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ACT-15-781Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-231750 Permit Number: ACT -4-15-781 Inspection Date: June 04, 2015 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez, Jorge Inspection Type: Final Owner: NEWBY, BENNY & ADA Work Classification: New Job Address: 102 NE 106 Street Miami Shores, FL 33138-2037 Phone Number (512)863-4399 Parcel Number 1121360050080 Project: <NONE> Contractor: MEGA AWNINGS INC Phone: (305)681-7727 Buildina Department Comments INSTALL NEW AWNING FOR 2 DOORS AND 3 Infractio Passed Comments INSPECTOR COMMENTS True WINDOWS Inspector Comments Passed ,F Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 June 04, 2015 Page 1 of 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Ic Phone: (305)795-2204 Project Address Parcel Number Applicant 102 NE 106 Street 1121360050080 BENNY 8, ADA NEWBY Miami Shores, FL 33138-2037 Block: Lot: Owner Information Address Phone Cell BENNY & ADA NEWBY 102 NE 106 Street (512)863-4399 MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone MEGA AWNINGS INC (305)681-7727 In Review Approved:: In Review Denied: of Work: INSTALL NEW AWNING FOR 2 DOORS AN Additional Info: >ification: Residential Color Approved: In Review: In Review Comments:: Code Approved:: In Review Denied: Scanning: 4 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $100.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $40.00 Plan Review Fee (Engineer) $40.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $40.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $445.80 Valuation: $ 2,492.00 Total Sq Feet: 26 Pay Date Pay Type Amt Paid Amt Due Invoice # ACT4-15-55085 04/06/2015 Credit Card $ 50.00 $ 395.80 05/28/2015 Credit Card $ 395.80 $ 0.00 Availahla Insoections: Inspection Type: Final Foundation Review Planning Review Building Review Building Review Building Review Structural Review Structural Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cKify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aPC AM)ig, uthermore, I authorize the above-named contractor to do the work stated. May 28, 2015 AuthQrrited Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 28, 2015 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 BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 60 Master Permit No.4r--T Z Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: ??/ l3D Folio/Parcel#:��_?�,,�r��LS. _ 0® kp Is the Building Historically Designated: Yes NO C1I70 L` Occupancy Type: ld Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ff 9W A(I L _ jAF=R2gt Phone#:.91- -Z6 3- *;F?Q Address: 0 City: xdg f 2&X& State: ff:W 10 Zip: ?3/ Tenant/Lessee Name: Phone#: Email:-AMKOAMAO &rAAL• c f�G( CONTRACTOR: Company Name: Phone#:` Address: 19(1 -�F- t l is City: Com\ w�1� State: n cid Zip: Qualifier Name: V-ov�'-" Phone#:�� State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: -7,yh"j � ewa' vv '' Phone#: 4-j!j Address: 701ks Lie City: 5>3 Stater. Zip: Value of Work for this Permit: $ �� c� • �' Square/Linear Footage of Work: o� �" 6 Type of Work: ❑ Addition [R Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W' N UJo S ®00 5 -ALU N w1.Ly Specify color of color thru tile: _SyNb y,ZE7'A Submittal Fee $ Sy'C�C� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Rev1sed02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ �� � - 0 a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Qty 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 a eeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bra h e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commen m nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th abs nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature —.I/ OWNER or ,WE The foregoing instrument was acknowledged before me this 12 day of M 4�ra CA-( 20 by Zoe t�q Nk who is personally known to me or who has produced % I l> as identification and who did take an oath. NOTARY PUBLIC: (Revised02/24/2014) The foregoing instrument wfs acknowledged before me this day of t-k"6A . , 20 l Y , by Ey,m4 ib M C)A\,-- , who ' rsonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: "" """s' Print: F CO TORRES ': ";i my C;vmm1SSMNTFF03Wi Seal: EXPIRES July 25, 2017 `4 l�' rr WCTZoninExaminer g ural Review Clerk CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 07BSOI223 MEGA AWNING INC D.B.A.: MO RALEdERNESTO O Is certified under the provisions of Chapter 10 of Miami -Dade County local Busi new Tax %cei pt Miami❑DadeCounty, State of Florida MNS IS NOTA BUDDO NOT PAY 6147938 BUSINESS NA N EILOCA TION MEGA AWNING INC 1799 E 11 AVE H t'kLEAH, FL 33010 OW NER MEGAAWNING INC WOrkegs) RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 6411409 Must bedlsptayed at placeol bushew Pursuant to County Code Chapter BAQArt. 