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WS-17-2028No of Openings: 1 Additional Info: Classification: Residential Scanning: 1 Contractor(s) Phone AUTOMATED HOME SERVICES INC (305)594-3810 al Type of Work: REPLACE EXISTING GARAG it: NTH I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. 'S-8 -17-20 2 8 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Dais. 8/21/2017 Expiration: 02/17/2018 Applicant 701 GRAND Concourse Miami Shores, FL 33138-2475 1132060172230 Block: Lot: OLGA NADJA ZUBRIK Owner Information Address Phone Cell OLGA NADJA ZUBRIK 701 GRAND Concourse MIAMI SHORES FL 33138- (305)604-1518 Cell Phone Valuation: Total Sq Feet: $ 2,295.00 0 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $110.00 $3.00 $2.40 $121.80 Pay Date Invoice # 08/10/2017 08/21/2017 Pay Type WS-8-17-64836 Check #: 39060 Check #: 39077 Amt Paid Amt Due $ 50.00 $ 71.8C $ 71.80 $ 0.00 Av;jfS Inspections: Inspec•l• r�rp LReview Building` Final 'CELLED In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / ontr ctor / Agen Building Department CO August 21, 2017 August 21, 2017 Date ,,‘\Ss(d L_NNy2 31 SqLL3 ?-1 Miami Shores Village RECEIVED 8\V\5.7 Building Department AUG 101017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138'Cl_ 6\�' Tel: (305) 795-2204 Fax: (305) 756.8972 INSPECTION LINE PHONE NUMBER; (305) 762-4949( FBC 2ON 1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No, BUILDING Q ELECTRIC Q ROOFING El REVISION Ej EXTENSION r RENEWAL (PLUMBING MECHANICAL pity.F;Ks JOB ADDRESS: -/r 'Op e0aefi",.-,,,C_ , r� co: iami Shores o �M z r i i ►i�: �J Follo/Parcel#: '1 3- 44 'D/ . is the Building Historically Designated: Yes NO X ,, Occupancy Type: , toad; Construction Type: Flood ono BFE: FFE: OWNER: Name (Fee Simple Titleholder); 101 f � ' Phonem, 4,1 Address:yy/� / /2//� ��, .. .. City: l/i/.09/i'1i A/MC3 . ,.State: Zip; _3/3b, CHANGE OP CANCELLATION El SHOP CONTRACTOR DRAWINGS Tenant/Lessee Name: Email: Phone#: Oa: any Name: sli.ridA1/17a) 94/ City: in L 1 A/? State: FL Zip: 3 i Qualifier Name: �! 4 1 Phone#: SL7 (C9 State Certification or Registration #: Certificate of Competency #: _ p0 DESIGNER:Architect/Engineer; f11. JO6 _I�®A /1� Phone#: ' � 74/ 066 Address: 9 ' O ,S-C/�/. "T �U/ 7 2 ) City: A. /A/r7/_ State: C� _ Zip: S3..r Z-3, Value of Work for this Permit: $-_.,_ %-� a) Square/Linear Footage of Work: _ %a 5. // .' X % Type of Work; ❑ Addition n Alteration El New ` Repair/Replace Description of Work: .e4,4 ,�X/ $'f/�I/� Qj/QA.:444e- '1� !i l 44 e/4 . Specify color of color thru tile: Submittal Fee $� v� ff/^� Permit Fee $ 110 Scanning Fee $ Radon Fee $ 0 Demolition CCF S CO/CC $ DOPR Notary $ Technology Fee $ Training/Education Fee , Double Fee Structural Reviews $ Bond $.. xim.