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WS-11-21-2911, 9405 NE 9th AveLocation Address 9405 NE 9TH AVE, Miami Shores, FL 33138 1132060010030 -ontacts VIVIEN LORTE Owner BANANAS GROUP INC Contractor 9405 NE 9 AVE, MIAMI SHORES, FL 33138 RAFAEL LEYVA Other: 3057531604 vivienlorte@hotmail.com 27501 S DIXIE HIGHWAY 403, NARANJA, FL 33032 Home: 3052571000 eallen.bananas@gmail.com Inspection Requests: Description. INSTALL STEEL PANEL IN 18 OPENINGS. TO I Valuation: $ 3,794.21 REPLACE PERMIT#WS-5-18-1241 \ 30762-4949 TotalSq Feet: 0.00 ...j I �25- Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $0.80 Scanning Fee $6.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $303.20 Payments Date Paid Amt Paid Total Fees $303.20 Credit Card 11/17/2021 $253.20 Credit Card 11/08/2021 $50.00 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. OWNE AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatirJ construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. \I�)- IZ- Authoriz cNsignature: Owner / Applicant / Contractor / Agent Date November 17, 2021 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 9405 NE 9TH AVE, Miami Shores, FL 33138 1132060010030 Contacts VIVIEN LORTE Owner BANANAS GROUP INC Contractor 9405 NE 9 AVE, MIAMI SHORES, FL 33138 RAFAEL LEYVA Other: 3057531604 vivienlorte@hotmail.com 27501 S DIXIE HIGHWAY 403, NARANJA, FL 33032 Home: 3052571000 eallen.bananas@gmail.com . ........ _....,.. ---..- -------_.....,...._ Description: INSTALL STEEL PANEL IN 18 OPENINGS. TO 1 Valuation: $ 3, 794.21 Inspection Requests: REPLACE PERM IT#WS-5 18-1241 \ Total 5q Feet: 0.00 05 762 4949 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $0.80 Scanning Fee $6.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $303.20 Payments Date Paid Amt Paid Total Fees $303.20 Credit Card 11/17/2021 $253.20 Credit Card 11/08/2021 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. November 17, 2021 Page 1 of 2 'lay tom_ �� 5 Ne � Lf -30 ar . JOY .. .. . . . .. .. . ... .... .. .. go . . .... .... . r.. :K rn rrl i�'-114r 1. ALwoFAROOQ CORPORA'T"ION ® CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Project Name: Project Desc. PMYY Leon Corp Lorte Residence 9405 NE 9th Ave Miami, FL 33138 AFC Number: 18-0771 Building Height (ft.) : 15 Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Date: Apr 25, 2018 Engineered By: SMA Checked By: A . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... . .. ..... .. .. .... ...... . . . . ...... .. . .• • . . .. . - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Risk Category: II Exposure: D Disclaimer: - This document is not valid without the embossed seal of an engineer employed by AZ-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahomad, P.E. FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfaroociPafceng.com PMYY Leon Corp Lorte Residence Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 1711 West 38th Place 9405 NE 9th Ave Importance Factor 1.00 Height Above Gnd. Level[z] (ft) 15.00 Suite #1204 Miami FL 33138 Exposure Category p Horizontal Dimen. of Bldg. (ft) 43.00 Hialeah, FL 33012 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @z 1qz] (Ib/ft^2) 68.64 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 68.64 Component Size Gcp Coefficients Gcpi Coeffff, Design Wind Pressures (Ib/ft^2) Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 -65.1 .. ... . . . . . .. . ......... . .. ... .. . . . .. . . .. •• .•• 000 000 000 . . . .. . . . . . In Zone ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPO.RATIpN, 12VS.%Y?87th gj(E,' 0AMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature :. benign bate: Design Reference Number . . . . . . . . . . . .. .. . . . .. .. 4125/21TIV :t-04:b1 PM 18-0771 N q -;Ll X Vt 10 /0y x t-10 X q0 x 41, �a FA sl is Ar zl/ N- "Pir rm wig ",F ','JITH Al L go: 0 • go: 6• 0 wwo L 000 *00 *00 0: see 6:0 w AL-r,AR00Q CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY:SM .DATE:'Sll � -ALL INFORMATION PROVIDED By CLIENT MIAMFU14 DE MIAIvII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION D"ION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.glov/economy Florida Storm Panel Supply, LLC 14475 N.W. 26" Avenue Opa-Locka, Florida 33054 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 ProdQlr CpntroI Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County: resitye the rlDt to have`"": • this product or material tested for quality assurance purposes. If this product or materiaar tails to pes&TV an the • • ...... . ...... accepted manner, the manufacturer will incur the expense of such testing and the AHJ mayunmediate.iy revoke,. • modify, or suspend the use of such product or material within their jurisdiction. RER rese.Fy�j the rigl49.revoke; • • : this acceptance, if it is determined by Miami -Dade County Product Control Section that ltlig.