9& 10 SEC. TYPE OF BUSINESS FAYW ENT RECEIVED 196 SPECIALTYBULDWG BYTAX COLLECTOR CONTRACTOR 45.00 07/012014 07BS01223 0230-14-004818 BdsLocal Businew lair Race 4l oNy comms pWrat ofthe Local Budrms Tax.ltleRmdpt IS rlot aNce5ft peMt,oraceMaatlonofftrddersqual[ Cadotl5todobusirless.Holdernldcm*with8VgOvetrMON crmmjmmmwM reNatorylaxrsaMrWArenobwttcheoytonfebeir s. TheFBMPit4O at>memsl becUsplayedonatl cwmlercld veticlesaMlMcDmP-,Om eSec Bad/& ED Rxmore bft.rllatlen.visitwww.WMdaftmmdtaxcdlec Municipal Gontractor'sTax Receipt M iam Made County, State of Florida C WISIS NOTA BILL =NOT PAY CCNO: 07BW1223 BUSINESS NA kt ElLOCA TION RECEIPT NO. 1799 799 E 91 AEWMNG (NG NEW BUSINESS 1 HWB*I, R 33010 7451613 lvl�u.10 EXPIRES �TEMBER 3©,2015 9b4dt wayo awmeot business Pursmd to oouMy Code ChapferBA aATL 9& 10 OW NER TYPE Of BUSINESS MEMARNINGINC SPB]/IL7YBUIltIlNGcomp PAYtdENT RECEIVED BYTAX COLLECTOR 175.00 07/01/2014 0230-14-004818 maRlr M= b tomladOR VWt WWW miamfdac�aovRactdletta Local Business Tax Receipt Miami—Dade County, State of Florida THIS 1S NOTA BILL -DO NOT PAY LBT 6056428 BUSINESS NAMEADCATION RECEIPT NO. EXPIRES MEGA AWNING INC RENEWAL SEPTEMBER 30 2015 1799 E 11 'AVE 6317895 Must H RLEAH, FL 33010 be displayed at place of aushtnss Pursuant to County Cie Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENTRECEtdED MEGAAWNING INC 206 MFG/RECYCLING/PROC ByTAxcouacrw ESSING 45.00 07101/2014 Employee(s) 2 0230-14-OD4818 ThIsLocal Bunt®oss Tax Receipt only coduss, payment of** Local BaslommTex.Tho Receipt Is net a lieeasn, permit, or a cettl5oodou of the bolder a quali8cadons,to do business. Halder must comply with oay yeceameatal or smyovernmental "Flatery laws and retlnBements wbieb apply to the basiaeay. The RECUP17 NR above mast he displayed on a8 commercial vehicles -Wami-Bade Cade Seo 84-276. For mate latormades.vinttwwwmiamidad4g taxcallestor CERTIFICATE LIABILITY INSURANCE - _ j 03/13/16 _ THIS CERTIFICATE IS ISSUED AS A RATTER OF INFORMATION ONLY ARID CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER i Hls I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SL AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. nnrvrc r AN 1: IT me ceTURC a ROICW IS an AUDITIONAL INSURED, the pollcy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to rite terms and conditions of the potiey, certain policies may require an endorsement A Statement on this certificate does not confer rights to the cerdlicate holder In lieu of such endomementis). PRODUCER The P & P Insurance Agency, Inc. 14619 SW 56 St Miami, FL 33175 Phone 3 559-7942------ Fax_(305)559-7944 Maga Awning Inc. 11799 E 11 Ave Hialeah, FL 33010- (305)681-7727 EVELYN PEREZ eveiyn®pandpinsw,ance.com INSURERg: ATLANTIC CASUALTY INS. CO. INSURERS: SOUTHERN INSURANCE CO INSURERC: INSURER D: -- - - ---- -- — - INSURERE�-------- INSURER F: GUVEBiAtsICS CERTIFICATE NUMBER: _ _ _ REVISION NUMBER: j THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 14 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. ; LTR . TYPE OF INSURANCE ( POLICY EFF POLICY EXP -- - - S--- - — -- � POLICY LIMITS '-- - GENERA/ LU6BILITY 1 EACH OCCURRENCE _�-� COMMERCIAL GENERAL LIABILITY DAfiAAGE TO RENTED 10 — aRF�ISEs /Ea omtre>�I : S 0,000.00 i C C CLAIMS -MADE Cd OCCUR Y N 04 2131-1 5,000.00 A L000IviED EXP (Ary arm frersan) S { 09/12/2014 09/12/2015 . —PERSONAL SADV INJURY S 1,000,000.00 GEWL AGGREGATE LIMIT APPLIES PER I -POUCY L; C LOC i AUTOMOBILE LIABILITY — i ANY AUTO C AALL UTOSWNED C auTosuLED NONE ❑ HIRED AUTOS El qUT'OgwNED El Y�-- UMBRELtAL1A8 C OCCUR EXCESS UAB J CLAIMS ••• •` I PdOTVE WORIURS COMPENSATION I AND EMPLOYERS' Ltasu T1f YIN [Y! ` - �N I A/ N I PWC009398 I NONE GENERAL AGGREGATE ---(S 2 PRODUCT'S - COMPIOP AGG S 2 DED ! COMBINED SINGLE LIMIT --- BODILY INJURY (Per person) BODILY INJURY (Per aceideat� S — ! PROPERTY (Par acrMertn_- � I EACH OCCURRENCE 5 — - AGGREGATE S i _]wC STATU- 0 OTH --- -- -- �ORY LIMBS ER !03/11/2015 `0 3/1 1120 1 6 E.L.EACHACCNIBJT ` S 100,000.00I ! E.L. DISEASE -EAEAIPLOYE—Ej S. 500,=.00 —_ OISEASE-POUCYLIMIT! S 100,000.00 DESCRIPTION OF OPERATTONSI LOCATIONS I VEHICLES (Attach ACORD 1e1, AdditicnW Remarks Schedule, U mare soave la raquiMd) AWNING INSTALLATION L CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Ave Miami Shores FL 33138 ACORD 25 (2010105) OF I CANCELLATION ;— — SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE t THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. t V AUTHORIZED REPRESENTATIV — i LEONOR E PERE 0 1988-2 Q ACORD RPORATION. All rights; reserved. The ACO name and logo we regishwed marks of ACORD Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No:4cl- t1c tt 'XAd Structural Critique Sheet A- LV" ,n.L 0 fxc..fv GtO� Page 1 of 1 Com' L --------------- ----------------- 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 MEGA AWNING ISSUED TO: 1799 E 11 AVE HIALEAH, FL 33010. BE : 85456 03-31-2015 THIS CERTIFICATE OF COMPLIANCE IS ISSUED TO VERIFY THAT, THE ITEMS OR AREAS DESCRIBED i, ., TIES CERTIFICATE HAVE TREATED ♦ a D�srptiain ofit�1, :'tore, etc. e •• • 2 