�T.... TOTAL FEE NOW DUE $ mu�. (aav+sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building Nermit Is issued. In the absence of such posted notice, the inspection will not be approved and a relnspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this oZ day of f,4 4T 20 / , by D4 ,,i7 1 , who is personally known to me or identification and whQ did take loath. NO IC SignI Prin Seal'. +* :° s Notary Public - State of Florida My Comm. Expires May 31, 2018 ......... Commission # FF 164746 as CONTRACTOR The foregoing instrument was acknowledged before me this �,...0day ref.ti44117— ,20 / 7 ,by L Z �„., 1- S_,,,,,-,, who Is personally known to rite or wh8-±k -{I1'C identification and who did take ath. N°TARA , tif(fC'� 111_27IO.- ,. ****************************** 4*$ ***I *******14********44I APPROVED BY i 1 Plans Examiner Structural Review **************+**dig**** k**.********,Cr;.i6! Zoning Clerk (Revised02/24/2014) ALFARooq CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Automated Home Services, Inc. Project Name: OLGA NADJA ZUBRIK Project Desc.: 701 Grand Concourse AFC Number: Design Criteria: i, Florida Building Co ii, Wind Loads are calculat General Notes: Miami Shores, FL 33138 17-1157 RECE7 vEr1 AUG 10 ?01I Date: Jul28, 2017 Engineered By: ALC Checked By: . •.. . . • .... • • • •• • •• . • • • •.. • • • •••• • • •••• ▪ • • • .. •• • • • . • • • - Any deviations from conditions shown on calculations or drawings shall be engineered 1e• phrl2tely... . • •• • • - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural!requirements oily. Additional Notes: - ROOF TYPE: SLOPED -RISK CATEGORY.: 2 Disclaimer: \NI ir,iTv R! , ;, FFGULATIONS - This document is not valid without the embossed seal ofngineer employed by Al-Farooq Corporation. \DPROVED 7riNI�NG DEPT [TG DEPT EO T TO COMPLIANCE WI F H ALL FEDERAL - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional UL 3 1 2017 Javad Ahmad, P.E. ' FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com Automated Home Services, Inc. Coefficient Kh 1.03 NADJA ZUBRIK Residence 701 Grand Concourse Miami Shores, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z (qz] (Ib/ t^2) 68.64 Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category D Risk Category 2 Coefficient Kz 1.03 Mean Roof Height (h] (ft) 15.00 Height Above Gnd. Level (z) (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h (qh] (1b/ft^2) 68.64 Component Size Mark Comp Type W (in) H (in) S (in) ALL Garage Door Design Wind Pressures (Ib/ft^2) Z4+ Z4- 25+ Z5- In Zone Gcp Coefficients Gcpi Coeff. A ft^2 Z4+ Z5+ Z4- Z5- Pos Neq 85.30 0.84 0.84 -0.94 -1.07 0.18 -0.18 41.8 -45.9 41 � h 51.5 125r A�SPER-NOA:#1t5:4404°03 1k1611F,PGARAGE4.1 `DOOR IS:APPROVED.eFOR147t' t 4vw AN t ram- +Ya f }y r; y x r tares . 48*PSF4 4+'441'8tSSE OfK�/1ie 4"4 i _<+ S3,, -52-.0 ?SF-> 51 "5fP F OIK .� �. 8 t .. ... . . . . . . . . • . . •• .. .•. .• • . . .. ASCE 7-10 W1ND LOADS ON COMPONENTS AND CLADDING : AL-FARDOQ CORPORATION, /215:SA0%87th AVE, MIAMI FL. 33174. TEL:305-264-8100 • . . . . . • . . . • .• .. .. .... • • • • • • Engineers Seal Engineers Name And Signature ... . • • • • . . . • .. .. . • • • Design Date . ..• . • .: :7/Z9/20:17 3:45:42 PM • • • • • • •• 0• Design Reference Number 17-1157 •.