*oducf pt "Aterial..... . 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 HWI.yp�city Hurricane Zone of the Florida BuildingCode. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter . ;,...: APPROVAL DOCiiMENT: Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LNH s1mets • 1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29, 2017, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: La be and Small Missile Impact Resistant LABELING: Each panel shall 'bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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. I£ 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 & renews NOA #15-0615.06 and consists of this page 1, evidence submitted pages E-1, E-2, And E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-1017.19 ML MFDADEcouNTY � Expiration Date: Oi123J2019 Approval Date: Ol/25/2018 ,/ Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No..02-00 4.• . • • • • • • • • dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. '..' : . ... .' 3. Test report on Wood Bushings by Construction Testing Corporation, ftcrt N67 0!z • • • • • 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E"' .... .... ;....; . . C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sje.,;jY through7.6 ;; ; • of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.Z,. signed acid . • sealed by Frank L. Bennardo, P. E. • • • • • • 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared •4y Frank L. ; • •, �; Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E-1 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-1017.19 Expiration Date: 01123/2019 Approval Date: 01/251201.8 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LAH ", sheets I through 4 of 4, prepared by MCYEngineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS • • • • 1. None. . . . . .... ...... D. QUALITY ASSURANCE 0 0 9 % 9 1. By Miami -Dade County Department of Permitting, Environment, and•.R,*g glatorX • • • • • •••• •••• • ••••• Affairs (PERA). 0...... E. MATERIAL CERTIFICATIONS .. .. 6:0: .... • • 1. None. :0 9 0 0 0 ...... ...... . :6090: 4. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 12-1210.01 •.. •. • A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-2 Oftelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1017.19 Expiration Date: 01/23/2019 Approval Date: 01/25/2018 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0615.06 A. DRAWINGS 1. Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., last revision # 1 dated May 27, 2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. • D. QUALITY ASSURANCE • • • • • • • • • • • • • • 1. By Miami -Dade County Department of Regulatory and Economic RL3bzil`L'es (RERj .... .... ; ... •; . . E. MATERIAL CERTIFICATIONS ...... . • , • ; • • • LNone. .. .. .... ...... 6. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS • • • • • • • • L Drawing No. AD 12-32, titled" 22 ga. Galvanized Steel Storm Panel-LMI ", sheets " • I through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.B., on September 29, 2017. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL, CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of Compliance with the FBC, 2017 Edition, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E, on September 29, 2017. lk-'Z 44 elmy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1017.19 Expiration Date: 01/23/2019 Approval Date: 01/25/2018 E-3 PRODUCT MARKING PRODUCT MARKING ,LOCATION OPTIONAL) Ir 775'Y 2} a: rxi021Y 1t 3 (LOCATION OPTIONAL) 2.062' 14-RIXL HACK 1.31T t312' N1.312g 0.062- 1701" 1 ]B7' 1.701' 1 787' N<•ROLL 1.787' BACK 2 12.500'PANEL GOVERAGE��� 0.062• iJ 14.436• PANEL LENGTH oSTO� n'H" HEADER 5.5.5'TW 0125'7VP 18 GAGE (tGRAD 0' 0) STEEL GRADE 5 -4 5.000AX c II No Il TI 5�° (= NAX 1.00• MIN 5.000' MAX �M /.