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ACT-15-3Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231561 Scheduled Inspection Date: April 03, 2015 Inspector: Rodriguez, Jorge Owner: LONGMAN, PATRICK Job Address: 1499 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: BISCAYNE AWNING & SHADE CO INC Building Department Comments 1 AWNING CANVAS INSTALLATION Permit Number: ACT -1-15-3 Permit Type: Awnings/Canopies/Tents Inspection Type: Final Work Classification: New Phone Number (305)677-3046 Parcel Number 1122320320110 INSPECTOR COMMENTS False Phone: (305)577-0042 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225925. Metal columns within 5' of the waters edge should be properly bonded to the pool equipment. Electrical permit is required for the lighting on the awning. Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 03, 2015 For Inspections please call: (305)762-4949 page 29 of 32 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 ki Master Permit No. AUT j, Sub Permit No. gBUIWING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS [:]CHANGE OF F_� CANCELLATION EI SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I N E City Miami Shores a County Miami Dade Zia: Folio/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Lo�,-.� cc,t- ` Phone#: Zlq - L4 -3:7b Address: I4gq r -A t--- toa..l ' City: MIA iota zap I State: Zip: 3;> Tenant/Lessee Name: Email: CONTRACTOR: Company Name: o%0k,4i� Au,��irl(� I�G Phone#: Address: ����� N� �� ^ �JE,"wf—= City: i %,6 L i State: `L— Zip: Qualifier Name: &Wi2A-pjo k2Zf2 Phone#:�Z-- State Certification or Registration #: Certificate of Competency #: jQ100 Cj2Q i�? DESIGNER: Architect/Engineer:��Z Phone#: (U3=-�► Address: I:!) Nv\/ 4ZZ 'a 51?CC-F _ City: f, iL State: T1_ Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work:(I) kXI K'�;1 kAA 1S" Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ _ Technology Fee $. Structural Reviews $ (Revised02/24/2014) 80' CK CCF $ CO/CC $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $61 . 0(�_ 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 reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this --- day of 20 , by U o is ne�sonally me or who has prods! elr d as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature PZ�— - CONTRACTOR The foregoing instrument was acknowledged before me this day of20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Q Print: k -n J-L)A Seal: � r Notery Public State of FWdda Seal: �+� Notery Public state of FWrfde r �% Kevin Perez i' i Kevin Perez CV4 My Commission EE 169429 di My Commssaicn EE 169429 etv Expires 02/14/2016 or FacpiraS 02/14/2016 �xe+k�e�xx�wuee P r J ✓ Zonin APPROVED BY Plans Examiner g p)(3 `t l Structural Review Clerk (Revised02/24/2014) CTQB C mt ucWn Trades Qualifft BUSINESS CERTIFICATE OF COMPETENCY 000000387 WSCAYNE' AWNING & SHAQE CO. INC. D.B.A.:. EZ CON;a Is ceR€f2ed underthe provisions of Chapter 10 of Miami -Dade County PA A D® CERTIFICATE OF LIABILITY INSURANCE °�'�`"`eNn"' 10123/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVEOf AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERft AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(fes) must be endorsed. if SUBROGATION IS WAIVED, subject to the tarffm and conditions of the policy, -certain policies may require an endorsement A statement on this certificate does not coafer rights to the certificate holder to Ileu of such endorsement(s). PROD'(3135) 418-8411 (305) 418-8413 Westward Insurance Services, Ince 2500 NW'79th Avenue SIE T_ E �+ (3135) 418-8411 —"arc Nal (305) 418-8413 _ E41AIL A➢DRESS• N=S— Suite 283 -INSUREigmAFFORDINGCOVER=r: CiC INSURER A : AtlanCasualty Insurance CoMny Doral FL 33122 _ _ -INSURED INsuREaB:ranaInsurancCom( nY---_--•--------- _-� _- Biscayne Awning & Shade Co. Inc ANSURER C • Guarantee Insurance Cgm-Wny _ INSURERD: Biscayne Awning Corp INSURERE: 2333 NW Sth Avenue INSURER F IMiami. FL 33127 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL�'raR. TYPE OF INSURANCE IAODf. y I ..._....