• . Full Hip Roof Structure 24" Overhang Roof Peak at 14 feet above ground Estimated Roof Mean at 12 ft. See attached picture(s) 3' 9" 16 0" 3' 9" Subject Garage Door North Bevation •• •••• •• •• • • • • •• • • ••• • • • • • • • •• ••• • • • • • • • • • • • Eor•tractcs: • • • • • lkuibyltet1 J-1brrt S r ii ces, Inc. W 2010 N94th Avenue Doral FL 33172 Tel: 305) 594-3810 Fax: 3051:11-24V • • • • FC;00p011:303 4MiernYDa�de3 • •- - • & • • Garage Door Location and Size ••• • Ju1I27,3017•• • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY: "k 1.. DATE: O l 1 VI' *ALL INFORMATION PROVIDED BY CLIENT Owner: OLGA NADJA ZUBRIK 701 GRAND CONCOURSE Miami Shores, FL 33138-2475 Folio: 11-3206-017-2230 Legal: AMD PL MIAMI SHORES SEC 4 PB 15-14 LOTS 9 & 10 BLK 104 LOT SIZE 100.000 X 130 OR 19345-4933 10 2000 1 COC 22661-1909 09 2004 1 Scale: 3/16" = 1'0" Complies with the FBC 5th Edition, (2014) F E Door 8'-0" See — below I door D -r' End & Intermediate Stiles (Backers) Top Bracket L (sheet 2 of 3) ti door openingdoes not attack the "yam i ... V ' A the wind load rating of the door. /the DETAIL A (sheet 2 of 3)Detail See quantity ..... Attachesw.N 3 mm TOa{ tx. .LOC at 2 pls. .. - • . DOUBLE STEEL END STILE 18 Ga Galvanized Steel Detail M (sheet 2 of 3) {tl II"I3 Y D r 0 ieight 54 „+/- 3" 78 "+/- 3" Shown ft�!! f! R chart r other o — `) A eights 88z" +�- 3" w :() �r:1� �t +-ati 384"+/-3" • Ttu B „+/-3 B 2 .I • Slide Lock Shown Detail G or Strut & Strut Attachment Intermediate Hinge tT..en.n as..l.et Fnd Hinaw 9 .. / 3 I nnk Rare Datall J (street 2 of 31 Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) C This product hos been tested per TAS202-94 .for static air pressure. This product hos been tested per TAS201/203-94 for forge missile impact and cyclic wind pressure. B A Model Number HT _80 & 2_80 SERIES HT 81 8 2_81 SERIES HT _82 & 2_82 SERIES HT _90 & 2_90 SERIES HT 70 & 2_70 SERIES HT 8052 80 SERIES HT 71 d2_71 SERIES HT 81 & 2_81 SERIES HT _72 & 2_72 SERIES HT_83 & 2_83 SERIES HT 73 & 2_73 SERIES HT_8482 64 SERIES HT_74 & 2 74 SERIES HT _10 s 2_10 SERIES HT_12 & 2_12 SERIES HT _14 & 2_14 SERIES HT _lea 2_18 SERIES HT _32 8 2_32 SERIES HT 33 & 2_ 33 SERIES Door width Design Pressures End Stiles Center Center Center Center Impact Resistant + .td - .sf Styes HI •es Stiles Hi •es Stiles Hlntes Stiles Hines te-e• 'hr. to,r 48.0 -52.0 Double 0�/���� 5 ����/� ///y��/��� /r ' � ���„ r . /,10 .17,7 Ay/ % ��,,,,„r //i�,��ii�%v,/i� � ����/ ���//. �/ /�1. ff����/ /��f,./ Z YES I2.0 Inn. tr-2- 48.0 -52.0 Double YES prom 14•-2• 48.0 -52.0 Double 6 ta-awmtaa 48.0 -52.0 Double YES t t a• um tr r 4: t t s • . i' %/// Ar AMMiniiini/ / '/% r�/ %i'i//il//X%*%r/// /%!%//////4 YES td-oiluuae r / 46.04'. 52.0}`. _'Doubld s.p:e7. � 7 7� ���/���/ i�/ ����!