- . STUDDED ANGLE �BULL�RE ANGLE �J•PAN CLOSURE GENERAL NOTES: 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE'MTH THE 6TH EDITION FLORIDA BUILDING CODE 2017 AND PROTOCOLS TAB 201 FOR LARGE MISSLE IMPACT, TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TAB 203 FOR CYCLIC WHO LOADING. LULTIMATE DESIGN LOAD OSTAINEO FROM ASCE7-10, MULTIPLY BY DA SHALL BE LESS THAN OR EQUAL TO VAX. DESIGN LOAD IN THIS DOCUMENT. 3. NO 33.3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 4. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE ONAVAN eS SHALL BE DETERMINED BY OTHERS ON A JO&SP EG FIC BASIS LN ACCORDANCE WITH THE GOVERNING CODE WHEN ASCE 7A0IS USED To CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd&0.85 IS ALLOWED. 5. IHE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT STALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMTT HOLDER SHALL VERIFY TPE ADEQUACY OF THE EXISTING STRUCTURE TO WIMSTAND ADDITIONAL IMPOSED LOADS. 7. STORM. PANELS 6HALL BE 220A STEEL (GALVANIZED THICKNESS 1.0.02M WIN) CONFORMINGTOASTM AS53, 5TRUCTURAL QUALITY. GRADE BO.GW GALV. COATING WITH A MN, Fy02.0 KSI. ALL EXTRUSIONS SHALL BE 8083-T6 ALUMINIUM ALLOY. 8. PANELS SHALL BE PERMANFNTLYLABRFOVATH A MINIMUM OF ONE NARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC OPALOCKA FLORIDA MIAMHDADE COUNTY PROD. CONTROL APPROVED 9. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADSSHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC). OF MIAML FL. TEST REPORT NO.92-041. 10. TOP 6 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FILED CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING'M OR U' HEAOERS. 11. ALL BOLTS 6 WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MNNUM TENSILE STRENGTH OF 00 KSI. 2.000' 1.175 MAX mVln unuMlltV 00375: P.Ml (PREPTO PANEL SPAN) TOP MOUNT NNTYPE bAS REOD) FYpSECTION OPTIONAL H WA STITCH BOLTS WR71 WASHERS ^ WINGNUT$ FASTENED 1781- OVERLAPS O MIDSPAN 0067' "o+( 095- (USE APPROPRIgTE TYP TYP o W mW SPAN TABLE) �7 Q 0' O_ __ _ _ _._,__."U" HEADER BUILD•OUT "F" TRACKg�F' TRACK Z PLAN VIEW Ll l'l 4.000'-------��� a O .000' l o� W c Ro.aor w 5¢ IS M p. �z 7.000 BOTTOM MOUNT RD, 50 (-0A)5' MIN (CONN TYPE 44 ASREOD) _ F GRA I1 AWL E WQS�IHDER6 12 HESAERTM%O�CAP �M PICAL MOUNT ELEVATION MAY BE AT �a OPTIONALREOUAR£OONLY 1 TOP 8 BOTTOM Tn W FOR USE WTH TRUSS HEAD o w ANCHORSCALK4N) s,a73° 3.249' 1 93T' TOP MOUNT LAST PANEL TYPICAL 0.063' 1 (CON N TYPE BEFORE- PANEL PANEL ABOWE La N 0.083' AS REOD) BSTRUC710N OVER(gp 7 r OBSTRUCTION b o.o9a 0.081' � o 0.063" O.OB3• 5.373' W w 1937'.> @TOP "H" TRACK /..IBOTTOM "H" TRACK 15 TOP "U" TRACK @BOTTOM "U" TRACK x8 y 8 o- N EXISTING ! WINDOW 1/4-20S.S.SIDEWALK �L 0.250' OR MACHINE BOLTS 6 WASHERED WINGNUT 24. O.C. TYP. A 1.000' 1 IB GA. GALV.STEEL VERIAP BENT PLATE 4' MAX EXISTING (0.016' BM.THK) CONCRETE HOLLOW OR riO-Y0.125' BLOCK OR WOOD 6063-TS ALUMANGLE FRAMING 3 0.25o c &WASHERED WINGNUT .AC3A 2.043' 1.e7s• 2.oer . g 0.09Y 0.063, 1,935' � R M 0.a63' 73! 0.053' N g 1.93T' 0.083' jo < E Ny. TTOM UNT NN TYPE = REOD) p /4JA J10AYVARY1 OP MOUNTORTYPS REGD)NEL BELOW STRUCTION (GONN TYPE -� L OPTIONAL I/12 • STITCH BOLTS WITH AS REDD) WASHERED WINONUTS FAS LENEO OVERLAPS @ MIDSPMI (USE APPROPRIATE SPAN TABLE) @CORNER CLOSURE DETAIL @ WALL MOUNT CLOSURE DETAIL /,TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION U' �=/ N.T.S. NTS. OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EOVAL TO I.S TIMES Cj ALUM. ANGLE © OR J-PAN CLOSURE v<~i o PIECE Q (SEE DETAILS ABOVE). M LEG DIRECTION MAY BE REVERSED EXISTING FASTENER 016' O.C. FOR DESIGN CONCRETE HOLLOW LOADS LESS THAN OR EQUAL TO BLOCK OR WOOD 87psa ISEEANCHOR SCHEDULE FOR FRAMING ANY ACCEPTABLE ANCHOR). FOR DESIGN PIECE ONLY WITH ANCHORS 0 TO. O.C. E w-OUT MOUNT CLOSURE DETAIL MOUNT CLOSURE DETAIL T.S. I EXISTING ALUM. ANGLE ®OR!PAN CLOSURE 0.250' CONCRETE HOLL PIECE Q9 (BEE DETAILS MOVE). MAX BLOCK OR MOD 0.500'LEO OIR C MAYBE REVERSED FRAMING OVERLAP 0,250' • • o• • • ! • NAX ge • IJ2 B ER S'O jr S THAQQC((.ttEFOUALTON • • • • PNORSHEOUIF FOR • p /:�CE AOLE AN IOR). FOR DESIGN EXISTING �100(� • • • • di LOADS OFRATER *LAN CONCR ^ 67psl USE ALUM ANGLE CLOSURE EMBED PIECE ONLY WITH ANCHORS 010'O.C. HOLLOW BLOCK OR W'OOO YIP,(NG:WANC, P.E:, FRAMING F1.OFiIDA REGISTRATION PROnucT