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HomeMy WebLinkAboutNOA - GARAGE ROLL-UP DOORG�R� File (Ty RECEIt'-DRUG 1(32017 MIAMI-mou DARE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMiNISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Overhead Door Corporation . 2501 South State Highway 121, Suite 200 Lewisville, TX 75067 MiAMi-DADS COUNTY PRODUCT CONTROL SECTION 11803 SW 26 Street, Room 208 Miami, Florida 33175-2474 1' (786) 315-2590 F(786)315.2599 N%,Nvw.nijamidade.gov/econorny SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detertnined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 170/180 SteeFSectional Garage Door up to 18'-0" Wide x 8'-0" High with Optional EPS Insulation and Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 411057, titled "Series 170, 180WL, WS9, 18' Max. Wide", sheets I through 4 of 4, dated 07/15/2011, with revision P5 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 02/05/2016, bearing the Miami -Dade County Product Control revision stamp with the NOA number and expiration date by the Miami -bade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: A permanent label with tile manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal. of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA 0 11-0211.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 14-0825.OG MCI AM Expiration Date: Jane 30, 2021 Approval Date: May 19, 2016 Page 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 411057, titled "Series 170, 180WL, WS9, 18' Max. Wide", sheets 1 through 4 of 4, dated 07/15/2011, with revision-P5 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 02/05/2016. B. TESTS "Submitted under NOA # 11-0211.04" 1. Test report on .1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel Sectional Door System with an Aluminum Windload Post, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2047W-1, dated 05/17/2007, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS.202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel Sectional Door System with an Aluminum Windload Post and Impact Resistant Glazing, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2049W, dated 11/09/2007, signed and sealed by Ramesh Patel, P.E. 3. Test report on Forced Entry Resistance per FBC, TAS 202-94 of a 16'xT Series 180 • Sectional Residential Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1016, dated 05/26/2001, signed and sealed Arshad Viqar, P.E. 4. Test report on Self Ignition Temperature per ASTM D1929 of BPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/1991, signed by William E. Fitch, P.E. 5. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density Index) per ASTM E84 of EPS foam plastic, prepared by Omega Point Laboratories, dated 07/30/2001, signed by William E. Fitch, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Test report on Tensile Test, per ASTM E8 along with marked -up drawings,. prepared by Certified Testing Laboratories, Inc., Report # CTLA 1672W, dated 05/17/2007 and 05/22/2007, signed and sealed by Ramesh Patel, P.E. "Submitted tinder NOA # 07-0808.01" $09�iyl2otG Carlos M. Utrera, P.E. Product Control Examiner NOA No 14-0825.06 Expiration Date: June 30, 2021 Approval Date: May 19, 2016 E-1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submilted adder NOA # I1-0211.0.4" 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-0605.05, issued to Bayer MaterialScience LLC, for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. STATEMENTS 1. Statement letter of code conformance to 2010 and 5111 edition (2014) FBC issued by Overhead Door Corporation, dated 11/14/2014, signed and sealed by Mark A. Sawicki, P.E, "Sit6mitted under NOA # 11-0211.04" 2. No financial interest letter issued by Overhead Door Corporation, dated 05/13/2011, signed and sealed by LeRoy Krupke, P.E. I2 Carlos M. Utrera, P.E. Product Control Examhier NOA No 14-0825.06 Expiration Date: June 30, 2021 Approval Date: May 19, 2016 E-2 I 7 D NOTES /� /� 1RESISTANT GLAZING SYSTEM MAY BE AA INSTALLED IN TOP OR WTUME➢IATE SECTION (WITH OR WITHOUT �AR� GLAZWGG SHALL BE 1/44' MAKROLCORATIVE POLYCAIRBONATE OR EQUAL (MIAL9-DADE D APPROVED). MAXIMUM GLAZING DIMENSIONS SHALL BE iB.56' X 1228'. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY DETAILS. 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP 70P AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 3. KEY LOCK OR SLIDE LOCKS REQUIRED. 4. SECTION STEEL TO HAVE A MINIMUM 24 GA THICKNESS WITH A MINIMUM 040 COATING AND A MINIMUM YIELD STRENGTH OF 33.8 K9. 5. THE DESIGN OF THE SUPPORTNC STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUTIDOO OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING 6. WOOD SU13STMTE FOR DOORJAMB IS TO BEA MINIMUM 2.6 NO. 3 SOUTHERN PINE. REFER TO SHEET 4 FOR ATTACHMENT 10 SUPPORTING STRUCTURE FOR MOUNTING OF CONTINOUS WALL C ANGLE. SEE CONTINOUS WALL ANGLE DETAIL SHEET 4. 7. FOR LOW HEAD ROOM UFT CONDITIONS. TOP BRACKET SHALL BE A 13 CA UIR 7/4 TOP BRACKET PATH A MINIMUM OF (3) 1/4-140/8' SELF DRIUJNG CRIMPTITE SCREWS 01 LIEU OF THE BRACKET SHOWN ON INNS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP Of LAIR TOP BRACKETS. 8. LOUVERS MAY BE INSTALLED ON THE DOOR IFA THE TOTAL AREA OF THE LOUVER DOES NOT EXCEED 120 SQUARE WCHES 9. DOOR WITHOUT POST SYSTEM HAS BEEQN© TESTED TO WITHSTAND DESIGN PRESSURES CORRESPO DING TO A 75 MPH WIND SPEED (+/-74.40 PSf). POST SYSTEM SHALL BE WSGLLEO YMEN WIND SPEEDS ARE EXPECTED TO EXCEED 75 MPH. 10. IN LIEU OF THE SNORT PANEL EMBOSSMENT SHOWN. LONG PANEL EMBOSSMENT, V12 PANEL B EMBOSSMENT OR NO EMBOSSMENT MAY BE USED. It. THL9 GARAGE DOOR HAS NOT BEEN TESTED FOR AIR INFILTRATION. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNF'OR11 qNT LOAD AT HEADER AN DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB LOCATION LBS tY-0' 7-D' 1655/-209. +1507.4/-1712.9 w-o' tBS5 -209. 190.7 -215,7 +1704.0-1936.3 +1637.0-1850.5 10'-D' 8'-0' 190.7/-21A7 +IB60.]