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MC-13-8483 —SFsi Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 189912 Permit Number: MC -4 -13 -848 Scheduled Inspection Date: May 29, 2013 Inspector: Perez, JanPierre Owner: CONDOMINIUM ASSOCIATION, SHORES VII C Job Address: 9001 1 -A9043 NE 4 Avenue Road Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: BEST AIR SOLUTIONS Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number (305)785 -7760 1132060460620 -2 Phone: (786)251 -5463 Building Department Comments REPLACE AC CONDENSER UNITS METAL STAND ON THE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Q_.—es 1 q113 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 29, 2013 For Inspections please call: (305)762 -4949 Page 13 of 32 ‘\ b\ 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 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: 9001 -9048 NE 4 Ave Rd City: Miami Shores Folio/Parcel #: r_ Is the Building Historically Designated: Yes FBC 0I3 Permit No. 13 Master Permit No County: Miami Dade Zip: NO NO OWNER: Name (Fee Simple Titleholder): The Shores Village Condominuim Address: 9001 NE 4 Ave Road City: Miami Shores Tenant/L,essee Name: Flood Zone: Phone #: a o..:& _ 4150-0 `. State: FL Zip: 33138 Phone #: Email: CONTRACTOR: Company Name: Best Air Solutions Address: 10237 NW 9 ST Circle # 102 City: Miami Qualifier Name: Daniel Gomez Phone #: 786- 251 - 5463. State: FI Zip: Phone #: State Certification or Registration #: CAC032393 Certificate of Competency #: Contact Phone #: 786- 251 -5463 Email Address: Lismael @Bestairsolutions.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $12,800.00 Square/Linear Footage of Work: Type of Work: CI Address DAlteration New ORepairlReplace Description of Work: Replace NC Condenser units Metal stands on the roof. Demolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • .c?-60 t t 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 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 WITd 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 approved and a reinspection fee will be charged. Signature6� ,Q , 7k Owner or Agent The fore • oing instrument was acknowledged before me this day of �- 1-''-o 0 ,-, by Liki AM); who is personally known to me or '• K• cite As ident catic� . ` 11it4 taki n oath. :1 Sign: Print: My Commission Expires: APPROVED BY h �b * The foregoing instrum�t� wv. t _ ✓, _ - • t ▪ • day of ., to who is personally kn O v e i e . Y• has eto ute d VS o� s 6 a l�� 4e i'llp del take an oath. tom` * SATE OF.,,19eeeee s'Iilu notie+%000� NOTARY P Sign, Print: a 2 41 -7 e S ao My Commission Expires: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ans Examiner Structural Review Revised 3 /12/2012)(Revised 07110 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Detail by Entity Name Page 1 of 4 Home Contact Us E- Filing Services Document Searches Forms Help Evens No Name History Return to Search Results Detail by Entity Name Florida Non Profit Corporation SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. Filing Information Document Number 726513 FEI /EIN Number 591548009 Date Filed 05/25/1973 State or Country FL Status ACTIVE Last Event CANCEL ADM DISS /REV Event Date Filed 05/11/2005 Event Effective Date NONE Principal Address 8901 NE 4 AVE ROAD MIAMI SHORES, FL 33138 Changed: 05/11/2005 Mailing Address C/O USA SERVICES 6915 TAFT STREET HOLLYWOOD, FL 33024 Changed: 05/11/2005 Registered Agent Name & Address JENNINGS & VALANCY 311 SE 13 STREET FORT LAUDERDALE, FL 33316 Name Changed: 04/27/2009 Address Changed: 02/07/2012 Officer /Director Detail Name & Address Title P THEOBALD, GEORGE 8943 NE 4 AVE RD MIAMI SHORES, FL 33138 Entity Name Search http: // search. sunbiz. org / Inquiry / CorporationSearch /SearchResultDetail/EntityName /domn... 4/24/2013 .a 1■0110444 1.014111111.11.1A.5 Wyk; WW11 V 4 Page 1 of 2 Home BM Las to user Re�tagen 'Wes Submit surds Rids 8 Facts . Pageations RC Std : gag ste Rap ! Legs ; Saudi �rmrr�unEty (firs Product Approval USER: Public user Paiihst Anemvat atemt > .ftikaa_figaganagla >141124541211,Uil > APPftation FL # Application Type 4 Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Cary Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL14518 New 2007 Approved F&L Aluminum Parts, Inc 1710 NW 22nd Ct Unit 7 Pompano Beach. FL-33064 (954) 422-3766 ridifere RICARDOIFERNANDEZ Miami Shores Village rtdiferrr .com APPROVED BY ''0^] G DEPT 1 O 7C :LI'I;t`NCE \M rl-I ALL FEDERAL Structural Components ' `, <vr1D 1EUULATIONs Pre - engineered AC Stands Evaluation Report from a Florida Revered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy - Received Christian Langley, PE PE -672 National Accreditation and Management Institute 12/31/2012 Emma T. Mellinger, P.E. Validation Cheddist - Hardcopy Received J9.14518 RO COI Cert Indeo.pdf Referenced Standard and Year (of Standard) manout Aluminum Design Manual Equivalence of Product Standards Certified By Sections from the Code Year 200'5 http: / /www.floridabuilding.orglpr' /Pr appdtl..aspx? param= wGEVXQwtDquxTVBjriRcYiill... 7/6/2011 • ava*M41. arraa2trd22S'_uu :J11Il111G Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Labor D 04/15/2011 06/24/2011 04/28/2011 07/03/2011 Page 2 of 2 urinary of Products 14518.1 , Number or Name Light-/Medium-Duty A/C minum Rooftop Equipment Stand with Light- & Duty Components: Round Tubes, Telescopic Limits of Use Approved for use in HVIIZ: Yes Approved for use outside HYHZ: Yes Impact Resistanb N/A Design Pressure: N/A Other: Refer to evaluation report and approval drawl Installation Instructions for specific limitations of use. Instructions FL14518 RO 11 Drawina.adf Verified By: Christian Langley, PE 67382 Created by Independent Third Party: Yes Reports F114518 RO AE Eva! Reoort.ndf Created by . = Third Party: Yes Back next Deportreent of Con is nanny Affisho Florida &Oleg Cade tioloo Codes *ad 2555 Sherd oak so levard Tallahassee, Florida 32M -2180 (850) 487 -1824, Fax (850) 424 -8438 0 2000-2020 The State of norWa. All rights reserved. BitscalsimastiroadnaliatuagalidcalailatalatsaantlfhatimasinzaaylCatactAis Pry A0Preval Accegsr CredtSArF E http : / /www.floridabuilding.org/pr /pr app cttl. aspx7 param =wGEVXQwtDquxTVBjriRcYiil1... 