REVISED FL /55983 9s com0!)'ing wiDt IFS Plo 'Ja OD' . . rt/IdinB CDJo • •• i • • CA.N. 28¢77 .. BN • •Cl'C)tIIl;ICNIb�/- 9 �0 T 1AtIM h 1- AI • A.YPI d on 7) • • • F x... • • co • • • • • dr • 1�IePil lJ:r4!Y . !Ci CO 01 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • m a ti0 N� N Papua 1m AD12-32 11 SCHEDULE 73 FOR MAX SPACING SHORT LEG MAY B_ REVERSEO-ii (>,R THE OP. NING e EO EO I td TEK 60REW OR IN--MAa'NE SCREW S NUT ® Ie' YP ALL 6IM. CgNNECTI0N5) -. Ex151WG W GLAZING Q F2 II PEOD 6EOALASa MTION RE_CI qZ T En EL TE,�C ]CONECTION TYPE � N/NA0 .2G11Nx E3'Sd•C SR.ESW 'OLLONBIIOLRETEHENCEA WE FING ST3FORMWC 12s0.C. (SEE ANCHOR SPACING . SCHEDULE TS SA.SEDON TYPE OF STRUCTURE) BUILD -OUT MOUNT SECTION G N.T S. C1 CONNECTION TYPE EXISTING CONCRETE HOLLOW lCHORSTOSEAT12.5' (SEER C YACOD FRAMING OR 62S O.C.(REFERENCE (SEE ABLOC'NCHOR E OF WLE ANCHOR SCHEDULE RASED ON TYPE OF Si Rl,'CTUt[I T3 FOR MAX SPACWGL USE REMOVABLE ill ANCHORS CNLY EXISTING CONCRETE. �_1/A -20x YV &S. HOLLOW BLOCX OR MACHINE SCREWS WOOD FRAMING ®1].5' O.C. (SEE AN(DUOR CICONNECTX)NTYPE SCHELE REFERENCEANGIOR BASED ON TYPE OF STRUCTURE) SOME OUE U FOR MAX SPACING "F" TRACK /DIRECT MOUNT SECTION NT.S. C2 CONNECTION TYPE REFERENCE MCHCR II11 SCHEDULE 73 FOR MAX_ SPACING DIRECTION U 9E REVERSED, AS SHOWN C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX ..I SPACM.G EXISTING GLAZING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HFADER OR SRL! FIVSTING CONCRETE HOLLOW BLOCX OR WOOD FRAYING. SEEAHCHJRSCHED, EASED MAXIMUM ALLOWABLE MINIMUM SEPARATION ON TYPE OF STRUCTURE SPAN SCHEDULE irk, FROM GLASS SCHEDULE CSCONNECTH)NTVPE REFERENCEANCHOR T9 1 SCHEDULE TS FOR MA SPACING 1 LORD W(PSF) No $tikh LMABoisI( (n) S'" ""' AT Vidsoen LMAX(A) 25 10'-7" 30 10'-5' 35 3840 9'-8" R93 45 W-4" 49 B'-11'50 8'-10' 55 8'-5"58 8'" 60 8'-1" 8'•9' 65 7'4' 8'-3' 70 71-V T 8" 72 7'4" 7-6" 75 7'_2" 80 90 8'-0" 6'4' 100 514" 5'-4' 110 4'-10" W-10" 120 4'-6" 4'1" 130 W-1" 4'•1' os"3Ye Loee msP) Sean Tnen- I SsovafoP el<.3o' SePN el,3o' 30 8'-0' 2.75" 1.22' 8'-8' 2.75" 1.94- 10'-5' 3.00" 3.00' 35 6'1' 2.75' 1.25' 8'-8' 2.75" 2.10' 10A, 3.00" 3.00" 40 6'-G' 2.75" L29" 8'-8' 2.75' 2.26' 9'-8' 3.00' 3.00" 45 6'-0" 2.76" 1.32' W-8" 2.75" 2.41" 914' 2.92' 2.92" 50 2.75" 1.36" 8'-10" 2.75' 2.73" 60 8'-0" 2.75' 1.43" 8'-1" 2.75" 2.44" 70 6'-0" 2.75 1.51' 7'-1 2.75' 2.24" �1M.]EA 3/d•8.5. EXLSTING CONCRETE. LMGNUT®+z.sMJIGpN. Gar W o.c. SPAN SCHEDULE NOTES' TABLE T2 NOTES: WOODFRAMWG C2CONNECTION7 a 1.ENTER SPAN SCHEDULE WM NEGATIVE DESIGN 1.ENTER SPM'SCHFDULE WTH POSITIVE DES.K3N (SEE ANCHOR D REFERENCE ANCHOR LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM SGHEDV_E T9 SCNEgXE T3 FOR MN. pANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE LOAD TO DETERMINE WNVM ALLOWABLE STORM PANEL SEPARATIONFROM GLASS OR ODOR TO BE 6ASEOONTYPE SPACING WTH POSITIVE LOADS LESS THAN OREOUAL TO OF SIRUCNRE) NEGATIVE DESIONLOADS. PROTECTED. SCHEDULE 18 REOURED FOR USE WTH POSITIVELOAOSOFAY. H WALL MOUNTSECTION ZINTERPOUTION BETWEEN LOADS IS ACCEPTABLE. OTHERWSE USE NEXT HIGHER LOAD. N.T.S 2.INTERPOLATION BETWEEN LOADS IS ACCEPTABLEOTHERWSEUSENUTHK3HER_OAO. R EXISTM W000 TRUSSES •2CO.C. MAX. WAILL FPRL< WAIL H EXISTING CONCRETE. HOLLOW BLOCK W000FRAMING. EELTURF TO BOTTOM C (SEE ANCHOR8GIEGILE CHORDSEW EAc,.EMBED EMBED BASSOON TYPE OF STRUCIURE7 UG SCPE•N@ EACH 1gU55 (2d'O.C. MAX) + Cd CONNECTm TYPE I'I'll I2'x0.WIS.WNSTEELTUEE REFERENCEANCHOR SCHECULE13 FOR MAX. 'U' HEAOER TO ROLLED STEEL IUBE WK.T=NIER $PALING LAG(AS DESCRIBEDABOVE)&TRUSSES _ C4S.M.ST0 PLATE Or O.C. BETWEEN11RUSSES .. • _ ..• .• ElU5T1AG O'ORATI 6EPAON RE b CLALM1G FE-GLA39 i :Fi a•'(!:1 t'.:C I'ID:i: t'. (3L'i1C�:!S �'tKti iJ ACO9-ARAR0.0 o� (REF.TABLE T2) ,T; t _ y'Nj O=LLL-:;LOf.OI o)� l9 FROMOLMIS T EXISTING (PEF.TABIP T!) GLAZING I!d-2NxYd-6.5. K TRUSS MOUNT SECTION ALUMORGALVSTEELSPACER' KT.S. MACMNE SCREWS •I]50.C. le • • • • • • • • • • • �$ AS REOD. Cl CONNECTION TV PE �Ea 2 20i7 ANCF'ORS TO BE AT 12.5-OR LEO [MR o : : •• • • • • • 825- O.C.