/-21029 13 GA HEADPLAIS 13 CA NORGE ANGLE. ® POST CHAIN ATTACHED TO NORGE ANGLE WITH S-HOOK 1S CA MIN HCRR TRACK 5/16X1-5/07 LAG SCREW (MIN 4 AS SHOWN) 15 CA MIN VERT TRACK 1/4-204/16' TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION 5/78XIv/e' LAC SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUAIUTY. LOCATION. AND TYPE KEY LOCK OR SLIDE LOCK ®NQIEL f4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS IMTH OTHER SECTION QUANnnES AND SEE NOTE I THIS SHEET FOR GLAZING OPTIONS. ' . —11 DOORS. JAMB BRACKET SCHEDULE DOUR HEIGHT NO, OF SECTIONS CQJ JAY BRACKENS BRAfTRACK (ALL DIM FROM BOTTOM:1:2) (EACH JAMB) OF TRACK (ALL DIMENSIONS f 2') 6-6 4 7 JB-US 1 .B-US 1- 4 J3-US - 4 JB-IUS - JB- S JB-US -1 4 UN Y-0 4 7 JB-US , t { JB-US , 29-3 4 JB-U , 4 JB-US . S2-f 2 JB-US . 83-1 4 JB-US 7 -6 5 8 US T - . 1 4 - S , - - 5 - B 5 8 JB-US . 10 JB-US . 2t-3 4 dB -US). 29-3 4 JB-US . 79 Jil-USJ. 48 JB- S , 57-1 2 JB-US , 75-1 2 JB-US APPROVED DESIGNS NOTFL CONFIGURATION (is S) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED 70 TRACK WITH 1/4-20X9/16' TRACK BOLT AND NUT AS SHOWN ABOVE A Moon EDBDEO�ED ALL DOORS WTK DECORATIVE OVERLAY REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SHEET 4 FOR DETAILS 173 SNORT PANEL ® SERIES 173-177, 183-187 174 LONG PANEL 175 FLUSH 1B3 SHORT PANEL- INSULATED • .oa.m um „�.ma 1B4 LONG PANEL- INSULATED • "m FlNI51 IDS RUSH - INSULATED ' 11NDIX .251 +.IN �fK] NUMBERS: 3 .., N/A ast To 5os +uBA/�II3 X t .IUNIT • INSULATION IS EXPANDED POLYSTYRENE IN u oVm .Sss +TIED/ -,ant J4L A Ab OLSUI COMPLIANCE WITH CHAPTER 26 OF THE FBC. JIII + .010 REF DXD USD ON : 1/ts Awls t s EACH 8 7 6 5 4 3 STATIC PRESSURE RATINGS APPROVED SIZES bE51GN PRESSURE(PSF): i6/-52 MAX WIDTH: 10' MAX HEIGHT: B' IMPACT/CYCLIC RATED: YES (HVH2 MAX SECTION HEIGHT: 21 W" 0— NONE 2 PRO1D4UCT REMEWfiO COdepQdL 111C fT0TIdA I404FP& DArcF Ca1M1o1 '/!!l1111111T\ DWAYNE J KORNISH, PE 2501 S. STATE HWY 121. SUITE 200 LEWISVILLE. TX 75067 FL PE 77945 SERIES 170, 18OWL WS9, 18' MA( WIDE D-411057 1 2_ —l+ 1 ■n ■n ■0 L ■ F M. 7 5 4 3 p NOTES 13 CA ROLLER SLIDE ATTACHED TO 1 BRACKET 1WTH 5/16-16 BOLT & NUT ®— .A Io rnlvs IN CENTER SLOT AND 1/4-20a9/w- TRACK BOLT h 1/4-20 HEX NUTr 16' IHROUCI lg - 1 THROUGH ANY TWO ALIGNING HOL(5) SEC 10M DOORS W . • (7) 3' 2D GA BO K9 U-BA (2) 13 GA COMMERCIAL 'A'1 I FFRR LOCATED AS SHO EACH D ANE TOP BRACKETS ATTACHED WITH (4) 1/4-14a7SELF DPoILNC HIR61P71TE ADD (2) 1/1-1417/B' 142 @ 15 (4) SECTION DOORS WITH SELF DRIIING CAIIRBTE SCREWS DETAIL N (5) Y 20 ONSIDE OF EACH INSIDE END t LOCATED CATED ASHOWN AS HINGE) - 1 — • I 1 •' 2' STEEL ROLLER WITH Qo . 