v ;YARDS SUNBRELLA FANCY GREEN, TREATED W/FLAMECOAT • •": N.F.P.A. 701 SMALL SCALE, CLASS A. A.S.T.M.E-84 FLAME SPREAD: 10 SMOKE DENSITY: 25, • "s ` •AFTER FLAME AVERAGE:0.0 sec CALIFORNIA TITLE 19 SECTION 1237 CALIFORNIA TB 117E -*g- • • • • PERMENANT TREATMENT/WILL NOT WASH OFF FOR INTERIOR & EXTERIOR USE 15 ... - • Oslo's - 03-31-2015 CA sees• • •• •••• e • •••• Director GA-noi.0i vr. -1201.01 (Genera) . Note: Fabrics and/or materials described on this certificate are intended for interior use unless otherwise stated. Due to the number of external forces that can diminish flame retardancy, this fabric should be Aeric ally retested to insure it retains its effectiveness. We do not warrant the length of time that the fabric remains fire retardant. We do state that when it leaves our facility, it meets the stated code. Certificate void if material is exposed to open flame or extremely hot lights or electrical wiring. J MIAMI FLORIDA 33126 ,� SURVEY No. 13-0001161-2 TELEPHONE. (305) 2642660 ..FAX. (305) 264-0229 LAND SURVEYORS SHEET No. 2 of 2 DRAWN BY.• AL. BOUNDARY SURVEY SCALE =1" = 20' SURVE'YOR'S NOTE. A) Asphalt Drive Encroaching onto Right-of-way on the West side of Property. B) Wood Fence Encroaching onto Subject Property on the East side . C) Overhead Utility Line Encroaching onto Subject Properly on the South side . 0000.. •0000. • •.•••• • e ..••• ••••• • 0 ..•.•• • • 0000.• a N N 22' PWY 75.18' .., ; •• ' •* ''5: CONC. SWK NO CAP 0 N N . IN R=25.00' � L=39.41' Tan=25.14' F.N. A=90018'44" CH=35.45' B.C. NO ID. F.I.P 314" NO CAP J,� I-- - �___ 22' PWY 75.18' .., ; •• ' •* ''5: CONC. SWK NO CAP 0 N N . IN F.N. NO ID. TILE _-PORCH Zz 17.00' 22.26 21.30' PL c 14 14.50' • D N � 3.]65 .n ONE STORY RES. # 102 ' WATER .i PS PUMP LOT- 8LS -�pNj 14 BLOCK - 201 .70' N11.10' • •, 2.35' 9.70' .S ooNs C o p 15.6'7 o N 12-40' 1 10.67' O 13.60' g u; ZLL J _J© C.S. ci 0 24.50' o POOLPOOL M N PUMPQ 77 Co r, N P T: U. P. r d N LOT -9 BLOCK - 201 ba.xt ' SURVEYOR'SN OTE: There may be Easements recorded in the Public Records not shown on this Survey. The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. LOT -7 BLOCK - 201 RIP LOT -10 BLOCK - 201 6682 N.W. 7TH STREET, SUITE 202 Inc.0001161-3 MIAMI, FIL 33126 TELEPHONE: (305) 2114-2660 Nova Surveyors, l J LSURVEY NO FAX: (306) 264-0229 DRAWN BY: AA. LAND SURVEYORS SHEET NO 1 of _ 2 SURVEY OF LOT 8, BLOCK 201, OF DUNNING'S MIAMI SHORES EXTENSION NO.1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 51, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 102 NE 106 ST, MIAMI SHORES, FL 33138 FOR: BENNY L. NEWBY &. ADA M. NEWBY LOCATION SKETCH Scale 1" = NT. S. IVE /D 6r" SUBJECT PROPERTY lk 75' ~ t � 1 / 6 I7 1� h m N z • 30' `75.28 l 75' ABBREVIATION AND MEANING A = ARC AIC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. =BENCH MARK B.O.B. = BASIS OF BEARINGS C =CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL= CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.1 P. = FOUND IRON PIPE F.1 R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK .s STRE,ET 670-%6' N 5 4 PROGRAM 'a.: IN.&EG. = INGRESS AND EGRESS R.P. = RADIUS POINT EASEMENT R.O.E. = ROOF OVERHANG ..3• o • EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT . L.P. = LIGHT POLE SEC. = SECTION M. = MEASURED DISTANCE • ••• • N.A.P. = NOT A PART OF T = TANGENT NGVD = NATIONAL GEODETIC VERTICAL TWP = TOWNSHIP DATUM U.E. = UTILITY EASEMENT N.T.S. = NOT TO SCALE U.P. = UTILITY POLE • • • .••• • CIS = OFFSET W.S. = WOOD SHED OVH' = OVERHANG = ANGLE P.B. = PLAT BOOK P.C. = POINT OF CURVE A =CENTRAL ANGLE P.C.C. = POINT OF COMPOUND CURVE 9 -CENTER LINE PL. = PLANTER ••••• •••• •••• P.O.B.. = POINT OF BEGINNING 0•09 •••• 60) ••• • 12 /3 ••!' •F�•• /� • MONUMENT', PT. = POINT OF TANGENCY' PVMT.=PAVEMENT PWY=PARKWAY • ••••• •••a ••••• 9 • • • .,• . , 75 • 4 • 670.3' i •. • • ,r~j LEGEND TYPICAL FNIP. = FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL PROGRAM RGE. = RANGE IN.&EG. = INGRESS AND EGRESS R.P. = RADIUS POINT EASEMENT R.O.E. = ROOF OVERHANG L.F.E. = LOWEST FLOOR ELEVATION EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT RlW = RIGHT-OF-WAY L.P. = LIGHT POLE SEC. = SECTION M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B.116044 M/H = MANHOLE SWK = SIDEWALK N.A.P. = NOT A PART OF T = TANGENT NGVD = NATIONAL GEODETIC VERTICAL TWP = TOWNSHIP DATUM U.E. = UTILITY EASEMENT N.T.S. = NOT TO SCALE U.P. = UTILITY POLE O.H.L. = OVERHEAD UTILITY LINES W.M. = WATER METER O.R.B. = OFFICIAL RECORD BOOK W.R. = WOOD ROOF CIS = OFFSET W.S. = WOOD SHED OVH' = OVERHANG = ANGLE P.B. = PLAT BOOK P.C. = POINT OF CURVE A =CENTRAL ANGLE P.C.C. = POINT OF COMPOUND CURVE 9 -CENTER LINE PL. = PLANTER P.L.S. = PROFESSIONAL LAND =MONUMENT LINE SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT', PT. = POINT OF TANGENCY' PVMT.