7/6/2011 REFER TO DESIGN SCHEDULE FOR AVOWABLE WIND LOADS AND OTHER DESIGN CRITERIA ALUMINUM ROOFTOP EQUIPMENT STAND WITH LIGHT- & MEDIUM -DUTY ROUND POSTS & TELESCOPIC CROSSBAR STAND ASSEMBLY 1 SCALE: N.TS. ISOMETRIC VIEW GENERAL NOTES 1. THE SYSTEM DEPICTED HEREIN HAS BEEN EVALUATED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 2. THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD INCREASE IN ALLOWABLE STRESS. WIND LOAD DURATION PACTOR CLm1.8 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 1 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 80 DETERMINED BY OTHERS ON A SITE - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 10000001100 FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARaiITECT SHALL PREPARE SITE- SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS APPROVAL 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OP THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 6. ALL ALUMINUM EXTRUSIONS SHALL BE 0061 -T6 ALLOY & TEMPER, UNLESS NOTED OTHERWISE. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS, USING FILTER ALLOYS 4043, 4097, 5183, 5356, OR 5556. 7. STANDS SHALL BE INSTALLED WITH MINIMUM CLEAR meow AS SPECIFIED TN THE ABOVE -NOTED BUILDING COOS. °57ANOHE!wlr AS USED HEREIN IS NOT NECESSARILY EQUIVALENT 70 "STAND aMR woo- AS SPECIPIED IN THE BLDG CODE. 8, VIBRATION ISOLATOR PADS SHALL BE PROVIDED EY CONTRACTOR BETWEEN UNITS & STAND. 9. 11' 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT FASTENING AS SHOWN HEREIN WILL NOT VOID THE EQUIPMENT MANUFAC'TURER'S WARRANTY, ESPECIALLY WHERE UNITS ARE INSTALLED WITH OVERHANG PAST RAIL (SEE TIEDOWN DETAILS), 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 651. 10. PLASTic COMPONENTS USED WITHIN THE HVH2 MUST MEET ALL APPLICABLE FTREJSMOKEM PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE. 12. ANY STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED tN THE ASOVENOTED BUILDING CODE. HEX HEAD SET SCREW OR THUMBSCREW TO HOLD RAIL IN POSITION AFTER INSTALLATION 0.150" ,- 0.714'4' 41,0,714" 4' 0.200' 0363' I 0.150' -- 0 RAILCONNBCTOR SCALE: 8" -1' -0" (� l LIGHT•DUTY POST' SCALE: B° • 1'47 e8 INSIDE ,..,")(` MEMBER ' (1) 00-20 BOLT WITH NUT & WASHER TELESCOPIC CROSSBAR 21 COUPLING ATTACHMENT OUTSIDE MEMBER SCALE: N.T.S. ISOMETRIC VIEW MEDIUM -DUTY POST SCALE: 8' • 1'-0° C 0.750" MIN (1YP) LIGHT -DUTY CROSSBAR (OUTSIDE MEMBER) SCALE: 8' -1'-0° ,,- 1.500' MEDIUM -DUTY CROSSBAR 0 (OUTSIDE MEMBER) SCALE: B" -1'-0' LIGHT -DUTY CROSSBAR O(10510E MEMBER) SCALE: 8' • 1110° MEDIUM -DUTY CROSSBAR O(INSIDE MEMBER) SCALE: 8' -1'•0° ,1 , 0,. 