----......-_ ..,....-.--.___--,�C�F .. DOUCY LIMITS T POLICY NOM aER M I MoDIY7YY GE:JERALLtABWT! EACH OCCURRENCE i S 1. OQ•Q `tl A ; OM6tERCALGENERAL LiABtUTY j MAGE TNS D I S� O �S.iP?t } CLAIMS-IWAC£ ;� OCCUR ! I r MED EXP CA" amomam) 5 5,000.. i 1 1 : PERSONALBADVINJURY 5 L230000339 � o�r1112o1a . onll�aols • 1 1.090-0a9 • __ i r I GENERALAGGREGATE i S 2.0013.0-00 _ 6 1 AGGREGATE ULUT aPPUES PER- — I I TS j i PRODUC-COMPIOP AGG i 5 1�OQQ�000 p/F. . P^LICY • i AJECTAO- !LOC AUTOMOBILE IJABA.nY — _ I i Es amaemt U 18 OO,�w ' : ANY AUTO BODILY INJURY(Perpasw.1 : S B -• -- ALL OWNED SCHEDULED _ ,Aures ✓ Ausos ! _,-• OI IDFL00012851 011W/2014 :01!0912015 s SOCILYINJURY (Pertaoedentl; s —Z NGN-OWNED ' - HREDAUTOS �r'_j AUTOS I t PROPERTYD E i P.a M. I S j :S • UMBRELLA LIAR _... _ OCCUR _ t�EACH-OCCURRENCE ----'-S EXCESS LIAG •----- --�- _ CLAIMS-MAD81 I AGGAECvZTE I S I._ —___--- OE➢ r ' R_ETENTION S I 1 I I S WORKERS COMPENSATION � i7oRYitArAl' S ER ' AND ERPLOYERS LIABILITY V f N; 1,� . I OJ2&201 Q : =61201s ; I AW P*IOPRMTOWPARTNER/EX=UTIVE� I C-OFFlC5t?lMEMeER tJCC'..UtXJ ,,., NIA; ' , F 2�$7 i E.L.EACHACCIDENT S 1,000.0-00 IAcvRdaWrylaNHi i EL LEASE-EAEMPLOYEEi 5 J,DQQ,0QQ : D tPTtON OF RATsOWStlotow { i , E.L. or.EASE-Kuc'y uWT ! 5 1 Q 0 f DESCWPTIOR OF OPERATIONS /LOCATIONS I VEHICLES (AttacttACORB IDI. Additlmat Remarks Schedule. U mote apace Is mquimM Certificate Halder is listed as Additional Insured on the General Liability COverrage. Biscayne Awning & Shade Co., Inc. Lic. # 000 000 387 MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD 25 (201WOS) 1-+A14L:tLLA SNOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE TILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r Mayl(n Perez X, The ACORD name and logo are registered marks OACORD Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY CC NO: 000000387 BUSINESS NAMEMOCATION BISCAYNE AWNING & SHADE CO INC 2333 NW 8 AVE MIAMI, FL 33127 01 MC RECEIPT NO. EXPIRES NEW BUSINESS SEPTEMBER 30, 2015 7S087 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER TYPE OF BUSINESS BISCAYNE AWNING & SHADE CO INC SPECIALTY BUILDING CONTRACTOR MIAMI For more information, visit www.miamidede,gov/taxcollWill ectar Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY 495937 BUSINESS NAME/LOCATION BISCAYNE AWNING & SHADE CO INC 2333 NW 8 AVE MIAMI, FL 33127 OWNER BISCAYNE AWNING & SHADE CO INC Worker(s) 10 PAYMENT RECEIVED BY TAX COLLECTOR 175.00 09/25/2014 CHECK21-14-078855 LBT RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 495937 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RE 196 SPECIALTY BUILDING BY TAX COLLLECTORD CONTRACTOR 45.00 09/17/2014 000000387 FPPU11-14-017834 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt isnot a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with arty �vemmeataI or nongovernmental regulatory laws and requirements which apply to the business MIAM�The RECEIPT N0. above must be displayed an all commercial vehicles — Miami—Dade Code Sac Be -276. EM D For more Information, visit www miamidade ;ovHmollector Miami Shores Village Building Department 10050 N -E -2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No:,A G -r f ,- Page 1 of 1 Structural Critique Sheet CIO STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Mehdi Asraf f B..OM 3 LOT 11 100.00' 150.03' F R 511 NO R). . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... ERSCAYNE DRAINAGE CANAL .. . . . .. ... .. 75.00• (P) :.: : : : : :. FM. NAIL - NE 104th STREET _ 50.00 TD kl—w 1W ASPHALT ROAD 625.00' TO R/W TURN FlLE TdUMBER: LON.PA.06-13 WMALLSTATESURVEYORS.COM I PAGE 2 OF 2 ' Ke . . . . . . . . . . . ... . . ... . ERSCAYNE DRAINAGE CANAL .. . . . .. ... .. 75.00• (P) :.: : : : : :. FM. NAIL - NE 104th STREET _ 50.00 TD kl—w 1W ASPHALT ROAD 625.00' TO R/W TURN FlLE TdUMBER: LON.PA.06-13 WMALLSTATESURVEYORS.COM I PAGE 2 OF 2 ' • ••• • • • ••• f � _ _� _ `.` i (1 ' 6tm,ege Gare a -.Pertnera —_ _.. • • > • • • _ � • NE 10>k�Sl. • ���� arm t V NE 10711151 � ,� �..... - a e� I h TOm�deR�ee• • OUT. Shalee • NE10501St • • • • W 1041h M NE104th St ... •• IQEIld St •. •• •••. C� - • •,- i ••Y li I.. !r. ".� .'� N44 �� ffi liElp�s1 NEIGIMSt DATE: 06/19113 FILE NUMBER: LON.PA.06-13 PROPERTY ADDRESS :1499 NE 104TH STREET MIAMI SHORES, FL 33138 CERTIFICATIONS: LEGAL DESCRIPTION: SECTION: 32-52-42 COUNTY: MIAMI-DADE PATRICK LONGMAN LOT 12, BLOCK 3, OF RIVER BAY PARK ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 72 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FLOOD INFORMATION: COMMUNITY NUMBER: 120652 PANEL NUMBER: 0306 DATE OF INDEX: 09-11-2009 SUFFIX: L FLOOD ZONE: AE BASE FLOOD ELEV: 9.0 LEGEND & ABBREVIATIONS: GENERAL NOTES: THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AIC_____ R CONDITIONER Bn__—_._BENCHMARK OVERHEAD CABLES(OH) — OH — AND IS NOT WARRANTED BY ALLSTATE SURVEYING, LLC. OR THE SIGNING (c)___CALCULATED POLYVINYLCHLORIDE FENCE (P") SURVEYOR WHEN COPIED BY OTHERS. C.G..__.__CONCREtE GUTTER OR VALLEYED GUTTER UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING NOTES APPLY: C & o___.cuRB & GUTTER WIRE OR cEwN LINK FENCE (CLF) X • RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT AND POINTS CH.___.__CHORD C.M.E_.__.CANALMAINTENANCE EASEMENT WOOD FENCE (INF) — u ARE WITHIN 0AU POSMONALTOLERANCE CNA•• -__CORNER NOT ACCESSIBLE METAL FENCE (MF) • THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER CONC.--CONCH RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY D__._._._...DELTA (CENTRAL ANGLE) MASONRY OR CONCRETE BLOC( WALL MAY NOT BE SHOWN ON THIS SKETCH. D.E_._........DRAINAGE EASEMENT • UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS EOP._____EDGE OF PAVEMENT FC. ----- ...._FENCE CORNER FDH—_....-FOUND DRILL HOLE CONCRETE ' `' •' �` '' "�'' WERE NOT LOCATED. ' ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. (FLOOD ZONES: FE._._._—_FENCE ENDS OVERHANG(OlH) OR ROOF 'B•, •C', 'D• & "X' ARE NOT IN DESIGNATED FLOOD HAZARD ZONE AREA. FF_ OR �� • CENTERLINE OF THE FENCE. FENCE OWNERSHIP NOT R__._F UND ON PIP F�IFQL_._FOUND BON PIPFJROD FN._._._.__FOUND NAI �1� ® COMMUNICATIONS 13OX FENCE TIES ARE TO THE DETERMINED BY THIS OFFICE FN&D.__FOUND NAIL AND DISC ® CATCH BASH WALL TIES ARE TO THE FACE OF THE WALL FPkN---- FOUND PARKER KALON NAIL BASIS OF BEARINGS, IF ANY, ARE ASSUMED PER PLAT AND/OR LEGAL DESCRIPTION. LD_—__SURVEYORS IDENTIFICATION SEWER MANHOLE ' THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN CHATT--CHATTAHOOCHIE, EPDXY-STONE ccb UTILITY POLE (UNP) AID IN OBTAINING TIRE INSURANCE ON THE HEREON DESCRIBED PROPERTY. L--_ _ ---LENGTH LA.E____.Lm nED ACCESS EASEMENT LIGHT POLE (LP) NO ADDITIONAL WARRANTIES ARE HEREBY EXTENDED. ' THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7642 FOR A PERIOD OF 90 DAYS L.M.E___.._LAIE MAINTENANCE EASEMENT WATER METER W(�•—•---M FROM THE DATE OF CERTIFICATION. OB___ --OFFSET UTILITY ANCHOR I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY CHARGE (P)_.._•__._w.AT P.C_....