(SCHEDULE MAY BE • •• • '. T3 FOR MAXSPAGNGI.USE REVERSED UIST.VCONCRET• • REMOVABLE ANCHORS 0NLY - MEEANCHOR 5 PIPING WANG� P.E. EO EO SCHEDL'f. FLORIOA"REGi�TliAT10N Ct CONINECTON TTPE BASEDONttpE FA w� FL ISSB63 RfFERF'NCE ANCHOR OFSTRUCTUREI E%ISTING GLAZING I{� CA.N. -�8677 SCHEDlRE T3 FOR MAX SPACING • • • • : • • • • • • • • 5 i'', $i-..' . Sn ' • • • • • • • PPO•IWD•G FROM CEILING/FLOOR MOUNT SECTION • • • • • • • • ••Mo•mN�suRFACE I� `' Nrs. • • OFiSEC WALI•M0UNT SVTII I t • NT S. • • ••• � /., • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PENETRATION EXISNNGCONCRETEFOLLOW Bt,,KOR NO00 FRAMING OPTIONAL INTE I OR EMBEO (SEE ANCHORSCHEOULE 6ASEDONTYPEOFStRVC7URE) EKI5NNGCCNCRETE. HOLLOW C6 CONNECTION TYPE REFERENCE ANCHOR BLOCK OR WOOD FRAMING. (SEE ANGIOR SCI IEOULE SCHEDULE T4 FOR MAX. SPACING BASEDON TYPE OF STRUCTURE) - EXIS'NG GLAZING PEO'OGLA6S SEPARGSt FSLE TS2 FOR Mut) U -. -'. ZZ tC? '� p EXISTIN'v GLAZING l'a U: M REGO OU66 SE^AAg6i (SEE TABLE T2 F02 MIN) , EXISTING CONCRETE. �—' HO_tO$V8LOCKOR vmD FRAMING EM8E0 ' (SEE ANCHOR C6 CONNECTION TYPE SCMEDVLE ,EDON TYPE REFERENCEANCHOR SCHEDULE T4 FOR MAJ OF STRUCTURE) SPACING MWALL MOUNT SECTION YA LMGUNTTM_NT.S. -- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASSO ON TYPE OF STRUCTURE) LEG MAY BE BENT TO. dq, MAX HEADER/SILL MOUNT SECTION O TRAPMOUNTTMCNS ON ANGIE.N.T.S. QHEADER TRACK ISOMETRIC TOPTMCKNT.S C7 CONNGCE REFERENCE AWKO ANCHOR SCHECU E T4 FORMAK, S➢ACING CLIP LOCKS ENO PANEL FLUSHOAGAINST P iTRACK TRACK I J C7 CONNECTION TYPE ANCHOP FORM SPACING E T4 FOR MAX SPACING NNTS CEILING/FLOOR MOUNT SECTION EKISTINS CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. PENETRATION (SEE ANCHOR SCHEDULE G_ (1)HEADER EVO CAP SETW(2}p14 SMS TO TRACK 0.625' o� 0.8T5' 0 OP�O�NANPLA6TI0.KNOe ANGLES ENT TRACK 6145M5 TO TRAACK TOP'ti'TFACKOR TOP'VTRACK (FASTENTO STRUCTURE PER SECHI STOLEFT) OPTIONAL PLASOC KNOB, TO EASE PANEL ELIDING (NONSTRUCTURAL SEE OETNLTOLEFT) BOTTOM•H'TRACK OR BOTTOM V T4ACK(FASTEN TO STRUCTUREPER DETAILS M, N AO TO LEFT) OR EMBED BASED ON TYPE OF STRUCTURE, TYPE *SILL TRACK ISOMETRIC R BOTTOM TRACKN.T.S RCS EFEREEGTION REFERENCEANCHOR SCHEDULE T4 FOR MAK. b SPACING ADJACENT g PANEL LAST PANEL MOlkfiED EAOE, FRDV INSIDE OF BLDG TYP 12.1 STOPPER COVERAGE OETAILF TYPICAL ADJACENT q OVERLAP PANEL RE.ESP cues BEPAR.04ST J L6EE TAOIE �n T i 6-mmJQ2171 � OPipN A:(])1/4' WI OPTIONO:(EYASTING GLAZING ELCOPANELMATESS'MAXID AT BOTTOM �1'1,W�FS-TN'-rCT. ELCOPANELMATSO AT BOTTOM OFADJAYZUTPA; AOAACEMPANEL • �A2NQ�AH()NOTCHIN.{)tl177 -2EP01L£Rb �� l l � i 'INO CONCRETE. • • • • ! • T•ANE64ROUND W NGNUT GIJ4IN.CLOSEST TO USi \ `. t l /,•': � PANEL(NOIOTCHRE(.ItO ,LOW BLOCK OR Nye I • 1 • • • • • + • • III, F� n WOODFRAMING (SEE ANCHOR SCHIEDULE " • • • • • • • • • • • • • • DIM WILL•MQt*T EXTERIOR ELEVATION .'•�'•"��'/V'V,2�O '� •" y'�"""� '' BASSOON TYPE tMBE = FASTEN EACH PANEL ADJACENT TO UST �� (REF,OEtAIL'vJ P.E. OF STRUCTURE) PANEL S BOTTOM W(2) ELCO PANEWATES PROD]1C iI2.= v;s;ly A'l'IGNMATES—NOTCHBOITOM (HIPOKERS CALK4N ALTERNATIVELY, .eRlD:;iRi; vi'1)1 (IIc 110w:!c -CORNERSOfLASTPANEL TO FIT OVER •••Bllt ng %um'-7INHERMOSTANCIORS FFLbRIDA DIRECT�WALL MOUNT SECTION%�(REF OETAllS).T••/':' + • • r • • •MT i rD3Ect Cu I-trcT' • • • • • • • • • • 2.67 EDGE DISTANCE F; PANS UP TO 5.50N SPANS UP TO 6,671t SPANS UP TO 10.67R ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE (P$O % W CI 92 a 04 C1 Cl c3 C4 Cl Cl CS C4 1/4"xt-3/4'EMBED 39 12.V 16.0" 16.0. 16.0" 12.5-10.0"60.16.0" -2.5-16.0'1'.9"13.5' � ELGO TAPCON 49 (MIN 3320 PSI CONG) 68 12,V 10.(' 18.0' 16.0" 12:5' 16.0' Tex, 18.0" 11.8" 16.0. 11.8, 13X 12.5- 16.0- 8.9' 11,1^ 12.5' 16.0' 8.4' 10 12.5' 76.0• 00" 10.3' Tup(Ib) = 487.00 72 12.6' 16.0' 13.0" 14.3. 12.5 76.0' 8.0.10.3" 12.5' 15.0' 8.0' 10.3" V P110) = 471.11 110 121' 18.0' a.' 10A' 12.W 18.0" 9.0' 10.3' 12.r 7a.0' a.0' 10.31 114"x1-]!S EMBED18.0'10.0' 1$.2' 15.0' T2.Y 16.0' 10A' 12.1" I' ALL -POINTS SOLID -SET 49 12.5' 16.0' 16.0' 16.0' 125" 16.0' 10.2. 11.6' 12.5' 16.0- 1.5" 9.5" LEAD SHIELD ANCHOR 58 12.6. 16.0' 16.r 16.0- 12.5" 1& 7.9' 9.8' f2.5" 16.0- 1.1" 9.r 12.5'16.0' 7.1" 9.Y Z (Tcep(ID)=428 72 12.5' 18.0' 11.5-12.7- 12.5'.I&" 7.1' 9.2' U i Vup(Ib) • 429 130 12.5' 16.0" 7.1" 92- 12.5" 1G01 7.19.2' 12.5'160' 7.1" 9.2 1/4" x1-2' E61BED 39 12.5' 16.0" 16.0' 16.0" 12.6" 18.0.13.3" 15.7- 12.5" 16.0' 9,2" 12.6" ELCO PANELMATE 49 12.6` 16.0' 16.0-16.0•' 12.r t6.0- 8.B' 12A- 12.5' 16.0' 6.5' 9.9• (MIN 3350 PSI CO"') 56 12'S' 98.0' 14.9115.0" 12.V 16.0' 6.9" 10A' 12.5' 16.0' 6.Y 9.0' Tc9p(16) = 372.00 72 12.5116.0' 10.0" 11.3" 12.5' 16.0. 