 5 u ► � ® 0 a rrB 8 - BCIS Home I Log In User Registration j Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search Florida X Product Approval(, `f`!USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ii FL# FL107Y8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cj Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Mark A.Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 05/15/2038 Validated By Jeffrey P.Arneson,P.E. 1/1 Validation Checklist-Hardcopy Received Certificate of Independence FL10737 R8 COI Cert of Ind Scates 2014 WD s odf FL10737 R8 COI Mark Sawicki Ind cert.odf FL10737 R8 COI Validator Cert of Ind Wayne Dal on odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2002 ANSI/DASMA 115 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIdAvIteOYO... 9/13/2016 Florida Building Code Online Page 3 of 5 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party: No 10737.6 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 9'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2205 352319 Pl.odf Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplement Chart Pll.pdf Impact Resistant:Yes FL10737 R8 II WDJambSupplementPl6 s.pdf Design Pressure:+41.00/-46.30 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.odf Created by Independent Third Party: No 10737.7 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 9'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R i422 2067 Pl.pdf Approved for use outside HVHZ:Yes FL10737 R8 II 1 r6 Supplement Chart Pll.pdf Impact Resistant:Yes FL10737 R8 II WDJambSuoplementP16 s.odf Design Pressure:+46.00/-52.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party: No 10737.8 4600/4650/6600/8300/8500/5150/5200/TM515/rM525 9'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2207 352068 P1.1)df Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplement Chart Pl l.pdf Impact Resistant:Yes FL10737 R8 II WD3ambSupplementPl6 s.pdf Design Pressure:+64.00/-72.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party:No 10737.9 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 16'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2240 352069 Pl.pdf Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplement Chart Pll.odf Impact Resistant:No FL10737 R8 II WDJambSupplementPl6 s.pdf Design Pressure:+12.40/-13.80 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL10737 118 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party: No 10737.10 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 16'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2241 352070 P1.odf Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplement Chart Pll.odf Impact Resistant:No FL10737 R8 II WDJambSunplementP16 s.odf Design Pressure:+23.00/-25.00 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party: No 10737.11 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 16'2"Max width.24'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL10737 R8 II 2242 352071 Pl.pdf Approved for use outside HVHZ:Yes FL10737 R8 II Track Supplement Chart P11.Ddf Impact Resistant:Yes FL10737 R8 II WD]ambSupplementP16 s.pdf Design Pressure:+30.00/-33.50 Verified By: Mark A Sawicki FL PE 72613 Other:Glazing is impact-resistant and meets the requirements for Created by Independent Third Party: No the wind-borne debris regions. Evaluation Reports FL10737 R8 AE WD 4600 FBC eval 032315s.