1 t 9' GRADE 1144 OR I / EOUIVALENT STEM (2) 14 GA YdOE BODY END HINGES EACH ATTACHED WITH 4) 1 r SELF NO CROIPTNE U-SAR WITH ® 6I1411N(A(T))TAC//H DETBILB ® 0 CRMPTTE SCREWS AT EACH STILE LOCATION. TYP. 14 CA WIDE BODY INTERMEDIATE HINGE ATTACHED WITH (4) Q' HEADER C` 1/4-14A7/B• saF DRR1.410 CROONTE SCREWS HEADER LOCK \ BRACKET `t A0TLD NLUT 12 CA EXTENSION BRACKET DETAIL M RESISTANT C1AH ' ATTACHED MMH (3) 1/4-14z7 B' SELF COLLINC CNINPIITE WS (2 THROUGH STRUT AND BRACKET (4 18:1-s/6- 14 GA BOTTOM BRACKET ATTACHED PATH (2) 5/IO-1saT-I/2' 1/h1477/B' SEIF DRUMG NIX BOLT @NUT LYTIMPnTE SCREWS THROUGH STRUT AND BOTTOM BRACKET AND (1) 1/4-14a5/B' SELF DRILLING SCREW \ ➢ETAD_R 25M PSI ION \ 14 GA CENTER FUN .V B CONCRETE HITCH PIN (4) 1/4-14a7/B' g- K g- Ipy SELF DRLLINc TURNDOVIN SUB 5 ION CRDPTITE SCREWS AT FOGS EDGE ADDED TO EACH DISTANCE SCE WITH A POST / CORROSION ®DETAIL H RESISTANT CHAIN (2) 5 16-12a1' SELF D C SCREWS EACH N11H (1) 5/IB FLIT 1-5/LF THK POLYSIYRENE INSCAM HIPS BACKER A 24S. EXIERHOR STEEL SECTION CUTAWAY FOR 190 SERIES 7 2 1 1 a 70P PLATE r • . EIOENSION TOP LOCK NO. 2 HALF HINGE ALIGN BOTTOM OF HINGE VAT" TOP OF THE U-BAR (4) 1/4-14a7/e' PGST `' PLATE SELF ORRLNG LOCKING •� CRDAP71TE ' STRAP ' HITCH PIS 1 } CORROSION RESISTANT CHAIN (21 5 IR SELF DRRLNc III; / SCREWS W/ 5 16 AAT W 1/2-13A-1/2' 4 5/16-IM DRILLINGWtIWNC /B c 3/4' SELF /'• HEN BOLT - SCREWS BOTIOM OETdILE NER N 15CREY5 1/2-13 HEX NUT POST O4pLIlG OETAH G w/4-14Y7/6' (16) /8ft3/4' IONOOP71OWL NON-STRUCTURAL T CM DRRLNO STANLESg sCpEWS WITHMPIRE SKEWS STAN1 ES; BACKED TRIM RUBBER WASIHERS /Y•'J�•• 1/4' POLYCARROHATE 1/B' BEAD GE ULTRAGIA7E I • COKING SSG/OOOAC I L TRAP STRUCTURAL EQUIVALENT O EAGER STEEL \ G �� NOU-TPUCIURAL OPMONAL t// PTtOptlCf HtpN6W170 DECORATIVE 2iNER J-J /• rooilplylk�117d1111L'FiI19 D. 11EfAll2 POSE WINDOW TRIM 80GlLI/Cc& 0 W �1 uxtwt .2sI Iml m3E N/A IN141R3� 3.21 251 TO .500 ame/-.06T X 2 .1 ♦ 1,u MR .6 4 -D61 x4 : w UU�q 3 1/le ARCHES 3 S10 EACH NONE RD' mm I Lm ON 5 4 3 L1LuE J TKO /�''� A............ �P: ' GEN3F •.�Vl No.77"5 *% sTA O DWAYNE J KORNISH. PE 2501 S. STATE HWY 121, SUITE zoo LEWISVILLE TX 75087 FL PE 77945 �1 AL SAWIc10 n/3o/fo SERIES 170, (BOWL WS9, 18' MAX WIDE 7 ET"°KAN 1s II 2 -411057 F. TJONG 7/IS/11 1 2 oar 20 2 1 B A 8 7 6 5 D NOTES .125' 7• ---� D 78' C B y 0O O 1.� 0F1 I oiler I .097' mh 3.75' TOP LOCK PLATE �I 1.56' W-- 4 45' 1.75' L � .o9Y MIN -� lo- .zs• .n/3r �� 1.er � TOP PLATE EXTEN�ON 5' 0 2• O 1 O O 68• F�Ty .097• MIN J HEAnER 1OCN RRAdfET 9.63' 175 .097' MIN j 1.62' 3.72' 11 1.25' o --�1 1.4Y 1�— LODN STRAP 4.27' ---�j 0 o So' fi063 T-e AIUMI T� OM POST 6063 T-6 ALUIANUM INNER POST --j 2.76• ' POST SYSTEM STORAGE NAIF NINOEHITCH PIN NOTE: POST SYSTEM SHALL BE STORED IN A F� 4-CONVEN--.. ASg� LOCATION A6 HOSE 70 GARAGE DOOR 1� O O 0 tl ee '12Y MIN Luj� MOM=MENEWFO 90TTOM LOON PLATE HITS MR f11R POST SYSTEM COMPONENT DETAILS ® NO c6 aTDaDA, oaeua A 4 3 1 0 I P+. Mwle - N/A i�'c U141FA .251 f.001 -A03 HVNB06: S .T3 .251 TO .SOD ame/�m3 x t .1 UNIT OF orlx Soo ..uP6�-ma xl :.os REASM REF DRD I USED ON t 1/16 t sIo FACH NONE 8 7 6 5 1 4 3 2 REVISIONS mo w0 _■3 `�Illlllnry �.10 NE J Kp''4,. UC�sF * No. nm y MTE& A�W�.