6.2- 9.61 12.5" ISO' ex 9.6" VupUb) = 585.00 130 12.5' 18.0' 8.r 9.8' 12.5' i8A' 62- 9.8" 12.5-16.0- 02- 9.6" 1N'xt-1f4-EMBED 39 '0.0- 12.8" 12.r 12.6- f0.01724. 6.27.9' 10.0' 10.0' Cr 6.3' ELCO TAPCON 49 10.0 12.8' 10.1" 10.0' 5.0' 9.8' 4.2' 6.1" 5.0' 8.0' 3.0' 4.9' 50 10.0' 12.8" 5.r ILA* S 0' B.J' J.2' S.2' S.0' 7.Y 4.8" T.p0b)-218.00 72 t0.0'10.5 4.Y 6.6 6.0' 7.7' 4.8' S.0" 7.T 4.8" V Vc4P(Ib)=398.00 /10 50 7.Y 4.8' S.0• 7.7' 4.5' S.0' 7.i' 4.6' O 174" x1-718-EMBED 39 10.0 12.8" 12.r 12,8" 10.0"12.8- 8.Y N' 10.0' 12.5' 7.0' 6.6' m ALL -POINTS SOLID -SET ' 49 10.0 12.r 12A' 10.4" IDW 126. 8.6' 10.0' 12.8' 4.r 5.2" Z LEAD SHIELD ANCHOR 50 10.C' 12.8' TLC 8.8. 10.0' 12.8" Sr S.51 10.0' 12.7' 4,T 5.7' T."b)= 358 72 10.D' 12.V 7.9' 70' 10.W 12T 4.7' 5.1- 10.0.12.7- 4.7" S. 3 VuP0b)=249 130 10.a, 12.T 4.T 5.1' 10.0'127" 4.7' 5.1" VIA-12.7' 4.T 5.1" I 0 1/4"xi•1f4' EMBED 39 10.0' 12.8` 12.r 9.T 10.0" 11.6' 5A' 8.1' 5.0' DA" 4.0' 4.9' ELCO PAN 49 10.0' 12.8" B.5" 7.7' 6.0' 9.Y 3.9' 4.8" 5.0- 7.5' 3.9' ' S6 10.0' 12.J° 8.5" 8.4' 6.0' 7.8' J.0' 4.0" 5.0" 7.2' 3.T Tuppb) = 204.75 72 5.0' 9.8' 4.6' S.2' S.0' ].Y S.T 6-0' 727 3.7' Vup0b)=233.50 13D 5.0' 72'3.T 6.0' 72- 3.T &0' 7.2- 3.T' e.75' EDGE DISTANCE 1/4'x 2'THREAD 39 12.5' 18.0' 16.0" 7.5" 12.r16.0'12.r'J12.6'16.0' 8.0" 3.9'PENETRAAG SCREW 49 12.r /8.V' 16.0" 6.0- 12-F 1S.0- 0.6"125' 18.0" 8.3.31'5612.5. 10.0114.1V 5.1' 12.r 16.0- 60-12.5' 16.0' 8.0"Tap(lb) - 359.53 72 12.5.16.0. 9.6' 4.1. 12.5' 161 6.r125'Vup(Ib)•82.9] 130 12.5' 16.0' 6.0' 12.111.1 6.0-12.6' 16.0" 6.0" 12.6. 16.0' 6.3- 4.8' 12.5'13.5' S. 1.9' 014 x 1412'THREAD J9 12.518.0'16.0 1.T PENETR.WOOD SCREW 49 12.5' 16.T 13.6' 6.1" 125V 1127 S.S• 3.6- 6.25' IO.T 4.1" J.1' 58 12.5' 16.0' 9-r 5.1" 62V 112' 4.3' 3.r 6.25' 10./ J.9' Tup(Ib)-234.00 72 12.6'14.2" 6.3' 4.1" 625't0.1" 3.9' 6.25t0.P 3.r Vop(Ib)=96.7d 13D 8.26't0A" 3.9' 8.2E"10A" 3.9' 826't0A' J.9" 7116"x 5fr BIDED 19 ------------- 12.5"a'1'.0"13.0" 1245 16.0' S.3" 0.1- 12.5.13.4' S.T 8.8' BRASS BUSHING 8 49 12-a.13.5' IDA' 12.5" 13.1- 6.1" 61- 8.26' 10.6' 4.0" 6.Y 114.20 SCREW S8 12.6'9.2" IL " 825" 11.1" 4.r 5.4' 6.25' 10.3' 3M' SD' Tuppb) • 231.50 T2 12.5' T.6.2' 6.8' 626' 10.3' 3.6' 5.0't0A' J.8' 5.0' Vup(b)=232.50 130 6.21. 10.3' J.6' 6.0. 42V 10.3' 3.Y SA 8.25'10.1. 3.8' 5.0' ANCHOR NOTES: n: A) AV•`.'.HOR 9�-•BF�eV 'F�ANELB.GGLLM� 2.5" EDGE DISTANCE G ANCHOR LOAD SPANS UP TO 5.5m SPANS UP TO 5.67H Q 1114'.1-314" ;(P$O TYPE ii301 es CON"TYPE EMBED 39 18.0' IS. a, 16.0, CO TAPCON 45 16.0' I6.0' 11.4" 16.0' IN J320P6I CONC) 55 16.0 18.0" 7.9 78.0' TUP(b)=453.00 85 14.7 I8.0' 8.0' 16.0' Vup0b)=475.00 72 11.0 HLD' 6.0" 16.0' w IWXI.71r EMBED 39 16.01 t8.0 14.8- 10.0' G ALL -POINTS SOLID -SET 45 16.D HLr 10.1" 160• U LEAD SHIELD ANCHOR 65 16.0- 16.0" 6.V 16.0- Tc4p(b)-428.00 85 12.6' 16.0" 5.r 16-W O Vup(b)=629.00 72 9.a' 160' S.w IS& 71Yztd"EMBED i 39 16.01 16.01 12,9' 18.0' ELCO PANELMATE 45 16:6' 16.0' 8.6` 16. (MIN 3350 PSI CONC) i' 55 16.0` Ica, S.8' i..0''W Tup(lb)-37200 65 11.0- 16.0' 4.8" 16.0' VupSb)=565.00 72 ex 16.01 - 4.6' 16.w Ile XT-1/4"EMBED 39 12.V 12.r 6.0" 12.4' ELCO TAPCON 49 12.8' 12.a' 4.7" 10.7' i 55 8.8' 12.0' 8.6' Tup(fb)=218.00 ' 72 5.1' 11.6' 7.T 1y.1 V.P(Ib) • 390.00 ' 130 4.0 10.5' 7.7' IW xt•7/8' EMBED 39 12.8' 12.8' 9.9' 12.8' ALL -POINTS SOUDSET 49 12.8' 12.8" 8.a. 12.a' �m3 Z LEAD SHIELD ANCHOR S8 12.6- 12.r 4.4' 12.6' Tup(Ib)-358.00 72 8.4' 12.0' 3.a. 12.7. 3 p(lb) • 240.00 130 9.r 178, 3.5" 12.7- O 1/4'xt•7W EMS D ELCO PANELMATE 39 49 12r '12.8- 12'r f28' S0' 3.6' 11.8' 10.0. g : ' S8 62' 12.8' 6.7 Tup(D)-204.75 72 4.r 10.9' 7.7 Vup(b)=233.50 130 ].7' 9.9' 7.Y 0.76" EDGE DISTANCE 14'x 2'IHREAD 39 18.0 18.01, 12.4' 16.0' PENETR.LAG SCREW 15 15.01 18.0' 8.5- 16.0• 55 16.0' 16.0' S.w 16.0' Tapob)=359.53 55 10.6- 11.0" 4.4' 1610, Vup%)•BZ97 72 8.2' 18.01 4.4" 16.0' 914 x 1-1f2' THREAD 39 16.0" 16. r 8.11 PENETILMOD SCREW 1 45 16.0 19.0" 5.5' 14.V 55 11.8' 16.01 3.6' 11.8' Tuppb)=234.W 85 e.r 15.Y 10.41 Vup0b)=98.74 - 72 S.r 14.2' 1- 7116' x SW EMBED 39 TLC` 16.0' 8.0' 18.0' BRASS BUSHING 6 45 16.0' 18.0' S.5' 14.2' 114.20 SCREW --' S5 I1.T IBM, 3.V 1/.T Tuppb)=231.50 85 6.8' 15.5' t0.r Vap(D) = 232.50 72 6.3' 14.0- 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TOTHOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 11). 