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WS-13-2800Miami Shores Village DEC 13 2013 Building Department BYE 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. PERMIT APPLICATION Master Permit No.1A) 1�_ 13 Permit Type: 0iJII.DING ROOFING JOB ADDRESS: �A N E 014 A - City: Miami Shores County: Miami Dade Zip: 3 3 3� Folio/Parcel#: 11- 3 26 5" y 0190 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): (M 0 e Phone_W L I � 4 y �4� Address: IN q lIE . CG S+. y- city Y�l urfl shC -QS State: .13 V Tenant/Lessee Name: 'Ail M Phone#: Email: _ AMP CONTRACTOR: Company Nam ` U ow1 � 1 c Address: _,YJ4 M �. bV ^ 1 ciq c� . * .) ��k(AN; cel 3301 City: ( rr 11 State: �L Zip• Qualifier Name: MSE jV � C40 Phone#: _ I V _-:IJ_lp 4 0 c State Certification or Registration #: Certificate of Competency #: S GO 3 Contact Phone#( 3� 20k#- 0150 Email Address: ' )cS CkCxC�Q�C1f� � S (.q DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ � �� Square/Linear F�000 e of Work: 1`2, Type of Work: ❑Addition ❑Alteration ❑New epair/Replace ❑Demolition Description of Work: Color thru tile: �x�x�x���x����x�����x�x�x�x������x��x��x�x�x�x�x�x�n�x�x���Feesx:x��xx��x�x��x•x�x���x�x����x���x�x�����x�x��x����x�x�•x�x����x��x Submittal Fee $ 1 . J Permit Fee $ Scanning Fee $ CCF CO/CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bopding Company's Name (if applicable) Bonding Company's Address City State 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 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 law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notin of commence nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit isss ed. In the encf of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I ' I Signature - �! Signature—J- Owner o gent C ntractor The foregoing instrument was acknowledged before me this t t . The foregoing day o0i%f1,i%i!20 !, by GYf ®S` t� S P� 1? OS ®t day of who is personally known to me or who has produced who is personally `�_ As identification and who did take an oath. NOTARY P Sign: At Print: t My Commission APPROVED BY I Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Print: My C it was cknowledged before me this,, h 2013 , by a tome or who has produced on andfkFW did Notary Public . State of Florida Nly Comm. Expires Sop 29.2016 Commission y EE 205M Bended Through National Notary Assn. Expires: Si'wo-u r tie r .2 -qt 20 'Lp Zoning DEC:Z01 err MIAMI=DAD M1AA -DADE COUNTY e t UCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOit1IC RES O („ ` Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T 6) 315-2590 F QW 315 2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidade.aovteconomv 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 PSF) 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 Amacr 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 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 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 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. MwNu•>sno: country r NOA No 13-0503.06 % ® Expiration Date: September 4, 2018 fir fj l�' Approval Date: August 8, 2013 f Page 1 Amarr Garage 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 !through 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 B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01 -106-I8, 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 -up 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 0129.01-13R, 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 under NOA # ©8-0718.01" 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. "Subr»itted under NOA # 08-071&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 Tomas L. Shelmerdine, P.E. Carlos N. btrera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 ADJUSTABLE ROLI.ER CARRIER ATTACHEM W/ (O 1,141 x V2' 14G0. DURASAFE e o SELT t MY PER BRAT CENTER HUM ATTACHED O V/ C4) 1/4' x 3/4• HEX HEAD SCREWS IF T 3 SB' MA R -TRUSS ATTACHED 12 OA GALV. COMMERCIAL V/ CL4 1/4' x 3/4' TOP ROLLER ATTACH O V/C4)BRACKET44- x EACH (ENTER STILE -.- r ._: 24 M IA)1 POLYESTER 3/4' HEX LEAD SCREWS V 10 BALI. STEEL i/RAKED ON P0.YFSIPR PER BRACKET • • 3. !IDV STEM ROLLER TYPICAL TOP FIXTURES N.T.S. 1 SEE (TABLE 0 10 PAGE 3 FOR S RECOMMENDED SECTOR CO+GIGIRA �--A TjICAL DURASAFE CENTER HINGE/ L t INSIDE ELEVATION N.T.S. ..... ........... N PAGE 3 INC STILE STWFENERS (3) LOCATED IN HTROE HOLECS) IN TCD' SECTION ONLY HOLES FOR STRUT ATTACMWENT OF STRUT IS RENURED) O O 144 3 S/B'H X 28 G0. (3 SB' R—TRUSS) GALV. STEEL R—TRUSS ATTACHED V/ (4) 1,141 x 3/41 HEX HEAD SCREWS AT EACH END STILE ASID CO 1/41 x 3/4' HEX HEM SCREWS AT EACH CENTER STILE V EODA STRUT AT ERS ATTACFffD TC VETITS E'8Ib1LS tAY V/ IiDTTDH Srni (EX WADW/(RROLLERI ROLLER CARRIERS ATTACKED T D v/ pEI T cnoN a a HEX PER (SIDE VIEtA� N.T.S. to BALL STEEL 9' LONG STEN ROLLER 3 : 4CMEDR-TRUSS V/ (41 _`�.a 'U�Y.Yb%.•. - SLIDE LSI( ENGAGES INTO VERTICAL OPTIONAL VENT STA 6 TRACK o, BOTH LATCH, Mme' TOT$ T !la LOIX EAR LARGE M I S S L E MCEA]314'SCREWS BAR OPTIONAU ATTACH V/(ih V4• x U ION L) AT CH W owe_ 3/4• HEX READ SCREWS IMPACT RESISTANT LAI = ID �.)i,9/S'FI X PP, Y QAL (3 We, R -TRUSS) (RACK TB(TOIL59 O&i' ER CONE VERDOA TRACK MOUNTING DETAIL (Na 2 NT4 FLAG BRACKEI ATTACHED TO WIND) M6 DLA X I -SM LAG MLTS AND TO V/ (4) 1/4'-20 x S/S TRACK SPLICE AND NUTS L SPLICE TRACKS AT T03 U"11O T S 4) 1 4'-20 TRACK SPLICE 8mT4 & NUTS 0 JAIdS WIN (o 6/16' LDA. x 1-6/4' DIA. x 1-5/9' ATTACHED TO JAY9 TUCK SPLICE SMT & NUT L91 (TABLE 3) ONE 3 17M JANE BRACKET SP PACING TRACK CONFIGURATION FOR S'S' UP TO 14' TALL DOORS pAojx TitEVIAED c� o p� A4LOep1eR0e BOTTOMBRACKET 13 ft ATTACHED HEX HUD SCREWS 5 (7)e! 01 TYPICAL BUTTON BRACKET q, NTS SPFMCAMONS 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. EACHTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT & DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH By DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SIGN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH S. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES T AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS, 8. 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 CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAS SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR, THE MANUFACTURER SHALL MAO. TO THIS OFFICE A COPY OF THE TEST REPORTS WRH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACIIITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COLS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPIANCE. AVAILABLE TRACK CONFIGURATIONS INTERIOR OF GARAGE MAX. WID7H 8'0` +-- DESIGN LOADS +230.0 LSS/FT SEE NOTE 2 -271.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE S/16' X 919a SCREWS STARTING 6' FROM ENDS THEN PA' QCT Q 1/2' EMBEDMENT) AL JAM13 ATTACHMENT TO 2.0M PSI CQNCRM L7I KW HOLT 3/6' X 4' STARTING 6' FROM EMS THEN 24' QC. OE 1/2' EMBEDMENT) HO.TI SLEEVE ANCHOR 3/8' X 213/4' STARTING 6' FROM ENDS THEN 18' QG (1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/6' X 4' STARTING 6' FRUM ENDS THEN 24' G.C. (2 1/2' EMBEDMENT) X 6 RTIC JAMB ATTACHMENT TO 01! -90 Ri 0 K SIMPSON 1/4' % 3' T17EN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS C1' APART) AT a, QC. (I 1/B' EMBEDMENT) HILTI 1/4' X 2-3/4' KMIK-CGN [I+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' ELQ Q 1/4' EMBEDMENT) � X 6 V al A ATTACHMENT TO GROLITED CW BLOCK (2000 PSI GROUT) HO.7I SLEEVE ANCH[IR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' Q 1/4' EMBEDMENT) OTR, USE FASTENERS FOR HGLLGV C-" BLOCK) SLAGS AND BOLTS CAN BE COUNTERSUNK TO PREIVIDE A FLUSH MOUNTING SURFACE. ■PREPARATION OF WOOD JAMBS BY OTHERS P'RODiKy.T�YCVf8PA Cbyvlils IE�e PIo8J11 /8 ITy UDOB)YJ FBCBTD I WWP1 I= 9 IGNSeZex�aaXS%L°SHF Mise " s +51.1 Loan #P • C E NS .,9 v �, +81 1 PSF q'� 0 e• V� F � e� -80.3 PSF S' m/��1• 0 •210 a ARGE NIBBLE • , STATE OF IMPACT NA M'" p ' •••A% O VD ---;g 'C1,� RESISTANCE , ®i° P*,-, ONRLI� FL 2 \2r.'r. 163 COMM COAT VTOM-8MML NC 87109 V VVAW4RRC0 MODEL 880 HBBTTAOK (04 OA) loco, 0000 MODSL BO6 om 8U34 0 000 .__(04 OA) 1000, 0 SHORT, IANC. numAiM�IDID OAK SUMMIT PAM SM om BY N3 I DAB: 03/12A mmmm B aMS or An BATE 01^4/03 IRC -9509-180 W20P3 VOUD CONCRETE STRUCTURE STRUCTURE HOLLOW BLOCK CaQWTEO B STRUCTURE L.STRUCTURE I/W MIN 2--13/4' MEN 1-1/2, MN F-� . JAMBHEN P'RODiKy.T�YCVf8PA Cbyvlils IE�e PIo8J11 /8 ITy UDOB)YJ FBCBTD I WWP1 I= 9 IGNSeZex�aaXS%L°SHF Mise " s +51.1 Loan #P • C E NS .,9 v �, +81 1 PSF q'� 0 e• V� F � e� -80.3 PSF S' m/��1• 0 •210 a ARGE NIBBLE • , STATE OF IMPACT NA M'" p ' •••A% O VD ---;g 'C1,� RESISTANCE , ®i° P*,-, ONRLI� FL 2 \2r.'r. 163 COMM COAT VTOM-8MML NC 87109 V VVAW4RRC0 MODEL 880 HBBTTAOK (04 OA) loco, 0000 MODSL BO6 om 8U34 0 000 .__(04 OA) 1000, 0 SHORT, IANC. numAiM�IDID OAK SUMMIT PAM SM om BY N3 I DAB: 03/12A mmmm B aMS or An BATE 01^4/03 IRC -9509-180 W20P3 TABLE I TABLE 2 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location Pand Ty (Measured from Left Edge) HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 1 #7 #8 WWII- let 2st 3rd A B C D E F G H T �20 {in} on) (in) ift) r 61 16" 3T' W' 76 1/2" 24.000 48.000 72.000 '0 Long �2x Bead 24.625 48.000 71.375 2'6" 21" 18" 18- 18" 18- 18" 18" 21 Wo 5112" 16" 34" 52!' 71Y 8881/2" 1 -2 �M T"' 73.500 :18": 4"= 6-2 Long 24.5W 49.000 73.&00 2111 21" 21 18" 18" 18" 21" 9 5112" 13" 31"149'167' W' 100 1/2" V12 Bead 26.125 49.000 72.876 Vy 5112" W 37" 5W 76' W' 112112" 10'8!' 21" 21" 21" 21" 21", 21" 8''4 Long 26.000 60,OW 75.000 mm 2E -m -m m m i=� z 4 Bead 25.626 60.0m 74.376 11' 5 1/2' 16" W 5Z' 70' BEV' 1W 11241/2"1 9'6" 121" W 18" 18" 18- 2 VI V4 Long 25.600 51.000 76.500 mimlEmmmmEM &!6 Bead 26.125 61.0M 75.876 1Z 51/2" 16" 3r' W 79' 1W' 118" 1381/2" 8'6" 121"121" 21" 18" 21" 8�8 Long 26.000 51000 78.0W 1 13' 151112"1 16- 3r'j 58"176' 94P 112' 139' 148127 7- 6" 1 181,118" 18" 1 6110 Long 26.600 63.000 79.500 910 Bead 27.126 63.000 78.875 14! 161/2!'111 1 37- 158- 1 79" 109- 1121" 1 142- 9601/2" E2� 18" 21 TABLE 3 Long 27.000 64.000 811.0m DOOR TRACK ATTACHMENT SPLICE Bead 27.625 54.000 80.375 HEIGHT A B C D E F G H I J K L M N s 6 71 T' 14" 27" 38" 46' 0' 68" 76" 01mmuceimm I Da 1BY 8 umum m m me 7 W' 2r- 38" 46", 56" 6811 7811 8811 MM SIZE DESIGN LOADS 91 W IW' 27" 38!' 