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Home My WebLink AboutSUBMITTED PAPERSDATE: RECEIPT: 193"Nily PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION `,i 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 Sc APPLICATION FOR REPLACEMENT OF `St �� WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS CU%' Coin & OVERHEAD GARAGE DOORS ty 1. LOCATION/SITE ADDRESS: ` )- S D -Rd F4, � wrL e- J L cH ` 2. PARCEL ID NUMBER:�- 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: LA (--•- 17-- GCS 1 9 &A-vor>D�)Ooa- LUi new l %)4:7 �0,,- n 4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME OTHER t e K,c L 5. OWNERS INFORMATION 1 6. Name: I..-U-2- 4 CPcr Mar\ \.1 Address: Lt,�)-5 C7 e z Vert %VL City: 9 le-r LPL State: F � Zip: 3` } alZ ' Phone: oZ ' (a 5 V,� Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: / p County Cert cw% Business Name: i� � 6 . Vcrtt o t pn 5 L A rrg Ce�n 5 L FFtr , b (r'S Phone Number: -1 -1 a -97 / - SS 5y Email: C K m�ro,i -1>vvr5 g�? CcuvrnlaS%� COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS 0 n SKYLIGHTS (a U f� SLIDING GLASS DOOR i.S V\ / !� SWING DOOR 1�:k 11) MULLIONS !•S 41T 1J OVERHEAD GARAGE DOOR D - 3 O [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: LLof b a. FEES DUE: OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulatjt-e struc 'o d zoning. PRINT OWNER OR CONTRACTOR/QUA IFI R N E - SIGNATCRE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF , 20, S PERSONAL KNOWN E OR WHO HAS PRODUCE AS IDENTIFICATION. F.- SIGNATURE F OT TYPE OR PR AME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMP TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE YOUR NOTICE OF COMMENCEMENT. Florida Building Code Online, Page 1 of 5 ftgnos Was +RoWntion F10r da Depa.1 ntof BCIS:Home 1 Log In j User Registration f Hot Topics Submit Surcharge j Stats & Facts i3usines >, Professional;)) Product Approval �:_ J USER: Public User Regulation it ._ Publications f FBC Staff j BCIS Site Map ; Links j'Search ..:...r.. i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8248=R10 sas Application Type Revision Code Version 2010 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) 475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Subcategory Compliance Method Florida Engineer or ArchitectName who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Greg Taylor 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u_• Evaluation Report - Hardcopy Received Mark A. Sawicki PE-72613 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 03/06/2020 Jeffrey P. Arneson, P.E. Validation Checklist-'Hardcopy Received FL8248 R10 COI Independence Wayne -Dalton Door 2010.odf FL8248 R10 COI Mark Sawicki Ind cert.pdf Referenced Standard and Year (of Standard) Standard ANSI/DASMA-108 ANSI/DASMA-115 TAS-201 TAS-202 TAS-203 Year 2002 2005 1994 1994 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyW... 8/2/2012 Florida Building Code Online; i Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2012 Date Validated 04/26/2012 Date Pending FBC Approval 05/04/2012 Date Approved 06/11/2012 Summary of Products FL # 11model, Number or Name Description 8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or 11 intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.90/-26.30 Other: Glazing is not impact resistant and does not Installation Instructions FL8248 R10 II 1101 327010 P4.pdf FL8248 R10 II Jamb Connection Supplement - P10.pdf FL8248 R10 II Track Supplement Chart P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613. Created by Independent Third Party: No meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Inde endentThird Party: No 8248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available in top or intermediate section. 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No ,Design Pressure: +26.90/-30.80 Other: Glazing is not impact resistant and does not Installation. Instructions FL8248 R10 II 1102 327011 P4.pdf FL8248 RIO II Jamb Connection Supplement - P10.pdf FL8248 R10 II Track Supplement Chart P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R10 AE 8000 evai.odf Created by Independent Third Party: No 8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL8248 R10 II 1103 327012 P4.pdf FL8248 R10 II Jamb Connection Supplement - P10.pdf FL8248 R10 II Track Supolement Chart P10.ndf Verified By. Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Design Pressure: +35.70/-41.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne, debris regions. Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by lndependent Third Party: No 8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL8248 R10 II 1104 327013 P4.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: FL8248 R10 II Jamb Connection Supplement - P10.ndf FL8248 R10 II Track Supplement Chart P10 odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.5 8000/8100 #1121 16' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Installation Instructions FL8248 RIO II 1121 327015 P4.pdf FL8248 R10 II lamb Connection Supplement - P10.pdf FL8248 R10 II Track Supplement Chart P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDqujmeb8GbxRyW... 8/2/2012 ' Florida Building Code Online, Page 3 of 5 Other: Glazing is not impact resistant and does not Created by Independent Third Party: No meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 evai:'pdf Created by Independent Third Party: No i 8248.6 8000/8100 #1122 16' Max width. 14' Max height. Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8248 RIO II 1122 327016 P4.pdf FL8248 R10 II Jamb Connection Supplement - P10.pdf FL8248 R10 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: Mark A. Sawicki FLORIDA PE 72613 Design Pressure: +23.00/-25.00 Other: Glazing is not impact resistant and does not Created by Independent Third Party: No meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No 8248'7 r ,� 8000/8100 #1123 16' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions ' � Approved for use in HVHZ.-' No Approved4or, use outside HVHZ: Yes FL8248 R10 II 1123 327017 P4.pdf FL8248 R10 II Jamb Connection Supplement - P10.pdf Impai!4*esrstant::Yes ;>. F_ Design' Pre ssure:.+30.0,OJ-33.50 Other: = - FL8248 RIO II Track Supplement Chart P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No j Evaluation Reports FL8248 R10 AE 8000 evai.pdf Created by Independent Third Party: No 8248.8 8000/8100 #1124 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 RIO II 1124 327018 P4.pdf Approved for use outside HVHZ: Yes FL8248 RIO II Jamb Connection Supplement - P10.pdf FL8248 RIO II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: Mark A. Sawicki FLORIDA PE 72613 Design Pressure: +34.40/-'38.30 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 evai.pdf 11 Created by Independent Third Party: No 8248.9 8000/8100 #1125 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8248 R10 II 1125 327019 134-odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL8248 R10 II Jamb Connection Supplement - P10.13df FL8248 RIO II Track Supplement Chart P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 Design Pressure: +46.00/-52.00 Other: Created by Independent Third Party. No Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.10 8000/8100 #1141 18' Max width. 14' Max height. Glazing available In top o11 r intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL8248 RIO II 1141 327021 P4.pdf FL8248 RIO II Jamb Connection Supplement - P10.pdf FL8248 RIO II Track Supplement Chart P10.1)df Verified By: Mark A. Sawicki FLORIDA PE 72613. Design Pressure: +18.50/-20.70 Other: Glazing is not Impact resistant and does not Created by Independent Third Party: No meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R10 AE 8000 eval.ndf Created by Independent Third Party: No 8248.11 8000/8100 #1142 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 RIO II 1142 327022 P4.pdf Approved for use outside HVHZ: Yes FL8248 R10 II 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant: Yes Design Pressure: +34.40/-38.30 FL8248 RIO II Jamb Connection Supplement - P10.