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MC-07-2527aktio 'to' Glwl�s. BYJILDING PERMIT APPLICATIO FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) 1 del "• , Owner's Ad [CI I Nt Olt s-r Y City , I I01 t r n I I ( Sta FL Tenant/Lessee Name E-MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Ai Contractor's / � Ad ress • O City 4-t Ci P Qualifier Name State Certificate or Registration No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: Scanning $ �•f Submittal Fee $ Notary $ Bond $ Structural Review. $ 12iChai(O YES Miami Shores Village V 6. Building Department celri(s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - Tel: (305) 795.2204 Fax: (305) 756.8972 bb l N Amero A Phone # toy 288 a b 41 V1 State FL ROFUIS C 4( 039 642 County Miami -Dade N/q NO • Permit No. It* 15 2,1 Master Permit No. " K t1 Phone # ✓ 11 PAo zip 33I-3g Phone # ./'N1 Phone # C,b41 Zip Certificate of Competency No. Phone # Zip 3 Square / Linear Footage Of Work: ['Addition Alteration ❑New ] Re. air /Re lace G p El Demolition I ace1tte,11 on ► 1 tt,s11 walks ******** * *xxxxxxx ** * ** *xx xxx * * * * * * * * * ** F ** * * * * * * * * * * * * * * * * * * * * * * ** * ** ** �. 5 Permit Fee $ Training /Education Fee $ Radon $ Code Enforc DPBR $ JAN 0 3 2008 Cilz MIAMI SHORES VILLAGE Double Fee $ CCF $ '00 CO /CC Technology Fee $ 4.3i_ Zoning $ Total Fee Now Due $ 1St •3' See Reverse side -> 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. t 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 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 Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ******* **********+ Yx oY4eie** ** &*ileee**•*aY*********** *** ** Yxa *** First****x ek9eaB *e4******* ********ak9r****eY************* *suit*. • APPLICATION APPROVED BY: l W-7/7P) Plans Examiner Engineer Zoning (Revised•02 /08/06) to\ \ -4 BUILDING PERMIT APPLICATION FBC 20 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 M VMIMMI'M Ai SEP2g2016 BY:..... Permit No. 14 C ? .2 - 0 7 Master Permit No Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): OA 1-e-e Vl 44-e +1 (') Phone #: ( ) - 767 -6 Address: 5b / k . , , / s . M IM �� City: l Q t `l 1n Or-t° State: t"L . Zip: 3 3 1 - JOB ADDRESS: Sa 1 Ki • E . C S+. Tenant/Lessee Name: Phone#: Email: City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel #: I (— 30® (0 " 01 L4 - 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: au 6 rr-e to l co, al C Phone #: (305) Pff- 9(194 1 Address: ' 1 `` 9 Q 1 . '2- A A. 4 4 City: -V Q (-eak State: R. • Zip: 33O 1 co Qualifier Name: I` l C kY C RO 1'(l,.,l l . Phone #: State Certification or Re istration #: Certificate of Competency #: Contact Phone #: .a0'5 W irk- 9(0 4 1 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address 414eration ONew ❑Repair/Replace ODemolition (. V- Description of Work: AI e pI a c-P vne rd eN I Y-r -A 1m -4 ********** *** * ** ** * ** **** * * * ***********F s ********** * * ** * * ** * * * * *** * * * * * * * * ** * * * * ** *** Submittal Fee $ Permit Fee $ \15 CCF $ CO /CC $ Scanning Fee $ (5= (.3= Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE , 00 pn. ip Ati)Aq7 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 AN'N 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 