=PAVEMENT PWY=PARKWAY R. = RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): THERE MAY BE EASEMENTS RECORDED IN THEPUBLICRECORDS NOT SHOWN ON THIS SURVEY. THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. TH!S PLAN 07 MJRLc^,' H„5 GLEN rkEeAKED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED, HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX 120652 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: BENNY L. NEWBY &. ADA M. NEWBY CHRISTOPHER P. KELLEY, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY —OH— OVERHEAD UTILITY LINES 2zzz C.B.S. =WALL (CBW) C.L.F. = CHAIN LINK FENCE -'0-0- I.F. = IRON FENCE W.F. = WOOD FENCE ■ am = EXISTING ELEVATIONS 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BMk ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. /j / PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVFY W0. i BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: N nnPGE... . �Bq+ Ow••1.�SI FIC,1T�!p9* u o ; N0.2534 d n0 •.• i yy� ` E 404 y0SIT STATE OF 1. J� �A&D SURllf SURVEYOR'S SEAL S DATE: PROJECT: Consulting Engineering Services 8215 LAKE DR #6502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerplic.com; E-mail: Lan@iengineerpllc.com REV 1 _ PAGE COVER SHEET April 28, 2015 AWNING 6'-0" W X 4'-0" P/ AWNING 8'-0" W X 4'-8" P AWNING 3'-8" W X 2'-4" P/ AWNING 5'-4" W X 3'-8" P ADDRESS: 102 NE 106th St, Miami Shores, FL 33138 '••••� CLIENT: MEGA AWNING INC. •••••• 1799 E 11TH AVE HIALEAH, FL. 33010 • • • • PHONE: 305 681-7727 FAX: 305 888-0882 I/10 .. . V: This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 10. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning Into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 10. r iEngineer PLLC, CA #29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. Consulting Engineering Services 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerl2llc.com; E-mail: ivan@iengineerpllc.com REV 1 _ PAGE 11/10 INDEX DESCRIPTION PAGE Wall anchor bolt design detail "B" 1 Wall anchor bolt design detail "C" Z Load reactions 4 Anchor specifications 8 sees • • sees .000.0 .. • • sees .690.. sees .690.0 • sees.. • . sees.. 0000 . . . ... . e.0. sees. sees 000009 66.. ...00. . •06.09 . 9 • . • . . sees .. 6 sees.. sees.. .. .. . . 000 . . . REV 1 _ 1/10 DYNABOLT SLEEVE ANCHOR BY RED HEAD (ASD) APPLIED TENSION (T) = 50 LBS DETAIL "B" APPLIED SHEAR (V) = 130 LBS a = 1.658 IN b= 1 IN c= 2.658 IN d = 0.658 IN TOTAL TENSION = 218 LBS DUE MOMENT DYNABOLT SLEEVE ANCHOR BY RED HEAD ALLOWABLE TENSION = 1,360 LBS / 4 (SF) = 340 LBS ALLOWABLE SHEAR = 2,560 LBS / 4 (SF) = 640 LBS NUMBER OF ANCHOR(S) = 1 ANCHOR(S) APPLIED TENSION + APPLIED SHEAR X1.0•6...' .696 0000.. ALLOWABLE TENSION X NO. ANCHOR(S) ALLOWABLE SHEAR X NO. BOL 0•� 0:. • 000066 :0 0000 0000.. 218.4 + 130 0.85 96.... .. c61.0 9.01 .0669. • 340 640 0000 0 •• ••0••• 699669 . 66 . 9 • 69696 0000 0000 999606 USE (1) DYNABOLT SLEEVE ANCHOR BY RED HEAD • • • • • • 0 • 3/8" DIA X 2" MIN. EMB. & 2-1/4" MIN. EDGE DIST. . . 6 6 '0.9.. 0000.. . • . 0 0 660699 9 90 6 . 9.9 6 60 T DYNABOLT SLEEVE ANCHOR BY RED HEAD (ASD) BOTTOM CONNECTION DESIGN D ETA I L "C" APPLIED TENSION = 595 LBS NOT MOMENT DUE STIFFENER APPLIED SHEAR = 70 LBS DYNABOLT SLEEVE ANCHOR BY RED HEAD ALLOWABLE TENSION = 1,360 LBS / 4 (SF) = ALLOWABLE SHEAR = 2,560 LBS / 4 (SF) = NUMBER OF ANCHOR(S) = 2 ANCHOR(S) 340 LBS 640 LBS REV 1 _ 2/10 APPLIED TENSION + APPLIED SHEAR < 1.0 ALLOWABLE TENSION X NO. ANCHORS) ALLOWABLE SHEAR X NO. BOLTS •00• 595 + 70 = 0.93 61.0 '•414• 0.00;0 - 680 1— 0 00• : goof • 006.0• •gig 000000 • 0 • USE (2) DYNABOLT SLEEVE ANCHOR BY RED HEAD •000 •• 3/8" DIA X 2" MIN. EMB. & 2-1/4" MIN. EDGE DIST. '066 00 •eg..g ffg600 • s• ••goo •• •• goo• o 000+0• • • • • • 000*0 • • e 0 0• 0 DYNABOLT SLEEVE ANCHOR BY RED HEAD (ASD) TOP CONNECTION DESIGN DETAIL "C" APPLIED TENSION = 508 LBS NOT MOMENT DUE STIFFENER APPLIED SHEAR = 180 LBS DYNABOLT SLEEVE ANCHOR BY RED HEAD ALLOWABLE TENSION = 1,360 LBS / 4 (SF) = ALLOWABLE SHEAR = 2,560 LBS / 4 (SF) = NUMBER OF ANCHOR(S) = 2 ANCHOR(S) 340 LBS 640 LBS REV 1 _ 3/10 APPLIED TENSION + APPLIED SHEAR < 1.0 ALLOWABLE TENSION X NO. ANCHORS) ALLOWABLE SHEAR X NO. BOLTS 0000 508 + 180 = 0.89 •�,.0 • • m• 0000:9 680 1280 .. 0000 • ' 0000.. 9999 0000.. 0000.. 0000. . USE (2) DYNABOLT SLEEVE ANCHOR BY RED HEAD 0000 . . • . 0000. 3/8" DIA X 2" MIN. EMB. & 2-1/4" MIN. EDGE DIST. ,' 99 ••�••• •,,,. ' 00'900000' 00.0:0 .99999 0 0 . 960999 0000.. . 0 0 9 9 0 099990 9 99 . 9 999 . . 