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ACT-16-2697 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-268309 Permit Number: ACT-10-16-2697 Scheduled Inspection Date: November 29,2016 Permit Type: Awnings/Canopies/Tents Inspector: Naranjo, Ismael Inspection Type—fttndatio�w Owner: DAIDONE, GLENN Work Classification: New Job Address:339 NE 100 Street Miami Shores, FL Phone Number (305)788-2711 Parcel Number 1132060135360 Project: <NONE> Contractor: OZ CONSTRUCTION SERVICES GROUP, INC Phone: (786)467-7200 Building Department Comments ONE AWNING OVER FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 28,2016 For Inspections please call: (305)762-4949 Page 19 of 54 Miami Shores Village Perm/ty¢7 10050 N.E.2nd Avenue NE �7!)t�:18SutC� Miami Shores,FL 33138-0000 h- 0 Phone: (305)795-2204 Expiration: 04/15/2017 1€117�Ci1 r,, Project Address Parcel Number Applicant 339 NE 100 Street 1132060135360 Miami Shores, FL Block: Lot: GLENN DAIDONE Owner Information Address Phone Cell GLENN DAIDONE 54 NE 97 Street (305)788-2711 MIAMI SHORES FL 33138-2331 54 NE 97 Street MIAMI SHORES FL 33138-2331 Contractor(s) Phone Cell Phone Valuation: $ 500.00 OZ CONSTRUCTION SERVICES GROI (786)467-7200 (305)216-0236 _. ..._ _...., ............, Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work:ONE AWNING OVER FRONT DOOR Additional Info:ONE AWNING OVER FRONT DOOR Review Planning Classification:Residential Color Approved:In Review:In Review Review Building Code Comments:: Code Approved::In Review Review Structural Code Denied: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# ACT-10-16-61546 DBPR Fee $2.00 10/17/2016 Credit Card $ 149.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 10/03/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $100.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $199.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I a me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC$L,PLUMBING,MECHANICAL,WINDOWS,DOO*,, d SWIMMING POOL work. OWNERS AFFI VI I c i t t all the r going information is accuork will be done in compliance with all applicable laws regulating construction an mg. F t r 1 aut ori the above-named contrastated. October 17,2016 Auth ri d ign r Ow e / Applicant / Contra / ent Date Buildin epartlent Copy October 17,2016 1 0 Miami Shores Village Ir U\ BuildingDepartment OCT 0 3 2 I6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 $ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. TCT r-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 00 4,-,2 f-- City: Miami Shores County: Miami Dade Zip: F213' Folio/Parcel#:_ )11 --324!:�6 --69 5 340n Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): a. V Nl Phone#: — Address: '2�7 te�o sf-- City: W I Ci 4,44 State: C. Zip: 53130 Tenant/Lessee Name: Phone#: Email: '^ CONTRACTOR:Company Name:�l �l ��-rlu (�91C7'J (:Q>l�4'Q Phone#: Address: Q�} City: UGS' VVI I State: r_7C_ Zip: Qualifier Name: Ir-kc Phone#: 1W5;—Zito State Certification or Registration#: `X; I 1 �� Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: cwt City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition F-1Alteration F-1NewE] Repaaiir/Replace El Demolition Description of Work: (,mil/, 14rab/4 1,1Z/j— lf�>e/i—5'Cs Specify