notice of co mencement must be pos for the first inspection which occurs seven (7) days after the building permit is issu n the absence of inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ackn owledged before me this b7 day of , 20 / ® , by ( / © / ( 'r? �4L e i` J, who is personally known to me or who has produced a 4- As identification and who did take an oath. NOTARY PUBLIC: (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) APPROVED BY Plans Examiner Signature The fore , day of who i ** * * * * * * ** * * * * ** ***** ** * ** * * *,* ** * * * ** ** *4** * ** * ****** ** * * * * **** ** ** t Structural Review Contract ment was acknowl = ged before me this a , 20 96 , by 9 v` G kct..Vd /=c-K o me or who has produced who did take an oath. s: JUAN PEREZ ft Notary Pubs - State of Flora •, Uly Common Expires Feb 8, 2011 Commission # DD 607376 Zoning Clerk Inspection Number: INSP -70665 Scheduled Inspection Date: September 30, 2010 Inspector: Perez, JanPierre Owner: HETTICH, MICHAEL Job Address: 561 NE 95 Street Project: <NONE> Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALL AMERICAN A/C & REFRIGERATION INC Building Department Comments Phone Number Permit Number: MC -12 -07 -2527 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060140750 Phone: (305)888 -9641 A/C REPLACEMENT ON FLAT ROOF DUE TO RE ROOFING WORK 3 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 29, 2010 For Inspections please call: (305)762 -4949 Page 18 of 18 whose property is subject to attachment. Also, a certified copy of the recorded notice of co for the first inspection which occurs seven (7) days after the building permit is issue inspection will not be approved and a reinspection fee will be charged Signature Sign: Print. The foregoin instrument was acknowle • r ed before me this in The fore • ing instrument was ackno before me this day of , 2001, by M • ' j fh€h , day of frberniaono 02 b 1 awls , who is personally known to me or who has produced D L. who i personally known to me who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR PUB C: Owner or Agent ;;YPU'4 Gladys Castillo ' . Commission #00591727 NOTARY PUBLIC: My Commission Expires: .t..f.*************4•4•Irb J.J.J.J.Yd.@d.44,4,4 d..4J.S.LSSYirAS.r.. • .......ma. a.,L*,te**********************( ncement must b he absence o Sign: ,/� kl Print: tct 1 ,..,•,� PEDRO PEREZ My Commission E+ : � -% Notary Pam _ State of Florida NYSAIIMAtsiolliEtralfeektakaitt09 r # DD 412742 '�° f....S . Bonded By National Notary Assn. di' NEP COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION lagMEWM3 iE IAN 1 1 2[1 ' BY:.-__ •• • •. • • • • • • . • • • • • • • • • • • •• NOTICE OF ACCEPTANCE (NOA) •;' • Metallum Enterprises, Inc. 7500 NW 68 Street Miami, Florida 33166 . . . ..... . . o 7 -2 1sJLAMI -DADE COUNTY, FLORIDA • .. • • METRO -DADE FLAGLER BUILDING • • • • • • • . . . . • • • • : • 148 37ES PLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 • • • • ••• evww.miamidade.gov/buildinRcode • • • • • • • • • • • • • • • ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Roof Stand Frame Support for A/C Condensing Units. APPROVAL DOCUMENT: Drawing No. 06- MEE-0002, titled "Aluminum A/C Stand ", sheets 1 through 3 of 3, prepared by Engineering Express, dated 03/09/07, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each stand frame shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1; evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07. 0322.13 Expiration Date: June 28, 2012 Approval Date: June 28, 2007 Page 1 Metallum Enterprises, Inc. B. TESTS: 1. None. E. MATERIAL CERTIFICATIONS: 1. None. • •• • • • • • • ••• • • • • .• • • • • • • •. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPT/PICA. EVIDENCE S .. • • • . .• •. A. DRAWINGS: 1. Drawing No 06 -MEE- 0002, l'ed•' "Alriminum:Ak Strm 1 ", sheets 1 through 3 of 3, prepared by Engineering Express, dated 03/09/07, signed and sealed by Frank L. Bennardo, P.E. C. CALCULATIONS: 1. Calculation titled "Aluminum A/C Stands Calculations ", dated 03/14/2007, sheets 1 through 11 of 11, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. F. STATEMENTS: 1. Review Request Letter issued by Metallum Enterprises, Inc., dated June 09, 2007, signed by Victor Toyos. 2. Code Compliance Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L Bennardo, P.E. 3. No financial Interest Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P.E. E -1 Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07- 0322.13 Expiration Date: June 28, 2012 Approval Date: June 28, 2007 1 CONFIGURATION DETAILS ON SHEET 2 0.598j __L0.168r 1.375' --4 O RAIL (I -BEAM) 6061 -T6 ALUM 6' =1' -0' g STAND WIDTH 4 LEG SPACING PER CONFIGURATION DETAILS ON SHEET 2 2.500" I 0.125' 0.130' SQUARE O TUBING 2 6061 -T6 ALUM 6' =1' -0' A/C UNIT WIDTH PER DESIGN TABLES (SHEET 2) ALUMINUM A/C STAND 1 SQUARE TUBING 6063 -T5 ALUM 1- TOP OF ROOF FINISH 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) C -CHANNEL 6063 -T6 ALUM. ALLOY 6 " =1' -0" A/C UNIT DEPTH (MAX. SIZE PER SCHEDULE) A/c um: (SEE A/C STAND SCHEDULE ON SHEET 2 OF 3 FOR A/C UNT SIZES AND WEIGHTS) 27" MIN. OOF HOST STRUCTURE / / / //7 (2) 1/4 -20 THRUBOLTS TO INTERLOCK SQUARE TUBING 1 L ROOFING THICKNESS © BASE PLATE (SEE DESIGN TABLES FOR SIZE) W 1 11 FRAME ASSEMBLY ELEVATION SCALE: 1' =1' -0' END ELEVATION NOTF; REF. FRAME SCHEDULE FOR DIMENSIONS ROUND TUBING 6061 -T6 ALUM 6' =1' -0" 1' (TYP.) 1' (TYP HOLE FOR ANCHOR WITH DIAMETER l( GER THAN ANCHOR DIAMETER SEE DESIGN TABLES FOR BASE PLATE THICKNESS TUBE AT CENTER OF PLATE (SEE DETAIL 3i) BASE PLATE 6061 -T6 ALUM GENERAL NOTES 0.00 • • •••• 1. THE SYSTEM DESCRIBED HF E1N HAS TEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORI8J4ILLUILDING CODE bR • f • WITHIN THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33 -1/3% INCREASE IN ARLOWLII! STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 'A 1. DURATION. FACTOR Cd =1.6 HAS BEEN USED FAN NCHOR DESIGN. 3. POSITIVE AND NEGATIVED PSURES CALCULATED• FOR USE WITH THIS SYSTEM SHAT I F INED B Y 0 1 1 8 1 0 4 1 5 • • ON A JOB- SPECIFIC BASIS IN ACCO WITH THE GOSERNING CODE. 4. DIMENSIONS AND WEIGHT Of 11I610/4KJUNIT SHA&X • LIMITED TO THOSE SHOWN IN DESIGN 9EHEDIfES AND • • • ILLUSTRATIONS ON SHEET 2. • • • • 5. THE SYSTEM DETAILED HEREIN IS GE�PjjE$tC AND DOES NEW PROVIDE INFORMATION FOR A SPE S E' FOR SITE CONDITIONS DIFFERENT FROM THE OND O DETAILED • • • • HEREIN, A LICENSED ENGINEER OR GISTERED ARCHITE(i SHALL PREPARE SITE - SPECIFIC DOCII j(4ENT5 q 4D SUBMIT FOR • • • ONE -TIME NOTICE OF ACCEPTANCE Iai CONLNOiION WITH THIS DOCUMENT. • • • • • • 6. AC STANDS SHALL BE PERMANENTLY LABELED WIT" • MINIMUM OF ONE LABEL PER FRAME ASSEMBLY CONTAINING TI-It • FOLLOWING: METALLUM ENTERPRISES MIAMI -DADE PRODUCT CONTROL APPROVED 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 8. ALL EXTRUSIONS SHALL BE OF ALUMINUM ALLOY / TEMPER NOTED HEREIN. 9. ALL S I ttL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. FRANK L. BENNARSO, P.E. 1 PEOO4B549 Z Q W � WIL, ZCE ZX W W LL (f) LU " g M Z m L1J z z 0 �o J ^ • Q •, 5 c • • • ._0000 06 -MEE -0002 (O1 PAGE DESCRIPTION: 3 1 UNIT DIMENSIONS STAND Cyr HEIGHT BASE L hHI000ESS ALLOWABLE WIND PRESSURES STAND L STAND TYPE 0 ' TYPE 8 STAND TYPE n STAND TYPE a W H 0' - 23' 24• 14 174 94.0 PSF 1 55.0 PSF 44.0 PSF 50.0 PSF 5118' 94.0 PSF ' 8282.5 PSF 66.0 PSF 75.0 PSF 24" 24" 18- 1(4" 87.2 PSF 43.6 PSF 34.8 PSF 39.6 PSF 5116' 87.2 PSF ' 654 PSF 522 PSF 56.4 PSF 25' -35' 24- 18• L 114" 595 PSF k 29.6 PSF - - 5118• 872 PSF . 44.8 PSF 35.8 PSF 40.6 PSF 36• 24" 24 5118' - ' 42.6 PSF - - - 38. 42.6 PSF 80.0 PSF - - UNIT DIMENSIONS ALLOWABLE WIND PRESSURES STAND UNIT DIMENSIONS CLEAR BASE PLATE THICKNESS STAND TYPE(E) STAND TYPES ([i) STAND STAND 1 ST. i TYPE TYPE ® TYPE' W H HEIGHT 47 47 24' 5416" 44.0 PSF 32.0 Da 31.0 a 30.00) 38.6 m 35.9 m I 342 01 47 47 37 - 44.0 PSF 27.60) 22A n1 - 215 to 33.19) 25.8 as , 24.59) UNIT DIMENSIONS sr . CLEAR HEIGHT PLATE THICKNESS ALLOWABLE WIND PRESSURES STAND TYPE (F) STAND TYPE ®i W H _ 36 24• 88.3 PSF 78.5 PSF 38' 36" 24 � 51.3 PSF 45.8 PSF 36• 24" 5116' 73.8 PSF 65.6 PSF 36" 36" 37 48.3 PSF 41.2 PSF 47 47 33.1 PSF 27.1 PSF STAND AND UNIT CONFIGURATIONS WITH ASSOCIATED DESIGN SCHEDULES 4 W -- f }- W -4 -I{-- 350 lb T x MAX PER x UNIT • z I. � 3' -0 "_1 } -6' -0" MAX -4 MAX STAND TYPE (A) STAND TYPE n t 1-- w-1 I 35016 35016 350 Ib 3501b x MAX PER MAX PER MAX PER MAX PER Q I P UNIT UA UNIT UNIT UNIT 4.0° MAX - -4' -0" MAX-{ -4' -0" MAX ' ---- 12'-0 MAX T x DESIGN SCHEDULE 1 W -i 3 -9" MAX -4-3 MAX-}3' -9° MAX +3' -9 MAX 15' 0" MAX 350 Ib MAX PER UNIT 350 Ib MAX PER UNIT F4 STAND TYPE C 350 MAX I PER UNIT 2 L7 N y 350 Ib MAX PER UNIT 3501b 350 Ib MAX PER MAX PER UNIT UNIT 350 Ib MAX PER UNIT r d 1 1 1 � t 3 MAX " MAX °, MAX 4 " + MAX 4 "±3, MAK 18' -0 MAX MAX lb R UNIT 350 kb 350 1b MAX PER MAX PER UNIT UNIT 350 lb MAX PER UNIT 350 MAX I PER UNIT 350 MAX I PER UNIT w- -4 3501b 3501b 35010 x MAX PER MAX PER MAX PER 1 UNIT UNIT UNIT 1 MAX-- } -4' -6" MAX 9'0 "MAX STAND TYPE (C) STAND TYPES ((i) DESIGN SCHEDULE 2 DESIGN SCHEDULE 3 (1) NUMBER OF FRAME ASSEMBLIES AS SHOWN BELOW (2) ONE ADDITIONAL FRAME ASSEMBLY REWIRED I MAX I PER MAX I PER MAX PER 1 UNIT UNIT 3'-0• 74 fii Y- MAx STAND TYPE (E) w-} 3501b MAX PER in 1-W T 350 lb x MAX PER UNIT 4 ---w -{ W 1. 1 MAX MAX 6' -0" MAX STAND TYPE . 0 350 MAX I PER UNIT 350 Ib MAX ER 3' 0" MAX (TYP) 12' 0" MAX 350 1b 350 )6 MAX PER MAX PER UNIT UNIT 350 lb MAX PER UNIT 0= 11 L 350 Ib 350 Ib MAX PER MAX PER UNIT UNIT t } 3 0" MAX (TYP) 1W -0" MAX xr 350 lb MAX PER UNIT 350 Ib 1 350 O) MAX PER MAX PER UNIT UNIT it it 3501b 350 Ib MAX PER MAX PER UNIT UNIT 350 Ib MAX PER UNIT 350 Ib MAX PER 1 I 3' -0" MAX (TYP) 18' 0" MAX II MIFF? as cra@PIymBffi0 1Jet0 L #14i'%.