%�� •YY 'Ea. tin 1rr 4:.i - .t ice% j��4©© YES ta-ae.wtee-r 48.0 -52.0 Double re„,,,,, y �� /� �/, 3 r ///,, /� YES tao•mn,tr-e- 48.0 -52.0 Double • /%/�r/' y YES MX Nee ts•-r 48.0 -52.0 Double/� ���/ ., /���� j7ff���f ' i//�/ w �/ / " /y/i. . •YES This product is available in narrower sizes with the some PSF and constructed as shown. This produc is designed and sold by PSF. The AHJ required for ony given site. • • • • Detail D (sheet 2 of 3) 4 + 101" +/- 3" INF w REVISIONS M4m►tma 181E Jomb brocket quontities shown ore for use with grode 2 or better southern pine jambs. Supporting structurol element designs ore to be the responsibility of the professional of record for the building or structure for the loads listed on this drawing. Door Height Total Secections of Total No. of Struts Strut Configuration Jamb Side 6'-0" 3 3 5 6'-0" 4 4 5 6'-3" 4 4 5 6,.6" 4 4 8 6'-9" 4 4 SEE 6 T-0" 4 4 SHEET 6 T-3" 4 4 3 OF 3 6 •7'-6"• e • 4. 7 T •• • : : • 5 7 •T-w • I•• • - 4 7 - 1• 5• 7 I.T-•-• 8.-0" 4 • a 7 8'-0" 5 5 7 Maximum section height is 24 in. • P4oxign:r!T door he*jht is 1116 ft. • • All doers. even She • apolt othe tested height, or Engineer of Record is responsible for dej0r• mining riSF • I b� Th't qybik commercial • • • • %Iat". The* dimensionol • locotidli of the jdnb bro•kets/track clips and the jomb mounting shown obove should be maintained. lei• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOTICE: These drawings ore a supplement to the installation, instructions for o standard door and only covers those procedures thot vary from standard door installation. 11 these specific procedures ore not followed. the door may not perform as designed. Flag Bracket Detail H (street 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) Append neamPlif•Nwises Pladis Dew F E D IMPACT RESISTANT This product hos been evoluoted for use in the High Velocity Hurricane Zone (HVHZ). Haas ' Door. A N,+trwr COTwflv 16'2" HT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+48.0/-52.0 PSF wRANIN I NO.: WL-0600-0I94-08-48-52M-D IREV. 320Sycanlae Wauseon, Ohio 43567 419�„ MODEIt*I: See Sheet 3 DATNONM 12/1/14IDIUVINNT: MVS 'SHEET: 1 OF 3 C B A MlAMS COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Haas Door Company 320 Sycamore Street Wauseon, OH 43567 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.aov/economy 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 determined 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 HT 600, 700, 800 & 2000 Insulated Steel Sectional Gaint floor up.tp 16'-2" Wide .. . • APPROVAL DOCUMENT: Drawing No. WL-0600-0194-08-48-52M-D, titled 1 '--2'' HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 ofq,,fied 12/114 4, prepared by Haas Door Company, signed and sealed by Thomas D. Sullivan, P.E., Ivagipg the Mj pi Dade County Product Control approval stamp with the Notice of Acceptance number and aPpalval date by•the Miami -Dade County Product Control Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' •. LABELING: A pennanent label with the manufacturer's name or logo, manufactUtiing l;ddress.jokl • . • number, the positive and negative design pressure rating, indicate impact rated if applicable, installAtidn 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED ki NOA No. 15-1104.03 Expiration Date: February 11, 2021 Approval Date: February 11, 2016 Page 1 Haas Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WL-0600-0194-08-48-52M-D, titled "16'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, prepared