color of color thru tile: Submittal Fee$ Permit Fee$ ( ®® CCF$ ® CO/CC$ -1�D- Scanning Fee$ Radon Fee$ Z ®� DBPR$ Notary$ -15 Technology Fee$ 150 Training/Education Fee$ ZC) Double Fee$ -� Structural Reviews$ ® Bond$ �! TOTAL FEE NOW DUE$ I`� �• (Revised02/24/2014) 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 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT LlilCONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 Y6 day of06701M v t ,20 by day of OCA,?V ,20 f , by b kIAY1 ;� V )G1 i&810Q ,who is personally known to who is_personally known to_ e me or who has produced De.yo, C q,V's'k as me or who has produced as iZ identification and who did take oath. identification and who did take an oath. Q iy c4 7n a jE t a NOTARY P BLIC: NOTARY PUBLIC: ign• \.�-� Sign• rint• A Print: �;,•',',Io'i'y'G• .e... ••'ra.arswvrn3er•;_',ter = 0.••........ �_MAULLM , al: y,P v��a",�, fti CCy Seal: t•t :• MYCOMMISSION#FF127992 Y•s� �✓ MY commissiry t T i<"" EXP IBES June 1, 2018 I *„fie' _.: ;•__ EXPIRES:fulai'rh 25,,'r (407)398-0183 FbrldeNot SerAce.com •'Fy R �: Bonded rhru fbte-;r'u^c APPROVED BY Plans Examiner 41 Zoning Structural Review Clerk (Revlsed02/24/2014) -r'V �� L 12x1 *d NSM 5 A LEGEND e l`r' Vim' ER R AUNa®A N e-mai MAP OF nOUNDARY SURVEY ABBREVIATIONS: , r , Inc. nc-SAN�WT�OVR PAD 0 •A11LL$�1hIV'R UITE 148 MI TALI,FL.93183 BGG-BROWARD COUNTY RECORDS tj BLIMNO i 1 308.787.8 01 EM-BENCH MAR( R_R'(���L B .S'L B y-p .6 0 T 0�-BASIS OF BEARINGS CBS.OONO IM BLOCN&STUCOU m 18'ALLEY(PLAT) �c)-aLWUTm LOCATIONNI": n IV ASPHALT PAVEMENT DO OAF=WNN U.FENCE GUTTER NOT ro SCALE� [„ FIR 1!Y m N O'• FlP 12' COL-COAIMN _— /�n���0 DZ-W"'AOE EASEMENT NORTH NO CAP W p-L-E p NO CAP D11 ORNNAOE&MAINTENAN(3 T SCALE: 1'=20' (60.00' D/n-DRIVEWAYON' _�— EB ELECTRIC BOX Li 9_ 1J 11 —W/F ERM:EGGS OF PAWN T d I ti ON LINE I FDR.FOUND WILL HOE FF.I1M511E0 FLOOR ELEVATION .I. FlP.FWND IRON PIPE(NO 10) •• FIR-—NO IRON ROO(NO IDI -77 + •T>'� q FN -FM" NAL(NO 1D) • • • WEST 112 FPL-FLMDA PUWR&UGHT THANSFOMm PAD PROPERTY ADDRESS: • • •!e• !! OP LOT 18 LE-LANDSGPE EASEMENT ••• : • • f I I (M)Ea M ASIS TENANCE EASEMENT 038 ME IODTH STREET.MIAMI SHORES.R 33138 • • • LOT 17 MOR-MIAMI-DAOE COUNTY RECORDS LEGAL DESCREMON: e♦•••• YH-MAN HDUE •♦•• c • • • • BLOCK39 I I n-MONUmn UW LOT 17 AN MOST 1/2 OF LOT 18.N ELOCK 39. OF MWII SHORES SEC+AND. (p)=PUT ACCORDING TO THE PUT THEREOF,As RECORDED 1N PLAT BOOX 10,PAGE 70.OF • c • • PB-PLAT 800. THE PUBUC RECORDS O MIAMI-DADE COUNTY.FLORDA • • PC-PONT OF CURVATURE •••••• NPCP.PERWNENT CONTROL PONT e PE-POW EWIPMENT PAD •••• s •• •• •• •• POv Parr OF INTERSECTION FLOOD ZONE INFORMATION: • • PLW'ANTER BASED THE R.000 RALE O INSURANCEMAP OF THE FEDERAL EMERGENCY ♦•• 1 • •� tw • OY POU INFORMATION:: PONT OF BEGINNING MANAGEMENT AGENCY REVISED ON 00/11/00 ••••• PW.PONT OF COMVENCEVENT AND INDEX MAP RENSED ON 09/11/09 • B.2' I PPC-PONT OF MR ATIRE THE RGAPHIGMLY DEPICTED BUILDINGS)SON THIS MAP OF SURVEY IS WITHIN •♦• • *age� •••♦ N PRY REVERSE-PERMANENT REFERENCE ZONE X BASE FLWD ELEVATION N/A COMMUNITY NAW&NUMBER MIAMI SHORES ..... IS.0 YW'UUT ]2QA$MAP&PANE NUMBER'POS:-_=SUFFX L rr-- • • LOT78 3e. LOT 18 LOT 18 PT.POINT OF TANGENCY • c c•••{y !