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WS-14-20480 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219990 Permit Number: WS -9-14-2048 Scheduled Inspection Date: December 04, 2014 Inspector: Rodriguez, Jorge Owner: KLEIN, LESLIE Job Address: 534 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RELIABLE WINDOWS DOORS & SHUTTERS LLC Isuuamg uepartment comments REPLACEMENT OF A 8'X7' GARAGE DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)876-7514 Parcel Number 1132060140950 INSPECTOR COMMENTS False Phone: (954)818-8308 December 03, 2014 For Inspections please call: (305)762-4949 Page 10 of 46 Inspector Comments Passed im Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 03, 2014 For Inspections please call: (305)762-4949 Page 10 of 46 �vA ROV, - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER. (30S) 7624949 n V1. 1EP Y. FBC 20 0 BUILDING master Permit No.LU j PERMIT APPLICATION Sub Permit No. e UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: k V N E- t? '1 5 r !11 (An, I S )+-ZR FS F L c36 /v &' City: Miami Shores CountV, Miami Dade zip: 3 313 e Folio/Parcel#: Is the Building Hrtorically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ r2.S I_ l F} _ �(.+Phone#: Address: 53 Li NIL 9 4 eST City: M 1 /\ r1i i S S State: r -L- Zip: Tenant/Lessee Name: Phone#: Email: ` 9 -A J1,\ -� S o CONTRACTOR: Company Name: I e �J, ,°� ,��_ i �aozS Phone#* R� 9 2 3 Address: _ ` �' -0 iz 5A - City: s Zip: L11� Qualifier Name: 1 �a j Phone#: State Certification or Registration #: ( �,'C d 15 i '-1 g do Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit: $Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition p 1 a Description Specify color of color th u We: Submittal Fee $ (� co/cc $ c Permit Fee $ a ' �"� CCF $_ _ (j) - Scanning Fee $ � Radon Fee $ 2 - W DBPR $ - �p Notary $ Technology Fee $ C' Training/Education Fee $ Double Fee $ Structural Reviews $ Q Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name ()f applicable) Mortgage Lender's Address City State Zip 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 budding 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 law brochure Wil be delivered to the person whose property is subject to attachment Also, a certej"ied 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 permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee w771 be charged. Signature ` OWNER or AGENT The foregoing instrument was acknowledged before me this day of�20 / �J .by r -)j S� . who is personally known to me or who has produced PL: 1-1( as Signature 74X1 CONTRACTOR The foregoing instrument was acknowledged before me this dayof 20 by who is personally known to me or who has produced Identification and who did take an oath. identification and who did take an oath. �� mi NOTARY PUBLIC: NOTARY PUBUQ C- c n Sign• Sign: :9rn n y�� Print: Print: Seal: JAFFASY RANDALL GRAY Jl,ySeal: L ►_ _ t4Y f'OtAM RS1ON #FF006414 JEFFREY RANDAI, I BRAY P1tP1AEg April 2017 ! MY COMMISSIOP! : Fr,"6414 rwi corn EMPIRES Ara --,P 9n17 l✓ � APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk CONSTRUCTION INDUSTRY LICENSING BOARD .1--940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORRIS, RICHARD P RELIABLE WINDOWS DOORS & SHUTTERS LLC 1540 SE 8TH STREET DEERFIELD BEACH FL 33441 -Congratulations). Wdhttds license 4mu-become-onezaf.the-nwft-- one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For infbirmation about our services, please log onto