0 O 0.250" MIN THICKNESS SCALE: 9' -1' 0' POST LOCATION (CENTERED) OPTIONAL I' 01AM HOLE AT CENTER BASEPUITE ANCH00 LOCATIONS d 1 1. ULE -1 UNIT �-- 2 FRAMES .. ---.3 UNITS ---_ 3 FRAMES -. -3 UNITS "" -2 FRAMES - --- "W° UNITS "N4' FRAMES 1 n1 UNIT & POST CONFIGURATIONS SCALE: N.T.S. DIAGRAMS DESIGN SCHEDULE NOTES 1. DESIGN SCHEDULE GIVES MAXIMUM ALLOWABLE WIND LOAD FOR EACH COMBINATION OF UNIT SIZE, STAND HEIGHT, AND UNIT /POST CONFIGURATION. 2. "UNIT l9IEE (FRONTAL AREA)" IS AREA OF UP4IT FACE PARALLEL TO I-BEAM RAIL ('P UNIT HEIGHT X UNIT WIDTH), AS DEPICTED HEREIN. UNIT HEIGHT SHALL NOT EXCEED UNIT WIDTH. 3. FOR STANDS WITH VARYING UNIT SIZES, ENTER DESIGN SCHEDULE USING MAXIMUM SIZE 0P ALL UNITS TO BE INSTALLED ON EACH STAND. 4. 'STAND HEIGHT" IS AS DEPICTED HEREIN. 5. "UNIT & POST CONFIGURATIONS' INDICATE NUMBER OF UNITS & NUMBER OF FRAMES PER STAND, AS 0EPICTE0IN DIAGRAMS. "FRAME" HERE DENOTES ASSEMBLAGE OF 2 POSTS WITH A CROSSBAR. 6. 'A UNITS & '2Y° FRAMES INDICATES ANY NUMBER DP UNITS WITH AN EQUAL NUMBER Of FRAMES PER STAND. le UNITS & 'VW PRAMS INDICATES ANY NUMBER OP UNITS WITH A NUMBER OP FRAMES PER STAND EQUAL TO THE NUT18ER OF UNITS MINUS ONE. 1. EA01 UNIT' SHALL HAVE A MAXIMUM WEiGNT OF 300 LBS. REACTION SCHEDULE B. MULTIPLE UNITS MAY BE GROUPED TOGETHER FOR CONSIDERATION AS A SINGLE UNIT (OR VICE VERSA) IN THE DESIGN SCHEDULE. a WHERE MULTIPLE UNITS ARE GROUPED TOGETHER FOR CONSIDERATION IN DESIGN SCHEDULE AS A SINGLE UNIT, THE `UNIT SIZE (FRONTAL AREA)" SHALL BE THE TOTAL OF THE GROUPED UNIT SIZES. ACTUAL UNIT WEIGHT SHALL NOT EXCEED THE MAXIMUM PER -UNIT WEIGHT NOTED ABOVE. b. WHERE A SINGLE UNIT LS SPUT UP FOR CONSIDERATION IN DESIGN SCHEDULE AS MULTIPLE UNITS, THE "UNIT SIZE (FRONTAL AREA)" SHAD. BE THE ACTUAL UNIT SIZE DIVIDED BY THE NUMBER OP UNITS CONSIDERED. ACTUAL UNIT WEIGHT SHALL NOT EXCEED THE MAXIMUM PER.UNIT WEIGHT NOTED ABOVE MULTIPLIED BY THE NUMBER OF UNITS CONSIDERED IN DESIGN meows.. 9. SPACING BETWEEN UNITS MAY VARY (UNLIMITED). 10. REFERENCE ANCHOR SCHEDULE FOR ALLOWABLE ANCHORS AND INSTALLATION CRITERIA. LIGHT -DUTY STANDS LIGHT -DUTY STANDS MBDIUM•CUTY STANDS REACTION AT BASE Ra 1 UNIT 2 PRAM ES 2 UNITS 3 FRAMES UNLIMITED UNITS PER STAND "N° UNITS "M FRAME$ 3 UN05 2 FRAMES 4 UNITS 3 FRAMES 5 OR MORE 101255 PER STAND °N' 11Nf25 'N•1" FRAMES 1 UNIT 2 FRAMES 2 UNITS 3 FRAMES UNLIMITED UNITS PER STAND "N' UNITS °N° FRAMES 3 UNITS 2 FRAMES 4 UNITS 3 FRAMES 5 OR MORE u54 T5 PEP. STAND ' 'h" UNITS . "N -1' FRAMES 1033 PSP COO 6D.9 PSP UNITSILE (FRONTAL AREA/ STAND NEIGHT ! 42 D2R ,.., 16" 24° 30° 30' .113.8 ASP_ 894 * _.7 ....... 73.7 PSF 8522 PSF., 68.9 i4 .............. 55.3 P5P . 56.9 PSP 1111 44.6 kit 79.9 PSP 37,8 PSP .. ........... , 29.8 PSP, . 244 P5P 42.7 P IS 111. 33.5 P5P ....._.. 274 AP 453 P55 35.7 PSP 2955...,.. 299 ISO 200.0 9P 200-0 PBP _ ....4 PSP 152.4 PSF 194.0 PSP ............. 1SL8 PSP...101 '114,3 ,. 114.3 PSF 129.3 P65 A PSF '76.:100." 86.2 P6P 67.9 PSF "SG.B P3F 97.0 PSF ................... • 7d4 PSP 47.1 PS5 6.25 emit i. 24' 30° 72.6 P55 57.1 PSP ... 47.2 MP • 542 585 42:8 007 • 35.4 P55 • 36,4 595 28.6 P55 _29.8 MF � 243 565 19.0 PSF 15.7 FS? 273 P55 _ 21.4 PSF 17.7'555 . 