••• BLOCK." BLOCKv BLOCK38 (R) RECORD ALICE • •i♦! P ! •••••• j `,}•I R/R a RIWT-OF-WAY • REB RESDENCE SIP.50 B L& SING.SET NNDm(LB/8023 e••• • •e•• •s i••a c}I ONE STOR CBS CA STL.SURVEY TIE UNE • ♦ `5�L 9.94' s RES#9 g SIX�- BDRVEYOR'8 NOTES: T •••• • •• UB.UOUTY BOX +.EIEVATOVs WREN SHOWN REFER ro t9Z9 NATIONAL QEDDETIC VERTICAL DATUM ! • • ♦ �i7 W F U.E-UMUTY EASEMENT (NOVO 1928). *see • • • ST ON LINE I -TTE.UNLESS,WAS N. FDOliN6/FWNOATONS,OR UNDERGROUND W/F-YmD FENCE ••♦•• 4 g I THE LANDS SHOWN HEREON HAVE NOT EER ABSTRACTED N REOAROS TO • ^. I I SYMBOLS: MATTERS OTHERM B INTEREST BY OTHER PTE9,SUOI A9 EASEYRCH I9,fi15 WAYS. Z.49' a ®-TELEPHONE RISER RESERVATIONS,EEC.ONLY PLATTED EASELIENTS ARE SHOWN. m 0-CABLE N RISER 4.THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PMMIn INDICATED WATER METER HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WR EN CONT OF THIS EN mw 1 T 4 )0.80 I X 0.00-ELEVATON &ALL"'ILIMIT NOCATOR.S SET ARE STAMPED LBB 0021. (OO')-ORIGINAL LOT DISTANCE 8.THE BWNOMY tM115 ESTABLISim W 1M3 SURVEY ME BASED ON THE LEGAL & -CENTRAL ANGLE DESORPTION PROVIDED BY THE CLIENT OR ITS REPRESRTATNE, 6.0' 7.FENCE OWNERSHIP IS NOT DETERMINED. -CENTER UNE A MOTIONS OR DELETIONS TO THIS SLNVEY MAP AND/OR REPORT BY SOMEONE OTHER TITAN THE SCNING PARTY(1ES)IE PROHIBITED WTNWT WRITTEN CONSENT OF cmX-WATER VALVE THE SONRNI PMM1F3. d: W=CURB INLET B. BEARINGS WHEN ZL ARE TO AN ASSUMED MERIDIAN.THE CRO'TERUNE HE 100TH STREET HAS SER ASSFNED A BEMNO O NWWDWW. N N N - FIRE HYDRANT FIP 1f2" FIP 10 )^=LIGHT POLE 200.00' NO CAP60� (� NO CAP E a CATCH BASIN s'sxx N9O°00'00"W 75.00' J - DRAINAGE MANHOLE CORNER Os -SEWER MANHOLE ENCROACHMENT NOTES: F(P 17Y IRON FENCE NONE NO CAP DOD FENCE -CHAIN LANK FENCE OVERHEAD UM-TY ARE CERTIFIED TOE gl ❑❑❑❑® GLENN DAIDONE M M ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: DjWTXIIE• I HEREBY ORDFY THAT TITS SURVEY IS TBIE AND CORRECT 10 THE BEST OF MY IWOWLEDOE ANO BELIEF A8 / ASPHALTPAVEMENT RECENTLY SURVEYID AND DRAWN UNDER MY DIRECTION AND MEETS THE OF IEOLMCAL STANDARDS SET FORTH SY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN GRAPIER U-17 RORIDA ADMINISTRATIVE , 1CODE PURSUANT TO SECTION 47202]FLDRDA STATUEBOB:N8Do00'DD'W DY(NE 100TH STREET SURVEY iC COPIES OF HI5 if' / � CONESURVEY SHALL BEAR THE76 PJW ORIGINAL SIGNATURE AND F "" ""' S _ RAISED SEAL OF THE 4`,14 . NIC.—DEL VENTO ATTESTING REGSTERED PROFESSIONAL SURVEYOR&MAPPER Zzb SURVEYOR AND MAPPER - '" STATE OF FLORIDA LIC.1 8949 LM rte, GAS Certificate of Flame Resistance :n, P o�uii QFp T r Issued By: t 9 •hl MO OP FRE7PR GLEN RAVEN MILLS INC Registered Fabric 1831 NORTH PARK AVENUE V7 or Concern Number - Date treated or manufactured: '�' s=• F-731 01 GLEN RAVEN, NC 27217-1100 06/08/2015 - This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable. FOR: Trivantage,LLC ADDREss: 1831 North Park Ave. crry: Glen Raven STATE: NC 27217 • •• Certification is hereby made that: (Check"a"or"b") ••••i •••• i •(a) The articles described at the bottom of this Certificate have been treated with a flame-retardant chemical • • • • • approved and registered by the State Fire Marshal and the application of said chemical was done in conformance •••••• with the laws of the State of California and the Ruies and Regulations of the State Fire