9 Versatile, Medium -Duty Sleeve Anchor Dynabolt Hex Nut Sleeve Anchor • • • • Meets or exceeds U.S. Government G.S.A. Specification A -A -1922A (Formerly GSA: FF -S-325 Group II, Type 3, Class 3) Factory Mutual California State Fire Marshal ffwRW Head' fall out toll free number 888.8997690 or visit our web site for the most current product and technical information at wwwAwredhead.tam REV 1 _ 8/10 •N/SLIGGESTED SPECIFICATIONS Sleeve Type Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE, GROUT -FILLED CONCRETE BLOCK, HOLLOW CONCRETE BLOCK AND BRICK Sleeve type anchors feature a split expansion sleeve over a threaded stud bolt body and integral expander, nut and washer. Dynabolt Masonry Anchors are made of Plated Carbon Steel, or Type 18-8 Stainless Steel. Sleeve Anchors should be installed with carbide tipped hammer drill bits made in Anchor accordance to ANSI 6212.15-1994. Anchors are tested to ASTM 1488 criteria. Anchor diameter equals hole diameter Heavy -loading capacity Available in hex head and six other head styles Preassembled for faster, easier installations Available 1/4 - 3/4" diameter up to 6-1/4" length Dynabolt can be installed through object to Zinc plated carbon steel and 304 stainless steel be fastened Provides full 360° hole contact over large area Sleeve design improves holding power and reduces concrete stress No pre -spotting of holes necessary Available Head Styles Full range of head style, corrosion protection, and sizes makes the Dynaboo�wve the right product for almost any application.• . . .... ...... Phillips Hex Nut Acom Nut Tie VC114 • Round Jell? Thresh% Flat Head 00c::: •••• %014eedr • (FS) (HN) (AN) (Ivi (RS) • JTH) . ft ate,. „a a,: a •••• i..:. •:•v. v: •. �:�' • 000000 INSTALLATION STEPS Use a bit with a diameter equal _ Insertassembled Expand anchor to the anchor. See selection anchor into hole, so by tightening nut chart to determine proper size o a that washer or head a ° a or head 2 to 3 °a oA bit for anchor used. Drill hole to is flush with materials ` °` turns. b b any depth exceeding minimum �� �• a . ° a •a o; fl� o o' to be fastened. o.: embedment. Clean hole. + -' • _ '» "•a Electrical junction boxes are common applications for the Dynabolt Sleeve anchor because it works well in solid concrete, concrete block, and brick. It is also available in several finished head styles. The Dynabolt Sleeve anchor works well in hollow materials like brick and block. It is available in zinc -plated carbon steel and 304 stainless steel. Door and window frames are commonly attached to the structure with Dynabolt Sleeve anchors because of their finished & threshold head styles and performance in block & brick. BENNY & ADA NEWBY 102 NE 106TH STREET MIAMI SHORES, FL 33138 HOME: 512-863.4399 MOBILE: 512.657-2925 EMAIL: BENADANEWBY@GMAIL.COM •••••• •••• • • •••••• •••• •••••• • ••••• •• • •••• •••••• •• • •••••• •••••• •••• •• •• • •••••• • • • • BENNY & ADA NEWBY 102 NE 106TH STREET MIAMI SHORES, FL 33138 HOME: 512-863.4399 MOBILE: 512.657-2925 EMAIL: BENADANEWBY@GMAIL.COM Effective Anchor Length A (FS) (HIM) (RS) REV 1 _ 9/10 PART TpPW AppUmUons- EFFECTIVE BOLT Shelfledgers, electrical boxes, MAX. 4ly/Wf conduit MINT PER BOX HIL NUMBER DUI. & ANCHOR DIAD Emlronmed-Interior THICKNESS ' (non -corrosive) o 1-12 (38.1) 1 1-12 (38.1) DRILL LereldCwWon-Low Effective Anchor Length A (FS) (HIM) (RS) REV 1 _ 9/10 • • • • • • "ffiff Ps flat head uses a standard 8"-82"counter Md.• • 00 •• 0000 0606•• • • • •••••• • • • • 0600•• • •• • • • • • • 60.0• 00 0 t '= } PART ANCHOR EFFECTIVE BOLT MIN. MAX. 4ly/Wf QT1'/WIF MINT PER BOX HIL NUMBER DUI. & ANCHOR DIAD EMBEDMENT THICKNESS PER BOX PER o 1-12 (38.1) 1 1-12 (38.1) DRILL LENGTH* THREADS In. (mm) OF MATERIAL ibs. MASTER 318 (95) 1-1/8 (28.6) 25/33 25/4.0 BIT SEE In. (mm) PER INCH TO BE FASTENED SHN-1240 CARTON m 3/8" /16 1-7/8 (47.6) 2-i/8 (54.0) 25/53 IL (mm) 4-1/4 (108.0) Ibs. 2 AN -1405 1/4" 5/8 (15.9) 3/16"/24 1/2 (12.7) 1/8 (3.2) 100/13 1000/20 SFS -1420 SFS -1430 AN -1413 2-1/4 (57.2) 3.1/8 (/9.4) 1-3/8 (34.9) 3/16"/24 1-1/8 (28.6) 1/4 (6.4) 100/2.6 1000/27 AN -1422 d ~ 24/4 (57.2) 3116"/14 1-1/8 (28.6) 1-1/8 (28.6) 100/ 3.7 10(10/38 1-3/8 (34.9) HN -1413 1/4" i-3/8 (34.9) 3/16"124 1-18 (28.6) 1/4 (6.4) 100/23 1000/24 1 5/16" /18 HN -1422 (38.1) 2-1/4 (572) 3/16'/24 1-1/8 (28.6) 1-1/8 (28.6) 100/ 3.4 1000/35 (28.6) HN -1614 5/16" 1-1/2 (38.1) 1/4" /20 1-1/4 (31.8) 1/4 (6.4) 100/4.0 10/41 HN -1624 2-1/2 (63.5) 1/4" /20 1-1/4 (31.8) 1-1/4 (31.8) 100/5-9 8W47 IJM-ZR17i.in HN -3830 use stainless steel. -3 p62) 5/16" /18 tu 11 1-1/2 (38.1) 119 (a ;I 400/40 1-1/1 (38.1) 50/ 4.9 AN=1222 2=1�(57.f) 3�8 �f 1-77$ 047.6 37$ 43 7 3 T HN -1230 3 (762) 318" !16 1 7/8 (47.61 1-118 (28.6) 2514.0 200/33 HN -1240 4 (101.6) 3/8" /16 1-7/8 (47.6) 2-1/8 (54.0) 25/ 53 200/44 HN -5822 SAr 2-1/4 (57.2) 1/2" /13 2 (50.8) 1/4 (6.4) 25/63 150/38 HN -5830 3 (76.2) 1/1" /13 2 (50.8) 1 (25.4) 25/7.0 150/46 HN -5842 4-1/4 (108.0) 1/2" ./13 2 (50.8) 2-1/4 (51.2) 10139 100/41 HN -5860 6 (152.4) 12" /13 2 (50.8) 4 (101.6) 10/4.9 50/25 HN -3424 3/4" 2-1/1 (635) 5/8" /11 1-1/4 (57.2) 1/4 (6.4) 10/ 4.7 50/25 HN -3440 4 (101.6) 5/8" /11 2-1/4 (S7.2) 1-3/4 (445) 5/ 3.2 50133 HN -3462 6-1/4 (158.8) 5/8" /11 2-1/4 (57.2) 4 (101.6) 5/4.3 50/44 FS -1411 1/4" 1-12 (38.1) 3/16"/24 1-1/8 (28.6) 3/8 (95) 100/1.9 la/21 5 FS -1420 (headdta..477) 2-1/4 (51.2) 3/16"24 1-1/8 (28.6) 1-1/8 (28.6) 100/2.7 1WO/28 FS -1430 3-1/8 (79.4) 3/16" 24 1-1/8 (28.6) 2 (50.8) 100/3.8 1000/38 5 FS -1440 4 (101.6) 3/16'/24 1-1/8 (28.6) 2-7/8 (73.0) 100/4.7 1000/48 FS -3826 3/8" 2-7/8 (73.0) 5/16"/18 1-12 (38.1) 1-3/8 (34.9) 50/311 500/40 FS -3840 (headdia..722) 4 (101.6) 5/16"118 1-12 (38.1) 2-12 (635) i0L" 400/44 a FS -3850 5 (127.0) 5/16'/18 1-12 (38.1) 3-12 (8&9) •SO/300/ FS -3860 6 (152.4) 5116"/18 1-12 (38.1) ; 4-14.914.3) A%10' 300/4$• TH-1420 1/4" 2-1/4 (571) 3/16"24 1-1/8 (28.6) 112 '(28.6) 100 1000/25 (headdia.385) 006•00 0066 00 RS -1426 1/4" 2-7/8 p3.0) 3A6"/24 1-1/8 (28.6) • 4-114• a(44.5) 100/ 3!7 1000/31 • 0000 00 • 0 TW -1614 5/16" 1-12 (38.1) 1/4" 20 1-12 (38.1) P" • V.t) 10ON& 1W-58, • • • • • • • "ffiff Ps flat head uses a standard 8"-82"counter Md.