46" 56" 68" 79'. 88" 1001, +51.1 PW 80.3 PSF d mea; No 0048 IV 3" 14" 27" 38!' 49' 56' 68" 78" 88" 100-.1 11211 WACT 11' 3" 14!' 2r, 3811 461 56" 68" 78" 88" 100" 110" 12411 DO H w 679 12' Y 14" 27- 36' 46" 56" 68" 78" 88" 100" 11 0' 12 13611 T*. 2karlr 13! 3" UP 27' 38" 46' 56" 68" 78" 86' 100" 114!'122" 134" 148" 10 CAMOM CMW VMM-SALM NA W= vvw"m= MODEL 950 MWAOR (24 GA) 1000 0 R -y, m Imadd MODEL 655 OAK SUMMIT (24 GA) 16TS800 MET. LONG, FLUSHI, AM OAK SUMMIT PANELS 7W TWN. w 5w 7w Eat 3" 14!' 27" W 46' 56" 6811 78" 88" 100" 114" 122" 1 11 Oil 01 D=fff 11,11 UIE WtNg I MM MW 141 e 8 1 =8 BY W I UT 03,44/0 1IRC-9509-180-21 ALL TRACH ATTACHMENT SPAW40 +/- 2- ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY I VW 3 OF 3 7 Ito � q•7® � fz• 3 STRUCTURAL SOLUTIONS, P.A. * Project No.: 13-002 5921-G West Friendly Avenue Date: 11/26/2013 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 1084 NE 97 St Miami Shores, FL 33138 Garage Door Width: Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from left building corner to edge of garage door opening: Distance from right building comer to edge of garage door opening: Roof Slope: 8 f 7 f 175 mph D 15 ft 50 ft 32 ft 1.9 ft any slope Positive Design Pressure = 43.2 psf Negative Design Pressure = -50.0 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7-10 The Topographic Factor for the building is 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely'determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors `-o! a®S H�[ °10"°® 46/7 `ti's.•' �j/ ss ��: • p 579 ~ ��` m � �r � � ST••A.T..E...OF :®��.�P �4OQ'� O STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:\2013 Projects\13-002 Amarr 2013 Retrofit Doors\1084 NE 97 St Miami Shores_FL_33138\Garage Door Pressure Calculator 7-10.xis OnQB r Constriction Tades Qualng Board BUSINESS CERTIFICATE OF COMPETENCY 99BS00382 vow, JULIAO GARAGE DOORS INC VO*D B.A.: 2LIA0 OSE LUIS Is certified underfhe. . 199� Islorls Of Chapter 10 Of Miami -Dade Cou* -Inw— QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR Danger badw P. mwn aSecretary afthe �;M 0911 -WwXftrffidade.9oWcl&Alower t JEFF ATWATER - CHIEF FII)IANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE•OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * _ CONSTRUCTION INDUSTRY EXEMPTION This Certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law - EFFECTIVE DATE: 6/5/2013 EXPIRATION DATE: 6/5/2015 PERSON: JULIAO JOSE L FEIN: 650896237 BUSINESS NAME AND ADDRESS: JULIAO GARAGE DOORS INC 8004 NW 154 ST # 244 HIALEAH FL 33016 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO not recover to benefits or compensation F.S., an officer of a corporation who elects exemption from this chapter by f ling a Certificate of election under this section may not recover benefits compensation undertfiis chapter. Pursuant to Chapter 440.05(12), F -S., Certificates of election to be of the business or trade listed on the notice of election to be exempt Pun ltarrt ZQ C exempt-• apply only within the scope election to be exempt shall be subject to revocation (f at Chapter 440.D5(13), F.S.. Notices of election to be exempt and certificates of oettifcate no ton ger meets the anytime after the filing of the notice or the Issuance of the certificate, the perm named on the notice or 9 requirements of this section for i`W=Ce of a Certificate. The department shall revoke a caritiicate at any time Wfa'ture of the Person named on the Certificate to meet the requrements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE -- - - - •-- - - - -- --• -- -- — -- _.