Marshal. o•••••• • • • • g •• • *:sees ••••• Name of chemical used: Chemical Registration#: •••••• •• •• •• •• ••••• i • •• i••i•• Method of application: ••••• •••• •••• • • • • •• •••• • (b) The articles described at the bottom of this Certificate are made from aflame-resistant fabric or material :*so**• registered and approved by the State Fire Marshal for such use. •••••• •••• •••••• Trade Name of flame-resistant • • • fabric or material used: FIRESIST Registration#: F-73101 • •••• • •• • • • • •••••• • • • The Flame-Retardant Process Used Will Not Be Removed By Washing GLEN RAVEN CUSTOM FABRICS WENDY MILLER,CUSTOMS COMP. MG Name of Applicator or Production Superintendent Title RCN# 00000000001028971006 000000000 CUSTOMER ORDER NO. CUSTOMER INVOICE NO. 888400 YARDS OR QUANTITY 166.00 DESCRIPTION Firesist#82015-0000 60"Ivory(Standard Pack 60 Yards) `C ® ITEM NUMBER 888515 t+'9 We hereby certify the above to accurately reflect the information contained within a"CERTIFICATE OF FLAME RESISTANCE"issued to ® Trivantage,LLC from the registrant set forth above. A copy of the original Certificate of Flame Resistance is available upon t— request to Trivantage,LLC and the registration information set forth above is on record with the California State Fire Marshal. o FLEX FLORIDA CORP MAILING ADDRESS DBA BEST AWNINGS GQ 1116 LUGO AVENUE CORAL GABLES, FL 33156 C—F-I v 7f OOT .0 3 2016BY- j P.E Florida P.E # : 68447 13155 SW 134th Street,#119, Miami, Florida 33186 - Phone-Fax # 5 qa 2 u r7 w� a PROJECT: AWNING STEEL STRUCTURE GLENN DAIDON 339 NE 100TH ST MIAMI SHORES, FL. CUSTOMER: BEST AWNINGS DESIGNER: Cesar Castillo PE STATE OF FLORIDA REGI# 68447 CODES AND SPECIFICATIONS: A.I.S.0 9th EDITION F.B.0 2044 A.S.C.E 7-10 • •• • ••• CONSUL1 NOENt WHFE •• ••• •• • • •• 13155 SW 13� ST+i ET SUITEpi9 MiA'M, FV 33'18`5 see see 666. ... ••• PHONE#( 253.9442 FLOW I PE. • • • .. . . . . . . . . . so . .. . . . . . .. . . . . . . . . SEP 24-20%• 1• &4V& ps Florida RE#: 68447 13155 SW 134th Street,#119,Miami,Florida 33186- Phone-Fax# (305) 253-9442 AWNIN6 STEEL STRUCTURAL DESIGN: 8' 6"x 3' 6" -F.B.0 2014 -A.LS.0 9th EDITION -A.S.C.E7-10 WIND LOAD CALCULATIONS-Z < 60 ft WIND CODE= ASCE 7-10 W INDSPEED= 105 MPH -FBC 2014-3105.4.2.1 MEAN ROOF HEIGHT: Z= 8 ft < 60 ft EXPOSURE CATEGORY= "C" -FBC 2014-3105.4.2.1 EFFECTIVE AREA= 8.50 ft X 3.5 ft = 29.8 ft2 Kzt= 1 -Section 26.8-2 ASCE 7-10 Kd= 0.85 -Table 26.6-1 ASCE 7-10 Kz= 0.85 -Table 30.3-1 ASCE 7-10 qh= 0.00256*Kz*Kzt Kd*V2 -Section 30.3-1 20.39 psf And: GCp(1)= -2.00 -Fig.30.4-2A -Using 30 SQF -AS OVERHANG Gcpi(1)= 0.55 -Table 26.11-1-Partially Open Buldings P design= qh*(GCp-Gcpi) -52.0 psf -CRITICAL CHECKING LOADS COMBINATIONS. -ASCE 7-10 Live Load-L= 5 psf -DESIGN LOADS PER ASCE 7-10 Dead Load-D= 5 psf -DESIGN LOADS PERASCE7-10 Wind Load-W= -52.0 psf -DESIGN LOADS PER ASCE 7-10 1: D 2.- D+L 3; D+0.75L 4,- D+0.6W 5: D+0.75L+0.6W 6: 0.6D+0.6W LOADS ON BORDER ELEMENT - SPAN = 8'6" Live Load-L= 5 * 1.75 ft 8.8 Ib/ft Dead Load-D= 5 * 1.75 ft 8.8 Ib/ft Wind Load-W= -52.0 * 1.75 ft -91.0 Ib/ft DESIGN OF COMPLETE STRUCTURE SEE SAP2000 REPORT ATTACHED C'C444 f. 04 ,, PC. " "' ' ' • • • •• CONSULTING ENGINEER • • •• • • ...