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.12 8000/8100 #1143 18' Max width. 8' Max height. Glazing available in top or hq://www.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyW... 8/2/2012 SCHEDULEI 3/8" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE3 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 22 280 24 23 20 - 320 0� 20 �'- 18 340 21 19 16 360 20 18 16 380 19 17 15 400 18 16 14 420 17 15 13 440 16 15 13 460 16 14 12 480 15 13 12 500 14 13 11 520 14 12 11 540 13 12 10 560 13 11 10 580 12 11 9 600 12 11 9 620 12 10 9 640 11 10 9 660 11 10 8 680 10 9 8 700 10 9 8 720 10 9 8 740 10 8 7 760 1 9 1 8 7 780 9 8 7 800 9 8 7 1. BASED ON 3/8" 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 16fV2 = 240lb/ t 4. CHART IS BASED ON 6'4' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER'DRYWALL, INCREASE FASTNER 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 1-112", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005. 9. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P10 NOTES: I 1 CT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WTHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL BE 11" x 17" CUTOUT, FASTENED WITH ®8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG THE VERTICAL SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. 2. NON -IMPACT REISTANT GLAZING OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) #Bx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WIND PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69" AND A MAXIMUM LENGTH OF 16.94. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. LOUVER OPTION - .040" MINIMUM LOUVERS IN DLDED FRAMES SCREWED TOGETHER WATH A MINIMUM OF (10) #Sxt" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. 6. SECTION STEEL TO HAVE A MINIMUM 26 GA THICKNESS. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. B. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. S. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. SUPERIMPOSED DESIGN PRESSURE DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) MARK A. SAWICKI, PE 2501 S. STATE HW7 121. SUITE 200 LEWiSVILLE, TX 75067 FL PE 72613 TX PE 106291 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 CA MIN HORIZ TRACK 5/16x1-5/8" LAG SCREW (MIN 3 AS SHOWN) 4 1 4-20x9 16" LARGE E D TRACK BOLTS OR 1/4-20 STUDS WITH 1/4-20 HEX NUTS 16 GA MIN VERT TRACK 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SC14ELOULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK EACH END (NOT REQUIRED WITH OPERATOR - SEE NOTE 4). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTES 1 AND 2 THIS SHEET FOR GLAZING OPTIONS. JAMB BRACKET SCHEDULE DOOR HEIGHT OF SECTIONS BRACKETS (EACH JAMB) TRACK TYPE LOCATION OF CENtERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS f 2") 6'-6" 4 5 QI JB-US , 14 01 , 23-1 2 JB-US , 34 JB-US , 44 (01). 56 JB-US 8'-6" 4 6 FAT JB-US), 10' (JB-US), 21-3 4" J8-US , 39" JB-US , 48' (JB-US), 57-1 4' JB-US 7'-0" 4 6 QI JB-US , 14' a), 25-1/2' JB-US), 34 (JB-US), 44' (01). 63-1/4' JB-US 7'-0' 4 6 FAT " (JB-US), 10" JB-US), 25-3/4" (JB-US), 38" (JB-US), 52-1/2' (.S-US), 63-1/4" (JB-US) 7'-6" 5 8 QI JB-US , 14 01 , 24-1 2 J8-US , 32-1 2 JB-US , 43 QI , 49' JB-US , 62-1 2 OI , 7 JB-US 7'-6' 5 8 FAT JB-US , 10 JB-US , 22-3 4 JB-US , 36 JB-US , 45 JB-US , 54-i L JB-US , 63 JB-US), 74-1 2" JB-US) 8'-0" 5 8 QI (JB-US), 14" (01), 23" (JB-US), 34" (JB-US), 46" (QI), 58" (JB-US), 66-1/2" (QI , 75-i/2" JB-US) 8 -0 5 8 FAT JB-US , 10" JB-US), 25-3/4" (JB-US), 39" (JB-US , 48' (JS-US , 57-1/2' JB-US), 66" (JB-US), 75-1/2' (JB-US) W-01 I I ISEE NOTE BELOW US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. aynr® pfdton DIVISION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 STATIC PRESSURE- RATING. APPROVED SIZES ,-+30,OO/-33.50_'• MAX WIDTH: 16,-0" (PSF):. _ , , +45:00/=.50:25' ' -- MAX HEIGHT: 14'-0" 'T/CYCEVRATED (YES/NO): YES MAX SECTION HEIGHT: 21 MODELS 8000/8100 REVISIONS MODIFIED NOTES TO ,TE THAT LOUVERS NOT IMPACT ISTANT. ' 6/29/07 MODIFIED JAMB 1CKET SCHEDULE OWING REPLACEMENT 01 WITH JB-US. )ED IMPACT iISTANCE TO DOOR. )ED