• • 00 •• 0000 0606•• • • • •••••• • • • • 0600•• • •• • • • • • • 60.0• 00 0 t '= } Tgplul ApplImtlons- Cladding and Brick Ties Environmetst-Slight to moderate degree ofpollution levelaffonoaton-SHN-3817 Medium s PART NUMBER SHN-1413 SHN-3830 ANCHOR DIA. & DRILL BIT SIZE 1/4" 318" EFFECTIVE ANCHOR LENGTH• lo. (mm) BOLT DIAD TNNEADS PER INCH MIN. EMBEDMENT In. (mm) MAX. THICKNESS OF MATERIAL TO BE FASTENED In. (mm) MINT PER BOX HIL 4W/WT PER MASTER CARTON ft 1-3/8 (34.9) 3/16" 24 1-1/8 (I8.6) 1/4 (6.4) 100/2.3 1000/24 1-7/8 (41.6) 3 (762) 5116" /18 5116" /18 1-12 (38.1) 1 1-12 (38.1) 318 (95) 1-12 (38.1) 50/3S 50/4.9 5/36 400/40 2-1/4 (57.2) 3 (76.2) 3/r M6 318" /16 1-7/8 1-7/8 (47.6) (47.6) 318 (95) 1-1/8 (28.6) 25/33 25/4.0 250/34 200133 SHN-1222 112" SHN-1230 SHN-1240 4 (101.6) 3/8" /16 1-7/8 (47.6) 2-i/8 (54.0) 25/53 200/44 4-1/4 (108.0) 12" /13 2 (50.8) 2-1/4 (57.2) 10/3.9 100/41 SHN-5842 5/8" SFS -1420 SFS -1430 1/4" 2-1/4 (57.2) 3.1/8 (/9.4) 3/16" 24 3/16" 24 1-1/8 1-1/8 (28.6) (28.6) 1-1/8 (28.6) 3 (762) 100/2.7 100/3.8 1000/28 1 1000/38 d ~ SFS -3826 3/8" 2-7/8 (13.0) 5/16" M8 1-12 (38.1) 1-3/8 (34.9) 5013.8 510/41 SFS -3840 4 (101.6) 1 5/16" /18 1-12 (38.1) 2-12 (635) 50/53 400/44 2 (50.8) 3/16" R4 1-1/8 (28.6) 7/8 (222) 10012 7 1000/28 SRS 1420 1/4" "Flat had uses a standard 80"-82" comer s1A Forcontinuan extreme low temperature applicanom, use stainless steel. nwbdHut Cab our tog free nomberOUNW7890oratdiwwbstre fm the most omem produrt and tedmkd bdomuft at wwwAwadheaAcorn REV 1 _ 10/10 ANCHOR DIA. In. (mm) - INSTALLATION TORQUE FL lbs. (Nm) ' BOLTMINIMUM DIA. In. (mm) Uld ate Tension and Shear Values in Concrete (LbslkN)* ANCHOR fc- 2000 PSI (13.8 AIIPa) fc = 3000 PSI (20.7 MPa) fc = 4000 PSI (27.6 MPa) EMBEDMENT TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR DEPTH In. (mm) (STEEL) Lbs. NO Lbs 00 Lbs. NO Lbs. (101) Lbs. 00 Lbs.00 1/4 (6.4) 35 (4.7) 3/16 (4.8) 1-118 (28.6) Carlon or Stainless 1,200 (53) 1,620 p2) 1,600 (7.1) 1,620 (72) 2,100 (93) 1,610 (72) 5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8) 1,400 (6.2) 2,040 (9.1) 1,9I0 (85) 2,220 (9S) 2,6111 (11.6) 2,400 (10.7) 3/8 (95) 14 (19.0) 5/16 (7.9) 1-1/2 (38.1) 1,620 (72) 2,560 (11.4) 2,240 (10.0) 2AW (125) 3,100 (13.8) 3,040 (135) 1/2 (12.7) 20 (27.1) 3/8 (95) 1-7/8 (47.6) 2,220 (9.9) 4,000 (17.8) 3,140 (14.0) 4,501) (20.0) 4,400 (19.6) 5,000 (22.2) 5/8 (15.9) 48 (65.1) 1/2 (12.7) 2 (50.8) 3,080 (13.7) 6,440 (18.6) 4,400 (19.6) 7,240 (32.2) 6,120 (27.1) 8,080 (35.9) 3/4 (19.1) 90 (122.0) 5/8 (15.9) 1-1/4 (57.2) 4,200 (18.7) 10,200 (45.4) 6,060 (27.0) 11AM (51.6) 8,900 (39.6) 13,100 (583) For comfnuous extreme low temloature W11atlom, use stainless steel. For AN -1405, UDlrnate Mout: 5001bs. & Ultimate 5tear.17SI flm based on 4,000 psi • ANCIOR DIA. In. (mm) INSTALLATION TORQUE Ft. Lbs. (Nm) BOLT DIA. IL (mm) 1/4 (6.4) 35 (4.7) 3116 (4.8) 5/16 (7.9) 8 (10.8) 1/4 (6.4) 3/8 (95) 1 14 (19.0) 5/16 (7.9) 1/2 (12.7) 25 (33.9) 3/8 (95) 5/8 (15.9) 48 (65.1) 1/2 (12.7) 3/4 (19.1) 90 (122.0) 5/8 (15.9) Ultimate Tension and Shear Values in lightweight Concrete (LbslkN)* MINIMUM EMBEDMENT DEPTH In. (mm) ANCHOR TYPE (STEEL) fc=4000PSI (27.6MPa) TENSION SHEAR Lbs. (kN) lbs. N) 1-1/8 (2&6) Carbon or Stainless 1,080 (4.8) 1,160 (5.2) 1-1/4 (31.8) 1,260 (5.6) 1,680_ (7.5) 1-1/2 (38.1) 1,610 (72) 2X (10.2) 2,600 (11.6) 3,920 (17.4) .•0.00 3,240 (14.4) 5,0 (24.9) ' 2-114 (5721 3.640 11621 8.640 (38.41 7'Cjf 1,440 (6.4) 1,110 (9.9) 1,240 (10.0) 2XO (125) 3,160 (14.1) *000 4,840 (215) 4,0. (19.1) •• . 7,1141 ••(VQ• Combined Tension and Shear loading -for Dynaboit Anchors Allowable loam for amdhors subjected to combined shear and tension forces are determined by the Mowing equation: (PS/Pt) + Bk/Vt) !91 Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load ff wbd Nwff CSO ourtallfteemardw8ONW700arvidtommbshefottet>g ateertt �uaandtesbntml Udoratauon ac In. (flim) M Lbs. (Nm) • (STEEL) TENSION SHEAR TEN90N SHEAR Lbs, (kN) I Lbs. (kN) Lbs. NO Lbs. (k(0 TFASION • SHEARo TENSION LHS+ f I� : lbs. RN), • ft NO • SHEARs :WN 1/4 (6.4) 35 (4.7) 3/16 (4.8) 1-1/8 (28.6) Carbon 1,120(5.0) 1,360 (6.0) 1,120 (5.0) 1,360 (6.0)' 1,120 (5.0) 1,620 V111,110 (5.0) 1,360 (6.0) Ultimate Tension Shear Values in •••••° ° 0.00 .