• • • 13155 SW 134th STREET, SUITE#119 .. . .. . . . . . • • • • • • • • MIAMI, FL 33186 ... .. . . . .. PHONE#(305)253-9442 FLORIDA PE. #684 7 . . . . . . . . . . . . . • •0• . .. .. SEP 28 2% .. •• •. ..• ... . . 04A4 P Florida RE#: 68447 13155 SW 134th Street,#119,Miami,Florida 33186- Phone -Fax# (305)253-9442 VERIFY CRITICAL WALL CONNECTION- SHEAR & TENSION Tension= 225.80 lbs Per Each Plate SEE SAP2000 REPORT ATTACHED Shear— 94.10 lbs Per Each Plate SEE SAP2000 REPORT ATTACHED Try using= (2)3/8"Wedge-Bolt Anchor(Min.embed.3-1/2")per plate -See Attached NOA Spacing Between Bolts= 4 < 6 in 67°/a Edge Distance= > 6 in 100% -FULL DESIGN TENSION Ru= 2205 x 2 x 67% 2940 lbs > 226 lbs OX SHEAR Ru= 1535 x 2 x 67% 2047 lbs > 94 lbs 0_K CHECKING BIAXIAL STRESSES 226 + 94 = 0.12 < 1 o.k 2940 2047 Then use: (2)318"Wedge-Bolt Anchor(Min.embed.3-1/2")per plate -See Attached NOA SAP 2000 A TTA CHEMENTS: 3D VIEW OF THE MODEL(FRAMES AND JOINTS LABELS) 3D VIEW OF THE MODEL(FRAMES SECTION PROPERTI0 CRITICAL LOAD ASSIGNMENTS TO ELEMENTS AXIAL FORCE D/AGRAMFOR CRITICAL ASD COMBINATION MAXIMUM ASD COMBINATION REACTIONS P-M RATIO COLORS AND VALUES(ALL MEMBERS PASSED) SAP2000 REPORT 1. C'k1, P.E. CONSULTING ENGINEER •• ••• • • • •• 13155 SW 134th STREET, SUITE#119 • • • • MIAMI, FL 33186 • : : see :•: •• PHONE#(305)253-9442 •• •• • • •• FLORIDA P 68447 . ••• . • • ..• .• • • . . . • • . . ••• • • . • ••• . S/P6 2016 . .. .. . . . .. .. ... . . . ... . . tft SAP2000 Analysis Report Prepared by CDG Model NarnwBIEST:A1dUNINB6 - GLENN DAIDON.SDB . .. . . . . ... . ..• ..: •.: •.• : : ..• e0" r. e& , p E. CONSULTING ENGINEER 13155 SW 134th ST T, SUITE#119 �•� ••• ••� �� $gyp 2x16 M1AM( L3 •.: : . •. . . PHONE 305` 5 - 42 .. . . . • .• .. . •.. . . . FLOR A,.P . #68 i SEP 28 2016 STRUCTURAL ANALYSIS STEEL AWNING REPORT (31)AWNING) BEST AWNINGS - GLENN DAIDON g1;5pPIDBBvMlaalveesU BESiA1Nua1G5 Gtit91Ua00N l3 DVlml — O x 01e..Ea 1m--.R� Die" D�.� M Y+x a+avi-owa. go— I.e Horn -6 x CSO Et vv. .L"412v""= x 13 O \ 14 ,t 3D VIEW OF THE MODEL(FRAMES AND JOINS LABELS) 3£SFP2WOvttta AevanceaBESf AW`aNG50.FNM caoau;3D Ylzv, — a x 6+a Ear Y-Qdme Frwya,:C[m+ Sdan P. ya._aaeR a'ea'�t �m� Vie* Icon Hdn _6 x �•1®1jk),D ,a F � 74Gt '_e. '.n P7tl:•! :'z�6.Z u g3". .d:h ;�i.©o:'�Za,EStii�x,m+iai}2t� mss{+�� x�w€,.. '.:a:L•:Qs4:�-,a7:� `k'�,$�:P%. a\ Q q \ alb �_• 'a / \ 4 Q V` 0*0 0 *00 660 • ••<��T A2�� ��..�s �.�*...e � z ..w,.. .:�.�..,._. �.r«#�a1�YR.i4.2C4�.'GLUH4 b.AF e�'�.^`,a,..e.- ,_...., -�....,..,,..,. y�.�:.._�!A�',tt_�' r�• •m• • "4n. _.0 ,.. uu,'_,.,_ .._.. • •• • • • • • •. 3D VIEW OF THE MODEL(FRAIJIES SECTION PROPERTY) ... . ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .-SM20QlvMlDAlvefrsE6ESTAW7IWGSGIFNN aNOaNlpraoie Span LmN/a'alalW DeMcu11 — O X 06=sem gl;.&di.�,bi*r cl-m,,sd-":00r,,Aa gza 7 Ia*r Hap :RAA.A„8 1..M.`P a, ,, ?.,. ea.=, '.Q..°ts...�; ®.�4-:!o.* fS 't- f?:65 'aserm,lS%,w. ;A et El 8, b' a�9 CRITICAL LOAD ASSIGNMENTS TO ELEMENTS(Ib/ft) SapLWOv,a.t.00.tivamntl.6ESt,eVNPKSGL:NN a4100N.(DafomM 9upa ia£OW4VN1 — O X X Bk,s, s9e,+ aetoa ci+.. sari &. Aa" r ft�p 10 kaa -e■ �p� B� .n c. ,�'� •.l'? 1®1�9L1P ® aaoa?w er.Cts,°,;a a ,gym �, nF�lt,x �:,,I•.,®- "G- a �,���.�: A •fes,\ ,\� all /f/ Jon a42U 17— 17 .. �i iun QOUOtm 4mmam= acm I'm •K � {j xam •9.7mE-0S a�aoo- awwa ' suehmm�,' +'- .HERa.Rr DVPRMJQ 9IJJP9LOP 1IA;fl c4k COMBINATION) • ••• • ••• • • • fee ••. . • • 00•• • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • 0:0 ••• ••• •• 0:0 • • •• •• •• • • snvmao.xiaaa•.enmd967AWNwGS•CdflB+MiWNI iauanecaion.Nba.o.svni — o x X. N7 AKT ta. d� w� P.ao.. &�,. wm.;fi� ? r Imo•liars _s x. ` s.a.3e]. Saws:# Y6C "z?:a qtn. "" ].R°A` $ .�, fl•t7 xf xf,, 8,66 �f IR � 0• B,d6 � 'a.,, ti� 14 -zw a i �l N � 2 y. F� .,F_.._.,w.._.• Sa MDW -9t.m1 ieomex- auw awn 6 MAXIMUM JOINT'S REACTIONS BY CRITICAL ASD COMBINATION(Ib) TENSION:225.8 lb-SHEAR:94.1 Ib ;..p�ii ®.b_�r. p� �,�,�P9AF?.� x m„a m�+tctBe o� m',-4n� nFtih,•'4 xF�_,.,,,_®�..°��,��ode:�716.,� vo ff `` ' as Af '��� eS1PID00 4 X E �', �P L'�?a ao Yrd hmupewddudxmWxdy dlttY. 5-.. xxw�ww �� 77w - ` P-M RATIO COLORS AND VALUES(ALL MEMBERS PASSED) as• •• • • • • • •• 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHAPTER 30 WIND LOADS-COMPONENTS AND CLADDING h:5,60 ft. Figure 3'0.4-2r1 External'PressureNMoeiiiCi_n Enclosed,Partially Enclosed Buildings Gable Roo-fs 6 <_ 70 17 II I• I I I I I I I e I I O; © O ;O I , h I , I I I , O� - -r- - - -i - n 10 100 ° 10 100 CU`s •92 •3.0.0 •3.0 •28 ] Roof 28 CL .28 J Overhan 2.8 U 2 6 V •2.6 •2.4 •2.4 C 2.2 0 •2.2 -2.0 r .2.0 •1.s •16 � •1.e 1 2 0 •1.7 1.4 t.fi U CD 1.2 Cn 1 :i:0 •1.0 �.� 0 0.8 0.9 r •0.8 - N CL •0.6 x 0.6 0.8 m -0.4w 1 10 20 50 100 200 5001000 0.22 10.11 10.91 (191 f4.61 19.91(16.6) (46.5)19291 0 'J +0.2 t . ] +02 Effective Wind Area, ft 2 (r1 ) w 4 «0.9 +0.6 B 10 20 50 100 200 5001000 (0.1) (0.9) (1.9) (4.6) (9.1)(18.6) (46.5)(92.9) Effective Wind Area,ft2 (rr ) Notes: 1. Vertical scale denotes GCp to be used with qh. 2. Horizontal scale denotes effective wind area,in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. Each component shall be designed for fln"L w"p4i4e aad nega4ve pressures. 5. If a parapet equal to or higher than 3 ft{0.9m)ispr'viJpd�ro�una tl;perimeter of the roof with 0<-701 the negative values of GCp in Zone 3 sD:ft �gaalk�#*hos for Hone�&positive values of GCp in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30:4-1. 6. Values of GCp for roof overhangs include pressure contributions from both upper and•lower surfaces. 7. Notation: .•� •;• �•� �•� ... a: 10 percent of least horizontal dwlsnsil ork.49whiae4ereis gm311er,:but not less�than either 4%of least horizontal dimension or 3,R70.9;nJ. :.. '.' •�• • h: Eave height shall be used for B 5 10°. e: Angle of plane of roof from horiulatal,in degzees . ... . 336 6 � PRODUCT DESCRIPTION: _ THE WEOGE-BOLT ANCHOR ISA UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FOR USE IN STONE AGGREGATE "- CONCRETE ITIS A VERSATILE,HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE.TT IS AVAILABLE WITH A FINISHED HEX WASHER O '- HEAD IN I14%310'.Irr.SIB-ANO 314'DIAMETERS.THE WEDGE-BOLT ANCHOR IS A ONE.PIECE UNIT FORMED FROM THROUGH HARDENED STEEL WITH A FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHER A DUAL LEAD THREAD,AND A CHAMFERED c- TIP.THE CARBON STrR VERSION OF THE ANCHOR IS LNC-PLATED FOR CORROSION RESISTANCE WITH A SUPPLEMENTAL WEDGE-BOLT ANCHOR i c CHROMATE FINISH IN ACCORDANCE WITH ASTM B 633. GENERAL NOTES: r �n{ 1. THESE APPRO AL DOCUMENTS REPRESENT A POWER WEDGE-BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR THE , Ei o ISSUANCE OF A NOTICE OF ACCEPTANCE tNOAI BY MIAMI4:)AOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE(HVHZI OF THE FLORIDA BUILDING CODE 2D04 WITH 2005 SUPPLEMENT. �:V 2. ANCHOR INSTALLATION SHALL 8E MADE IN ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED INSTALLATION INSTRUCTIONS / SAO i AND THIS MIAMI-DAD E COUNTY BCCO NOTICE OF ACCEPTACE.THE WEDGE-BOLT ANCHOR HOLE MUST BE DRILLED USING A 3 - I 'B' >�' SPECIAL MATCHED TOLERANCE WEDGE-BIT.TO INSTALL THE ANCHOR,PRESS THE CHAMFERED TIP OF THE ANCHOR THROUGH THE FIXTURE I WO THE HOLE AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH.AS THE ANCHOR IS TIGHTENED INTO THE HOLE,THE REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THED WALL OF THE HOLE.rHE DUAL LEATHREAD IS FORMED WITH A HIGH HELW ANGLE FOR FAST ENTRY AND ADVANCING.A SPECIALLY DESIGNED RELIEF THREAD FORMED IN THE BODY OF THE ANCHOR ALLOWS EASY TIGHTENING.FOR EASE OF IDENTIFICATION AFTER INSTALLATION.THE HEAD OF THE ' A= LENGTH B=D I AME T E R. ANCHOR IS STAMPED WITH BOTH THE DIAMETER AND LENGTH ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE I • • 7. NO INCREASE IN ALLOWABLE STRESS FIRS BEEN USED IN THE DESIGN OF THIS PRODUCT, / •••••• • 4 THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION � • ••• 0 **go 06 • 5 USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIGI-123 OF THE FLORIDA ADMINISTRATIVE CODE •/ •••• ? - • E 6. ANY MODIFICATIONS OR ADDITI •••••• ONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS � • see* - so.: U is $ 000000 0 • n .0• • •00• 0 0000 • 0 000090 • 0 0000 0000 0000 Q $ TABLE No.1 WEDGE-BOLT ANCHOR-Allowable Loads. 000000 • • • 0000 m Anchor Embedment 2000 Psi'Concrete 3000 psi Concrete 4000 psi Concrete 5000 psi Concrete 6000 psi Concrete 006.6 669"1 • • LV Size / Depth Ten b. Sheor r Tension Shear Tension Shear Tension Shear Tension Shear 6• 0 0 6000 kD o (inches) (fiches) (pounds) (pounds) (pounds) (Pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (paunds) •••••• 0 0 ,I n m� 1 160 260• 260 390 335 520 375 560 415 600 0 0 0 0 T4s !-9y• X. 1/4 1-1/2 360 550 450 550 . 535 550 Sao 590 620 625 0 0 •0 0 0 0• ••go:, ' Si'• , 2 600 550. 795 550 995 550 1.115 64o 1,245 730 0 • • _ 0 %004 john W ICne 2-1/2 060 550 1.025- 550 1,765 550 1.240 640 11315 730 t-1/2 475_ e45 555 I,070 630 1.770 695 _ 1.440 760 1,710 TABLE No,Z WEDGE-BOLT ANCHOR-Allowable Spacing and Ed ADist•nc0. / • �1 u�,�',:w,e' DISTANCE FAIR FULL ANCHOR DIST FOR REDUCED ANC REO TION 2 750 1,110 065 1,190 900 1270 1.140 1.490 1.300 1.710 i CAPACITY(CdUcal Instance)' CAPACITY ANC (Minimum Distance)' FACTOR' 3/6 2-1/2 IA25 1.770 1,100 1.370 1.330 1,370 1.585 1.540 1.835 1.710 3 1,950 1.425 1695 1,455 1.9350 1,400 2.205 1.595 2,475 1.710 SPACING BETVEEN AKHORS - TENSION ltd 7 4d 0.50 .•' 0 3-1/2 • 1.875 1.475 2.205 t,535 2-935 1.590 2.025 1.650 3,110 1,710 SPACING BETVECN ANCHORS-SHEAR 12d ' 4.1 0.75-' Z 13 a EDGE DISTANCE - TENSION Bd y 3d 0.70 2 715 I.93t1 850 1,570 985 1,705 1.090 1.995 1,195 2,185 e r 2-1/2 1.025 1,6711 1.165 1,775 1300 I,B75 1.460 2.075 1.620 2.270 EDGE DISTANCE - SHEAR ' 12d/ 3tl 1/2 3 1.490 t•79a 1.715 1,945 1.950 2.095 2,150 2.185 2.345 2.270 / / $ 1- The listed values are the minimum distances required to obtain the load values listed in Table No- 1. 