- --- -•- -- - -- --IMPORTANT ._. .. _ STATE OF FLORIDA Pursuant to Chapter 440.05(14), F.S., an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES who elects exemption from this cimplarby filing a certificate of DMSION OF WORKERS' COMPENSATION a-� : F electionundertttis section may not recover benefds or . compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTIONO CERTIFICATE OF aECTI0NT0 BE EXEMPT FROM FLORMA : L Pursuant t0 Chapter 440.05(12), F -S., Certificates Of election t0 wopi(e S- COMPENSATION UAW - . D be exempt-. apply urjy within t.ha scope of the business or trade EFFECTIVE DATE: 66=13 FxPIFA110N DATE 615not5 listed on the notice of election to be exempt PEF=S & VJUAO JOSE t : H Pursuant to Chapter440.05(13), F.S., Notices of election to be FWL 650896737 . ; E exempt and certiRrates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if, at any time after the filing of the notice JULIAO GARAGE DOORS INC E or the issuance of the certificate, the person named on the notice or cer5ficate no longer meets the requirements of this . 8004 NW 154 ST # 244 section for issuance of a certificate. The department shall revoke HIALEAH FL 33016 a car ificate at any time forfallum of the person named on the SCOPES OF BUSINESS OR TRADE certificate to meet the requirements of this section - MACHINERY OR EQUIPMENT ERECTIO Local. Business Tax Receipt. Miami -Dade County, State of Florida —THIS IS NOTA BILL -DO NOT PAY 4074076 BUSINESS NAMEILOCATION JULIAO GARAGE DOORS INC 8004 NW 154 ST 244 MIAMI LAKES, FL 33016 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2014 4218608 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED JULIAO GARAGE DOORS INC 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 07/25/2013 Worker(s) 1 99BS00382 0224-13-000517 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatarylaws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles— Miami -Dade Code Sec I2-276. MIAMIJI E For more information, visit w a miamidade.govkmollector Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A`BILL - DO NOT PAY CC NO: 99BS00382 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES JULIAO GARAGE DOORS INC NEW BUSINESS 8004 NW 154 ST 244 7435163 SEPTEMBER 30' 209 4 MIAMI LAKES, FL 33016 Must be displayed at place of business Pursuant to County Code Chapter SA Art. 9 & 10 OWNER TYPE OF BUSINESS JULIAO GARAGE DOORS INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175.00 07/25/2013 022413-000517 MIAMAIM1111 For more information, visit www.miamidede.gov/toxcollector "B OAT :19SURM GROUP IING1 8507 Cm41. 9 Wim* Wi NAIC4 9N5tJRER'B` 0.004. Z :154MU :02, #P,44 i ra-:4 ILAM8, FLT 32�616 IaR4i COYtCRACCO TWE.2E}L 6GTEA3'tF tA1SilFtJNC3E Lt:�T:Et' "t3ti t3�flfGiAVttt I TO THE IItiISIJREff NE#iAS 7%IEECItitG� PERT4}R.I�Iti11ATE�='i�fYFUUITHT4PffSINC� AN1°'RilIEPLT FEtCfiJItiD1T1flN OFkY €JNtJT;Ri3THER DOIIUPAEd1T�UETFd ftESPEGt Ft?iCCFi'FFt15 G> iT+SITE F MAY I' l'3IA1N, TFI. {t3tl�E �kF41iED IY'[li l�Qt ItF4S'tZ£tIEED HE[�EtN, i; ttJE7'rT"TFLi .Tti Ti31i.