www.myfloridalicerne.com. There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departmerifs initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank -you for doing business in Florida, and congratulations on your new license! - (850)487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CBC1257492 ISSUED: 05/21/2014 CERTIFIED BUILDING CONTRACTOR MORRIS, RICHARD P RELIABLE WINDOWS DOORS & SHUTTERS IS CERTIFIED under the provisions of Ch.489 FS. Exphafmndate : AUC, 31,2016 L14052100=73 DETACH HERE ... .... ... RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD . LICENSE NUMBER The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 MORRIS, RICHARD P RELIABLE WINDOWS DOORS & SHUTTERS LLC 1540 S.E. 8TH STREET DEERFIELD BEACH FL 33441 ISSUED: 0512112014 DISPLAY AS REQUIRED BY LAW SEQ# L140521WW873 I RELIWIN-01 MARLANDA '4k. R CERTIFICATE OF LIABILITY INSURANCE DATE 1 9//19/1912014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pol)cy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER Insurance Office of America -TPA 4915 West Cypress Street Tampa, FL 338 CONTACT NAME: Andrea Marland PHONE FAX ac No Ext : (813) 637-8877 A/C No): (813) 637-8484 ADDRESS: Andrea-Mariand@ioausa.com INSURER(S) AFFORDING COVERAGE NAIC # X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKI OCCUR INSURER A: Mid -Continent Casualty Company 23418 Miami Shores FL 33138 INSURED INSURER B:OWners Insurance Company 32700 Reliable Windows, Doors & Shutters, LLC INSURER C: Florida Citrus, Business 8r Industries Fund NA INSURER D: 1540 SE 8th St Deerfield Beach, FL 33441 INSURER E : INSURER F: GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ JECOT- F—] LOO OTHER: COVERAGES CERTIFICATE NUMRER- RFVICInM IMI IMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEim ADDL SUSR POLICY NUMBER POLICY EFF 1MMMDNYYYI POLICY EXP IMMIDDIYYYYILIMITS Miami Shores Village A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKI OCCUR -Ii. -M` Miami Shores FL 33138 04GL000904209 06/01/2014 06/01/2015 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ JECOT- F—] LOO OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OPAGG $ 1,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNEDX AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 4989069400 05/19/2014 05/19/2015 CEO flBBIIINdED SINGLE LIMIT $ 500,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE I EACH OCCURRENCE $ AGGREGATE $ DED I RETENT $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE - N OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 10654001 01/29/2014 01/29/2015 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Miami Shores Village 10050 NE 2nd Avenue -Ii. -M` Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD L a / s r Project #: 41934-42719 Project Details: Miami Shores Contractor: Reliable Windows and Doors 534 NE 94th Street Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: Enclosed Wind Speed (V„it): 175 mph Exposure Category: D Roof Type: Gable Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 50.0 ft Parapet ;-> 3 feet? No L_ General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCPf )' ± 0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient (Kh): 1.03 Velocity Pressure (qh): 68.65 psf End Zone (a): 5.0 ft ASD Method: P = 0.6w _neMar i) slii�.�.m rf G D 15 108.0 x 84.0 4 No 63.0 1 1.03 168.65 1 0.86 -0.96 +42.8/-46.9 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised enginee seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Valid Only With Raised Engineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 41934-42719 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM PAGE OF i4ITANH DADS COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECON011IIC RESOURCES (RER) Miami, Florlda 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www miamIdadesov economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 PSP) APPROVAL DOCUMENT: Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE EM PACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model 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 munber 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 revises and renews NOA # 12-0228.12 and 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. NOA No 13-0503.06 Miarn•DAQEC )UNTY Expiration Date: September 4, 2018 "'' ' !�'� �'! 1?► Approval Date: August 8, 2013 Page 1 Amarr Garaae Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/1112013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on 1) 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) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -tip drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-1311, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted tinder NOA # 08-0718.01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shehnerdine, P.E. "Subinitted under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tom L. Shelmerdine, P.E. ' (�7.3 211 - Carlos M. bircra, P.E. Product Control Examiner NOA No 13-0503.06 Expiration. Date: September 4, 2018 Approval Date: August 8, 2013 E-1 OI41Z3p1'�J'�VnlWm/ll'M•?5285 N '�W �tttis;�mwsew 1 I" �� �a �` � ve`2O a J` � • �d°ss� `� o � 8 Lu E me �' '� O Geta bas alk\�Ao \o @ .Mn J:i d%dttt@t83 t t. D � < � i a fi W l s€ol z 6� ��s ♦< 1../ / a —(n ilia,,6 W a �' 441 �� l- EA1 --1 C I— .5 C) «� <C Q —J a- d � o o• IM a � G N Waxy d 00yap ge ~ t J z a, 69 ® 9 W W p.-p; C p{ aU h Z+ Cf2 A %�0jO R P4FFF A t syleg rm ?� p egg 11 Ilia��� LO CY) Qz Q ¢ O sCiiY �4 tops., �Sa. � ��y1 YX SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAAMUM DESIGN LOADS OR +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED 10TH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R—TRUSS PER SECTION 6. DOORS OVER (4) SE"CNS REFER TO TABLES 1 AND 2 ON PACE 3 7. SUPPOR71NO STRUCTURAL ELIiMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGNEER FOR WND LOADS AVAILABLE TRACK CONFIG ROMONS N.T.S. DADE INTERIOR OF GARAGE -+i MAX. WIDTH TO" �+ — DESION LOADS +230.0 LBS/FT SEE NOTE 2 —271.4 LEIS/FT WOOD JAMB ATTACHMENT TO STRUCTURE 0 1/8' ENHEDHENT) 0u24' D.C. (2 1/Y EMBEOMEN ON ENDS THEN IS' D.G (1 1/4. 1 6' FROM ENDS THEN 24' D& G ?IDBS, USE PAIRS OF FASTENERS 6' FROM EM. USE PAIRS DF 1/4' AND HDLTS CAN BE CDUNTERSUNK TO PROVDE A FLUSH NOUNTIM SURFACE, RATION OF HODD JAMBS BY OTHERS lCONCRETE STRUCTURE -1. STRUCTURE JHULLDW G TEO STRUCTURE 4' TYP. JAMB 3' NIM titlDl%fG7'PL'V(SEA !PiE# IA IrtRNUDIToam7taCtmflesew��lw K wlau 11 SIZE00 T�. a h 14 SHEI j oz +51.1 PSF € eo���6. �,\r+ENIS�,•:9��e0 —60.3 PSF.A 0 " F STATE 1OF ,!V: W2OF3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP SECTION HEIGHTS A B C D E F G H T -.6, ". 5;112" .1.6",'. >34". 4'�" . #7 `7A 1/.2•' 7 51/2" 16" 37" 58 : 21"'. 2:1" 11,:'.:.21" 76112" 21.?`: ITIT' 21" 21" 8' is 1/2" 16" 34" 52" 70" 18" 21" 7U707 . 21"x: 210: '.21.:18. 48, 9 151/2" IT' 1 31"149' 67" 86" 12'&' 1001/2" 18" 18" 18" 18" 18" 18" 1(Y 61/2" 18" 37" 58" 76" 94" 2'l" . 1121/2° ,:18^ 21" 1.00° 11'6" 21"121" 11' S 112" 18' 34" 52" 70" 88 106" 18" 124 1/2" 88" 98 130'IZ2q 12' 51/2" 16" 37" 68" 79" 100" 118" 10'6" 1361/2" 21" 21"121" 34° . W" : 70".'. 88" 1.08' 77240,. :142.1/2° 21" 13' 5112" 18" 37" 58" 76" 94" 112" 130" 1481/2" 88„ 100" 11. ':.1541 7W7 ;. 14' 61/2" 16"1 37" 58" 79" 100" 121" 142" 1801/2" TABLE 3 TABLE 2 DOOR A B SECTION HEIGHTS D E HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 1'4'• 0!! ._ .21" : 2,1,, ; 21" : 21"'. 2:1" 11,:'.:.21" 21.?`: ITIT' 21" 21" 21" 21" 21" 18" 18" 21" 7U707 . 21"x: 210: '.21.:18. 48, :18" :.1F 72F 12'&' 21" 18" 18" 18" 18" 18" 18" 21" :,-12' 0„ :.21:":: 21." 21" 2'l" . 2.1" ,:18^ 21" 38" 11'6" 21"121" 6811,78" 21" 18" 18" 18" 21" 88" 98 Long 28.000 52.000 C!O 8'18 10'6" 21" 21" 21"121" W 21" 21" 38„ 46" <21" 21":- %2c1" :.18! 88„ 79.600 610 Bead 9'6" 21" 18" 18" 18" 18" 21" e0 A04' :': 88" 98" 779W7 :18"T8-, _ ....::. 1.Q6"''. "18" 1$° 9:8.' :;1$" . 38" 46" 8' 6" 21" 21" 21" 18" 21" 112" .1:$". 21'_= 78". 88" 100" " 18" 18" 18" 18" 18" 2T' 38" 46" 56" 68" 78" 88" 100" 110" 124" 6'6" 21" .18" 18" 21" 56." 68" . ;7$", .8"..1 Q0.'.' 11 Q" ,120" DOOR HEIGHT A B C D E TRACK ATTACHMENT F G H I J K L M I SPLICE N S 72.000 VO Bead 24.625 48.000 71.375 ;8':2•-. "'�ptt: 2A..:316 :.:..:.48.000.: _.. 4 Long 24.600 3" 14" 2T' 38" 46" 56" 68" ....`24:580 S9 000 ',' 6420':',:: 76" Long 25.000 50.000 75.000 ,46" Bead 26.626 60.000 74.376 B'' @' §FW 2$;429 .:::61:000 ._:;:.75.971 ';,; 8' 8 14" 27" 38" 46" 56" 6811,78" 26.125 1 61.000 75.875 88" 98 Long 28.000 52.000 C!O 8'18 Bead 26.625 52.000 0, W 14" 27r' 38„ 46" 56" i57V6" 681-178" 28.600 88„ 79.600 610 Bead 100„ 53.000 78.875 9 0' 27:6@8 6$".:.78". e0 A04' :': 88" 98" Long -'• _ ....::. 1.Q6"''. 10' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 112" 78". 88" 100" 110" 11' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 110" 124" ;'11' 6".• ,. 3", '14':; . 27" .. $$" 43„ 56." 68" . ;7$", .8"..1 Q0.'.' 11 Q" ,120" ...::. 130'.' ,; 12' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 13' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 6" , ; 3"..14"_ 27" 38" . 46" . 5G" : 68" `78". _8�". 1001 1 Q�" X22" 134" 144..' 14' 3" 14" 27" 38" 46" 56" 68" 78"' 88" 100"1114'112Z' 134" 146' 160" ALL TRACH ATTACHMENT SPACING +/- 2" ALLOWED PATH SYP OR SPF NO. 2 OR BnnR ONLY TABLE 4 Section Panel Type Width (ft Center Stile Location (Measured from Left Edge) 1st 2st 3rd 0n) on) (in) it: 2 &to Long 24.000 48.000 72.000 VO Bead 24.625 48.000 71.375 ;8':2•-. "'�ptt: 2A..:316 :.:..:.48.000.: `_73. :::; 8' 2 Long 24.600 49.000 73.500 8"2 Bead 25.125 49.000 72.875 ....`24:580 S9 000 ',' 6420':',:: 8'.4 Long 25.000 50.000 75.000 8' 4 Bead 26.626 60.000 74.376 B'' @' §FW 2$;429 .:::61:000 ._:;:.75.971 ';,; 8' 8 Long 25.600 51.000 76.500 V16 Bead 26.125 1 61.000 75.875 98 Long 28.000 52.000 78.000 8'18 Bead 26.625 52.000 77.375 034 k}000 . ,. : 968•'': 8'! 10 Long 28.600 53.000 79.600 610 Bead 27.125 53.000 78.875 9 0' 27:6@8 54.000 e0 A04' :': 9:0 Long 27.000 1 54.000 1 81.000 9110 Bead 27.625 1 54.000 1 80.375 ABfROA10r�iaN FS.'�.6d &ep Al'S)a0-Itd05iM e ItFORDIDSCM o 3 t o0oo006 L 1 SHF °1ie�o M +st�.1 q, +51.1 Psr No 0048579162 m 7: ?cr Lam M srA7rr of �, fMPACT FtEMAME ��Poeg�iseONAL aio 1°�oov a FL a"w Yboe a mft.wo.Lar2k2r, N'�68 MODEL 9501 MSUMMSRt7'AC8 (21[[ OA) 1000. 2000 fhofiwCoinoi SRT. DONO, MUSH�eta>ii OCA) �SU1M UT PANELS SZE er iU 01k a3(17/l0 oSOOC Maga B OM BY AM DATE 0"A4113 IRC -9509-180-21 gm3a•'3