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 8 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASEOON AP PROPRIATE OPRUITE MOUNTING CONDITION SEE MOUNTING DETAILS ON SHEETS 2 0 TYPE. F IDENTIFICATION OF CONNECTION C ORIDE} 4. FOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATION$. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING. EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. , j , A).Sr. ?.:)'R 3P ACtPd{+ Si">-'.F_ '�:.7, lIN3 6 ql PANELS_1RAF OU77f1 2.C' EDGE DISTANCE ANCHOR LOAD SPANSUPTO SPANS TO fift (Pso CONN TYPE CONN TYPE ZS N 07 CB C7 CB 1f4'x'-3/4"EMBED 39 ;:.Cl 16.3• 13.8' 9.7" ELCO TAPCON 45 18.0' 13.Y 11 r 8A' (MIN 332OPSI CONC) 55 15.Y 8.9' Tup06)•389.40 1 65 12.9' 9.r B.r 6.0' V.p(lb)=780.00 72 Its,8.3' e.r 6.0" µ1114'11.711'EMBED 1 39 19.0' 16.0' 15.r 10.8' Li ALL -POINTS SOLID -SET 45 16.0- 14.T 13,r 9.3' 8 LEAD SHIELD ANCHOR 55 18.0, 12.0' 10.M 7.0' I = Tup(Po)=428.41 65 14.4' 10.2' 9.r 6.7' 1J Veep(b)•42BA0 72 13.0' 9.2' 9.5' 6.7" 114'JU-2'EMBED 39 10.0' 11.51 1D.r 7.4' ELCO PANELMATE 45 14, 1" 10.1' BS' BA' (MIN 3350 PSI CONC) 55 17.r 9.21 7.r S.Y T-P(Ib)-297.60 65 9.T 7.0' 6.4' 41. Vup(b)=262.50 72 6.8' 6.T GA' 4.6- y U 1/4'xi-1/4"EMBED ELCO TAPCON Tuppb)=174.00 Vup(b) • 318.00 39 49 58 72 130 10.0- 8.7" 7.1 B.0" 5A 6.5, se*. 4.6' 3.9` 9.6' 6A' 5.5' 4.5" 4U' 4.0' 4?" 30' J " 114'x1-7/8" BED 39 12.r 9.8- ITT, 6.7 All-POINTS$OLID-SET LEAD SHIELD ANCHOR ( 49 ' ' 18 11.3•' B.r 8'S' 6.9' 7.Y 1 5.4' 4.4• O Tuppb)=356.00 1 72 7.9" 5.9' 5.r 3.9' Vup(b) • 249.00 130 7.1' 5.7' 5.2' 3.9' I/Y zI-TWEM9E0 J9 B.e" e.4' S.6' 1.0' ELCO PANELMATE 49 58 7.7. 6.J' 5.5' 4.6' Cr 4.D" 3.6" Tuppb) • 201.50 72 6.3'3.5" Vup(b)-196.60 130 4.8' 3A' 3.5' 0.75' EDGE DISTANCE 114'x r THREAD 39 7.5- 6.5'144,2"4.2- PENETR.LAGSCREW 45 6.5' 5.7'55 5.3' 4.4'Tup(Ib)=369.53 65 4.5" 3.r VpOb) s 92.97 72 1.1.3.6' 014 x 1.11Y THREAD 39 T.Y 6.2' 3.0'PENETR.W000 SCREW 45 8.8" 5.4"3.,.55 5.4" 4.4'Tup6b)=234.00 65 d.6' 3.TV.pab)=90.74 72 4.1" 3.r/18'x 5/8'EMBED 39 13.0`6.8'BRASS BUSHING a 45 II.r 8.a, 5.1'11a20 SCREW ' 55 B.r6.5' 4.1'65 7.5' SS- 3.7"7.0' S.0. J.r • •• ••• • • • • • •• SEP,,?9..1q;7 S. WHERE LAO SCREWS FASTERT,•ONARROWITCE 00PUD}RAIRNGAFASRiNER SHALL DE LOCATED IN CENTER OF NOMINAL 2".4"pMIN)WOOD STUB(3/4"EDGEftrANcE%AfR;EPRASUR IORWOO•FRAMWG). WOOD STUD SHALL BE _ 'l SOUTHERN PINE. G=0.55ORGREATIPA DENSIT}. lAO SCREWlHA1R HME P•LUPS PAN HEAD OR HEX HEAD. 7.' DESIGNATED REMOVABLE A1O1ORS.9&d1ARE AAUIREIPFOR DIREO• MO•Nr INSTALLATIONS. S. MACHINE CREWS SMALL HAVE MINIMUM OF I/7' ENGAGEMENT OF THREADS IN BASE ANCHOR N MAY RAVE .MAC I ES R A F1 X): EITHERA PAN HEAD. TRUSS HEAD OR WAFER HEAD SIDEWALK BOL ( T) pRODliC2'TL1:V)111FD _ 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WAIL FINISHES. 10. 111 DESIGNATES ANCHOR COND:: S WHICH ARE NOT ACCEPTABLE FOR USE, • Ruillma41 t7 cp300cc 810 • • • • • • A. • • • • '•M•11OtL'R2 P11 �= ,� L • • • • all 0 • • • • •• ••• •• • • CV1i5 I C3 ni;11C ('A:117f. [ • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • J J ov u 6 tu Mian-is Shorc'l�, Village ov 0 8 2021 By a:�= Building Departi"nent Tel ;Fax -rid %�Pll 11-T I JN L V Y� MHOW NUMB"" , R (101"'I 7t, V) 7::� (T� FBC 20 � B U I LD I NUS - Adaster Permit !"'L-Ws -1 (- 21l �l PERMIT APPLICATION Sub Permit No. ROOFING hl�-VS;01% EX—t;NSff)"i 0/0� ICHANGE OF C 0 N FR AC T 0 R 6 AIDD R vl'a'-nt Shores as the Building Histcrically Desigliakecl S C ­ i- Type- Laid: Construction Type: 7 -1 ­101je, P Slitc: *i,nt .7in jr Rems-�a­o, Cerb'icite Competer cV ft' �IGNER: A '--i- 3, ij c! vV c. t"'!i P_rm' L L r N �1VARNING TO OWNER, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NlAt.' RESt jIL— INI VnI IP D Vtf\.r. IAM-: Eno C Tfs Vf 14 10 0AfEflylf Ir /1til .—E.OR10, ll�vlfvlltvl� stP llIrtlxt 1, s 9JU 11'a11-14., 4 To OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO.RDINIC- N'O',rICF OF COMMENCEMENT,"' ?3f a buifdir.,ypermit -5r;l-r-lt_-'J J� '2r, .p Of co: t 1,so. o :crtifed' --op V�f �-�7 rc'-Or�4CC7 !70 -V�- !7, offer tic permi! -SSU17�i. P11 1 '.2 ".,VNER 3r AGENT COP TRACTO P, re M, Thi 09 J3-y of ty —4 orwho hals :3r oduced 2rtf;-al in vuh d �C �! , c NOTARY PUBLIC, Z SINDIA ALVAREZ MY comm!ssloi I # GC- 238`73 o EXPIRES: September 5, 2022 Bonded Thru Notary lic Underwri[,,-!: a �� w Tu�� 0\0 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village P1F1cF111r�, Building Department MA 6�'�t� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 13Y: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 � 4 FBC 20 1 Master Permit No.