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WS-12-21534 I��urt:Dmvc� 0 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING t,tl - Via, Fbyl NGV 14 201' p�c` �c FBC� �G,�� Permit No. Master Permit No. PLO- � t `k a m a- '11 I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder) Address: M;& NO (G`, City: Rw ow slo f e`er Tenant/1.essee Name: Email: State: iL Zip: Z3 � I CONTRACTOR: Company Name: ;Sdy isQqt_ -Ixoor' Phone#: ZQ5'!9D®Z'DC151 Address: ap_(0(0\XN—sk nq'k-"' c - eei City: 4yax-c .h State: Fk®`r4cw Zip: '53016 Qualifier Name: 3bon Toro Phone#: 2M - $D 9. 2-951 State Certification or Registration #: Certificate of Competency #: qq dS 0011+1 Contact Phone#: Email Address: MCLS ,l QPLV- JtQt�� a C-OV11 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Q o Al2:5 ` M_ Square/Linear Footage of Work: Type of Work: ❑Addition Alt ❑eration ❑New t7-Repair/ReplaceODemolition Description of Work: ,'i1` ko'k\' ne_\o 2Q-fCXC%-'_ Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Boding Company's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 R IPROVEMENTS 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 law 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 permit is issued In the absence of such posted notice, the inspection will not be appr ved and a reinspection fee w411 be charged Signature Signature � Owner or Agent nM MV The foregoing instrument was acknowledged before me this The fori7JW2, 'was ackno before � day of �_ , by �� 'c� (�SVo �[!A� (`�'�,,� day of 1, by , who is peir'sonaliy knowqAo me or who has produced who is personally known to me or who has As identification and who Afla,e t � t Ukf, _ NOTARY PUBLIC: PQ'v0NO��Fs \ : MYComm Evhvs � 8s 20 ° Sign: No. oo %8589 Print: Pusuc My Commission Expires: '•ei�S+S�q�� O�`O�.`ee inrrrOFFI to"� APPROVED BY©/ Plans Examiner identification and who NOTARY Sign: # EE 1188534 Print FE IBES: Au at 27,2015 so" Infu My Commi I Zoning Structural Review CkA (Revived 3ltJ2012)(Revxwd 0711OM7MROWSed OWra2OO9)(R r4sW 3(15(U9) E) F� ( . NG.vD. a Itchen II t��x Closet 61� Egraso P: Master @ dr om 0 tor. Pool Pool A1G A/C 110 L 3 FIRST FLOOR EXTERIOR OPEN[Wz PLAN WAS NP.r v Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT G SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 4MIMI Mir -ml IN= tlACT" L:� E rte+ ®rt l v�ca�■r+^�nam�a�i�� KV M - v MI KvM KWIPME�rs�� o ® gym®K or -mi OWMI vim®®m�e�+sn� v Mimi 0 11arm NOTE: ALL EXTERIOR WINDOWS AND DOORS ARE IMPACT RESISTANT. NOTE: PROVIDE SWOP DRAWINGS AND WIND LOAD CALCULATIONS. m0 Om0�W1 o—■m�®zsss�� o Mimi Mimi �Nmm Omni NOTE: ALL EXTERIOR WINDOWS AND DOORS ARE IMPACT RESISTANT, NOTE: PROVIDE SHOP DRAWINGS AND WIND LOAD CALCULATIONS. ❑ EXTERIOR OPENNG NOTES ❑ a ruavaaoemmeeeweaaa�'ewmavaswrsarra rcwam:s a eu.mn�uaoo� Baan s�mea maa exemart. s. emvma iwaarae.aem�rosuwto�nxuwm r a N 9 Q oamw 4MIMI Mir -ml IN= tlACT" L:� E rte+ ®rt l v�ca�■r+^�nam�a�i�� KV M - v MI KvM KWIPME�rs�� o ® gym®K or -mi OWMI vim®®m�e�+sn� v Mimi 0 11arm NOTE: ALL EXTERIOR WINDOWS AND DOORS ARE IMPACT RESISTANT. NOTE: PROVIDE SWOP DRAWINGS AND WIND LOAD CALCULATIONS. m0 Om0�W1 o—■m�®zsss�� o Mimi Mimi �Nmm Omni NOTE: ALL EXTERIOR WINDOWS AND DOORS ARE IMPACT RESISTANT, NOTE: PROVIDE SHOP DRAWINGS AND WIND LOAD CALCULATIONS. ❑ EXTERIOR OPENNG NOTES ❑ a ruavaaoemmeeeweaaa�'ewmavaswrsarra rcwam:s a eu.mn�uaoo� Baan s�mea maa exemart. s. emvma iwaarae.aem�rosuwto�nxuwm r GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: 1) 2) 3) 4) 5) EXPOSURE C Door Door Width Height Mean