by Haas Door Company, signed and sealed by Thomas D. Sullivan, P.E. B. TESTS 1. Test reports on I) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Resistance Test, per TAS 202-94 along with marked -up drawings and installation diagram of 16'-2" wide x 8" height HT 600 Series Sectional Steel Garage Doors, prepared by Intertek/ATI, Test Report No. E1289.02- 550-18, dated 12/05/2014, signed and sealed by Justin P. McDonald, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheets, prepared by Intertek/ATI, Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T. HarWrnau, P.E. 3. Test report on Salt Spray per ASTM B117 of coated metal steel pants, pjegared by • • • • lntertek/ATI, Test Report No. E1289.10-106-18, dated 11/24/2014, sigited and sei}let1 IIy Gary T. Hartman, P.E. • • • • C. CALCULATIONS . . • • • • • 1. Anchor calculations prepared by JB&B Engineering Consultants, LIG,.dattd 07/0t42.Q,15, signed and sealed by Thomas D. Sullivan, P.E. • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics of the polyurethane foam insulation per ASTM E84, prepared by QAI Laboratories, Test Report No. RJ3298-1, dated 06/25/2014, signed by Christopher W.C. Bowness, P.E. 2. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D1929, prepared by QAI Laboratories, Test Report No. RJ3298-2, dated 07/14/2014, signed by Christopher W.C. Bowness, P.E. • • . • • )� . . . • • • •• . • • • •. .• F. STATEMENTS 1. Statement letter of code conformance to the 56 edition (2014) FBC issued by JB&B Engineering Consultants, LLC, dated 06/16/2015, signed and sealed by Thomas D. Sullivan, P.E. 2. Statement letter of no financial interest issued by JB&B Engineering Consultants, LLC, dated 06/16/2015, signed and sealed by Thomas D. Sullivan, P.E. E -1 offrid Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-1104.03 Expiration Date: February 11, 2021 Approval Date: February 11, 2016 Complies with the FOC 5th Edition, (2014) F E Door 8'- 0" See — below f door D • Top Bracket End & Intermediate Stiles (Backers) Detail L (sheet 2 of 3) the door A the wind opeloadningof fec' does not ng the door DETAIL A (sheet 2 of 3 See chart Delon for quantity Aearhed wall 3 mm TOO-L-LOC at 2 places. W Ilan"!� DOUBLE STEEL END STILE — - 18 Ga Galvanized Steel "' = Detail M (sheet 2 of 3) u ��. �■ •Mu ■ �.� led" ft ft u It u u w « G WWI [ -eight 54 ' +/- 3" 781„ +/- 3" Shown tiff! ft ( :hart 1 ij U x other o LR71.7 eights th,684" +/- 3" I lit Cuu_ B 1 B 224" +/- 3" - - -N�- a— _� �� '� Pfill to_ lra Slide Lock Shown Detail G of Fnd Minna Strut & Strut Attachment Inteedlate Hinge Rn,fnm -� Rrc4rm 1 n k Rant Detail J (sheet 2, Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) C This product hos been tested per TAS202-94 ,for static oir pressure. This product hos been tested per TAS201/203-94 for forge missile impact and cyclic wind pressure. B A Model Number HT_80 62_80 SERIES HT _81 & 2_81 SERIES HT 82 & 2_82 SERIES HT 90 & 2 90 SERIES HT _60 & 2_60 SERIES HT _81 & 2_61 SERIES HT _83 & 2 63 SERIES HT_84 6 2_84 SERIES HT_70 & 2_70 SERIES HT _71 & 2_71 SERIES HT 72 & 2_72 SERIES HT 73 & 2_73 SERIES HT _74 & 2_74 SERIES HT 1062 10 SERIES HT_12 & 2_12 SERIES HT _14 6 2_14 SERIES HT 16 & 2_18 SERIES HT 32 & 2_32 SERIES HT 33 & 2 33 SERIES Door NAdlh Des Pressures End Stiles Center Center Center Center Impact Resistant +,s -paf Stiles Hinees Stiles HI ,es Stiles Hines Stiles HI .es tear mmto. -r 48.0 -52.0 Double 0;���/%,��Q/, © 6 '[��JJ�/ /f,,,,A4//� AY/1/ �����% ���� ���//�. //.