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIdAvIte0YO... 9/13/2016 1 IMPACT RESISTANT GLAZING OPTION -IMPACT RESISTANT REVISIONS GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE 13 GA HORIZ ANGLE P7 RENSED MODELS SECTION(WITH OR WITHOUT DECORATIVE INSERTS).GLAZING GRT 1/22/14 . SHALL BE 1/4"POLYCARBONATE. MAXIMUM GLAZING 13 GA FLAG ANGLE ' DIMENSIONS SHALL BE 14'x 46'CUTOUT,FASTENED WITH A MINIMUM #8 X 1"SMS: 3X ALONG THE HORIZONTAL AND 3X DOOR ALONG THE VERTICAL SEE DETAIL E ON SHEET 2 FOR 16 GA MIN HORIZ ASSEMBLY DETAILS. TRACK A 2.NON-IMPACT REISTANT GLAZING OPTION- .090"MINIMUM 5/16x1-5/8" SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A LAG SCREW(MIN 4 SHEET MINIMUM OF(10)#8x1"SCREWS INSTALLED IN TOP OR AS SHOWN) INTERMEDIATE SECTION (SWTH OR WITHOUT DECORATIVE INSERTS)MEETS UNIFORM STATIC WIND PRESSURES SHOWN ON (4) 1/4-20x9/18"LARGE THIS DRAWING.MAXIMUM GLAZING DIMENSIONS SHALL BE 15"x EAD TRACK BOLTS OR 46"CUTOUT GLAZING IS NOT IMPACT RESISTANT AND DOES 1/4-20 STUDS WITH NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS 1/4-20 HEX NUTS B REGIONS. 15 GA MIN VERT 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6"O.C. TRACK SHEET MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 1/4-200/16'TRACK �. 7/16'TO MEET NEGATIVE PRESSURES. BOLT AND 1/4-20 HEX ' 4.KEY LOCK,SLIDE LOCK,OR OPERATOR REQUIRED. NUT AT EACH JB-US ' JAMB BRACKET LOCATION C 5.LOUVER OPTION - .040"MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)#8x1' 5/18x1-5/8"LAG 16 GA DOUBLE SHEET SCREWS INSTALLED IN THE BOTTOM SECTION.LOUVERS ARESCREW AT EACH END STILE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS JAMB BRACKET ' FOR WIND-BORNE DEBRIS REGIONS, • 6.FACER STEEL TO HAVE A MINIMUM 27 GA THICKNESS AND BACKER STEEL TO HAVE A MINIMUM 29 GA THICKNESS. p 7. A 4-1/2"x 6'x 22 GA BACKER PLATE IS TO BE LOCATED i AT EVERY INTERMEDIATE AND OUTER ENO HINGE LOCATION. 15 GA STIFFENED JAMB , BRACKETS 8. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE SCHEDULE FOR SHALL BE THE RESPONS181LITY OF THE PROFESSIONAL OF QUANTITY,LOCATION, ; RECORD FOR THE BUILDING OR STRUCTURE AND IN AND TYPE ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING. KEY LOCK OR SLIDE LOCK 9.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRADE BOTH ENDS(NOT LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR REQUIRED WITH OPERATOR , 4 ATTACHMENT TO SUPPORTING STRUCTURE. -SEE NOTE 4). SUDE LOCK SHOWN FOR CLARITY 10.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITHOUT ' PUSHNUTS AND WITH A MINIMUM OF(3)1/4-14x7/8'SELF DRILUNG CRIMPTITE SCREWS IN UEU OF THE BRACKET SHOWN D ON THIS DRAWING.U-BAR ON TOP SECTION SHALL BE NOTE: (4) SECTION SOLID SHEET INSTALLED ON TOP OF LHR TOP BRACKETS. DOOR SHOWN. SEE NOTES 1 k 2 THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE JAM BRACKET SCHEDU LEM"ON OF CENTERUNE OF JAMB DOOR NO OF LOADS ON SUPPORIING STRUCTURE HEIGHT SECTIONS BRACKETS BRACKETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK(ALL DIMENSIONS f 2') DOOR DOCK 6-B 4 7 2 JB-US 10 JB-US,21-3 4 JB-US 29-3A JB- S,39 JB-US,40 (JB-US),57-1/4" JB-US SWDTH HEIGHT UNIFORM LOAD EACH JAMB(PlF) 7_O 4 7 JB-US 10 JB-US,21-3 4 JB-US 29-3 4 JB-US, 42 JB-US,52-i 2 JB-US 63-144- JB-US 8-2 ALL +187.8 -212.3 7-6 4 OR 5 8 2 JB-US 10 JB-US 18-3 4 J8-US 26-314- JB-US 38 JB-US 45 JB-US 54-144- JB-US 74-142- JB-US _g----0 4 OR 5 8 2 9- - S .57-1/2-9'-2" ALL +210.8/-238.3 8_0 S 0 a- - - - - - - - NOTE: (JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16'TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8'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 wagne® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9'-2" 1 DATE NAME TEST(PSF): +69,00/-78.00 MAX HEIGHT: 24'-0" IDRAWN 1 6/12/13 GRT 2501 S.MARK A.HWY SAWCK.PEI SUITE 200 D On IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED LEVASMLLE,TX 75067 MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 SHEET 1 OF 2 FL PE 72613 TX PE 106291 A DIVISION OF OVERHEAD DOOR CCR 3395 ADDISON DRIVE DRAWING PART N0. REV. PROFESSIONAL ENGINEER'S SEAL PRONGED ONLY FOR PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2206 352067 P1 VERIFICATION OF W.NDLOAD CONSTRUCTION DETAILS. 850 474-9890 (2)12 GA COMMERCIAL'L'FRAME TOP BRACKETS ATTACHED WITH(4) REVISIONS 1/4-20x7/8"SELF DRILLING SCREWS P1 REVISED MODELS (2 THROUGH STRUT AND TOP GRT 1/22/14 BRACKET) (10)SECTION COORS WITH '11 Y OO \ 9"-2'MAX (15)J"20 S LOCATED AS SHOWN 13 GA ROLLER SLIDE ATTACHED V 1' TO BRACKET WITH 5/16-18 SOLT % @ NUT IN THE CENTER SLOT \•. 0 WITH (14)3`9DOORS 20 GA 0 KSIUBARS ADD(2)1/4-14x7/8" DETAIL A LOCATED AS SHOWN SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH INSIDE END HINGE ,- 2'STEEL ROLLER WITH 9"GRADE NOTE, IF 3"TRACK IS USED, THEN END 1144 OR EQUIVALENT STEM AND HINGES TO BE 11 CA MODIFIED HINGES. 7/18"PUSH NUT AT EAC ROLLER ROLLERS TO BE 3"STEEL ROLLERS WITH (8)SECTION DOORS WITH LOCATION LOCATED BETWEEN THE ® 9/18"DIA.X 9"LONG SHAFT AT ALL (12)3'20 GA 80 KSI U—BARS Q° LOCATED AS SHOWN BRACKET OR HINGE(EXCEPT LOCATIONS EXCEPT TOP AND BOTTOM. PUHNUT LOCATED ON THE TOP TOP AND BOTTOM ROLLERS TO BE 3" AND BOTTOM ROLLER IS LOACTED STEEL ROLLERS WITH 7/16 DIA.X 9" OUTSIDE OF BOTH BRACKETS).1/4" LONG SHAFT.PUSH NUTS ONLY USED MAX BETWEEN PUSH NUT AND AT TOP AND BOTTOM ROLLER OUTER HINGE � LOCATIONS. (7)SECTION DOORS WITH HINGES EACH 14 GA DE BODY ATTAC ATTACHED DETAIL B (11)3"20 CA 80 KSI U—BARS LOCATED AS SHOWN (4) 1/4-14x7/8"SELF DRILLING CRIMPTITE SCREWS �• (6)SECTION DOORS WITH /• �° (9)3'20 CA 0 KSI U—BARS I LOCATED AS SHOWN 14 GA WIDE BODY INTERMEDIATE HINGE ®o ATTACHED WITH(4) / 1/4-14x7/8'SELF DRILLING CRIMPTITE SCR S SECTION DOORS WITH (e)3"20 GA BO KSI U—BARS DETAIL C LOCATED AS SHOWN (4)SECTION DOORS WITH (6)3'20 CA 80 KSI U—BARS 12 GA EXTENSION BRACKETATTACHED VAIN LOCATED AS SHOWN 1/4-14x7/8- SELF DRILLING CRIMPTITE SCREWS \ (2 THROUGH STRUT AND BRACK 14 GA BOTTOM BRACKET ATTACHED WITH(2) ALL U—BARS SHALL BE ATTACHED WITH (2) 1/4-14x7/8"SELF DRILLING 1/4-1427/8"SELF DRILLING CRIMPTITE SCREWS CRIMPTITE SCREWS THROUGH AT EACH HINGE LOCATION AND BETWEEN ALL END STRUT AND BOTTOM BRACKET HINGES AND INTERMEDIATE HINGES, A MINIMUM OF AND(1)1/4-144,18"SELF (10)FASTENERS ARE TO BE USED. DRILLING TAMPER RESISTANT •" CREW DETAIL D � � •L I 'ANTERIOR FRAME EXTERIOR FRAME SHEETMETAL SCREW 1/4'POLYCARBONATE \ / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A lway"e® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: -2" DATE NAME TEST(PSF): +69.00/-78.00 MAX HEIGHT: 24'-0" DRAWN 6/12/13 GRT MARK A.SAWICKI.PE DETAIL �'tO� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED 2501 S.STATE PE a 55067 TE zoo MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 SHEET 2 OF 2 Tx PE 106291 DIVISION OF OVERHEAD DOOR CORPDRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ATION OF WEIR'SDLOACONSPROMDED ONLY FOR TRUCTION ON DETAILS. PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2206 352067 P1 VERIFI850 474-9890 SCHEDULE 3 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/ 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 22 600 13 17 F 20 \\\\ �a GEN$ rAi 1/0z� 620 13 16 20 640 13 16 19 No.0737 660 12 15 19 680 12 15 18 *; 700 11 14 17 'O�� STATE OF �/ 720 11 14 17 % 0�• P :�� 740 11 14 16760 11 13 16 780 10 13 16 //j;&IONA,`\�� 800 10 1 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 16ftl2=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 REVISIONS 0 D�n 3395 ADDISON DRIVE PENSACOLA,FLORIDA 32514 (850)474-9890 SEE DETAILS 1.2.AND 3 -REQUIRED FOR VERTICAL 1 POST REINFORCING SYSTEMS. 6'MAX. C2=3 FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR NINIMUN 2.6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TIP. xX V/z 6.MAIL# :A No.51737 DDDR WIDTH 40 STATE Of %po' SS�LOR��t%a MINIMUM 2K6/J ¢HEADER LOIX MINIMUM 2.6#3 SOUTHERN PINE BRACNET SOUTHERN PINE fL HEADER LOCH NININUM 2.6/3 HEADER LOCK BRAIXET SOUTHERN PINE BRACKET LUMBER. LUMBER. LUMBER 4- 2-3/4' 4' 1-1/2' 1_1/2• (2)3/8'SIMPSON RTEN HD SCREW (4)3/8'SUP TITEN HO 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 NINIMUN EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAMS A 2-3/4'AND A MINIMUM EDGE 2-3/4'AND A MINIMUM EDGE MEN NUM PENETRATION OF DISTANCE OF 2-3/4'. DISTANCE OF 4. 1-9/32'INTO THE MAIN Di (tall si ned b John E Scates,RE SUPPORT MEMBER 9 Y 9 Y DET P DFrA„ , Date:2015.02.2009:58:53-06'00' MINIMUM 2500 P51 CONCRETE MINIMUM 2000 PS CROUT Fl I[D CMU W90D SUPPORT STRUCTURE NOTE.MA%IMUN DE GN LOAD N01F,NA%INUM DESIGN LOAD MUTE'MAYJNUN DESIGN LOAD DATE NAME ANE—TES PE CAPACITY OF 2085 LBS CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 1 5/24/07 CRT CPPPQyT.L n j5pD2 SHEET 1 OF 2 CHECKED n PE 51737 T%PE 56J0 X703 DRAWING PART NO. REV, PRCIFCAT AI ENaNEElYS SEK PRDWOCO @LLY FO6 JAMB CONNECTION SUPPLEMENT 324620 P16 KRRCADDN 6 NNDIDAD CDNSTIdICRON OETALi Wagner REV SIGNS paiton 3395 ADDISON DRIVE PENSACOLA.FLORIDA 32514 (850)474-9890 MW 4500 PS CONCRETE MIN 2 a 4 SPF(-0.42)OR BETTER WALL SND WM'MAX ALLOWABLE FASTENER 82M 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 OF SAL BE OF SUPPORTING STRUCTURE SHALL LIN EDC£DIST 7HE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR 711E STRUCIURE e EXTERIOR Q. SIEA7HNG a_ d *1 X NOD BACK INTERIOR 3/8•SIMPSON TITEN HD. S1EA7NINC 2-3/4•MN EMBED.MIN 5/16•LAG SCREW WITH 6•BETWEEN JAMB 1-9/32•EMBED N CENTER OF OR LOCATION STUD(t 1//47 FOR EACH JAMB BRACT LOCATION JAMB BRACT JAMB BRACKET 1/4-20x9/18• 1/4-20w9/1fi' �� TRA-20 MET NU mn«Bat AND 1/4 20 HEX NU p�a�pFusF•.��tP '�// DIRFcr couwETE uouNnNc DFTnL DIRECT WD00 MIXINRNG DETAIL \ �� MAN 440 Re PFR •.FASTENER ,4 , No.51737 �O STATE 0 S Digitally signed by John E.Scates,P.E. Date:2015.02.20 0959:26-06'00' DATE NAME JWN G SCALES PE DRAWN 1 4/10/13 ORT u- .Ajay jSan7 SHEET 2 OF 2 CHECKED R PE 51111 TY PE SE3n5/Eu61DRAWING PART NO. REV. RESSICNLL EN�NEErYS SELL.---1EOR JAMB CONNECTION SUPPLEMENT 324620 P16 �mnunoN cF MNOWGAo caNsmucnoN OEfALS