MAX GLAZING ENSIGN TO NOTES .ET 1. ADDED TRACK FLAG CONNECTION rE. 11/10/07 :NSE NUMBER TO E BLOCK. ADDED ACT RESISTANT ZING. 9/19/08 UPDATED TITLE BLOCK I IMPACT GLAZING 4/16/12 SCALE: N.T.S. SIZE: A DATE NAME DRAWN 5/22/06 CRT CHECKED 1/22/07 MRS WINDLOAD SPECIFICATION OPTION CODE 1123 SHEET 1 OF 2 DRAWING PART NO. I REV. 327017 P4 UA ROLLER SLIDE ATTACHED TO %CKET WITH 5/16-18 BOLT & NUT CENTER SLOT AND 1/4-20x9/16" 1CK BOLT & 1/4-20 HEX NUT TOUGH ANY TWO ALIGNING HOLES GA COMMERCIAL 'A' FRAME BRACKET ATTACHED WITH 1/4-14x7/8' SELF LUNG CRIMPTITE SCREWS / (2) 1/4-14x7/8" DETAIL A F DRILLING CRIMPTITE SCREWS SIDE OF EACH END HINGE) - NYLON STORMGARD ROLLER A 4-1/2" STEM AND ' 6' PUSHNUT AT EACH .LER LOCATION. 1/4" MAX WEEN PUSHNUT AND _ 'A WIDE BODY END 1 IE ATTACHED WITH SING SCREWS SELF DETAIL B 18 CA NARROW BODY o INTERMEDIATE HINGE O ATTACHED WITH (4) 1/4-14x5/8' SELF TAPPING SCREWS 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4-147/8" SELF DRILLING CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET AND (1) 1/4-14x5/8' SELF DRILLING TAMPER RESISTANT SCREW J MARK A. SAVACKI, PE 2501 S. STATE HWY 121, SUITE 200 LEWSVILLE, TX 75067 R FL PE 72613 TX PE 106291 PROFESSIONAL ENGINEERS SEAL PROVIOED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS, Aa,fu; YA :fU„ ai. f� FX71 � W-11 milli I! mli IF 1110711 1 14' & 15' V V V V Ell FRAME TAIL SCREW (6) SECTI (9) 3" 18 GA 8 LOCA (5) SECTION DOORS 8) 3" 18 GA 80 KSI U- LOCATED AS S (4) SECTION DOORS WITH (6) 3° 18 GA 60 KSI U-BARS LOCATED AS SHOWN DETAIL 0 EXTERIOR / FRAME 1/4' POLYCARBONATE DETAIL E ATTACH U-BAR WITH (2) 1/4-147/8' SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. (8) SECTION DOORS WITH (12) 3' 18 GA 80 S LOCATED AS SHOWN (7) SECTION DOORS WITH (11) 318 GA 80 KSI U-BARS LOCATED AS SHOWN N DOORS WI 0 KSI U-8AR5 lED AS SHOWN WITH-) D BARS HOWN I• O ways® Balton STATIC PRESSURE RATINGS APPROVED SIZES SL DESIGN (PSF): +30.00/-33.50 IMAX WIDTH: 16'-0" TEST (PSF): +45.00/-50.25 1 MAX HEIGHT: 14'-0" DF IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: 91" CF MODELS 8000/8100 1SION OF OVERHEAD DOOR CORP PENSACOLA, FLORIDAI 2514 1—M --- WINDLOAD SPECIFICATION OPTION CODE 1123 REVISIONS MODIFIED NOTES TO TE THAT LOUVERS : NOT IMPACT ISTANT. . 6/29/07 MOD11 ED JAMB �CKET SCHEDULE OWING REPLACEMENT 01 WITH JB-US. IED IMPACT IISTANCE TO DOOR. )ED MAX GLAZING ENSION TO NOTES :ET 1. ADDED TRACK FLAG CONNECTION 'E. 11 /10/07 MODIFIED LOUVER TON. ADDED TEXAS =NSE NUMBER TO 9/19/08 UPDATED TITLE BLOCK I IMPACT GLAZING 4/16/12 N.T.S. SIZE: A DATE NAME 5/22/06 CRT ED 1/22/07 MRB SHEET 2 OF 2 DRAWING PART NO. 327017 I REV. P4 I These Tables Are For GARAGE DOORS IN One and Two Family Dwellings Garage Doors Installed.ln Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] J ❑160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2 ❑160 EXPOSURE B 16' x 7' Door = +'25.6 - 28.5 ❑160 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 story and max 15' ❑160 EXPOSURE C 16' X 7' Door = + 31.0 - 34.5 mean roof height) ❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30' ❑160 EXPOSURE C 16' X T Door = + 35.9 - 39.9 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 39.3 -44.4 (1 story and max 15' ❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ( 2 story and max 30' ❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 mean roof height) ❑150 EXPOSURE B 9' x 7' Door=_+ 22.8 25.8 URE 1`6' 7-"Door --+ 21'83 ❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 (1 story and max 15' ❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 mean roof height ❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ( 2 story and max 30' ❑150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 mean roof height) ❑150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 (1 story and max 15' ❑150 EXPOSURE D 16' x T Door = + 32.1 - 35.8 mean roof height) ❑1.50 EXPOSURE D 9' x T Door = + 37.9 - 42.9 (2 story and max 30' ❑150 EXPOSURE D 16' x 7' Door = + 36:2 - 40.4 mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered)