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ACT-19-1432Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: ACT -W19-1432 Permit Type: Awnings/Canopies/Tents Work Classrficat n New Permit Status. Approved 'Issue Date: 09/0S/2019 LExpiration: 02/03/2020 Location Address Parcel Number 1420 NE 103RD ST, Miami Shores, FL 33138 1132050310030 Contacts MARC AND ANNE LITZENBERG Owner ROLLING SHIELD INC Contractor 1420 NE 103 ST, MIAMI SHORES, FL 33138 JOSE ANTONIO DELGADO 2500 NW 74 AVE, MIAMI, FL 33186 Business: 3058208224 ns ecti Description: INSTALLATION OF 3 NEW AWNING SHADES Valuation: $ 11,000.00 Ion Requests: 7�2-449 Total Sq Feet: 552.00 ..j Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $2.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $1.25 Tents and Canopies $50.00 Total: $248.05 Payments Date Paid Amt Paid Total Fees $248.05 Check # 4784 06/21/2019 $50.00 Check # 4801 08/05/2019 $198.05 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula)Qconstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 05, 2019 Page 2 of 2 �`°\ Miami Shores Village RECEIVED Building Department JUN 121 2019 ��Q\Z�\/•" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: w"` INSPECTION LINE PHONE NUMBER: (305) 762-4949 FnBC 21) BUILDING Master Permit No. �%� CO- PE R IT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF CANCELLATION ❑ SHOP V ,n� II p -s /� 0 1 `� CONTRACTOR DRAWINGS u JOB ADDRESS: 9-o i 1 54 City: Miami Shores County:, Miami Dade Zip: Folio/Parcel#: � 1 - 32 G -g3) -0030 _Is the Building Historically Designated: Yes NO Occupancy Type: Load: _„_ Construction Ty )e: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�Y1� �, t 1 Z evi 6AYA_ Phone#: 30'5 2OSS Address: (�2p �E 4�� City: �<AM C31 ore -y' State: IF ( Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 'W�I) V1� ��d P CA . V1 C Phone#: � S�Li �6 f Address: 9M City: Wla)WVN coarcdens Stater Zip: 331016 Qualifier Name: _, 30nE A— L)01Phone#: uJ State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: ne#: Address: City: State: Zip: Value of Work for this Permit: $ �' 1 ���� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New /� ❑ Repair/Replace ❑ Demolition Description of Work: =NS��1�O� l O V1 0�-- 3� T"tWnnY s `7-A& P_ Specify color of color thru tile: Submittal Fee $ BO Permit Fee $ Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 19 a • V Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a 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 r ' pection fee will be charged. Signatu Signature OWNERorA T CONTRACTOR The foregoing instrument was acknowledged before me this 2 L1 day of: 1Uile— , 20 l!1 by who is personally known to me or who has producedc�1,� as identification and who did take an oath. NOTARY PUBLIC: The foregoing i4strument was acknowledged before me this day oof'� 20 by �C who is personally known to mor who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised02/24/2014) Clerk Seal: ;:ro. KRYSTAL CARDONA Seal: �..... KRYSTAL CARDONA MY COMMISSION # GG 234692 -,: MY COMMISSION # GG 234692 =y • �:` •....°a; 4F FLS•: EXPIRES: July 15, 2022 = ; 4, EXPIRES: July 15, 2022 ., Bonded Thru Nota ry W Underwriters r SOF F,`.°P Bonded Thru Notary Public Underwriters **************************** ******************** ****** APPROVED BY G rT Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 4/24/2019 • Property Search Application - Miami -Dade County } : OFFICE OF TIDE PROPERTY APPRAISER T L Summary Report Property Information Previous Folio: 11-3205-031-0030 Property Address: 1420 NE 103 ST Miami Shores, FL 33138-2626 Owner MARC W LITZENBERG ANNE F LITZENBERG Mailing Address 1420 NE 103RD STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 2 Living Units 1 Actual Area 7,387 Sq. Ft J Living Area 5,118 Sq.Ft Adjusted Area 5,842 Sq.Ft Lot Size 12,430 Sq.Ft Year Built 9999 Assessment Information Previous OR Year 2018 2017 2016 Land Value $684,099 $684,099 $684,099 Building Value $0 $0 $0 XF Value $0 ---- $0 .... $0 -_.._ ------ _.._. Market Value $684,099 $684,099 $684,099 Assessed Value $684,099 $682,919 $620,836 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap JAssessment Reduction 1 1 $1,180 $63,263 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 12 BILK 5 LOT SIZE 110.000 X 113 OR 17852-1967 0697 4 Generated On : 4/24/2019 I Taxable Value Information Previous OR 2018 2017 2016 County Qualification Description Exemption Value $0 $0 $0 Taxable Value $684,099 $682,919 $620,836 School Board 06/01/1993 $0 Exemption Value $0 $= $0 Taxable Value 1 $684,099 $684,099 $684,099 City Other disqualified Exemption Value $0 $0 $0 Taxable Value 1 $684,099 $682,919 $620,836 Regional Exemption Value $0 $0$0 Taxable Value 1 $684,099 $682,919 $620,836 Sales Information Previous OR Sale Price Book- Qualification Description Page 11/01/2013 $1,200,000 28915 Qua] by exam of deed 0046 06/01/1993 $0 00000- Sales which are disqualified as a result of 00000 examination of the deed 07/01/1984 $260,000 12201 Other disqualified 2464 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/hvww.miamidade.gov/info/disclaimer.asp Version: TGI ROLISHUTTERS • SHADES ROLLINGSHIELD INC. 9875 NW 79th Ave. Hialeah Gardens, FL 33016 Tel: 305.436.6661 / Fax: 305.436.5523 1.800.474.9404 / www.rollingshield.com City C�O a"' ' �� �� Zip Code Phone: (Home) L/ (Office) (Mobile) Contract No. N2 18 212 PO No. SO No. This contract includes the covenants and conditions on the reverse side. This contract is the complete agreement between pariles and no terms, conditions, contingencies, payments, materials or work shall be expected of either party except as expressly provided herein. Item Color Slat! Motor Qperator Storm Bars j Bo No. Width Height Blade M/MO (R/L) Spilt IS Single Family Horne - First Dooakwid7or Second Door C] Building - Floor Executed in four copies, one copy of which was deliv red to, and r ceipt is hereby acknowledged by buyer this _4� day of iG 20_ Corpor _— Purcha er by: (seal) _x 'Al /I779&-MR192 Purchaser (seal) Sales Person Addendum(s) "A", are integral part(s) of this contract This contract shall not be binding until approved and gountersigned by an officer of the seller other than the salesperson. Approved and countersigned: Description Total Price aa� Sales Tax Building Permit ----� Electrical Permit Special Engineering „-.