+ NO , 2fp:.3 Mimai D549 C 350 MAX PER UNIT Td D 0)•P) - •a- . "'+A» • • . • • •••• • • •• •• • • • • • •• • MAX I PER UNIT • • • • •••• • ••• • • • • • • • • • • •• • •••• •• • • •• • FRANK 654 9NARD0, F.E.Y • • •-• • ENE 3 06 -MEE -0002 SCALE: - 101 PAGE DESCRIPTUO14 1 ANCHOR TYPE HOST STRUCTURE ANCHOR DESCRIPTION 5/16• POWERS LOK-BOLT SLEEVE ANCHOR 1� CONCRETE WIIli 1.12 MW EMBEDMENT TO CONCRETE & 3-314 MW EDGE DISTANCE O WOOD 3I8• LAG SCREW WITH 2 • MW THREAD PENETRATION TO WOOD FRAMING & MW t• EDGE DISTANCE 3/EF POWERS LOK -BOLT SLEEVE ANCHOR WITH m CONCRETE 1.515 MIN EMBEDMENT TO CONCRETE & 3• MW EDGE DISTANCE 12 POWERS LOX -BOLT SLEEVE ANCHOR ® CONCRETE 8'21/4 MIN EMBEDMENT& 3 MW EDGE DISTANCE 3/8" S.S. LAG SCREW WITH 3-t2 MIN THREAD ❑5 WOOD PENETRATION TO WOOD FRAMING & 1 MW - _ —_ — __ -- EDGE DISTANCE -- 3/8" A307 GALVANIZED BO-T W/ NUT & WASHER © STEEL TO STRUCTURAL STEEL MEMBERS (1/&• MIN THICKNESS) 'C" CHANNEL BHA t,p ROUND TUBING ® 0 z FRAME ASSEMBLY DETAIL SCALE: 3" =1' -0" 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE) BASE PLATE 3- 7 SCALE: 3' =1' -O BASE PLATE EXISTING ROOF DECK PLATES SHALL SANDWICH ROOF JOIST MEMBER WITH (4) 3/8" THREADED RODS PER PLATE WITH NUTS & WASHER (TYP.) CHANNEL TO TUBE W/ FULL PERIMETER WELD PROVIDE FILLET WELD FOR FULL VISIBLE PERIMETER OF PIECE ® TO PIECE SQUARE TUBING ®,© ROUND TUBING ® BASE PLATE DETAIL (REF DESIGN SCHEDULE) i ALT. BASE PLATE ATTACHMENT DETAIL SCALE: 3'=1' -0' Y4 FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE ROUND TUBING ® Y4 FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE EXISTING ROOF 301ST MEMBER 5'x5 °x1 /4" STEEL PLATE BELOW ROOF JOIST ANCHOR SCHEDULE • EXCEPT FOR STANDS SHOWN ON DESIGN SCHEDULE 2 & 3. ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE G =0.55 OR GREATER DENSITY. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. 5. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD TRUSS MEMBERS, NOT INTO PLYWOOD. A/C UNIT HOUSING 7 ISOLATOR PADS BEYOND. MIN. 4 PER UNIT I -BEAM 1 "x 22ga CONTINUOUS GALV. SIEtL STRAP SHALL PASS OVER UNIT TO 1 -BEAM ON OPPOSITE SIDE, MIN (2) PER UNIT. (2) 814 SMS AT EACH STRAP END TO UNDERSIDE OF I -BEAM ALT. A/C UNIT TIE -DOWN DETAIL SCALE: 3 " ■1' -0" P A 1 F m I c4 as mmlAyingwi0L01e L3 NO A .N M ",ir; i1 LTa;ic L' 1"x 22 GAGE GALVANIZED STRAP W-90° TWIST 8 PER UNIT. 1 EACH SIDE OF EACH CORNER. FASTEN W/ THREE 814 S.S. SMS TO NC UNIT & I -BEAM I -BEAM I -BEAM A/C UNIT HOUSING 2x2 °x.093" x 0' -2" 6063 -T6 ALUM. ANGLE W/ TWO 814 S.S. TEK SCREWS EACH LEG. FASTEN TO NC HOUSING FRAME. MIN 4 PER UNIT 1 AT EACH CORNER. ISOLATOR PADS BEYOND. MIN. 4 PER UNIT O Z A/C UNIT TIE -DOWN DETAIL SCALE: 3' =1' -0" A/C UNIT HOUSING TWO Y; 0 S.S. THRU BOLTS WHERE A \C UNIT FRAMING IS ACCESSIBLE. FASTEN A/C FRAMING DIRECTLY TO 1 -BEAMS • • TWO K4'O BOLTS aCai • CORNNIIR. • • • • •• • • • • ISO LA t VOND. MIN. 4J 1 • ALT. A/C UNIT TIE -DOl 1414EDETAIL• SCALE: 3 ° =1' -0" •••• • ISOLATOR PADS BEYOND. MIN. 4 PER UNIT ALT. A/C UNIT TIE -DOWN DETAIL SCALE: 3" =1' -0• • • •• •• • • • • • • • • • • • •••• • • • •••• • • • •• • A/C UNIT HOUSINGS • • • • FRANK L. BENNAIT P.E. W P50045549 En ).L( c L cc t LLJ S E u L o n = J • 1 Q . �•.. a url . ft • 9•• 2 • • • 0 8 D ..l ga 06 -MEE -0002 SCALE: - 101 pane DESCRIPTION. 1