�`�. fYWAYNE J KORNISH, PE 2501 S. STATE HWY 121. SUITE 200 LEWISVILLE, TX 75067 A FL PE 77945 TX PE 117868 6AWIOla 11/30/10 SERIES 170, 18OWL WS9, 18- MAX WIDE uelarl 7/1s/11 D-411057 00NG 7/15/11 1 2 4 1 4 D NOTES 3 2 MAX SPACWD OF ANCHORS/SCREWS PER JAMB (W) 13 CA MIN 3/9' SMPSON 'ITEM 3/8' SIMPSON THEN 3 8" X Zr LONG CONTINUOUS NO SCREW ANCHOR TO HO SCREW ANCHOR TO / PLATE WALL ANGLE—,WRMUM 2W0 PSI MINUIUM 20OU PSI LAC SCREW D 1 CONCRETE GROUT RLLED OAU (SEE NOTE 3 II (SEE NOTE 1 BELOW) (SEE NOTE 2 BFLAYQ 4 ) MIN iq• (]) 1/4'-20 'RACK 24 24 24 MAX CLIP II CA OR CARRIAGE BOLT WIOI 1/4'-20 NUT 1. BASED ON 3/9' SIMPSON RTEN HEAVY DUTY SCREW ANCHOR WITH A 1' O.D. WASHER INTO CONCRETE WITH A T - YWMUM EMBEDMENT DEPTH OF 2-3/4 AND A MINIMUM EDGE DISTANCE OF 2-3/4•. Y lYP CAL am 2. BASED OL 3/8' SIMPSON TITER HEAVY DUTY SCREW ANCHOR {NTH A V O.D. WASHER INTO GROUT RULED CMU IWDH BO TW nFru A MINIMUM ENBEDMENT DEPTH OF 2-3/4'. A MINIMUM EDGE DISTANCE OF V. AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UM1S SU1LL CONFORM TO ASTM C90 AND GROUT SMALL CONFORM TO ASTM C476. 3. BASED ON 3/e' DIAMETER w 3' LONG LA0 SCREWS WITH T' O.D. WASHERS WITH A 1-9/32' THREAD PEREHRADON 12" IN70 SEASONED DRY WOOD SUPPORTING STRUCTURE. MAXRSW 0.28 0 MIN 11 GA CLIP 4. PROWDE QUANTITY OF SCREW ANCHORS OR LAC SCREWS AS REOURED TO WUNTAW MMMUM SPACNG AS SHOWN W TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAO SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND B07TOM OF JAMB SMALL BE PLACED A MAXIMUM CF V FROM THE END CF THE JAMB. SEE CUP DE TAR 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +207.0/-234.0 LBS PER FOOT. M .I� lHI9 SHEET I (1) 7/4'RAC TRACK B. CHART JAMB 7FS A SAFETY FACTOR OF A `T 13 CA MW \ CM CARRAGE BOLT 7. DOOR .W F TO BE PR T S 2UC NO. 3 ALL BE PINE ELUMBERRESP (YIN) MOUNTED T DIRECTLY 70 SUPPORT AND SHALL CONDNUWS WITH 1/4'-20 NUT B. DESIGN R HE SUPPORT STRUCTURE SHALL BE THE SOLE RFSPONSBOTTY OF THE BUILDING DESIGNER ANO SHALL BE A WAIL ANGIE .RAN 9. SCREW AN THE LOADS G STEDSCR W NOTESMALL S MAX �� 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WM17EN 1NSTRUC770NS WFI nING OETA: 12 2 3/4" G. M IN EDGE DI 5/16' LAC SCREW INTO 2 3 4' MIN 2 6 LUMBER AT I DIST I 12" EACH HOLE U., ON MAX TRACK I a S' MAK CUPS TO BE EITHER 3/w SIMPSON nTEN BOLTED OR WETDEO. SEE H0. 2-3/4' MIN ' DETAILS TRS PAGE ENBLD WFOR lO MIN I CONTINUOUS WALL ANCIE 2000 PSI COHCREIE i/4-20A9/16' TRACK BOLT LOCATION HOME AND 1/4-20 HEX NUT ®CONTINOUS WALL ANGLE DETAILS n f y,� � t N MMW Sm R e' Nmunu wK' DNFmi WYIXA r r r 6�-�a • _y g�-�g _ nrla ma A sir atR a 91w TAIDLL aa� w 7 w 6' 18' MAX WIDTH - PR�O,,D..U�C,Ty�6v RFFxW B01w\�At4 .w -w_r. 1 T11111T1111 T,, No.77945 *� i-�Al DWAYNE J KORNISH. PE 2501 S. STATE HWY 121, SUITE 200 LEWISVILLE, TX 75057 FL PE 77945 MOLE WHOLE N/A ��c -. S V& 11/JD/10 �� 170, )BOWL UNDER 231 aaOM -.a3 AweDs :.2s WSB, i6' MAX 1410E 231 70 .500 r.009/-m3 x t .1 UNIT OF MOOT 5 31 11 + w1R .3m 41NID -aD3 Ju :.m MFASURE G. FINFRAN / / Nm1E D-41105E REF 0WC USkD ON 4 1/IB ANGLE`. 3 .S' FAH F. TJONC 5/J7/11 �u,0 T 2 oot & 51 4 3 2 1 Rid A 0. M 4