__...POWT OF CURVATURE FIRE HYDRANT (FH) sTo P.C.C__—_PONT OF COMPOUND CURVATURE CtCENTER LINE WAS MADE UNDER MY RESPONSIBLE �4 P --------PLANTER OF BEGINNING AND TO THE BEST OF MY KNOWLEDGE AND BELIEF `tiY • atiI W '• ��,. P.O.B___PONT P.O.C_-PONT OF COMMENCEMENT PROPERTY UNE SAID SURVEY MEETS THE MINIMUM TECHNICAL 1 PRc-_--••..PONT of REVERSE CURVATURE j) WATER VALUE 7 CLEANOUT STANDARDS SET FORTH BY THE FLORIDA BOARD 4636 P T_ --POINT Or T REFERENCE MONUMENT PT_ -POINT TANGENCY R.._ — CORRjs Y, � BOX (CA•TV•) LLtl ® ELEVATRIC METER 9M OF PROFESSIONAL LAND SURVEYORS W CHAPTER CODE FURTHER, UMENT _R (R).___RECOEtO ISNISTRATIVE THIS D005.1-17 ELECTRONICALLY SIGNED AND R(W-----RIGHT-OF-WAY® F_LECTR IC BOX (FPL) SEALED PURSUANT TO SECTION 472.027, OF THE SIR—_.__SET 12° IRON ROD SND—__._SET NAIL AND DISC HANDICAP FLORIDA STATUTES AND CHAPTER &L17 OF THE ¢� � ® PLANTER OR PLANTED FLORIDA ADMINISTRATION CODE. i, VLORiTiA f' I'L®ANDA UUy_ __UTILITYEASEMENT (C) 2013 W.E__.___WATERS EDGE POINTS OF INTEREST SPECIFIES PONT OF INTEREST ELEVATION MARKER'VA/ ��)t S Ulld'Fy�9� SPECIFIES PONT OF INTEREST TREE (SIZE/ TYPE) BILL HENRY HYATT, JR LAND SURVEYOR FIELD DATE: 06/14/13 ❑PROFESSIONAL QR CODE ' I QR C STATE OF FLORIDA LICENSE NUMBER: 4636 SIGNED DATE 06/19/13 •L TREE (SIWTYPE) • TREE (SIZE/TYPE ) —' Allstate Surveying • © TIME (SIZE TYPE) / State of the Art Land Surveying & Mapping www.AllStateSurveroors.com 1844 N NOB HILL ROAD #429 PHONE (888) 669-0480 PAGE 2 pg3 FILE NUMBER LON.PA O6 13 SUNRISE, FLORIDA 33322 FAX: (888) . a 0 0 0 .: 0 900 0 Florida RE 4: 68447 13380 SW 128th Street, Miami, Florida 33186 - Arione -%W4# (IMM 71%=t -OAA -73 PROJECT: STEEL - AWNING S TRUC TUF?E— Patrick Longman 1499 NE 104 Street, Miami Shores, F1 33138 (CUSTOMER: Biscayne Awnings I DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 1CODES AND SPECIFICATIONS: AISC 9th Edition F.B.0 2010 A.S.C.E 7-10 1:0A4 I- PE. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PE. #68447 DEC 18 1014 CWS 1. • •••• •.'': ••• Florida P.E #•: 68447 " ' ' ' "' 13380 SW 128th Street, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 • • ••. . UCOl(91V (,I<.L / CKlf1 Qr fi/'f'L1GHfSLt G(JUtS" . . . . . EFFECTIVE AREA= 16 ft X 6 " ' = 96 ft2 Kzt= 1 - Section 26.8-2 ASCE 7-10 16 .. . . .. F.B.C2010 '•' '•' '•' '•' A.LS.0 9th EDITION •i• 24.71 psf •i• - A. S. C.E 7-10 And: Checldng Cantilever span : GCp(1)= -1.10 Fig. 30.4-2A - Using 96 WIND LOAD CALCULATIONS - Z < 60 fl` • • Gcpk(1)= 0.55 Table 26.11-1 - Partially Open Buldings . • P design = qh . (GCp - Gcpi ) '• x -40.8 psf - CRITICAL . •.• • '• WIND CODE= ASCE?-10 i•i i i• WINDSPEED= 105 MPH - FBC 2010 - 3105.4.2.1 ' ' ' ' ' " ' ' MEAN ROOF HEIGHT: Z= < 60 " ' ' ft ' ' ' "' " EXPOSURE CATEGORY= SIC" - FBC 2010 - 3105.4.2.1 50 Ks! EFFECTIVE AREA= 16 ft X 6 ft = 96 ft2 Kzt= 1 - Section 26.8-2 ASCE 7-10 16 ft Kd= 0.85 -Table 26.6-1 ASCE 7-10 Kz= 1.03 - Table 30.3-1 ASCE 7-10 113.1 x qh= 0.00256' Kz' Kzt Kd ` V2 - Section 30.3-1 3617.99 lb -ft 24.71 psf 8 And: Checldng Cantilever span : GCp(1)= -1.10 Fig. 30.4-2A - Using 96 SQF ft Gcpk(1)= 0.55 Table 26.11-1 - Partially Open Buldings P design = qh . (GCp - Gcpi ) 113.1 x -40.8 psf - CRITICAL 904.50 Ib - ft CHECKING LOADS COMBINATIONS. - ASCE 7-10 2 Live Load - L= 5 psf - DESIGN LOADS PER ASCE 7-10 Dead Load - D= 8 psf - DESIGN LOADS PER ASCE 7-10 Then W. -40.8 psf 43.42 Kip - in Assumming Fb = 0.66 1.- D= 8.0 psf 0.66 x 2.- D+L= 13.0 psf 33.00 Ksi 3.- D+0.75L= 11.8 psf 4: D+0.6W= -16.5 psf 33.00 Ksi Ksi Then 5: D.0.7rLw.ew- -12.7 psf 43.42 = 6: D.eow.so - -19.7 psf USE: W= -19.7 psf �J eB P.E.O C�C.� �. l:44wo,r LOAD ON CRITICAL RAFTER BEAM SPAN = 16= 0 33.00 CONSULTING ENGINEER W= -19.7 psf 5.75 It 13155 SW 134th STREET, SUITE 11119 -113.1 Wit MIAMI, FL 33186 LOAD ON BORDER CRITICAL FLAT BEAM BEAM SPAN = 111- 6" DIAM. PIPE SCH. 40 PHONE # (305) 253-9442 Rf= -113.1 Ib/ft6.16 It FLORIDA P.E. # 8447 -696.5 lbs > 1.32 LOAD ON CRITICAL COLUMN 1-1/2" DIAM. PIPE SCH. 40 - H= 81-0 THEN USE -19.7 psf ` 55 SQF -1081.5 lbs - TENSION 715.0 lbs - COMPRESION (13 psf Gravity Load) DEC 18 2014 DESIGN OF CRITICAL RAFTER BEAM SPAN =16'- 0 Fy = 50 Ks! - Using A600- GRADE C Checking span between supports: Span= 16 ft M= 113.1 x 256.00 = 3617.99 lb -ft 8 Checldng Cantilever span : Span= 4 ft M= 113.1 x 16.00 = 904.50 Ib - ft 2 Then M 43.42 Kip - in Assumming Fb = 0.66 ( Fy) = 0.66 x 50 = 33.00 Ksi Then Fb= = 33.00 Ksi Ksi Then Srqr = 43.42 = 1.32 in3 33.00 Then trywith : (1) STEEL BEAM H= 6"- 1" DIAM. PIPE SCH. 40 Sxx=1.89 In3 > 1.32 THEN USE (1) STEEL BEAM H= 6" - T' DIAM. PIPE SCH. 40 LE (344vffi 0 n racror 1.25 KL(in 112.50 KL/ r 181 Fa(ksQTab.3-36 4.56 1 Pa IbS 3648 . . ... . . . . .. . Florida RE # : 68447 Pa = 13380 SW 128th Street, Miami, Florida 11186,- Phone -Fax # (305) 253-9442 > DESIGN OF BORDER CRITICAL FLAT BEAM BEAM SPRN: 1: -IV. ; •; Then: A rq'd = 1081.47 / • Fy = 50 Ksi - Using *Of- 00WE C; : � � = 0.05 • • Span= 14 ft • ••• • • ••• • And 0.05 < M= 696.5 x 14.00 = 2437.62 Ib -ft 4 b: CHECKING WELDING CONNECTION COLUMN TO EMBEDDDED BASE PLATE Then " • • • • • •' • • • 29251.48 Ib -in • ••• • • • • •• • • • • M • • • • _ : Assummin Fb = 0.66 F " • • • • • • • • • 9 ( y) = 0.66 x 50 29.25 33.00 Kip -in Ksi Then Fb(Welding Elements)= = 33.00 Ksi Ksi Then Srqr = 29.25 = 0.89 in3 0.39 inch 33.00 x 3 Then try with: (1) STEEL BEAM H= 6" - 1" DIAM. PIPE SCH. 40 Sxx= 1.89 > 0.89 in3 < 4.71 THEN USE (1) STEEL BEAM H=S- -1- DIAM. PIPE SCH. 40 o.k DESIGN OF CRITICAL COLUMN 1-V2" DIAM. PIPE SCH. 40 - H= 8'-0 a- CHECKING COMPRESSION( CRlT1C4L) Fy = 50 Ksi - Using A600- GRADE C Type Load(Ibs)-Gravity Uplift(lbs) Heigth(FT) 1 715.00 1081.47 - 7,50 -�I k4j ���/ 1-12" DIAM PIPE SCH. 40 0.80 0.62 90.00 n racror 1.25 KL(in 112.50 KL/ r 181 Fa(ksQTab.3-36 4.56 1 Pa IbS 3648 Use for critical Column = 1-1/2- DIAM PIPE SCH. 40 Pa = 3548 > 715 Then: A rq'd = 1081.47 / 21600.00 = 0.05 in 2 And 0.05 < 0.80 O_K b: CHECKING WELDING CONNECTION COLUMN TO EMBEDDDED BASE PLATE Using 3/16" - E70XX Electrodes Then Length of Weld = 1.08 = 0.39 inch 0.928 x 3 Therefore: 0.39 inch < 4.71 inch o.k S.F= 12.12 Q- DESIGN OF CRITICAL CONCRETE DEAD WEIGHT Column load = 1081 lbs. Safety factor(0.6) = 1081 / 0.6 - Concrete footer required 1802 / 1802.4 lbs. Concrete footer Provided 1 150 12 cu. ft. (Concrete unit weight 150 lbs) x 3.1416 x 3_8 THEN USE 1'-0 DIAM. X DEEP = 8'-10" CONCRETE DEAD WEIGHT 12 cu.ft. d.- CHECKING BASE PLATE Critical Tension= 1081 lbs Per Each Plate Try using (3) 1/2" Wedge Bok Anchor( Min. embed. 3-1/2') per plate -See Attached NOA -CONCRETE WALL Spacing Between Bolts= 6 < 6 in 100°A - FULL DESIGN Edge distance= 6 > 6 in 100% - FULL DESIGN SHEAR Ru= 2220 x 3 x 100% 6660 lbs > 1081 lbs Then use: (4)1/2" Wedge Bolt Anchor(3-1/2" Emb.) per Plate. In"" t C144,14, P E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PF. #68447 DEC 18 2014 PRODUCT DESCRIPTION: THE WEDGE -BOLT ANCHOR IS A UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FOR USE IN STONE AGGREGATE CONCRETE IT IS A VERSATILE, HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE IT IS AVAILABLE WITH A FINISHED HEX WASHER ,o HEAD M 114', 318•, 17r, 518' AND 374' DIAMETERS. THE WEDGE -BOLT ANCHOR IS A ONE-PIECE UNIT FORMED FROM THROUGH m HARDENED STEEL WITH A FINISHED HDI HEAD FORMED NTH AN INTEGRAL WASHER, A QUAL LEAD THREAD, AND A CHAMFERED TIP. THE CARBON STEEL VERSION OF THE ANCHOR IS ZING -PLATED FOR CORROSION RESISTANCE WITH A SUPPLEMENTAL o CHROMATE FINISH IN ACCORDANCE WITH ASTM B 833. .+ GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A POWER WEDGE -BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -RADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS MIAMI -DARE COUNTY BCCO NOTICE OF ACCEPTACE THE WEDGE -BOLT ANCHOR HOLE MUST BE DRILLED USING A SPECIAL MATCHED TOLERANCE WEDGE -BIT. TO INSTALL THE ANCHOR, PRESS THE CHAMFERED TIP OF THE ANCHOR THROUGH ' THE FMTURE IM'O THIPAD E, AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH. AS THE ANCHOR IS TIGHTENED INTO THE HOLE•RiDREVERSE PARABOLIC DLOLL LEAD THREADS UNDERCUT THE WALL OF THE HOLE THE DUAL LEAD THREAD IS / FORMED WITH .#" HOJX ANGLE FOR FAST IINTRYAND ADVANCING. A SPECIALLY DESIGNED RELIEF THREAD FORMED IN THE � • &%I OF THE ANCHOR ALLOWS EASYRIGWENINS. FOR EASE OF IDENTIFICATION AFTER INSTALLATION, THE HEAD OF THE ' ANCHOR IS STA4I4PED WITOBOTH THE DIRMETER%m LENGTH. ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE 1. � • TAB INCREASE 1111 ALLOWABLE STV IVS BEt4 USED IN THE DESIGN OF THIS PRODUCT. J • 44.THESE APPROVAL•DOCUMENTS ARO IC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION. I • 11A OF THESZAPTIITAIL DOCUME&A&VAtOMPLY WITH CHAPTER 01615-23 OF THE FLORIDA ADMINISTRATIVE CODE. / E • 8 •ANY MODIF1l�7fSIS TSR ADDITION1?1t% %PPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 00410 •••• 094/9 .... • ...... r 0 No .1 • 000410 • WEDGE -BOLT ANCHOR -Allowable Loads. SPACING DETVEEN ANCHORS - TENSION 12d X Anchor Embldment leci psi i0ncreb• 3000 psi Concrete 4000 psi Concrete 5000 psi Concrete BODO psi Concrete �I �ze 7 `inches)Iches? Djp4lt Tension jpounds) Ghear ({munds) ension (pounds) Shear (pounds) Tension (pounds) Shear (pounds) Tension (pounds) Shear I (pounds) Tension (pounds) Shear (pounds) 1 180 260 • 260 ' 390, 335 520 375 560 415 600 1/4 1-1/2 360 ' 550, 450- 550. 535 550 580 590 620 625 2 600 550 , 795- 550 985 550 1,115V1,315 5 730 2-1/2 880 550 1,025 • 550 1,165 550 1,2405 7301-1/2 475 845 555 1,010 630 1,170 695 0 1,7102 750 1,110 865 1,190 980 1,270 1440 0 1,7103/8 2-L2 1025 1,370 1,180 1,370 1,330 1,370 1,585 5 1,7103 1,450 1,425 1,695 1,455 1,935 1,480 2,205 75 1,7101,875 1,475 2,205 1,535 2535 1,590 2,625 0 1,710 2 , 715 1,430 850 1,570 - 985 1,705 1,090 1,945 1,195 2,185 i 2-L2 1,025 , 1,670 1,165 1,775 1,300 1,875 1,460 2,075 1,620 2,270 1/2 3 1,480 , 1,790 1,715 1,945 1,950 2,095 2,150 2,185 2,345 1 2,270 3-L2 (,SIS 2,165 11820 2,220 21120 2,270 2,550 2,335 2,975 1 2,400 4 1,890 2,165 2,525 2,220 3,155 2,270 3,155 2,335 3,155 2,400 1 2-1/2 855 1,800 11020 2,255 11180 2,705 1,455 1 3,030 1,725 3,350 5/8 3 1,140 2,325 1,495 2,690 1,845 3,055 21045 3,305 2,240 3,550 4 2,060 3,145 2,625 3,420 3,190 3,690 3,385 3,835 3580 3,980 5 3,325 3,750 3,940 4,010 4,555 4,270 4,885 4,355 5,215 4,440 1 3 LOBO 3,005 11350 3,420 1,620 3,835 11900 4,265 2,175 4,695 3/4 4 1,780 3,630 2,410 4,590 3,035 5,550 3270 5,630 3,505 5,705 5 2,835 4b90 3,295 5,400 3,755 6,110 4,305 6,150 4,850 6,190 6 3,885 5,745 4,180 6,210 4,475 6,670 5,355 6,670 6,190 6,670 I- Allowable Loads are based on Ultimate Load divided by a 4:1 safety factor. 