Roof He' td Design Pressure Positive Negative 8 7 15 1 35.6 -44.7 9 7 35.3 -44.0 16 7 33.8 -41.0 18 1 7 33.5 -40.4 8 7 16 36.1 -45.3 9 7 35.7 -44.6 16 7 342 -41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9 9 7 362 -452 16 7 34.7 -42.1 18 7 34.3 -41.5 8 7 18 37.0 -46.4 9 7 36.6 -45.8 16 7 35.1 -42.7 18 7 34.8 -42.0 8 7 19 37.4 -46.9 9 7 37.1 46.3 16 7 35.5 -43.1 18 7 352 -42.5 8 7 20 1 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -743.6- 18 7 35.5 -43.0 8 7 21 382 -47.9 9 7 37.8 -47.3 16 7 362 44.1 18 7 35.9 -43.4 8 7 22 38.6 -08.4 9 7 382 -47.7 16 7 36.6 -44.5 18 7 36.3 -43.8 8 7 23 38.9 -48.9 9 738.6 9 8 -482 16 7 36.9 -44.9 18 7 36.6 -442 8 7 24 39.3 49.3 9 7 • 38.9 48.6 16 7 37.3-45.3 36.9 18 7 36.9 -44.6 8 7 25 39.6 -49.7 9 7 39.3 -49.0 16 7 37.6 -45.7 18 7 37.3 45.0 Notes: 1) 2) 3) 4) 5) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low4dse Buildings. The calculated ultimate wind pressures have been rraAptied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed balding, any roof slope, Risk Category II, residential application. The design pressures assurn a the entire door's width is in the end Done (zone 5) of the balding. P®11®111p 888 Most garage door openings Wil not be located completely In Dore 5. Therefore individual ���' ' S HEI calculations will result in lower pressures. ��® � �....... ° 6) For mean roof heights less than 15', use 15' pressures. 7) This Table Is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court . Winston-Salem, North Carolina 27105 Phone (336) 7445100. Fax (336) 7445815 www.amarr.com V40 OARS e ,j * e- 7. `yye�- SwrE OF OL®�. . EXPOSURE C Door Door Width Height Mean Roof He' ht Design Pressure Positive Negative 8 8 15 1 352 -44.0 9 8 34.9 -43.4 16 8 33.4 -40.4 18 1 8 33.1 39.7 8 8 16 35.7 -44.6 9 8 35A -43.9 16 8 33.9 -40.9 18 8 33.6 -40.3 8 8 17 362 -45.1 9 8 35.8 -44.5 16 8 34.3 -41.4 18 8 34.0 -00.8 8 8 18 36.8 -45.7 9 8 36.3 -45.0 16 8 34.7 -41.9 18 8 34A -41.3 8 8 19 37.0 -462 9 8 36.7 -45.6 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 21) 37A -46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 352 -422 8 8 21 37.8 772 9 8 37.5 -46.5 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 22 382 -47.7 9 8 37.8 -47.0 16 8 362 -43.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 382 -47.4 16 8 36.6 -44.2 18 8 362 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 16 8 36.9 -44.6 18 8 36.6 -43.9 8 8 25 392 -49.0 9 8 38.9 -48.3 16 1 8 372 44.9 18 8 36.9 Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low4dse Buildings. The calculated ultimate wind pressures have been rraAptied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed balding, any roof slope, Risk Category II, residential application. The design pressures assurn a the entire door's width is in the end Done (zone 5) of the balding. P®11®111p 888 Most garage door openings Wil not be located completely In Dore 5. Therefore individual ���' ' S HEI calculations will result in lower pressures. ��® � �....... ° 6) For mean roof heights less than 15', use 15' pressures. 