•0.00 640 (2.8) 1,620 (72) 640 (2.8) 1,620 (72) ... and 3/8 (95) 15 (203) . , 66:0" Concrete Masonry Units (LbslkN)* � : • • •V • • • • • 2,560 (11.4) .... .... ...... ANCHOR UTAALLATiON BOLT MHLIMUM ANCHOR GNi • M NT 3/8 (9.5) 1-7/8 (47.6) DIA. TORQUE DHL. EMBEDMENT TYPE HOLLOW CORE GROUT FILLED • HOLLOW CORE • ' 6ROU1 Combined Tension and Shear loading -for Dynaboit Anchors Allowable loam for amdhors subjected to combined shear and tension forces are determined by the Mowing equation: (PS/Pt) + Bk/Vt) !91 Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load ff wbd Nwff CSO ourtallfteemardw8ONW700arvidtommbshefottet>g ateertt �uaandtesbntml Udoratauon ac In. (flim) M Lbs. (Nm) M (mm) DEPTN In. (mm) (STEEL) TENSION SHEAR TEN90N SHEAR Lbs, (kN) I Lbs. (kN) Lbs. NO Lbs. (k(0 TFASION • SHEARo TENSION LHS+ f I� : lbs. RN), • ft NO • SHEARs :WN 1/4 (6.4) 35 (4.7) 3/16 (4.8) 1-1/8 (28.6) Carbon 1,120(5.0) 1,360 (6.0) 1,120 (5.0) 1,360 (6.0)' 1,120 (5.0) 1,620 V111,110 (5.0) 1,360 (6.0) Stainless 640 (2.8) 1,620 (72) 640 (2.8) 1,620 (72) 640 (2.8) 1,620 (72) 640 (2.8) 1,620 p2) 3/8 (95) 15 (203) 5/16 (7.9) 1-1/2 (38.1) Carbon 1,360 (6.0) 2560(11.4) 1,360 (6.0) 2560 (11.4j 1,360 (6.0) 2M (11.4) 1,360 (6.0) 2,560 (11.4) to 1,160 5.21 560111.4) 1,160 (52) 2,560 (11.4) 1,160 (52) 2 5C0 (11.4) 1,160 (5.2) 2,560 (11.4) iR (12.7) 25 (33.9) 3/8 (9.5) 1-7/8 (47.6) Carbon WA N/A 1,220 (9.9) 4,W (17.8) N/A WA 2,220 (9.9) 4,OW (17.8) Stainless NIA NIA 2,100 (93) 4,000 (17.8) WA WA 2,100 (93) 4,000 (17.8) 5/8 (15.9) 55 (74.6) 1/2 (11.7) 2 (50.8) Carbon NIA N/A 3,080 (13.1) 6,440 (28.6) NIA WA 3,080 (13.7) 6,440 (28.6) Stainless NM WA 3,080 (13.7) 6,440 (18.6) N/A WA 2,820 (12S) 6,440 (28.6) 3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/2 (635) Carton N/A N/A 4,200 (18.7) 110,200 (45.4) NIA NIA 4,200 (18.7) 10,200 (45.4) ` • Allowable values are based Wo a 4 to 1 sft War. DfWde by 4 for allowable load values.YM tabulated values am for amfanslastaWIna mbdmwsd12diameters onamterand a ralrdarm edge distmroed6dlametas (ar100Pacentandwd1ldemy.Spaftaadedge cemartmreduced to6dlmaetergwlagand 3&meteredge dlstanae,praWdedthe v mereduced 50pertu� asmajrbeused ogst.tUrterpolatltm • lataatediatespadttgsamledgedb. Combined Tension and Shear loading -for Dynaboit Anchors Allowable loam for amdhors subjected to combined shear and tension forces are determined by the Mowing equation: (PS/Pt) + Bk/Vt) !91 Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load ff wbd Nwff CSO ourtallfteemardw8ONW700arvidtommbshefottet>g ateertt �uaandtesbntml Udoratauon ac QUANTITY 1 UNIT C ALL MAIN MEMBERS MUST BE STEEL ASTM A1065 TUBE 1.315 O.Q. X 14GA (GALVANIZED GATORSHIELD) NBe SEE DETAIL DAD A TYPICAL WELDING CONNECTION DETAIL "A" SCALE: N.T.S. �A ALL MAIN MEMBERS MUST BE STEEL ASTM A1065 TUBE 1.315 O.D. X 14GA f(.Al VAN17r-n CZAMPRHim m ISOMETRICS_ 3(4°=7'-0° THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND COMPLETELY REMOVED DURING PERIODS OF HIGH WIND VELOCITY. REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED WHEN WIND SPEED APPROACH AND/OR EXCEED TO 75 MPH (34M/S) AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AND READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURING SUCH PERIODS OR TIME. THE CAN F FRAMES WALL BE APPROVED APR 2 9 2015 ` ZONING DEPT BLDG DEPT USED FOR AWNINGS OR FABRIC -COVERED NFPA 701. Sl In,IDCT TO COM SEE DETAIL "AD 2r sir E'RIH ALL FE ('' COUNTY flULES AND nrnuLFITIONS QUANTITY 1 UNIT ; •.. - IaNs No DATE 042&2015 �I SEE LL � Cm co �W 9 T) �Y N� W�a 41 VALID ONLY WITH RAISE PE BEAT VAUD FOR (A) PERMR ONLY Juan C. Mored ow(v T)ESE PIANS ARE FOR BUILDING DEPARTMENT REVkINONLY. THEY ARE NOT TO BE CONSTRUED UNTD.ALL ll SLIMING DEPARTMENT APPROVAL8 ARE OSTAP�D. NOTE: UNAMe 40M LWTED �� S D-1 AVOM -ANY CORRECnONS. WKWARKB, MM OUT DR BAKY40NBMALLSKNDTKCAL ILATINS ALL DIMENSt(kYB, AND JOS 81 AND CALCWAT(ONS. !(DIT(ONS MUST BE VERIFlE♦D COPvRmff . Fei n BY coNTRAcrat BEFORE "" Do0I mm isnM PROPERW OF ABtt(CATI�JANDr�DvsrauATroN. GNmNEFRnaw BKALL NOTBEREPROW Mad WKOLEOR PAW WATKOUTWRRTEN CONSENT OFTKECERmAF Dw4EER. (SHEET 1 OF 3 ALL MAIN MEMBERS MUST BE STEEL ASTM Al 065 "B" TUBE 1.315 O.D. X 14GA (GALVANIZED GATORSHIELD) "B" TYPICAL WELDING CONNECTION DETAIL "A" SCALE: N.T.S. QUANTITY 2 UNITS. o" 0 SEE DETAIL "A" C�Ee^�N• ALL MAIN MEMBERS MUST BE STEEL ASTM A1O65 TUBE 1.315 O.D. X 14GA (GALVANIZED GATORSHIELD) ISOMETRICS SCALE: 391=114r "B" "C" V` THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND amass COMPLETELY REMOVED DURING PERIODS OF HIGH WIND VELOCITY. No DATE DEPARTMENT REVIEW ONLY. THEY ARE 04-28-2015 REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED WHEN WIND SPEED APPROACH AND/OR EXCEED TO 75 MPH (34M/S) QUANTITY 1 UNIT AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. •••h: -ANN CORRECTIONS. INK A MM. WNIRE OUT .. 