2- Spacing and edge distance shall be in accordance with Table No. 2. WEDGE -BOLT ANCHOR pn llwwww A= LENGTH B=DIAMETER TABLE No. 2 WEDGE -BOLT ANCHOR - Allowable Swing and Ed a Distance. / DISTANCE FOR FULL ANCHOR DISTANCE FOR REDUCED ANCHOR REDUCTION CAPACITY (Critical Distance) I CAPACITY (Minimum Distance) 2 FACTOR3 SPACING DETVEEN ANCHORS - TENSION 12d X &7VEEN AYR -SHEAR ' 12d " EDGE DISTANCE - n3MMN 8d y LEMM50,1SPACA'G EDIS DISTANCE - SfiAR 12d 1- The listed values are the minimum distances required to obtain the load values listed in Table No. 1. 1 d' equals Anchor Diameter. When adjacent anchors are different sizes or embedments, use largest value of V. 2- The listed values are the minimum distances at which the anchor can be set, when load values are / adjusted appropriately. 3- toad values in the tables are multiplied by the reduction factor when anchors are installed at the minimum distance listed. Linear interpolation may be used for spacing or edge distances between the / critical and minimum distances. Multiple reduction factors for more than one spacing or edge distance v shall be calculated separately and multiplied. / Ep17)PUCT' ROVE4V;:0 en eutaplYA,O vrD� �9r F4..1.. Hohiing Cade fr Y+sprawx NoQ- U U! /O E�StlmLa' / l.es•2a,. I'Jlvkke+ 2�^8 Q�Q� r= O LW 61 m G�z I � Lit W UJIt�L John W. KneZ vlrh Nmmw&WL H Ueena! No. vE OP1,?61 �87 CHAPTER 30 WIND LOADS — COMPONENTS AND CLrtil)DW.G++e • + �i ; r .. ;.: .. • . .•. h5 60 ft. figure 3'0.4-2A .. Extemal+Pressure��"deenC�, - Enclosed, Partially Enclosed Buildings + • •• • . ;'+ GOI&Aods a <_ 7° �F CL U C •U W 0 U N H d a Ca C CD x LU a i 10 100 -28 •1 8 •0.9 +0.2 .0.3 •• • • • •• •e• •• e .. h 10 100 1 _ _ • = M -„-- -- r -1V M -- i .,----- `Q -,-- -- ���a� moi• M �� \►���M KIN M mmmm —UM���� 1 . _-----. —��M�M -��N�M 1 —�--�-N . -MMMMMM MMMMM -28 •1 8 •0.9 +0.2 .0.3 •• • • • •• •e• •• e .. h 10 100 1 _ _ • = M -„-- -- r -1V M -- 1 --�- -M `Q -,-- -- ���a� moi• M KIN M mmmm -2.8 •1.1 -0.8 1 10 'T 50 100 200 5001000 (0.11 (0.9) 09; (4.61 19.3) (18.6) (46.5)(92.9) Effective Wind Area, ft (nn ) n 10 20 50 100 200 5001000 (0.1) (0.9) (1,9) (4,6) (9.3) (18.6) (46.5)(92.9) Effective Wind Area, ft2 (rr ) Notes: I. Vertical scale denotes GCp to be used with gti. 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 maximum positive and negative pressures. 5. If a parapet equal to or higher than 3 ft (0.9m) :s provided around the perimeter of the roof with 0 S 73 the negative values of GCp in Zone 3 shall be equal to those for Zone 2 and 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 dimension or 0.4h, whichever is smaller, but not lesstllan either 4% of least horizontal dimension or 3 ft (0.9 m). h: Eave height shall be used for 0 S 101 . • 0: Angle of plane of roof from horizontal, in degrees. 336 GENERAL NOTES: - ALL STRUCTURAL MEMBERS TO BE SCH 40 GALV. STEEL PIPE A53-Fy= 36 ksi - ALL CONNECTIONS TO BE FULLY WELD TYP - ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2010 FLORIDA BUILDING CODE AND ASCE 7-10, V=105 MPH, Exposure = "C" - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. - CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING IS ISSUED (FBC 3105.4.2.1) - ALL STRUCTURAL STEEL TO BE A-500 GRADE B - THE AWNING MUST BE ATTACHED TO THE EXISTING CONCRETE SLAB BY OTHERS. - S❑IL C❑NDITI❑NS AT THE SITE ARE SAND AND ROCK WITH MINIMUM S❑IL BEARING CAPACITY = 2000 PSI CRITICAL GRAVITY BEARING LOAD < 2000 PSI C-0Ni54:ZETE PMAP VVEIe"T- wl'—o X PEEP — V—Id' ROOF 0 AV\/N INC— G6;VEi_1=1D ol > —5O42 �3 q _P t _ 8" X 3" X }" PLATES AITAGFim TO GONGRETE WALL W/(2) J" WEDGE P47 -7 - MIN. Emg5r-P 3 1/2- -1 /2" - 3" I- 4 0 p 6" 1 0 F 6" X 3" X }" PLATES