���4,, z;3�����/��j�/. / r r�J�JJ�//�J Y // !%// ,74/ / J�J�//J���JJyyy,��// 4 ., /f YES Ir.e-m,. tr-r 48.0 -52.0 Double YES 14anm14-r 48.0 -52.0 Double a terries a •-2• 48.0 -52.0 Double YES, ,rsmm 1r-r 48.0 -52.0 Double 1J}i A %%%. ' ___ 5 /M.. ,.%////44f7-�i/ iDJY/� "/J��/J��/��//�� -,/47 YE9 • te.rc am ra•-r 48.0 -52.0 Double /% % 7 •Yy Ira-weir-r 48.0 -52.0 Double% / j,%,i �; plait/ r' y /,,,,,%�� i�'�'��'''. %j��A//// YES n -O'980 tex 48.0 52.0 Double `y ;//////r YES las-mm+r-r 48.0 -52.0 Double ��y� %7Y/ 4i%//�� iY/� 4/ ���i, i. �i. / 2 YES laa In. 16,2• 48.0 -52.0 Double 7 MK ES • Detail D (sheet 2 of 3) Or f 3) NEV. 301E n REVISIONS SEICINNISS Jamb brocket quantities shown ore for use with grade 2 or better southern pine jambs. Supporting structural element designs are to be the responsibility of the professional of record for the building or structure for the loads listed on this crowing. Door Height Total No of Sections Total No. of Struts Strut Configuration Jamb Side 6'-0" 3 3 5 6'-0" 4 4 5 6,-3" 4 4 5 6'-6" 4 4 6 8'-9" 4 4 SEE 6 T-0" 4 4 SHEET 6 T-3" 4 4 3OF3 6 •T-6"• 4 • 4• 7 •971 : • • 5 7 •T-sr • • • • • _ 7 • �4l • 5• 7 tT-0" i 4 • - 1 7 8-0" 5 5 7 Moximum section height is 24 in. •14oximr door hetht is 56 ft. • • This product is available in narrower sizes with the same PSF and constructed os shown. • • • All doers, even dhow obov* the tested height, This produc is designed and sold by PSF. The AHJ or Engineer of Record is responsible for deldmining Sty PSF � Ahe availobl4 with•jomb•brackets or commercial required for any given site. • • • • . Rill o K. The•quentit/ olid dimensionol leacher of the jdh,b bra•kets/track clips and the jamb mounting shown above should be maintained. • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • 111-•• • • •'• • • • • • • • • • • • • • • • • • • •• •• • • NOTICE: These drawings are a supplement to the installation instructions for o standard door and only covers those procedures that vary from stondard door installation. If these specific procedures are not followed. the door may not perform os designed. Flag Bracket Delall H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) DOM 0 F IMPACT RESISTANT This product hos been evoluoted for use in the High Velocity Hurricane Zone (I-IVHZ). D 320Syamore Wauseon, Ohio 43567 4198374900 MODELISI: 16'2" HT 600, 700, 2000 do 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+48.0/-52.0 PSF DRAWING MD.: WL-0600-0I94-08.48-52M-D IREY. O►IE DAN: 12/1/14 IDRRWN n: MVS See Sheet 3 I EMI: 1 OF 3 C B A Edition, (2014) ADJUSTABLE TOP FIXTURE I Go PUSN NUT 7/16" See ➢EI811__Ii for push nut plocement TEK SCREW 