29.1 565 229 PSP _ 19.6 .555 '" 16.5.3 PSF 13114 P1fP, 979 555 124,2 PS5 - -0974i ? , 73.3 P5>• 82.8 P57 , 652 P55 " ;41 P5P".'31s 55.2 555 47.5 P"}' iii, . ' • 62.1 P85 48.4 P5P 38.6 1155 66.2 PSF 52.2 PS5 392 555 TS 94R 19" M' 30' 65.755? 47.6 PSP 39.3 PSF 45.5 PSF.. 35.7 PSP 29.5 PSF 303 PSF 239 PSP 197 PSF 20.2 P5P 15.9 PSF , ' 13.1 22.8 PSF 17.9 PS5 _ 14.7 Pfi5- 243 P5P . � 1910 }+SP. ' � � 157 PS5 137.9 FSF..103.5 P57 ' 199.7 PSP 61.4 ASP 81.3 P6P 604 555 69.0 P55 � SiJ PsP 40,6 P55 46.0 585 362 PSF 27.1 PIP 51.7 PS5 40.7 P5F 30.5 PSP 55.2 PSF _ � 43.4 P9P 32.5 P55 9.0 AN 18° 24" 30" 504 P55 39.7 55P 329 PSF 37.9 PIP 29.0 PSF 29.6 PfiP 25.3 596 ..19.8 P9 16.4 PSF 18.9 ,13.2 P5F � 10.9 PSF 19.0 P55 ,14.9 P6F. _ 123 PIP 202 PSP 159 PSF 17.1 PSP 1152 055 86.2 ASP 905 PSF 67. PSF 87.7 PSF 509 PSP 07,5 55P 453 PSF 37.9 P5P 383 P55 32,2 MP _� • 22.6 PIF� 43.1 P65 34.0 P55 �� 25.4 MP 484 595 38.2 PSP 273 PSF 1125 soft 18° 37.2 PSF 24' 20.1 PSF 30' I 24.1 * 27.9 PSF 212 PIP' 18.1 ASP 164 PSF 14.6 PBP 12.0 555 12.4 PSP 9.7 59 9.0 P55 13.9 55P 10.9 PSP 9.0 P55 14.9 555 11,7 PSF 94 PS5 84.5 PSP 633 P55 669 PS5 49.9 PDF 49.7 NP' 373 P95 422 P5P 1,'1333 PS5 24.4'PIP 252 P5P • * 722PBR. 15.6 PSF 31.7 P55 242 P55 " 18.7 PS5 33.6 P55 26.8 PSP 19.9 P55T 1611 cqR 19° I84 PSP 24" 223 PSF ._...30'��_�'�16.4PSF 313 PS5 1d7 PTP 13�BP59 t12 P6P 98 PSF ..11.2.......7......... 111 PSF 7,4 PSP ... 92 PS5 6.1PkP�� 107 555 8.4 P8F '.10.1.. 619°5° 11.4 PSP Bb PSF _ *P. :1 ".._.... 711°5° _ 84.7 55F _ 489PSF_. 40.9 ?S?., ,, 38.i FSp, .. 18.5PSF 26$P� 323 P55 299 P9P 10.0 PEP PEP _ 21.5 PSP ..17.0:00:•• ...7........ 12.7 PM 24.2 555 ._79.I �PSP�_���2D,4 -14.7 MP 25.9 PSF .. PSF' 152°5° -1 UNIT �-- 2 FRAMES .. ---.3 UNITS ---_ 3 FRAMES -. -3 UNITS "" -2 FRAMES - --- "W° UNITS "N4' FRAMES 1 n1 UNIT & POST CONFIGURATIONS SCALE: N.T.S. DIAGRAMS DESIGN SCHEDULE NOTES 1. DESIGN SCHEDULE GIVES MAXIMUM ALLOWABLE WIND LOAD FOR EACH COMBINATION OF UNIT SIZE, STAND HEIGHT, AND UNIT /POST CONFIGURATION. 2. "UNIT l9IEE (FRONTAL AREA)" IS AREA OF UP4IT FACE PARALLEL TO I-BEAM RAIL ('P UNIT HEIGHT X UNIT WIDTH), AS DEPICTED HEREIN. UNIT HEIGHT SHALL NOT EXCEED UNIT WIDTH. 3. FOR STANDS WITH VARYING UNIT SIZES, ENTER DESIGN SCHEDULE USING MAXIMUM SIZE 0P ALL UNITS TO BE INSTALLED ON EACH STAND. 4. 'STAND HEIGHT" IS AS DEPICTED HEREIN. 5. "UNIT & POST CONFIGURATIONS' INDICATE NUMBER OF UNITS & NUMBER OF FRAMES PER STAND, AS 0EPICTE0IN DIAGRAMS. "FRAME" HERE DENOTES ASSEMBLAGE OF 2 POSTS WITH A CROSSBAR. 6. 'A UNITS & '2Y° FRAMES INDICATES ANY NUMBER DP UNITS WITH AN EQUAL NUMBER Of FRAMES PER STAND. le UNITS & 'VW PRAMS INDICATES ANY NUMBER OP UNITS WITH A NUMBER OP FRAMES PER STAND EQUAL TO THE NUT18ER OF UNITS MINUS ONE. 1. EA01 UNIT' SHALL HAVE A MAXIMUM WEiGNT OF 300 LBS. REACTION SCHEDULE B. MULTIPLE UNITS MAY BE GROUPED TOGETHER FOR CONSIDERATION AS A SINGLE UNIT (OR VICE VERSA) IN THE DESIGN SCHEDULE. a WHERE MULTIPLE UNITS ARE GROUPED TOGETHER FOR CONSIDERATION IN