ATTAGYfED TO GONGRErE WALL W/(2) i" WEDGE POLT MIN. EM ED 3 1/2" Rf TAIL G �6"—{ 0 0 6. o O o 6" X 8" X J" PLATE ATTAGFiED TO GONl RETE r�-LAt'S 2•—O•• W/ 3/8" X 3-1/2" MIN. EJvf» WEDEIE BOLT Atslio RS DETA I L I7 2- r 2" X 2" X }" PLATE ATTAe-HED TO WOOD BEAMS W/ 3/8" X 2" MIN. E,A EP REVISIONS I BY CG W 0 tn Q ad C7 D Z � 3 Q N t W co Ch Z 3� m >. Z N cM O Fn N co QLU WM H Z U W O O w I;t X Z O 0_ aOfEL Q 3/8" X 2MININWESMoen SHEET DESCRIPTION 71- R I" PIPE IN ro WOOD De~q ISOMETRIC SHEET: 1 of 1 e 1. e441;.'lo, PE CONSULTING ENGINEER 13155 SW 134th STREET, SUITE # MIAMI, FL 33186 PHONE # (305) 253-9442 FLOFW,AP.,&fif68447 `fi1AR 0 2 20W- 19 Y • • s•• • • • ••• — ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. • • • •• — ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2010 FLORIV• • • • • • • BUILDING CODE AND ASCE ' 7-10, V=105 MPH, Exposure = "C• • • • • — NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND • • • • • • • OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. •• • • • • • — CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING IS ISSUED (FBC 3105.4.2.1) — ALL STRUCTURAL STEEL TO BE A-500 GRADE B — THE AWNING MUST BE ATTACHED TO THE EXISTING CONCRETE SLAB BY OTHERS. - SOIL CONDITIONS AT THE SITE ARE SAND AND ROCK WITH MINIMUM SOIL BEARING CAPACITY = 2000 PSI - CRITICAL GRAVITY BEARING LOAD < 2000 PSI 0 fa g,. ar oI—I/2" PIPE T rP. GOLL.rMN ~3 C6 - m 4' „ g,l ALL PIPES TO BE 01" SCH. 40. U.N.O t,ONaRETE PEAP vvEIC�FiT 0I' --v x PEEP L 3" r 4 6" IS. X3 X PLATES ATTACHED TO cONYAiErE WALL W/(z) j- WEDGE P61 --r MIN EMDED 3 1 /2" NAIL f5 L3"r 0 1 F B- x 3- X A" PLATES ATTACHED TO CONCRETE WALL W/(2) !j- WEPC EDOLT MIN. EMM® 3 1/2" DETAIL G 0 0 6. o O o 1 6- X 6- X :I" PLATE ATTACHED TO GONGf2ETE SLAB 2'-0 W/ 3/13" X .3-1/2" MIN. "eM>3 WEDGE IIOLT ANCHORS REVISIONS I BY CG La cl: m O G F— 0 O m 8% U w N v z o Ua W Q �s a, _Z N Z Q N 3 L LL °O � } 3 Q U 'M <O pp CCV < Q 17-m <W wCO Z U LL 00 w v � 0 O �LU Z O aw Q SHEET DESCRIPTION TRIC ,ry SHEET: 1 of 1 w�u u Z CO Q� _` � J ao Uv) a v in W M ti GENERAL NOTES: • • ••• • • — ALL STRUCTURAL MEMBERS TO BE SCH 40 GALV. STEEL PIPE A53—F)r— 36 ksi — ALL CONNECTIONS T�FULLY • • a ••• TYP • • • • • • • • ••• • • — ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. • • • •• — ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2010 FLORIV• • • • • • • BUILDING CODE AND ASCE ' 7-10, V=105 MPH, Exposure = "C• • • • • — NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND • • • • • • • OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. •• • • • • • — CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING IS ISSUED (FBC 3105.4.2.1) — ALL STRUCTURAL STEEL TO BE A-500 GRADE B — THE AWNING MUST BE ATTACHED TO THE EXISTING CONCRETE SLAB BY OTHERS. - SOIL CONDITIONS AT THE SITE ARE SAND AND ROCK WITH MINIMUM SOIL BEARING CAPACITY = 2000 PSI - CRITICAL GRAVITY BEARING LOAD < 2000 PSI 0 fa g,. ar oI—I/2" PIPE T rP. GOLL.rMN ~3 C6 - m 4' „ g,l ALL PIPES TO BE 01" SCH. 40. U.N.O t,ONaRETE PEAP vvEIC�FiT 0I' --v x PEEP L 3" r 4 6" IS. X3 X PLATES ATTACHED TO cONYAiErE WALL W/(z) j- WEDGE P61 --r MIN EMDED 3 1 /2" NAIL f5 L3"r 0 1 F B- x 3- X A" PLATES ATTACHED TO CONCRETE WALL W/(2) !j- WEPC EDOLT MIN. EMM® 3 1/2" DETAIL G 0 0 6. o O o 1 6- X 6- X :I" PLATE ATTACHED TO GONGf2ETE SLAB 2'-0 W/ 3/13" X .3-1/2" MIN. "eM>3 WEDGE IIOLT ANCHORS REVISIONS I BY CG La cl: m O G F— 0 O m 8% U w N v z o Ua W Q �s a, _Z N Z Q N 3 L LL °O � } 3 Q U 'M <O pp CCV < Q 17-m <W wCO Z U LL 00 w v � 0 O �LU Z O aw Q SHEET DESCRIPTION TRIC ,ry SHEET: 1 of 1 w�u u Z CO Q� _` � J ao Uv) a v in W M ti