1/4" X 3/4" H. Washer Head Self Drilling (4 per Bracket) DETAIL A TER SCREW 1/4" x 3/4" Hex Wosher Heod Self Drilling (2 per End & Intermediate Stiles) 3 1/2 x 5" E STRUT 18 Go 70 KSI Minimum Golvanized Steel DETAIL E OUTSIDE HANDLE fl 5" -1 3 x 3 1/4" BRIDGE PLATE 18 Go 50 K51 MINIMUM GoNonized Steel Attached with 3 mrn TOG-L-LOC at 4 Corners DETAIL J Alternate Lock Configuration DOUBLE STEEL END STILE 16 Go Galvanized Steel Rstail_M (sheet 2 of 3) Min of 1 DETAIL B DETAIL F LOCK BARS Engage Into the verllcol trock on eoch side of the door END HINGE 14 Go Galvanized Steel -TEK SCREW 1/4" X 3/4" Hex Washer Head Sell Drilling (4 per Hinge) PUSH NUT 7/16" See )1FTAII K for push nut placement JAMB BRACKET 12 Go Goivonized Steel BOLT & NUT 1/4-20 X 5/8" Corrioge Bolt & 1/4-20 Hex Wosher Nut (1 per Jamb Bracket) 1/4- DETAIL K There should be a apace of 1/4" between I. e roller hub and the outside edge of the roller holder which is set by the push nut. NOTE: Jomb Loods: +384.0 lbs./fl. / -416.0 lbs./ft. End & Intermediole Stiles (Rockers) )letoil I .(sheet 2 of 3) Attached with 3 mm TOG-L-LOC at 2 atones. 01 1" �: R •Tye •� i•T�. `T}OT.-yT=` ,T;1�T:.>.!T� iT!T>• -Nu ram.. �': is+L fI.nll'.Il:.�- ���.'.•.:*I 1C .ICI' �zI�UTI �x DETAIL C DETAIL G TEK SCREW 1/4" X 3/4" Hex Wosher Head Sell Drilling (3 per Bottom Bracket & 2 per Low Headroom Top Bracket) BOTTOM BRACKET 13 Go Galvanized Steel LOW HEADROOM TOP BRACKET PUSH NUT 7/16" See DETAIL K for push nut placement BOTTOM SEAL SLIDE LOCK (One On Each Side of The Door) or LOCK BARS (see 0:f./11L.,t) -SLIDE LOCK or LOCK BARS Engages into the vertical track on eoch side of the door TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Slide Lock) VERTICAL TRACK 2" Nominal 13 Ca Galvanized Steel WOOD JAMB - BOLT & WASHER 5/16" X 1 5/8" Lag Bolt & 2" 00. x 7/16" LD Flat Washer NOTE: Jamb bracket must be in direct contact with the 2x6 (No drywall allowed). SECTION B-B 7" Min. ROLLER 2" Diameter Nominal Ten Boil Nylon w/Hordened Shaft or Ten Ball Steel w/Hardened Sholt with o Minimum Workable Shaft Length Shown. •• ••• • f • • DOUBLE EEI; L�1; SAE • yS♦ Go vam��; d tree! • •• etall�l he J_tree!' f M•• The vertical wood jomb fosterers • may be counter sunk to provide o • Got mounting surface. See jomb • attachment details on sheet 3 fol• attaching jombs to the structure. c•• • • ••DETAIL H DETAIL D I 18" Section - 17 4" 21" Saetion - 20 }" 24" Section - 23 I" DETAIL L ea. eT REVISIONS ap88IWI011 INTERMEDIATE HINGE 18 or 14 Go Galvonized Steel TEK SCREW 1/4" X 3/4" Hex Wosher Head Self Drilling (4 per Hinge) NOTE: The location of the intermediate hinges is indicated by the TOG-L-LOC dimples at the lop o1 each section. 18" Section - 17 3" 21" Section - 20 3" 24' Section - 23 >! MATERIAL: 20 GA CS Steel, G40 Min. Hot Dipped Galvonized • •ff • , • I je Imo— 6• 1 J L DETAIL M MATERIAL: 16 GA CS Steel, G40+ Min. Hot Dipped Galvanized FLAG BRACKET BOLT 5/16" X 1 5/8" Log Bolt (4 per Flog Bracket) BOLT & NUT 1/4-20 x 5/8" Trock Boll & 1/4-20 Hex Washer Nut (2 for Horizontal & 2 for vertical Track) • • • • NOTi: •IIfetails Qn •soiptioviews omitted for clarity. • • ••• ••• 4ouble ends stiles, and end hardware may be •• • • • Iliequired„ ota idee or heovier doors. • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • F E IMPACT RESISTANT A NOW,'C mean/ This product hos been evoluoted for use in the High Velocity Hurricane Zone (HVHZ). 16'2" HT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +48.0/-52.0 PSF DRAWING NO: WL-0600-0194.08-48-52M-DIREY. C 320 Sycamore Wauseon, Ohio 43587 419-3374900 MODEM See Sheet 3 ISNEET: 2 0f 3 arrwwu DANEORR 12/1/14IDRAWNRY. MVS A Complies with the FBC 5th Edition. (2014)I 11]" THICK — HT 600 SERIES 1r" THICK — HT 700 SERIES 2" THICK — HT 2000 SERIES 3" THICK — HT 800 SERIES I r STRUT Delne F (sheet 2 of 3) TONGUE AND GROOVE JOINT. STRUT Detail E (sheet 2 of 3) 26 GA MIN. EXTERIOR DDS OR CS STEEL SKIN WITH G40 MIN. HOT DIPPED GALVANIZED. WITH EPDXY PRIMER & BAKED —ON POLYESTER PAINT TOP COAT. MIN. YIELD: 25 KSt TONGUE AND GROOVE JOINT. STRUT Detail F (sheet 2 of 3) 26 GA MIN. INTERIOR CS STEEL SKIN WITH G40 MIN. GALVANIZED, BAKED —ON POLYESTER PAINT TOP COAT. MIN. YIELD: 35 KSI TONGUE AND GROOVE JOINT. STRUT Detail E (shoat 2 of 3) Budding Structure Fastener Type Mh6n"m erwedmei �Eedai daanos �eC.olef spaelnp MCImum mNr SIMunS Te emlmae teed Mln. 2000 PSI Concrete Tepcon 1/4" wf ?OD washer 1 3/4" 2 12" 3" 12' 443 A MIn. oncre4000te PSI C T1" ODapoon 1/4"washer w/ 1 3/4" 2 12" 3" 12" 594 N Southern Plne (G - 0.55) 3/8" Lag w/ 1 UM OD washer 2. 1 12" 4" 12. 845 A Spruce Pine Fir (O 0 0.42) 3/8" Lag w/ 1 1/8" OD washer 2 1/2" 2" 4" 12" 7054 NOTE: 2X6 mounted to the wall must be Southern Plne Grade 2 or better. FIRE RATED POLYURETHANE FOAM INSULATION RIGID/FLEXIBLE PVC BOTTOM SEAL. SECTION A -A 4 SECTIONS 88ECT10Ns ("SECTIONS 7 STRUT CONFIGURATION OPENING HEIGHT •• ••• • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • ••• • •• • • • • • • • • • • • • • • • • • •• • • • might • • • • FASTENER TO CONTINUE 1-1 PAST HEADER 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING FIRST FASTENER 4" to 8" ABOVE THE FLOOR OPENING WIDTH MODEL NUMBERS MODEL NUMBERS AVAILABLE HT _14 & 2_14 SERIES HT _16 & 2_16 SERIES HT _32 & 2_32 SERIES HT _33 & 2_33 SERIES HT 210 & 2_10SERIES HT _12 & 2_12 SERIES HT _60 & 2_60 SERIES HT _61 & 2_61 SERIES HT _63 & 2_63 SERIES HT _64 & 2_64 SERIES HT _70 & 2_70 SERIES • i :-I Tie •/? & 2_71 SERIES • i • S-IT _172 & 2 72 SERIES • • r-IT•_d3 & 2_73 SERIES HT _74 & 2_74 SERIES • HT 80 & 2 80 SERIES Nilo 81 &�2_81 SERIES • • it 87 8112_82 SERIES I!T _90% 2_90 SERIES ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS tar. mss sr etiee•r•e nett A add.. C nssayy16a 46t!e ittde_Or NOM P 1(..7:) ..g'P..... /a • No 5535 j^ * IMPACT RESISTANT This product hos been evaluated for use in the High Velocity Hurricane Zone (HVHZ). 16r2" HT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+48.0/-52.0 PSF DRBWINONO4 WL-0600AI94-08-48-52M-DIREY. 320 Syaroote Wauseon, Ohio 43567 419-337.9900 a , a MODEL((" . See Sheet 3 'SHEET: 3 OF 3 DATE ORR: 12/1/14 IDRAWIBT: MVS