— Grand Total 1 V6./a, Q , .---- Due at Signing Due at Installation Due at Inspection —73-7/ NOTICE TO PURCHASER READ BOTH SIDES OF THIS CONTRACT BEFORE SIGNING THE REVERSE OF THIS CONTRACT CONTAINS ALL WARRANTY PROVISIONS OF THIS TRANSACTION, EXCLUDING ALL IMPLIED WARRANTIES AND LIMITATIONS OF LIABILITY OF ROLLINGSHIELD INC. WHITE ORIGINAL PURCHASER • YELLOW INSTALLATION COPY • PINK ADMINISTRATION COPY • GOLD SALESMAN COPY Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 705.2204 Fax; (305) 756.8972 Performed on (date of surrey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Avant further understands that the existence of any such structures may affe nal inspections as applicable to this or other permits. er sad e � naught. lZ Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this _day of CS! Affiant is personally known to me, _produced as identification. Er:j&:EX 7YS ARDONA !"N # GG 234ii32 '. NOti�ry ly 15.2022Revised on 5122(2009/ Revised on 6112109Public Urger : it SURVEY AFFIDAVIT STATE OF (FLORIDA) •••••• •••••• COUNTY OF (DADE) • • • • • • • ...... .. . ...... L� .... ... ...... The undersigned Affiant, ze��(Oi hereby attest that ,does ..,.. (Property owner) • • • • • . The attached survey, performed by • • • • • • • • (blame of surveyor's company) ...... • For address: 1�42© t�S .' . ..:: Performed on (date of surrey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Avant further understands that the existence of any such structures may affe nal inspections as applicable to this or other permits. er sad e � naught. lZ Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this _day of CS! Affiant is personally known to me, _produced as identification. Er:j&:EX 7YS ARDONA !"N # GG 234ii32 '. NOti�ry ly 15.2022Revised on 5122(2009/ Revised on 6112109Public Urger : it ,I �4 YORSq ,' ►b2-1 i�1 bE4- t "UF AD t4A 2 M .rM 1lSC +156 F'tOaKtA JOB htIJI4t RER'. TYPE SOF SURVEY, BOUNDARY STC PO LEGA. DESCRIPTION: sTATES LOT 1 OLOC ! fibf FtEPUOkT OF TRACT C OF MIAMSHORESE 97 O £ A yP RE oS C?P frtt�il��+DYr; C{�INT'��T, rI<! RECW. AS RECORDED IN p T f . p�G FwRIDA ADDRESS: 1420,N E 143RD STREE? Mlf+►1�A1 SMORE'�``► FL 2'i3>� FLOOD ZONE., AE BASE FLC>OQ ELEVATION: O,NGVD Cp14TROL PANEL NUMBER: 120652-0306-L EFFECTIVE: REVISED.- 91111°2009 LOWEST FLOOR ELEVATIONE SURVEY GARAGE FLOOR ELEVATION: SEE SURVEY LOWEST A0JACENT NY GRADE :SEE. SI�JFtYEY HIiGIl ADJACE C84!M#8-26_ftA ELEV:IT.23'NGVD EFERENCE BENIGN MARK: a CERTIFY,TSO: 1, MARC UTZENS RG 2, 3, 4. s5, 6, • • •••• ••••• 0000.. 0000 .. 0000.. 0000. • 0000.. ... .. . 0000.. 0000.. 00 0000 0000.. .. 0000.. 0000 �$"�",c`Y�yllra�lr�le niV(I T w„M f.e�fi -_ aet •r >t •e R+: wyyl r ►t •a•r r n !w K*.•, - ep 'rr+4'�sa sii�aa• ...... ras•ac,enc. 6.y u -y 1'JiirL J �A-�".♦•.�sa M •t{.:: O• uft 'arl•w �� '� '"me.& wl gF'Q'�sr . 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M PWLW ,1�wo LADUpw,1'"•'tI117�•I �I■ 'rrrti'k � ry rrc.*t .�s.r�+ nrrKw,tr art-ul � ti i %rj; Er `,3 M4°Y 9.30 7?Z JAC11,344 L!: !3f' tr,g %�V�1 � rCNr ,Y. r e •, +v .•,A h . • +S.•.1 r •y tt w z 17 fil `+4Kh :~.4 .014-0,5 acr- fie- Iii- 1432 - tit Dlou"-o APPROVED BY DATE ZONING DEPT f — ]]1 BLDG DEPT t ITH nl l_ m I_I s ANP M (;ul AI I SNS D a r N � n 1 O < D ;al� n _m < W aCD C D 0 Z ]� • •9.6 • 0 0 D ���•• 9999 9999 • �\ v co • •69.9• • C ci = 0.0.06• 9• • 9696 • m �\� c) Cl) z �'. ... �v 2 ` O 2 X •••• • • ••:• • Q Co �p C •Q99• .•9.9• •996 • \ rn m Co m : V 6 : . . 0000 • �ii m •••... —I • • • 9999 • REIV]E�J JU 2 1 19 Gr BY: I, umfl Electrical Outlets. Marc Litzenberg. ROLLINGSHIELD, INC. 1420 NE 103rd St. Miami FI. 33138. 9875 NW 79th Ave. Hialeah Gardens FI. 33024. Tel: 305.436.6661 / Fax: 305.436.5523 1.800.474.9404 / www.rollingshield.com .w `g2 s-7. ,I 11 'V --L Uu�.' ' (LE 0.. . .. . • • . • •• : . • y -- LE�--rcz � cam, l.� �-t aToa, Ps 2-0 C Nei LinE G rc '.:Typical Wiring Diagram ,Hu i i trey �n�•v;t;�.•.:•.:..... Motor . ....... .... �Z-Z� TM C Nei LinE G rc '.:Typical Wiring Diagram ,Hu i i trey �n�•v;t;�.•.:•.:..... Motor aTUV yv C LECTFICIT� www.rollinushield.com Com E cin us TM R0LLS80TTERS SHARES aTUV yv C LECTFICIT� www.rollinushield.com Com E cin us 500 GO series 600 GO series 6100/6100 G® 540/540 GO Voltage and Frequency 115V-60Hz 115V-60Hz Torque (Nm) 100 40 Amps 3.5 2.3 i Output Speed 12 rpm 14 rpm 8r irai:. sq.U;4.re0 .. • .:. 000000 01 o..snaft 0000 •-: F 540/540 GO Voltage and Frequency 115V-60Hz 115V-60Hz Torque (Nm) 100 40 Amps 3.5 2.3 i Output Speed 12 rpm 14 rpm Limit Switch Max. Turns 26 32 Theoretical Lift Cap. 700 lbs _ 350 lbs Tubular, Diameter 55mm 45mm Tubular Length 634mm/773(GO) 570mm/640(GO) Accessories AXPP Bracket for the 500 series with no override. Used in a standard end cap rollshutter application. AX5EQ Support square pin for 500 series. Used in Awning applica- tions. AXPS Standard bracket for 500 series Used in Awning applications. AX06 Crown and drive for 500 series motors for octagonal tubes. AXPSM Standard bracket for the 500 series with override or the 600 series with no override. Used in a rollshutter application. AXPSM115 Standard bracket for the 600 series with override. Used in a rollshutter application. AXQ Support square pin for 500 series with no override. Used in Awning applications. AMPS Standard bracket for 600 series. Used in Awning applica- tions. AX57 Crown and drive for 600 series motors for octagonal tubes. AX5PMQ •....• •..• Support ttlWre pin:"r Dj)0 •. •• series. Used in Awning applica- tions. • 4� AXOF 8mm override shaft with eye. For 500 and 600 series with override. AXGS78 Crown and drive for 500 and 600 series motors for 78mm round awning tubes. Other shapes are available. e r 2500 N.W. 74th Avenue, Miami, FL 33122 A- 1 305-436-6661 phone 305-436-5523 fax ROLLSlUT7ERS SRk0E5 AA AXQ Support square pin for 500 series with no override. Used in Awning applications. AMPS Standard bracket for 600 series. Used in Awning applica- tions. AX57 Crown and drive for 600 series motors for octagonal tubes. AX5PMQ •....• •..