0000.. A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AND N ; i° READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR E t 8 8 TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURINGv' A�TICATIONANDIaRINB'fALLATgN. SUCH PERIODS OR TIME. U THE CANVAS OR FABRIC USED FOR AWNINGS OR FABRIC -COVERED J �c FRAMES SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701.a, CD L W a tV is G 4m� z z�+ cm • glO fir+ � a d 124 WE a 0000 W SEE DET 1 ^n THESE PLANS ARE POR SURDINO co DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED UNTIL ALL BURDWO DEPARTMENT APPROVALS ARE QUANTITY 1 UNIT :.•. -DEEM UlArMD TO STEEL A "Ma •••h: -ANN CORRECTIONS. INK A MM. WNIRE OUT .. 0000.. • . 01111 u Tig4l BY CONTRACTOR BEFORE TM DOCUMENT IS THE PROPERTY OF A�TICATIONANDIaRINB'fALLATgN. SITYOINE@ ALLIOTSE�ROWNSENT ORART WHOLE OR PART CE WNING CONSENT OF THE cERTNFrmo ENLa01EEa 0000• z z�+ • • • fir+ � a d 124 0000 Q W r 00000. Ta T. • LJL2CID . w. .0.000 • • • cj,M . .. ... �.. 0 L8 ton 6 z cry y m il / W z Z c SEE DET 1 ^n VAUDyFOORR (1) PERMIT ONLY J� �q Juan C. Moreno IX�L232015 OWN J.M. SD -21 SHEET 2 OF 3 THESE PLANS ARE POR SURDINO DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED UNTIL ALL BURDWO DEPARTMENT APPROVALS ARE OBTAINED. NOTE -DEEM UlArMD TO STEEL A "Ma -ANN CORRECTIONS. INK A MM. WNIRE OUT ALL aMENS1ON8, AND .I� 8 EDM OR STIC"NS NALL VOID THESE ORAVWM NO CALCIRATIOW MusT SE VERIFi� COPYWOH7'eord r. BY CONTRACTOR BEFORE TM DOCUMENT IS THE PROPERTY OF A�TICATIONANDIaRINB'fALLATgN. SITYOINE@ ALLIOTSE�ROWNSENT ORART WHOLE OR PART CE WNING CONSENT OF THE cERTNFrmo ENLa01EEa VAUDyFOORR (1) PERMIT ONLY J� �q Juan C. Moreno IX�L232015 OWN J.M. SD -21 SHEET 2 OF 3 EXISTING CONCRETE MASONRY BLOCK SIDE VIEW SIDE VIEW ASTM A36 X 2" LG LT SLEEVE -IEAD — N. EMBED. W CORE _ 3NRY BLOCK DETAIL "B" SCALE: N.T.S. EXISTING CONCRETE MASONRY BLOCK 3/16 3/16 4" MIN EDGE DIST-i-;" DEPARTMENT REV�NlONLY. THEY ARE NOT TO SE CONSTRUED UNTIL ALL 1" BUILDING DEPARTMENT APPROVALS ARE 4" IN OBTAINED. EDGE DIST FINISH WALL FRONT VIEW 1/4 1/4 STEEL PLATE STIFFENER 3/8" THK 1� 4" IN EDGE DIST STEEL ANGLE ASTM A36 L 2 X 2 X 1/4 X 6" LG W/ (2) DYNABOLT SLEEVE ANCHOR BY RED HEAD 3/8" DIA X 2" MIN. EMBED. _ IINTO HOLLOW CORE CONCRETE MASONRY BLOCK DETAIL "C" SCALE: N.T.S. 3/16 3/18 4" MIN LINE OF FINISH WALL FRONT VIEW 11• STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2010 AND THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2010 AND ASCE 7-10. WIND VELOCITY :105 MPH EXPOSURE CATEGORY : C GCPI : +/-0.18 Kd :0.85 RISK CATEGORY : 2 STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360-05. ALL ANGLES AND PLATES SHALL BE ASTM A36, FY=36KSI OR APPROVAL EQUAL U.O.N. ALL TUBES TO BE OUTSIDE DIAMETER, GALVANIZED GATORSHIELD, STEEL FY=50KSI.OR APPROVAL EQUAL, U.O.N. ALL HOLLOW STRUCTURAL TUBE "HSS" TO BE STEEL ASTM A500 GRADE B, FY=46KSI, OR APPROVAL EQUAL, U.O.N. ALL ANCHOR BOLTS SHALL BE KWIK BOLT III BY HILTI U.O.N., WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E70XX LOW -HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. � � M E 8 U 8 J 04 LL a.W N� ;g N_ t6 X04 C IND_ W °- co �t. ci •.�s•v ~>�sOD Za tri�. Z�MIL'9 • • Q us rin g ^ i'I O- 4 • ILL. am ' a Zcsis U-1 'E Z = C13 Q LLS a VALID FOR (1) PERMIT ONLY c 21��. Juan C. Moreno 037d-2018 as s►towrtv J.M. J.M. l ama u No. SD -31 FsmiF 3 OF 3 THESE PLANS ARE FOR BURRING DEPARTMENT REV�NlONLY. THEY ARE NOT TO SE CONSTRUED UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. NOT& -DESIGN L891TED 70 STEEL AWNING -ANY CORRECTIONS.INKMM013, WHITE OUT ALL DI ENatONS, AND JOB 8 OR STICK -M WILL VOm THESE DRAYNNOS ANDCALCULATIONS. CONDITIONS MUST BE VERSED COPYWQHTM okl er. FIELD BY CONTRACTOR BEFORE ANY THIS DOCIANHIIT IS THE PROPERTY OF ABRICATIONANDIOR INSTALLATION. ENGNEERAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. � � M E 8 U 8 J 04 LL a.W N� ;g N_ t6 X04 C IND_ W °- co �t. ci •.�s•v ~>�sOD Za tri�. Z�MIL'9 • • Q us rin g ^ i'I O- 4 • ILL. am ' a Zcsis U-1 'E Z = C13 Q LLS a VALID FOR (1) PERMIT ONLY c 21��. Juan C. Moreno 037d-2018 as s►towrtv J.M. J.M. l ama u No. SD -31 FsmiF 3 OF 3 0.6DL + 0.6WL (+Y) REACTIONS F II REV 14/10 • •••• • •• ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• • • • F� n o• n II } II c'S a `S-fb F �b :re • 0.6DL + 0.6WL (+Y) REACTIONS (MEMBERS ARE NOT SHOWED FOR CLARITY) • • REV 1 5110 0000 . s • ••...• 0000 0000•• 0000•• • • • • f9 000..0 0000 •• • • • ••.• • •• 0.000 00.00• • •• 0.000 T •0900• �Cr It •• • • •.• • • l�/t' rte- • • • b,,V �� • C 1 fl ` �'6 • I I r� 16 F•- 11 �.11�i • I e- DL + 0.6WL (-Y) REACTIONS GOV. DESIGN TOP CONNECTION F, REV 1 _ 6/10 a . . .... ...... ...... .... ...... • • • • .... . .. ..... .... .... ...... a All r • j II • N I-< II cn s 4� II • co 6 DL + 0.6WL (+Y) REACTIONS (MEMBERS ARE NOT SHOWED FOR CLARITY) u Q rn • Q:. 171 26 • II • �r `�Tt ' �V /b • i ? ,y / I I h00 -c o 11 Q o� Q a /b • • �o �✓ N O • REV 1 _ 7/10 0000 • • 0000 •006•• • • • • 000.0• 600. •0000• • 0000•• • • • :0000: 0000• 0000 •• . • • • • • • • 0000 • •• 0000• 06.66• • •• 0.000 • ••.6•• • • . . . . 000000 . 0 . 0000 •• •• •