7) This Table Is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court . Winston-Salem, North Carolina 27105 Phone (336) 7445100. Fax (336) 7445815 www.amarr.com V40 OARS e ,j * e- 7. `yye�- SwrE OF OL®�. . M P a r A MDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction inn 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. PERA reserves the right to revoke this ice, 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 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 91-0" Wide APPROVAL DOCUMENT: Drawing No. IRC -1209-18941-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 IMPACT 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 tiled 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 revises and renews NOA # 07-0706.05 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. Utmra, P.E. NOA No. 12-0228.03 Expiration Date: September b, 2017 AL,� Qr7i Approval Date: May 3, 2012 ®'1"' Page 1 . P 3 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -1209-189-21-1, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amaro Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS I. 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 # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATL -NC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Subudtited under NOA # I2-0228.09" "Subod0d unda NOA # 07-0706.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional_Steel:Garage..Door., prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, nt, and Regulatory Affairs (PERA) E. MATEI2.UL CERTmCATIQNS:: 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated. 04/18/2012, signed and sealed by Tomah L. Shelmerdine, P.E. COMM M. Utrers, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration hates September 6, 2017 Approval Dates May 3, 2012 E -1 3 8/G' ATTACHED 3/4• HMO AT EACH TYPICAL TDP FIXTURES" NLS TYPICAL xrs DURASAFE CENTER MNM,/O . INSIDE ELEVATION 8/1G'ssI w L EB P JAHB$VACKET 0) 1/4-20 x 8/B'TRAtlt� q SmR-TwS3) TRApC TIDOIQiES4 � SPLICE Smt am SPACM MACK MOUNTING DETAIL NILS. 1 PALL STEEL AND CID THREADED s P Y amt ATTACHE" C4) 1/4' x 3/4' PER CAV47M 3S/B• 83BA R-T181R4/ _ ATTAGffD V/ I. 1/4• x 3/4' NU HEAD SCREWS SLIDE LUCK ENRAGES TNTU VERTICAL TRACY 0 SIXTH SIDES 5/8' MIN CSHAP LATCH, UR LUCC DAR UPTIUNAW ATTACH VAR) 1/4' x 3/4')x% HEAD APICAL DURASAFE END HAM r' � PRomia�Bp vain ` / eavarms61dIINteR—bklpbmeFlBp10A U' BDGA. STRUT ATTACHED V/ ROTTOM BRACKET C® 1/4• % 3/4• AND HEAD SCREWS o W 3) ATTACHED AT END AND CENTER STU.E V/C3) 1/4• % 3/4' .�'. HEX HEAD SCREWS 10 BALL STEEL Rib.LER W/9' SMLARGE MISSILE AND CIT �TARVER USED THREADED SHAFTS PER ROLLERFUR KCAL WTTOt4 BRA KET 4 IMPACT RESISTANT SPECIFICATIONS AND NOTES W/0) SCREVS 3 5/8•N N PE GA Cd v, STEEL R -TRUSS ATTACHED CU PER SECTION W/ (4) 1/4' x 3/41 HEX HEAD SCREWS AT EACH END STILE, CB1 AT THE HIDtGE LUCAMIMI AND (e) P4 BACK SKW MIDWAY BETWEEN HINGE AND ENDSTILE ffi�J a MSECCTtUE GA SMn � BUTTUM BRACKET V%t� L4' x 3/4• CNGENKTIff�d+,BHSpCREEWSE VI CU➢IT.GPTM SEAI.TARhR ON A -A (SIDE VIE DEOBPORi ff IRhL4Q8 DA......... Y....._.� ff 8Y IRm Rx 8 1/I/09 Wt GUS W FBG RID 18/8/11 'r. AX If ,ye O�;o°�C.. `.°o'LC•e •C;se DEMMM LOADS / � No 8048570 *.??A +57.0 PSF -87.8 PSF LARGE MISSILEWACT �sfl�`t? piitpQ'•'4�ee; RESISTANCEs�aie S/� •�,�,�C3eee IBD cAARIABE CttiRi VIHST@I-$gLEly HC eT10B VVWARA4RC@I MODEL #1200 HERITAGE 3000 MODEL #1200 OAT{ SUMMIT 3000, HOST, LONG, nUSH & OAK SUMMIT PANELS Off BT 0 BMT a(IB%DI rimmm (♦ 1 61EG{may 01 BATE DS/DS/D)_ IRC -120-189-21-1 U=M WO L EMU P$ I& Ra W48578 I ORO I W 3 �- 4 I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL INTERIOR OF GARAGE JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. MAX MOTH S•0' 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF - +256.5 LBS/FT & -303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED DESIGN LOADS AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. +258.3 LBS/FT r 4. DOOR SECTIONS SHALL BE 24 GA, (.0218) MIN. EXTERIOR SKIN -303.8 L8s/F( NOTE 2 ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7V HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE S1) 3 5/8• R -TRUSS PER SECTION AND (1) 2 200A STRUT ON THE BOTTOM SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 H BY RMAM0 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS n E �, INDICATED ON THIS DRAN9NG IN ADDITION TO OTHER LOADINGS. x CREWS & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE 4OX PURASAM MILER r0.Rl--6sm' CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM M Aa CM M R T� E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY HEAD SCREWS THE MANUFACTURER. EVERY' 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST �+AAS yteREPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND (HD, 3 OR SEWER) A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. W/0) SCREVS 3 5/8•N N PE GA Cd v, STEEL R -TRUSS ATTACHED CU PER SECTION W/ (4) 1/4' x 3/41 HEX HEAD SCREWS AT EACH END STILE, CB1 AT THE HIDtGE LUCAMIMI AND (e) P4 BACK SKW MIDWAY BETWEEN HINGE AND ENDSTILE ffi�J a MSECCTtUE GA SMn � BUTTUM BRACKET V%t� L4' x 3/4• CNGENKTIff�d+,BHSpCREEWSE VI CU➢IT.GPTM SEAI.TARhR ON A -A (SIDE VIE DEOBPORi ff IRhL4Q8 DA......... Y....._.� ff 8Y IRm Rx 8 1/I/09 Wt GUS W FBG RID 18/8/11 'r. AX If ,ye O�;o°�C.. `.°o'LC•e •C;se DEMMM LOADS / � No 8048570 *.??A +57.0 PSF -87.8 PSF LARGE MISSILEWACT �sfl�`t? piitpQ'•'4�ee; RESISTANCEs�aie S/� •�,�,�C3eee IBD cAARIABE CttiRi VIHST@I-$gLEly HC eT10B VVWARA4RC@I MODEL #1200 HERITAGE 3000 MODEL #1200 OAT{ SUMMIT 3000, HOST, LONG, nUSH & OAK SUMMIT PANELS Off BT 0 BMT a(IB%DI rimmm (♦ 1 61EG{may 01 BATE DS/DS/D)_ IRC -120-189-21-1 U=M WO L EMU P$ I& Ra W48578 I ORO I W 3 �- 4 GA FLAG BRACKET ATTACHED TD WMD JAMB (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO 1CK W/ (4) 1/4'-20 x 5/8 TRACK SPLICE .TS AND NUTS I -4) 1RS AT TMS LOCATM //4'( -2D TRACK SPLICE BOLTS & NUTS IRE TO JAMB VMTH (3) 5/10' OTA, x 1-5/8' BOLTS DLIV x JAMB WOOD JAMB ATTACHMENT TO STRUCTURE CTURE 9/16'X3' LAG SCREVS STARTING 6• D&, Q 1/2' EMBEDMENT) tm FOI.TI a & 3/8' X 4' STAR 6 FROM ENDS THEN 24' O.C, Q I/2' EMBEDMENT) HOLT] SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FRDM ENDS THEN 16' O.C. (A 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4• STARTING 6' FROM ENDS THEN 24' O.C. (B I/2' EMBEDMENT) yes3mm "'F S U4' X 3' INSST 6 M S, USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. Q I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FRO ENDS, USE PAIRS 8F FASTENERS C3' APART) AT 8' O.C. Q 1/4' EMBED)fE M T LEE'/E 3/8' X 2-3/4 S 6' FROM 2M 1/4' EMBEDMENT) XR. USE FASTENERS FOR HOLLOW C-90 BLOCK) K AGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MCUNr= SURFACE. WREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE LCEO TURGROUTED XOCSTRUCTIRE STRUCTURE ST STRUCTURE 1/2' MN8X6APE^3� 1-118• MIN � IRA'. REV WSOIPllOV W IflB 0.01 BY A BEVftO X18 iJl/0] OO S I UPDATED 10 m 261Q12�/l( t BAR "' ■ MAX 512E 8' x 14' CESIGN LOADS +57.0 PW -87.5 PSF LALAIWM1331LE "�,( _<OR%0 , # ESI RSTANCE AOT��'i�e' "ONAX-e%°�� F$r74f6kdyR;s 163 CRRNM CWRT uhlSTgN-SALEHr AC 87109 WNA/LNMM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 HOW, LONG, FLUSH & OAK SUMMIT PANE SRI BT W1 DA1 04/16/0 at= am OIE00D BY =1 am 05/q!D HRC -1209-189-21 [UDR MW L 821O= PE M k D018518 BREI 2 W 3 12 GA. CALK STEEL JAMB BRACKETS ATTACHED WJ (i) i/4"-20 x 5)W TRACK SLICEBOLT & NUT oITMifHlrBfoti08 SEE (TABLE 0 ON PAGE 3 pp+.�� FOR JAMB BRACKET SPACING 1(�LV9YIx TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE CTURE 9/16'X3' LAG SCREVS STARTING 6• D&, Q 1/2' EMBEDMENT) tm FOI.TI a & 3/8' X 4' STAR 6 FROM ENDS THEN 24' O.C, Q I/2' EMBEDMENT) HOLT] SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FRDM ENDS THEN 16' O.C. (A 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4• STARTING 6' FROM ENDS THEN 24' O.C. (B I/2' EMBEDMENT) yes3mm "'F S U4' X 3' INSST 6 M S, USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. Q I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FRO ENDS, USE PAIRS 8F FASTENERS C3' APART) AT 8' O.C. Q 1/4' EMBED)fE M T LEE'/E 3/8' X 2-3/4 S 6' FROM 2M 1/4' EMBEDMENT) XR. USE FASTENERS FOR HOLLOW C-90 BLOCK) K AGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MCUNr= SURFACE. WREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE LCEO TURGROUTED XOCSTRUCTIRE STRUCTURE ST STRUCTURE 1/2' MN8X6APE^3� 1-118• MIN � IRA'. REV WSOIPllOV W IflB 0.01 BY A BEVftO X18 iJl/0] OO S I UPDATED 10 m 261Q12�/l( t BAR "' ■ MAX 512E 8' x 14' CESIGN LOADS +57.0 PW -87.5 PSF LALAIWM1331LE "�,( _<OR%0 , # ESI RSTANCE AOT��'i�e' "ONAX-e%°�� F$r74f6kdyR;s 163 CRRNM CWRT uhlSTgN-SALEHr AC 87109 WNA/LNMM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 HOW, LONG, FLUSH & OAK SUMMIT PANE SRI BT W1 DA1 04/16/0 at= am OIE00D BY =1 am 05/q!D HRC -1209-189-21 [UDR MW L 821O= PE M k D018518 BREI 2 W 3 Nov 28 2012 7:30PM HP Fax page 1 AGE fi can&ucbvn Trddes omopq Saud BUSINESS CERTIFICATE OF COWETENCY SO 99BS00141 JOHN'S GARAGE DOOR INC D.B.A.! kO JHCN F 'Hod wider the pmvWcm of Chapmr 10 of Mwd4)ade I:4w4 QUALIFYING TRAOFIJ-11) 322 GARAGE & INDUS DOOR C3 J"'ZNS GARAGE DOOR INC WORKER/S- "'A"IftrAtTY BUILDING CONTRACTOR I =491MY.L&W, I'M 407 Pamff ree M To mAn A" Oqv Op ZdCiWo cn wcl or '40, Ims. WR DO NOT FORWARD aacnms nM MM A" 0 JOHNS GARAGE DOOR INC m JOHN F TORO FIRES ROT A CZ4Mrjrft OF Tw woueaaaj4wmt 2266 W 79 ST HIALEAH FL 35016 =--Iq= TAX 07/18/2012 02220009901 000045.00 all All SEE OTHER $WE FIRST-CLASS ;t FLYEOTP�SFB U-& POSTAGE PAID MAW FL PERMT R41.23'4 41S094-2 THLS, IS NOTA BILL- DO NOT PAy RENEWAL au8JMMM'V80NOR INC cc d"'MBSN-0141 433480-1 2266 W 79 ST 33016 HIALEAH J"'ZNS GARAGE DOOR INC WORKER/S- "'A"IftrAtTY BUILDING CONTRACTOR I =491MY.L&W, I'M 407 Pamff ree M To mAn A" Oqv Op ZdCiWo cn wcl or '40, Ims. WR DO NOT FORWARD aacnms nM MM A" 0 JOHNS GARAGE DOOR INC m JOHN F TORO FIRES ROT A CZ4Mrjrft OF Tw woueaaaj4wmt 2266 W 79 ST HIALEAH FL 35016 =--Iq= TAX 07/18/2012 02220009901 000045.00 all All SEE OTHER $WE JOHNGAR-01 JPRATS A� L'' CERTIFICATE OF LIABILITY INSURANCE DATE 11/12/2012 � 11/12/2012 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 policy(ies) 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 endorsement(s). PRODUCER BenTrustAIB, LLC 701 Waterford Way Suite 300 Miami, FL 33126 CONTACT NAME: PHONE 305 444-8350 a No: 305 444-8501 A/c Ne Ext : } } E-MAIL ADDRESS' INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Guarantee Insurance Company 11398 INSURED INSURER B INSURER C: Johns Garage Doors LLC INSURER D : 2266 West 79 Street Hialeah, FL 33016 INSURER E INSURER F: $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACTOR 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. ILTR TYPE OF INSURANCE SR B WVD POLICY NUMBER POLICY EFF MWDD POLICY EXP M/DD LIMBS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F7OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PEa LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea acddenl BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ PER ACCIDENT) UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIEfOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? 1 (Mandatory In NH) Ifdescribe under DESCRIPTION OF OPERATIONS below N / A GWIC301003938-112 6/23/2012 6/23/2013 WC STATU- X OTH- TORY LIMITS ER E.L.EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 1,000 0 E. DISEASE- POLICY LIMIT $ s 00 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) lha:illal"_lla City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 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 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD JOHNGAR-01 JPRATS A�CO�RL7►� OF LIABILITY INSURANCE DATE/Y)CERTIFICATE 11112/20/2 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 policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and Conditions of the policy, certain policies may requini an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER BenTrust AIB, LLC 701 Waterford Way Suite 300 Miami, FL 33126 CONTACT PHONE FAX A/c Ne Ext : (305) 444-8350 ac. No): (305) 444-8501 E-M/UL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Guarantee Insurance Company 11398 E TO RENTED PREMISES Ea occurrence $ INSURED INSURER B INSURER C: Johns Garage Doors LLC INSURER D: 2266 West 79 Street Hialeah, FL 33016 INSURER E: INSURER F: AUTOMOBILE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. ILTR TYPE OF INSURANCE ADDLSUHR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR EACH OCCURRENCE $ E TO RENTED PREMISES Ea occurrence $ MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: _- POLICY PE O- LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ 5VACCID UMBRELLA LIAS EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENION$ $ A WORKERS COMPENSATIONWC AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUnVEY/N OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N / A GWIC301003938-112 6/23/2012 6/23/2013 STATU X OTH- TORY LIMITS ER E.LEACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMB $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 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 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYM 11110=2 PRODUCER Irvirmwe Corpordflon nsula Corporft arde Sub 1012 Boca Rdm R. 33487 561-3112 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED JoWsGwqWD= 2M W7ft St Hialeah FL MM6 INSURER A . Ce" SLffdY CCnVMV INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR Dl h= TYPE OF INSUR&WX__ POLICY NUMBER POLICY EFFECTIVE QATF POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE , l,owCW,. DAMAGE TO RENTED $ lop, AX COMMERCIAL GENERAL LIABILITY 4M 041 2 3 CLAIMS MADE ® OCCUR MED EXP An one mon PERSONAL & ADV INJURY 1a�a GENERAL AGGREGATE zowowt GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ X POLICY PRO- LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per accident) HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) -- AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC NY AUTO �7GELIABWTY AUTO ONLY: - AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR , ❑ CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE r$ RETENTION $ WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ OFFICER/MEMBER EXCLUDED? - ` :' If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) — © ACORD CORPORATION 1935 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ,.° My DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN IOMNE2WAve NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Miwd Sues, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTA ACORD 25 (2001/08) — © ACORD CORPORATION 1935