DESIGN SCHEDULE AS A SINGLE UNIT, THE `UNIT SIZE (FRONTAL AREA)" SHALL BE THE TOTAL OF THE GROUPED UNIT SIZES. ACTUAL UNIT WEIGHT SHALL NOT EXCEED THE MAXIMUM PER -UNIT WEIGHT NOTED ABOVE. b. WHERE A SINGLE UNIT LS SPUT UP FOR CONSIDERATION IN DESIGN SCHEDULE AS MULTIPLE UNITS, THE "UNIT SIZE (FRONTAL AREA)" SHAD. BE THE ACTUAL UNIT SIZE DIVIDED BY THE NUMBER OP UNITS CONSIDERED. ACTUAL UNIT WEIGHT SHALL NOT EXCEED THE MAXIMUM PER.UNIT WEIGHT NOTED ABOVE MULTIPLIED BY THE NUMBER OF UNITS CONSIDERED IN DESIGN meows.. 9. SPACING BETWEEN UNITS MAY VARY (UNLIMITED). 10. REFERENCE ANCHOR SCHEDULE FOR ALLOWABLE ANCHORS AND INSTALLATION CRITERIA. 'FRONTAL AREA° AS NOTED IN DESIGN SCHEDULE UNIT SIZE (FRONTAL AREA) SCALE: N.T.S. ISOMETRIC UNIT SIZE USED IN DESIGN SCHEDULE ft P4 M base RY ACTUAL UNIT SIZE rir UNIT SIZE USED IN y ACTUAL DESIGN SCHEDULE 1 UNIT SIZE '� / GROUPING /SPLITTING OF UNITS FOR USE IN DESIGN SCHEDULE I.8PAM RAIL SCALE: N.T.S. FRONT ELEVATION 4a $°T LIGHT -DUTY STANDS MEDIUM -DUTY STANDS STAND H8IGPR REACTION AT BASE Ra REACTION AT BASE PIT REACTION AT BASE M.ba8w REACTION AT BASE TR REACTION AT BASE Ry REACTION AT BASE MAap 18' 24" 30" 11418 89 LB 74 LB 453 1.8 *621.9 *651.8 1319-1N 13 649 1.3 8.18 259 LB 204 LB 151 LB' *105 LB _4122 LB 4123 LB 3.2 8-192 32 849 2.9 8.19 'FRONTAL AREA° AS NOTED IN DESIGN SCHEDULE UNIT SIZE (FRONTAL AREA) SCALE: N.T.S. ISOMETRIC UNIT SIZE USED IN DESIGN SCHEDULE ft P4 M base RY ACTUAL UNIT SIZE rir UNIT SIZE USED IN y ACTUAL DESIGN SCHEDULE 1 UNIT SIZE '� / GROUPING /SPLITTING OF UNITS FOR USE IN DESIGN SCHEDULE I.8PAM RAIL SCALE: N.T.S. FRONT ELEVATION 4a $°T RAIL (I -BEAM) RAIL CONNECTOR �,...... --�'i (CHANNEL)..• -^" -„I Pia° WELD RAIL CONNECTOR (CHANNEL) TO TOP OF EACH POST CR0 STAND ASSEMBLY: M POST, CROSSBAR, & RAIL CONN 11,, 333 SCALE: N.T.S. ISOMETRIC ANCHOR SCHEDULE: TO CONCRBTR (MIN 2,000 PSI) A. 3§" POWERS WEDGE MT 3' MIN EMBED 4Y..° MIN EDGE DISTANCE B. 30° H1LTI KWKscum 316. MIN EMBED 5' MIN EDGE DISTANCE TRAMP H9.IL91 C. 3'e° LAG SCREW 214° MIN THREAD PENETRATION TO 51101, (MIN ( /B' THICK) 0. v., TEKS SCREWS OR ( -20 SELF- THREADING METAL SCREWS (SAE GRADE 5) (4) ANCHORS PER BASEPLATE • REF ANCHOR SCHEDULE FOR OPTIONS STAND ASSEMBLY: 0 r2 POST & BASEPLATE 3 SCALE' N.T.S. ISOMETRIC ALTERNATES (2) ANCHORS PER BASEPLATE FOR INSTALLATION TO WOOD RAFTERS - REF ANCHOR SCHED FOR OPTIONS ALT BASEPLATE ANCHORAGE SHALL BE LIMITED TO THE FOLLOWING: • (2) UNITS MAX • (3) FRAMES MIN .6.25 SO FT MAX UNIT SIZE (FRONTAL AREA) • 24' MAX STAND HT • MAX ALLOWABLE DESIGN PRESSURES: •• L(GHTOUTY: Atm •• MEDIUM-DUTY: Nam ! ALTERNATE BASEPLATE ANCHORAGE 3 SCALE: N.TS. ISOMETRIC ANCHOR NOTES: 1. ANCHORS SHAD. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENOATTONS, & LOCATED PER BASEPLATE COMPONENT DETAIL($), 2. ENSURE MINIMUM EMBEDMENT, EDGE DISTANCE, & SPACING P0R AU. ANCHORS ARE IN ACCORDANCE WITH ANCHOR SCHEDULE. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SHEATHING, UNDERIAYMENT,INSULATION, AND OTHER ROOFING MATERIALS. 