�A)',�_, 6 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5�05 IVY AVENUE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: f I-32to-00I ^ DO30 Is the Building Historically Designated: Yes NO Occupancy Type: Load: (Construction Type: Flood Zone: BFE: FFE: 1Y OWNER: Name (Fee Simple Titleholder): (V, t Vl �Q �� Phone#: �ZA'Z'i '-LZ Address: tr u01; N6% q t4 Ave City: /qf Gi'n i S�Lo('e s State: Tenant/Lessee Name: Phone#: Email p: 3 N3? CONTRACTOR: Company Name: T RA COVISf fO CADO 6-✓d'.' Phone#: Address. S w' 10 � PC City: K a "1 " /nr State: Qualifier Name: A jo¢%� � State Certification or Registration #: C, 6- U/SZGq I o Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: p: 33t ?3 3©5- 9&q- ZY32, City: State: Zip: Value of Work for this Permit: $ 7qq. z/ Square/Linear Footage of Work: 3q7• 00 Type of Work: ❑ Addition [Z Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Jrn- ,)l 5 ICA Rartel ( n LsC_eeV)i &V Specify color of color thru tile: Submittal Fee $1LL Permit Fee $ CCF $ I`��� CO/CC $ fo Scanning Fee $ G CD'b Radon Fee $ �^ DBPRctr�$ 4 .J-+J Notary $ Technology Fee $ Training/Education Fee $ V:V Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State E 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 reinspection fee will be charged. Signature _ Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2 3r� day of 20 1 by i VICVN L0Y fC , who is personally known to me or who has produced as CONTRACTOR The foregoing instrument was acknowledged before me this day of (( ) 20 \ by I�a ry-V/•j[<rM - who is par�ona_Ily k0DML to me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Ftfint: - ' " r, C 3 M C ONA ? . o ary ubl State of Florida ic -State of Florida ,8 olic - S al: Ccmrn. Exp4es Aug 23, 2018 .a ; ec My Comm. Expires Aug 23, 201 Commission # FF 147113 Commission # FF 147113 Bonded Through National Notary Assn.Bonded Through National Notary Assn. ************************************************************************************************************ APPROVED BY Plans Examiner Zoning as Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 r PROPERTY APPRAISER M. OFFICE OF TH Summary Report Property Information Folio: 11-3206-001-0030 Property Address: 9405 NE 9 AVE Miami Shores, FL 33138-2922 Owner VIVIEN LORTE Mailing Address 9405 NE 9 AVE MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,806 Sq.Ft Living Area 1,752 Sq.Ft Adjusted Area 1,779 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016j 2015 Land Value $259,102 $268,922 $293,095 Building Value $142,391 $143,423 $133,689 XF Value $17,305 .......... $17,445 $17,510 Market Value $418,798 $429,790 $444,294 Assessed Value $418,798 $429,790 $363,022 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $81,272 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MARILYN HGTS PB 41-8 LOT 3 LOT SIZE 75.000 X 128 Generated On : 5/9/2018 Taxable Value Information 2017� 20162015 County Exemption Value $50,000 $0 $0 Taxable Value 1 $368,798 $429,790 $363,022 School Board Exemption Value $25,000 $0 $0 Taxable Value $393,798 $429,790 $444,294 City Exemption Value $50,000 $0 $0 Taxable Value $368,7981 $429,790 $363,022 ............... _ Regional Exemption Value $50,000 $0 $0 Taxable Value $368,798 $429,790 $363,022 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 08/03/2015 $100 29819-2195 consideration 02/05/2015 $536,000 29498-4483 Qual by exam of deed Financial inst or "in Lieu of 07/10/2013 $243,000 28740-2018 Forclosure" stated Financial inst or "In Lieu of 01/28/2013 $315,100 28487-2291 Forclosure" stated 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://www.miamidade.gov/info/disclaimer. asp Version https://www.miamidade.gov/propertysearch/ 5/9/2018 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Comaensation Insurance Exemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS Signature: _.... -- Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1C day of 120 15 r `{ By VNi 6'\ t who is personally known to me or has produced as identification. Notary: SEAL: ESTELA M CARMONA My Comm. Exr res Aug 23. 2018 Fr 147113 Notary Assn.