3-1/2 1.515 . 2,165 I,B20 2,220 2,120 2.270 2.550 2,335 2.975 2.400 'd'equals Anchor Diameter. When adjacent onchors ore different sizes or embcdments. use largest value oI 'tl 4 1.890 2765 2,525 2,220 3,155 2.270 3,155 2.335 3.155 2,400 2- The listed values are the minimum distances at which the anchor can be set• when toad values are adjusted appropriately. ,N I 2-i/2 BSS 1,800 1,020 2,255 1.180 2.705 1,455 3.030 1.725 7,350 3- Load values in the tables ore multiplied by the reduction factor -hen oncnors are installed t the -� 3 1.140 2.325 _ 1.495 2.690 1,645 3,055 2.045 3.305 2.240 3.550 m''m mum distance listed. Linear interpolation may be used for spacing or edge distances between the I a1 crilical and minimum distances. Multiple reduction factors for more then one spacing m edge distance ' R. /8 9 2.060 3.145 2b25 3,420 3,190 3.690 7.385 3.875 3.560 7,980 shalt be cotculaled separately and multiplied. / a` 5 3.325 3.750 3,940 4,010 4,555 4,270 4,095 4,355 5.215 4,440 i • t 3 LORD 3,005 1.750 _ 3.420 1.620 3.835 1,900 4,265 2,175 4.695 i 9 1.780 7.630 2.4 t0 4,590 3,035 5,550 3.270 5,630 3,505 5.705 p•RITA•UGT rieNCN t'V 3/4 v IUT OS/18 5 2,875 9.690 3,295 _ 5,400 7,755 6,lla 4,305 6.150 4,850 6,190 1.2�`` HiddlnB CW' 6 3,885 5.745 4,180 6,210 4,475 6,670 5,355 6.670 6,190 6,670 L•� Anrrprss4rt N. -O ^'!''O Er,¢r�Ias E t- Allowable Loads are based on Ultimate Load wdividedby o 4:1 safety tactor. 'I 5 2- Spacing and edge distance sha0 be in accordance ithh Table No. 2. -B7 1^^�¢. •-+••o R € - T Dh+aan 06_3E sheet I I HEAD PLATE DATE: 09/20/16 6" Y4"X3"X6" PL. INTO Y4*X2 2*ST - ___._____-- -- -� VISIONS _ 4" 1 EXISTING CONC. WALL p�p� WapEp DETAIL: 1" W/(2) 3/8"0 WEDGE ANCH05 TO HEAD PIPE ZOGIC 1 MIN. EMBEDMENT 3Y2" SECURED W/JJi'0 1_6 WEDGE ANCHOR cj 3" Z, (MIN. EMBEDMENT V21 1 INTO CONC. WALL h� " _; v ® 36' MAX O.C. _ PLATE DETAIL - a h co N ti �a 0o s o 6 2 y Ua O o x Q LACE STRUCTURAL Z BAR 0>> ELECTRICAL Z 1 �- PLU!r js,,NG MECFANICAL Z Oui u- '— 0 � N 0 W Q v 0 C) O w O Z >- Z Ln Lijo 0 FALL PIPE TO BE 1 "0 U.N.O. SHEET DESCRIPTION ISOMETRIC ' GENERAL NOTES( If applicable ) SHEET: 1 of 1 .6" - ALL.STRUCTURAL PIPES TO BE SCH. 40 GALV. STEEL A53-Fy=36 ksi •• ••• • • • • • •e •• -AIL ST�UC%RA� S;" P14TES TO BE STEEL A-36 - Fy= 36 ksi sc 2" : : ••: : : : : *AIt (UNQECSIQIQS :0 BE FUIsY WELDED 1'-E7018 ti • •• • ' • • `•• • . -0 ALAI- 1�ELP5 IREQ•WITH @ORROSION RESISTANCE COATING. UJ =� d v •a• ••e •so ••• : : ••• 4" X 2" X 4" PL. •• -:AlAf� SPf1il�CT S!GNE1.IN ACCORDANCE WITH: Z� �� INTO CONIC. OR F.B.0 2014 Z w GROUT FILLED CMU ... ••• A.S.C.E 7-10 r; lLi 3" • • • • � Q W1 (1) $ X 3 • • • • •�• ••EXPOS11RF� C`•.V= 11,�1API�•• Z� •• • • • • • • • • • .I�.C:9t� EDIj18N • • •• I= t 4 SLEEVE ANCHOR • •• • • • • • •• •• -•NO-RF#f ENGINEER OF 410 ERRO�� / OMISSIONS FOUND M " Q • • ••• • • • • • OR IF AtY PW OF THE DRAWINGS IS NOT UNDERSTOOD. � ^ z0 -j (TYP OF 2) 1" - CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING 0 cn a ••• • • • • ••• • ISOMETRIC • olS"4ED•(F@C ;3105.4.2.1)sv•PROVIDE PERMANENT LABEL L L -•FAB:C TQ gE1;CURRVT ItPA-701 FIRE CODE. • :so.: • • • • • • • • • • 0 • 9 • 6 • e- PLATE DETAIL •:• :• •o ••• .:. :• •: •: •.• :• •: •:•