4. MINIMUM 3/4' EDGE DISTANCE IS CONSIDERED IN DESIGN FOR ALL ANCHORS TO WOOD HOST STRUCTURE (Le. ANCHOR SHAD. BE LOCATED IN CENTER DP TRUSS /RAFTER WHERE FASTENED TO NARROW FACE OF NOMINAL 2x UMW). 5. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINS WITH Gm05S OR GREATER SPECIFIC GRAVITY (. DENSITY). 6. WHERE HOST STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. PIELD VERIFY THAT FASTENERS ARE 1NT0 ADEQUATE W000 FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.0.). 7. SELF-TAPPING OR SELP- THREADING METAL SCREWS SHALL BE INSTALLED WITH FULL THREAD ENGAGEMENT INTO METAL HOST STRUCTURE AND MAY HAVE A FLAT HEAD, PAN HEAD, TRUSS HEAD, DR OTHER HEAD STYLES. 8. ANCHORS THAT INCORPORATE MACHINE SCREWS SHAD. HAVE MINIMUM OF 1/2' ENGAGEMENT 0P THREADS IN SASE ANCHOR AND MAY HAVE ANY HEAD STYLE, UNLESS INDICATED OTHERWISE BY MFR. MIN (4) VIBRATION SENATOR PACK PER UNIT, TO BE PROVIDED BY CONTRACTOR RAIL (I.BEAM) • .1 - 4°x()4:74p1 OR 2'x2°x0.ND' MIN 6033 -16 ALUM CUP (4) 014 SMS PER CLIP TO UNIT FRAMING (20pa MIN STEEL) UNIT MAY OVERHANG RAIL (12° MAX EACH SIDE) (4) 014 SMS PER CUP TO RAIL TYPICAL CONNECTION, M1N (4) PER UNIT 333 4 CLIPPED UNIT CONNECTION SCALE: 1 :2 VERT SECTION MIN (4) VIBRATION ISOLATOR PADS PER UNIT, TO BE PROVIDED EY tl1NIT MAY OVERHANG RAIL (12' MAX EACH SIDE) WHERE ACCESSIBLE, FASTEN UNIT FRAMING DIRECTLY TO RAIL WITH (2) Yen BOL75 WITH NUT & WASHER.'.. -. Y� TYPICAL CONNECTION,�I MIN (4) PER UNIT II DIRECT UNIT CONNECTION 3 SCALE: 6' =1' -0" VERT SECTION -1"x 2288 (0.030°) MIN GAL? STEEL STRAP (ASTM 6653 GRADE 33) MIN (4) VIBRATION ISOLATOR PADS PER UNIT, TO BE PROVIDED BY CONTRACTOR RAIL (I4EAM) (2) 014 5M5 EACH STRAP END TO UNDERSIDE OF RAIL TOP FIANCE (MIN 3 STRAPS PER UNIT) (2) 414 EMS PAC-1 • STRAP ENO TO UNDERSIDE OF RAIL BOTTOM FLANGE (MIN 2 STRAPS PER UNIT) O3 STRAPPED UNIT CONNECTION SCALE: 1:2 VERT SECTION EXISTING RAFTER DR 30157 (WOOD, $TEE., ETC.) -✓ CONNECT PLATES 70 SANDWICH ROOF JOIST WITH (4) a /9" THREADED RODS PER POST WITH NUTS & WASHERS ,5'x3'4' ALUMINUM PLATE BELOW 301ST RAFTER/JOIST 7') BASEPLATE ANCHORAGE 3 SCALE: 2" m 1'-0" VERT SECTION 44 CM uh DRAWNG NUMBER. SHEET rissrAttTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 06H3Z DANIEL BEST: AIR SOLUTION. '40237 'NW 9TH STREET CIRCLE #x,02 FL 33' 1 (850) 487- Congratulations! With this ttcense you become one of the neariy ono mriiion ,, srat o fit R A l G, 24 3 r 3 Floridians licensed by the Department of Business and Profess;r na1 Rer_;utation. :: ; DEPA N TMENT OF BWUNESS AND Our professionals and businesses range from architects to yacht brokers. from t= PROFEESSIONAL 6-R ULAT /ON boxers to barbeque restaurants. and they keep !✓ I nda', economy strong j. Every day we work to improve the way we do t,usness in order t -� sE n�: you bcttr r . OAC0323 93 40-021/ 2 128027968 For information about our services, plense 1oq onto www,myfloridaticcnso,com. CERTIFIED AIR COND. CONI4R. Thew you can find more information about our dly,s;rns and the re(J;,:,e:,. )ns that OOMEZ impact you, Subscribe to department newsletter:. snrf E����rn mart atxrr' the AIR NxLti- Department's initiatives. BEST X�IR SOLU2ONS Our m!