�S1 Pili .{ FiS�IVS t�E'Sl)Fi POLICIES A GREfzflrTELIRAtF$ iiDUUt�lR�4YF1Ai�E.BEENi2EDUCrEDBY'PAID I h(fdS. Mm1. -t., ' 1£Y SER, .FFE VE MOW IMTS A x CLAL GENEPAL LIABILITY 057294M2.1 08/28/'13 08/28/14 :ra—s 4 I 1,101.0011-V GENERAL AGGREGATE $ 2, o..Mi 0{ GEMLA:GGREGATE LIMIT. APPLIES.PER: x Pol-cy J�ECT L0G PRODUCTS-eWP P'AGG S` r V n> ." XUTMOBILFI.MILFFY ANY;AUTO AL4 0WNWXSr )S susco'rc MON-OMMAUTOS Mole, SINGLE'LIMIrC [j $ BODILY INJURY BODILY INcitY (R8r2C0 '1) (PFR =R �� � CARAGELIA[ILI7Y ANYAUTOOTh�.THAM1! AJJTO%LY;Eii CID@U S f4$> ?�U?•O`t�t�°r E�GES�i>A`9€:tAtdf�iL[1Y OCCLA CLAM MADE ]RETIBLE, RETENTION $ EJ�Ot6::�Gk.�RE15iCE �` r AGGREGATE S WORIkERSC0AT10PlAND AN+f P.1dOPFlIE7'oAfPRRT't�FlE;SEt`ditlbE: OPMER A1EMMO fxa.UDED7 �9 K'—F eundar I�CtYISIOPdS.Wvee TWLihRiTS ECi E,L::EXiGdi.:ACCIOEAtI' _ . E.L: DISEASE --;BBE --'LoyEE' ,$ E,L.DtSERSE-i"WC-Y1,IINUi' OT�, DESSCRIPTION C,Fw OPEPA!IONStLOCAT40M J VEHICI ES,.f`E}SCGUS 0NS.AWEP 6Y ENDORSEMENT/ SPECIAL PROVISIONS, MIAM SHORES VII,LAGZ HALL 1005.0 NE 2ND AVE PST 4<78t1':.St•, L, 8 13$ ACORD25..("MIM) SI�UL¢ PJ�tY C� T�'ABOt1Ei DE . ' . BE6 ADL krfES'BE :.: .;.... PIPIRATION DATE 145F -OF, THE ISSUING INSURER WILL ENDEAVOR'TO'MAIC 20 DAYS "rm NOTICE TQ`THE c RTSCATE HOLDHZ NAM TD TI•G:LEFT, .BUTFALURt TO QQ GO:SIIALL INFO OR LtAII ITY OF.AtY iLfh? �kQLd.i INRF-,;AU�ETJF^a fFl1: THE'UNDMSIGNEE) hereby gives MUM that Improvements wig Property, and in accOrclarCe with ChGPW 713, Florida be made to cwtain reel Provided in this Notice of Commencemerit. 8111tutes. the fOOMMM Informidlon I I P I Il 11111 R111 .01M 1111111111111 [3F'. Cf.. OF Our...'T 1ARVElf -FIL tllf'.' IDA L�461* 1. Legal description Of Prop". and streeVaddrew: 80aft above fflsir�fw ®f M=rdh*�ofl ,� 2 t� � U AA, - . ­ W� = 3. Owner(s) ne Interest in prol Name and adc 4.ConMor-sn tj rA arrie, address and Phone ni _Aj -i i fi; A. I 5- Surety* (payment bond required by =ev Name —4A- 0 and phone number Amount of bond $ 6- LOndees name and address: 7. Persons within the State of Florida desi•gnated by Owner upvWqft* _* Section 713.13(1)(a)7., Florida Statutes, ............. �rovfded by 11:11� 0�dqfflWmay HW�ERE08YCERTIFY #ftW c, Name, address and phone number adift M in ftofflaW 20—o—dirc T 9. Expiration date of this Notice of Commencement. (he exPIMUM deft is I Yaw tram the date of rewrdmg wdew a dWerent dae is Ved" MING To OWNM: ANY PAYMENTS MADE BY THE MPROPER PAYMENTS UNDER - OWNER AFTER THE 004RATION OF THE NOTICE OF ENC ,ARE CONSIDERED IMPROVEMENTS TO YOU ' CHAPTER 713, PART J.'SECTION 713.1& :FLORIDA STATUTES, AND �AN RESULT IN YOUR PAYING T"CE FOR R PROPERTY. A FIRST INSPECTION. IF' YOU INTEND *TO OONTAOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE B8;ORE THE IN FINANCING, CONSULT WTrH YOUR OR RECORDING YOUR NOTICE OF COMMENCEMENT LENDER OR AN ATTORNEY BEFORE COMMMOING WORK Signature(s) f CMq" 0rqWe,?)'AUftdZed Ofter/Director/Partri er/mviager By Print Name _k I c, 1�_ rdle/Office PrintName STATE OF FLORIDA 71fie/Office COUNTY OF MIAMI-DADE The fF"oi..ng Instrument . was acknowledged More me this dayof Qtr ' n-jbtf.v- BY rid individuany, or U as for Personally known, Or W Produced the following We of id Signature of Notary public: Print Name: (SEAL) Signaturefs)0-owneV ,�) or I ­­ 111 Nawy Polk '! Oft C9 . FbW 114 comm. ftkw Sao "o 2011 couiftIan 0M , WNW t!�5 _11fto tang W. 1.