• Support ttlWre pin:"r Dj)0 •. •• series. Used in Awning applica- tions. • 4� AXOF 8mm override shaft with eye. For 500 and 600 series with override. AXGS78 Crown and drive for 500 and 600 series motors for 78mm round awning tubes. Other shapes are available. e r 2500 N.W. 74th Avenue, Miami, FL 33122 A- 1 305-436-6661 phone 305-436-5523 fax ROLLSlUT7ERS SRk0E5 Special Features The Rollingshield'm Tubular Motor Line provides the perfect solution for motorizing rollshutters, retractable awnings and shades. The Rollingshield" 540 and the 6100 tubular motors offer the neces- sary power to fulfill virtually any awning or rollshutter application. You can be assured that you will always have the right motor without having to stock numerous models. Reduced head size on manual override motors Distinctive 4 -cavity head pattern for fast fixing into the appropriate bracket Plug-in cable - coming soon •00 • t 83 d.a L Reduced head size on manual override motors Distinctive 4 -cavity head pattern for fast fixing into the appropriate bracket Plug-in cable - coming soon Limit switch adjustments pM•both sidr,yof• the head on manual ov�r�'i�%motors •; • • •••••• •• •• • Special 500 series with RTS for wireless control with supplied remote control. All specifications are the same as the regular 540 Tubular Motor. (FCC Approval Pending) •00 • ••♦.•. .. Limit switch adjustments pM•both sidr,yof• the head on manual ov�r�'i�%motors •; • • •••••• •• •• • Special 500 series with RTS for wireless control with supplied remote control. All specifications are the same as the regular 540 Tubular Motor. (FCC Approval Pending) GENERAL NOTES: V - THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF TH5 EDITION FLORIDA BUILDING CODE (2017). THIS SYSTEM IS NOT A PART OF THE BUILDING ENVELOPE, IMP CT RESISTANCE IS NOT REQUIRED. - THE AWNING MUST BE FULLY RETRACTABLE FOR ANY WIND EVENT WITH WINDSPEEDS EXCEEDING 35 MPH. - DESIGN LOADS MUST BE CALCULATED BY A PROFESSIONAL ENGINEER OR ARCHITECT FOR EACH PROJECT. THE PROJECT PRESSURE CANNOT EXCEED THE DESIGN PRESSURE LISTED ABOVE. - ALL ANCHORS SECURING THE SYSTEM TO PRESSURE TREATED WOOD SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE CHEMICALS IN THE WOOD. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. - NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. Cd=1.6 WAS USED FOR WOOD SCREWS ONLY. - THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. MAXIMUM DESIGN PRESSURE (ALLOWABLE LOAD) OPEN: 3.0 PSF (35 MPH WINDSPEED) CLOSED: 51.5 PSF (175 MPH WINDSPEED) MAXIMUM AWNING HEIGHT = 25.0 FT ABOVE GRADE EXPOSURE D AND RISK CATEGORY II AWNING MUST BE RETRACTED TO CLOSED POSITION FOR ANY WIND EVEN WITH WINDSPEEDS EXCEEDING 35 MPH. ',wit -•'111 42=6'Q il'%" AWNING FRAME SUPPORT REQUIREMENT (QUANTITY) AWNING BRACKET TYPE A BRACKET TYPE B LENGTH ANCHOR TYPE ANCHOR TYPE L(ft) A B C D E A B C D E UPTO9 5 7 13 5 5 4 6 10 2 2 UP TO 12 6 10 17 6 6 5 8 13 3 3 UP TO 15 8 12 21 8 8 6 9 16 3 3 UP TO 18 9 14 25 9 9 7 11 19 4 4 UP TO 21 11 16 29 11 11 8 13 23 4 4 UP TO 24 12 19 33 12 12 9 15 26 5 5 SPACING OF ANCHOR BRACKET (IN) (SP) AWNING BRACKET TYPE C BRACKET TYPE C LENGTH ANCHOR TYPE ANCHOR TYPE L(ft) A B C D E A B C D E UPTO9 5 6 11 5 5 7 7 13 7 7 UP TO 12 7 8 14 7 7 9 10 17 9 9 UP TO 15 8 10 17 8 8 11 12 21 11 11 UP TO 18 10 12 21 10 10 13 14 25 13 13 UP TO 21 11 14 24 11 11 15 16 29 15 15 UP TO 24 13 1 16 27 13 13 17 19 33 17 17 ',wit -•'111 42=6'Q il'%" NOTE: ALL ELECTRICAL PARTS AND CONNECTIONS/INSTALLATIONS ARE NOT PART OF THIS N.O.A. AND THEY SHALL BE REVIEWED BY THE CORRESPONDING BUILDING DEPARTMENT FOR EACH JOB. WALL MOUNT A BRACKET TYPE 'A' BRACKET TYPE 'A' 6063-T6 CEILING MOUNT D BRACKET TYPE 'C' BRACKET NOTES: 1. ALL BRACKETS ARE MADE FROM EXTRUDED ALUMINUM ALLOY 6063-T6 WITH POWDER COAT FINISH. 2. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE CHEMICALS IN THE WOOD. 3. MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. e • 0000•• • 000.0• • • 0000•• •• •• • • s • • a • • 0• eye• .'-•I$Ill °,`fit•:•\C, E N Ste° �' MAS❑❑D HAJALI R. E. ' No X038 Y' FLORID LICENSE: k0138 •a z 0 Cn F z w 0 a U2 U 5 w a LZ DATE 04/01/16 SCALE AS SHOWN DRAWN T.G. .PROJECT 166-156 DRAWING NO. AD15-84 TYPICAL ANCHORS: TYPE A: 3/8" DIA. LAG SCREWS 3" MIN. EMBEDMENT DIRECTLY INTO WOOD, SG=0.5 MIN. 2" MIN. EDGE DISTANCE TYPE B: 1/2" DIA. ITW RED HEAD DYNABOLT 1 7/8" MIN. EMBEDMENT INTO CONCRETE, 3 KSI MIN. 3" MIN. EDGE DISTANCE TYPE C: 1/2" DIA. ITW RED HEAD DYNABOLT 1 7/8" MIN. EMBEDMENT INTO GROUT FILLED BLOCK, ASTM C90 MIN. 3" MIN. EDGE DISTANCE ••• TYPE D: 3/8" SDS GR. 5 ...;.. DIRECTLY INTO 1/4" MIN. (A50) STEEL .... 3/4" MIN. EDGE DISTANCE �••••• TYPE E: 1/2" DIA. POWER WEDGE BOLTS 4" MIN. EMBEDMENT INTO CONCRETE, 3 KSI MIN. ��•��� 6" MIN. EDGE DISTANCE FASTENER NOTES: 1. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE CHEMICALS IN THE WOOD. 2. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. Cd=1.6 WAS USED FOR WOOD SCREWS ONLY. %g1g41 ,!!1I0/es z BILL OF MATERIALS PART NO. DESCRIPTION MATERIALS/COMMENTS 1 AWNING 8.6 OZ 100% WOVEN ACRYLIC FABRIC 2 MOUNTING BRACKET A356 EXTRUDED ALUMINUM ALLOY 6063-T6 3 1 9/16" X 19/16" X 1/16" MOUNTING BAR POWDER COATED STEEL SQUARE TUBE 4 3 3/8" DIA. ROLLER TUBE 20 GA GALVANIZED STEEL, GRADE 33, ATSM-A-653 G90 5 ROLLER TUBE SUPPORT HIGH STRENGTH PLASTIC WITH STEEL BEARING PINS 6 SHOULDER HIGH STRENGTH DROP -FORGED ALUM. ALLOY. 6063-T6 7 ARM EXTRUDED ALUM. ALLOY 6063-T6 8 FRONT BAR BRACKET HIGH STRENGTH DROP -FORGED ALUM. ALLOY. 6063-T6 9 FRONT BAR EXTRUDED ALUM. ALLOY 6063-T6 10 FRONT BAR END CAP ST/ST 11 1/4" X 1/4"-20 SQUARE NUT ST/ST 12 1 3/4" X 3/8"-18 HEX BOLT ST/ST 13 HEX NUT ST/ST 14 WASHER ST/ST 15 SHEET METAL SCREW ST/ST 16 SEALING WASHER ST/ST 17 BRACKET TYPE "A" 6063-T6 ALUM. 18 BRACKET TYPE "B" 6063-T6 ALUM. 19 BRACKET TYPE "C" 6063-T6 ALUM. 20 BRACKET TYPE "C 1" 6063-T6 ALUM. TYPICAL ANCHORS: TYPE A: 3/8" DIA. LAG SCREWS 3" MIN. EMBEDMENT DIRECTLY INTO WOOD, SG=0.5 MIN. 2" MIN. EDGE DISTANCE TYPE B: 1/2" DIA. ITW RED HEAD DYNABOLT 1 7/8" MIN. EMBEDMENT INTO CONCRETE, 3 KSI MIN. 3" MIN. EDGE DISTANCE TYPE C: 1/2" DIA. ITW RED HEAD DYNABOLT 1 7/8" MIN. EMBEDMENT INTO GROUT FILLED BLOCK, ASTM C90 MIN. 3" MIN. EDGE DISTANCE ••• TYPE D: 3/8" SDS GR. 5 ...;.. DIRECTLY INTO 1/4" MIN. (A50) STEEL .... 3/4" MIN. EDGE DISTANCE �••••• TYPE E: 1/2" DIA. POWER WEDGE BOLTS 4" MIN. EMBEDMENT INTO CONCRETE, 3 KSI MIN. ��•��� 6" MIN. EDGE DISTANCE FASTENER NOTES: 1. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE CHEMICALS IN THE WOOD. 2. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. Cd=1.6 WAS USED FOR WOOD SCREWS ONLY. %g1g41 ,!!1I0/es z 0 rn E z w o a � U 5 w a w a ca z