€',sion at the Department is: License Ef icuent'y, Reuui,3te t.i;rt Constantly strive to servo you botter so that you can suave your cra;omrrrs Thank you Ior doing business rn Ftorrcfii, and conjr.ituauon;, ,;;r ycr;;r 43132 DETACH iiERE IS CERTIFISSJ + der tha pravl RAJi�a.s.,a a,:. AOG 31, 2014 THIS OOCUktENT4tAS A: COLORED 8ACKG110UND! M CRO/IM O TEO NAr>(:fi STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SE( W.2080201503 ()AlE BA NUMBER LICENSE NBR 08/02'2012, 129027968 CAC032393 The CLASS AIR CONDITIONING CONTRACTOR :1041W4,bidlow is CERTIFIED fl4der':the provisions of Chapter .489 FS Upirmti ©n date: AUG 31, 2019 ,,k..- GOMEZ, DANIEL BEST Ant SOLUTIONS 10237. NW 9T11 .STREET CIRCLE #102 MIAMI` FL 33172 ACTOR CERTIFICATE OF LIABILITY INSURANCE .�.. DATE (MM /DD/YYYY) 04/23/13 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 Acceptance Insurance Services 6887 S.W. 40th St. Miami, FL 33155 Phone (305)740 -0515 Fax (305)740 -0518 CONTACT Rene E. Samayoa NAME: y A/ N, Ext): (305)740 -0515 FAX No): (305)740 -0518 E-MAIL DRESS: rene @accepatnceinsseruces.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Accident Insurance Company 11573 INSURED I &M Corporation dba Best Air Solutions 10237 NW 9 St Cir #102 MIAMI, FL 33172- INSURER B : 08/04/2013 INSURER C : $ 1,000,000.00 INSURER D : Business First Insurance Group 11997 INSURER E : $ 5,000.00 INSURER F : PERSONAL & ADV INJURY 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. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR W VD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY N N CPP0004713 -00 08/04/2012 08/04/2013 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 ❑ ❑ CLAIMS -MADE V OCCUR ❑ PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEM_ AGGREGATE LIMIT APPLIES PER u POLICY ❑ PRO- JECT ❑ LOC PRODUCTS - COMP /OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY �❑ ANY AUTO - ALL OW NED SCHEDULED AUTOS ❑ AUTOS L_ NON-OWNED ❑ HIRED AUTOS ❑ AUTOS 1 ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB • CLAIMS -MADE AGGREGATE $ ❑ DED ❑ RETENTION $ $ D WORKERS COMPENSATION EMPLOYERS' LIABILITY Y / N ANY NYIPRPROPRIETOR/PARTNER/EXECUTIVE (Mandatory in NH) N If yes, describe under DESCRIPTION OF OPERATIONS below NIA N 521 -06130 10/19/2012 10/19/2013 NE WC STATU- _ TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000.00 E.L. DISEASE - EA EMPLOYE $ 1,000,000.00 E.L. DISEASE - POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS !LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) AIR CONDITIONING INSTALLATION SERVICE AND REPAIR. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2nd Ave MIAMI SHORES, FL, 33138c* FAX 305 - 756 -8972 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 -' :. ACORD 25 (2010/05) QF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD