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RC-17-25
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-1-17-25 Permit Type: Residential Construction en o Worts Classification: Addition/Alteration Permit Status: APPROVED issue Date: 111012018 1 Expiration: 07/09/2018 Ji ^., .... Parcel number Applicant 1050 NE 96 Street 1132060143520 Miami Shores, FL Block: Lot: JOHN CAMP ONNUMMUNam Owner Information Address Phone Cell JOHN CAMP 1050 N. E., 96 ST. (305)530-0050 Contractor(s) Phone Cell Phone IMBURGIA CONSTRUCTION SERVICE 305/525-5707 In Review Valuation: $ 5,200.00 Total Sq Feet: p Date Approved:: In Review Date Denied: Type of Construction: REMOVE, REPLACE EXISTING CO Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: REMOVE, REPLACE EXISTING COL Bond Return : Classification: Residential Fees Due Amount CCF $3.60 DBPR Fee $2.34 DCA Fee $2.00 Education Surcharge $1.20 Permit Extension $75.00 Permit Fee $156.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $453.94 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-1-17-62529 01/05/2017 Credit Card $ 50.00 $ 403.94 01/10/2018 Credit Card $ 328.94 $ 75.00 06/30/2017 Credit Card $ 75.00 $ 0.00 Hvanaoie inspections: Inspection Type: (Final PE Certification Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation umns Lathe Review Planning F. Termite Letter F. Elevation Certificate Review Planning Review Plumbing Review Building [Review Building Review Structural Declaration of Use Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo Futhermpce,yauthorize the above -named contractor to do the work stated. AuthorYd Signature'-Ownef" / Applican',� / Contractor ! Agent Building Department Copy January 10, 2018 Miami Shores Village RECEIVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 21 017 • Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 H BUILDING Master Permit No. C PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS Q} JOB ADDRESS: I J� `�' 1 " "t � Folio/Parcel#: 1 V Occupancy Type: Load OWNER: Name (Fee Simple Titleholde Address: I OSO 4 G C 139 - 3,0M) Is the Building Historically Designated: Yes NO _ Constrluctio]n Type: j� Flood Zone: (BFE: Q dFFE: p ��IV A- a-AyAyA Phone`#:-3()S) SUO " 5110 City: N i A ft U b kzs State: Tenant/Lessee Name: Email: Cq,> Q C aR I f a1J 1 lE CONTRACTOR: Company Name: Address: I C(% 6j51 -agNE BA . 5'C Phone#: ne#. �313`d City: �Qkig WIj � Ml Q --State: " L Zip: -3�� Qualifier Name: _ L-bws Xmss kOIA '•P- Phone#: State Certification or Registration #: C Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: tt_ Value of Work for this Permit: $ +JI vt/ Ap�ft ► Square/Linear Footage of Work: Type of Work: ❑ Addition ❑••'' Alteration VE � `REP, ❑ Neww,� (bc6 N ❑ R air/R lace c A S ❑ Demolition Description of W rk: l' (� �• 1 Specify color of color thru tile: Submittal Fee $ ..._ ,,- ;. Permit Fee $ ''.'1'e• W CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ ��yyT"-r��aining/Education Fee $ Structural Reviews $ • W a)- (33 r "CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ L.D (Revised02/24/2014) Bonding Company's Name (if applicable) 4 I A Bonding Company's Address /U A City i— State Zip Mortgage Lender's Name (if applicable) A 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. IWYOU 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 The foregoing strument was acl, i OA *1 me or who has produced before me this 20 171 by w is narcnnally known to as identification and who did take an oath. NOTAR UBLIC: Si n: Z, AX 1u.✓ Signature iA4IONT'RA'CTOR The foregoing instrument was acknowledged before me this � o; day of 20 / 7 , by HIJN'� D LAKa bho is personally known to me or who has produced identification and who did take an oath. NOTARY PLIBLIO Sign: F4.1 P t: Print: �riiriyy' •.,; CATHERINE A. DUFFIN r,',NiY i ' r;`t,`•: CATHERINE A. DUFFIN Seal: .� : ' NotaryPublic-StateofFlorida Seal: : �. Notary Public State of Florida • : Commission k GG 1042% ' Commission M GG 1042% ??`•• My Comm. Expires May 14, 2021 :;� f•'� My Comm. Expires May 14, 2021 Bonded throw National Notary Assn. 9h Y ;'�!;`, Bonded through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 Master Permit No. PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION FBC 20 Iq �'-+-z5 Sub Permit No._ EXTENSION 5N ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: LC29 [9 1.'g'F GiL� 5�P. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Xbhh A Phone#: 3(75• Sg�3 . S �)$ Address: k0S0 I)0•E A&'T- 5Sj—dgj- City: Ri f:AAV rPS State: E L Zip: 3 31 s S Tenant/Lessee Name: Phone#: Email: 1 0� K. Ca,W] F 0, 1 (eVIA ► �P�f`. COW CONTRACTOR: Company Name: Ace- (On5�C MO yl Phone#: Address: �l Ci d X , f City: �jD f w W Gl/IM i State: F L Zip: 33L61 Qualifier Name: Phone#: State Certification or Registration #: L,. &C Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ y 200 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 54 Repair/Replace ❑K- Demolition Description of work: )2-QMo')' rf4l. (f k'11" Sitilh (0L.61VIA5 COL'myf e4oy 'S)0k. _. 4 4 MQ\.1 S V 1 11 it 11 " A.11 !Y , , (P-4 LA 1 IAI t A Specify color of color thru de.t Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee Structural Reviews $ Training/Education Fee $ CCF $_ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ r (Revised02/24/2014) �� N 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 i Signature OWNER o AG NT CONTRACTOR The foregoing Ftrument was ack o ledged before me this The foregoing' rument was acknowledged before me this 22 day of 7U (F- , 20 /--'N by 7 G day of 7:�vAE 120 I- by 7��0 i�l`l���S6 N n A MP , who is personally known to A I (A� �(Af 1 who i a y <no to me or who has produced FA-)PAVE-2 QQ F NS"�-as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB I NOTARY PUBLIC: CAI Sign: Sign: gJdtk Print: S I NDLA A —A) A('b Print: o 11 7 R •. v OLLAZO Seal: =oyAY"ty`^ NotaryPublicStateofFkxWe N:ia Seal: MY COMMISSION�FF112762 Alvarez y� My Commission FF 156750 ?�°` EXPIRES May 21, 2018 e` Expites 09/03/2018 ( 307) 398-0153 FloridallotaryService.com ***************** ********************************************************** APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) c i `I—vv2 3(,,) 20(T � Gt.(N� u'e- �' crC 5`� � � GWI `�C, �'�t'S 1 U v� 6 � ��✓'� � k uvl.vvtS Vry cnn � 5�w �d-c.�u-1 � 5 � i��e�e-r c ✓� r�s`�o�s-e � �c dtvf� p�(it.G t VT'e� I VI l.7vVl�('S Wt `1 VI a_. �t� CA20f�C, �p � " A ' l p�7-0 Nl� a GTI- S - "�)0v-A 1-0A � X BUILDING PERMIT APPLICATION .a \ice/\ .��� Miami Shores Village JAN 05 2017 Building Department RV 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972y� INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 Master Permit No.12l c 1 � - z f5 Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: lo-j-a N L- Q (_ City: Miami Shores County: Miami Dade zip: 33k3ti Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): bHD.7 A GAAcp Phone#: 30S S`88• 51153 Address: q 6 T, 'StrtpA City: MLOL4M t 5Ut0 5 State: r L Zip: -5-5 38 Tenant/Lessee Name: Phone#: r Email: I�C0.vvlvQ C0.rli(7i'1Y1E�G��• C[7 CONTRACTOR: Company Name: Ace Phone#: Address: 11C1 5- W • ` t xi e t4RIAI" City: I'.4 � WWI w F State: G L Zip: Qualifier Name: ,r-g� Y At" 'Fae-t +- Phone#: State Certification or Registration #: 1. G-C 05112'51 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City---- State: Zip: Value of Work for this Permit: $ ' St ao C) Square/Linear Footage of Work Type of Work: ❑ Addition ❑ Alteration ElNew ElRepair/Replace" © Demolition Description of Work: ?)gA00ut, ff.4we e'4k5kA0k CGl�tb1��'i� C0.�yl� 'Sly► �sP.1Mf���51( Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ _ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ _ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 an j a-re�nspection fee will be charged. Signatu OWNER or AGE The foregoing Ynstrument was acknowledged before me this — Is dayof Dcm�xe, 20/, by ,ohn A. Co M 12 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P Print: Signature ONTRACTOR The foregoing instrument was acknowledged before me this >> day of iJ vyQMbp< 20 1IL by A�Qn (' who is ersonally known/to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �1 Print: e6alr cj, 4, b Notary PIIbNC,- $f$0 01 Florida MY COMMISSION #FF112762 Seal: Commission i► Ff 228012 Seal:,: o;' �a `"''��.,��+'��' EXPIRES May 21, 2018 Mir Comm. Expires Jul 7, 2o19 (407) 398 0153 FloridaNn*a a ;v .com • thous Nftr Not" Assn. ************************************** ** ** ************************************************************** APPROVED BY Plans Examiner Zoning L Structural Review Clerk (Revised02/24/2014) LOCATION PLAN N.T.B. LEGA DESCRIPTION: MIAMI SHORES SECT. 3 P.B. 10-37; W. I'2 OF LOT 9 & A " ;1 OTr 1 Q K 81 S JAA N /05 (D017 WIWI NEU W&CUM J a h rt A . C*.w-r L o c o N'E R&rt 54.4ft4_ in w00aCWT,ATACM(a ,.. • rows• aooua vA„' ....�........•.� ... .. Mnnamww.JCJam "r arAtaoY,Ya61a•�1 ' n,ovc zN � w °iwn -., ............ �Aa wk ;b pn�A� Jw AA apM ,r.nKwaae.. i �.. �r000nw+am.e.,..•�. --jam,.�n(i1�p aM 7 mi. vrmaarrrw awo aApranu•, MOOo,.,Aoo to iq 1. 7xAmM AriAOyp'a RalR'Niµ• •. .,•�•^••4 '�•. •.... aN.ONa A41liflMlap orerr.rwvur, •b in raawnauraaw uvAlmu .�•Mp,a.aa ; /ZJYP. eHCTOM TMRU COUNTHR I' 0*&L e xr PCRCN V-0 11 PERMIT# MIAMI SHOREc BUILDING DEP ILLAGE RTMENT 4 APPROVED Z jNG BY DATE T. NG STRUCTURA EAT. L 'q ✓ / IT sZLE RICAL v �, PLtI 04C r. ea ' l bal, PO N EaxrROM QRL,4N- B U I L Lrm'!" DE rASUBJECT TO COMPLIANCE WITH LL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS �T. 9EDRCd`I ITT. erR/wm IX4Si, DEUNG �rlL MOAN D06T. CRC. Ewer. ucNis � r-- ro REnaN REMOVE EkleT. PdR1171CN TD I I I I N N.N. Dtlei, eBdC 7M 34' 40 i i ffii�A QB. !i' WIN N9U I I DOT. DA •-� am CCNNTER ii W'k NEB EMeLL Dot. W. ti ELECTI Pµ° MO DaeT, WAbNEQ IXlet, W,N, Mores• rAW W votTuxn.ov.l*jw u6A 16N ,R• 17 7a , Maly aAuu MOIIANC4a arM81 Vr ISPAPW2 • • • •• •• • • • • • • ••• • • .. ... .. . .... �+ExrENeM MV .... ..... ...... . .. .. . . . .. \-1--wr XW CAUL. 4XK EXP. n. • • • • • • • • . .. .. . . .. .. i_ SMOKE/CARBON MONOXIDE DETECTORS, ANY AND ALL CLOTH AND RUBBER +NSULATED CONDUCTORS TC* BE REPLACED. NO POINT ALONG COUNTER TO BE MORE t 0106 2 FFFT FROM G.EI PROTECTED RECEPTACLE. PUT D/W RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. €BATHROOM RECEPTACLE ON 20 AMP CKT r AND G.FI PROTECTED ECISt, iJv.NC4 W, PCIPIC1014 P0964 w Epa'Wr A. t. "m+ -• i-• M..+ TO RVAN R iVY LiI'P�7ti t 1 1 PA,Q11PON TO t t N N.N. fxIaft O.0 �R ,r,�,tl.1►t�R t t N.R. h1B."�y {$,h`1A1,Jx � t WT. REF+ Fu10"T. 05 A -I 1 Iif, I�dSN!~� EXIST, �t�1'N'16 PA�1�.6 �e►' Vt541�S�R01�D�l;ti?J.�1N 126 A v..^tint>a 1 100 lfr 121 20 NEW SMALL Appu cos _ ISPAR91 «... i�' i� t8 t NE1Ni,3CiH7t� SPARl:� G1�i�AGE ELECTRICAL R�`�-------�..�....»_......._ APPROVED' Z. j 1 OINK ac fitEU AIPP AE" E vsr. �� PAIRT111014 TO rti " ► low IMM eiAR N5101 1# JwT } w Wawa AA • 4-4o Opt E IOT. AV, T, WA 2b A t fly" NEW -SMALLt,�, PUMC�O �P � rz U is t N UGH7SLk,!�, ,L,4r` � ELECTRICrU. , APPROVL- C�/�- • • i •••••• w—LL• r j • • E •••••• • 0 .000 0 .... . .. ....% Miami Shor.e90ViMa9q,..�••••� ... .. ..... Building Dprtment ig 1005®•Mp6i,,2nd Avenue , • Miami Shores, F;orida33138 ....:. TQI: QU) 795 22a4 Fa)t:0(3(75) 756'8971 00 • • • • MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the project on the below listed structures as of 08-22-17 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) IX SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. ALIOSKAR GANEM 2 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowled� i� eligf,Td professional judgment those portions of the project outlined above meet the intent of the Florida Buildin\g,d' r 1KArRirf'��,� substantial accordance with the approved plans. Q�- . • �',q '%, Signed and Sealed Engineer/Architect Name ALIOSKAR GANEM _ •. (PRINT) - 74 Address 18200 NE 19th Ave OF 0 DATE: 05-06-14 Phone No. (786) 916-6546 -N � Created on 6/10/2009 NA 1111111 GANEM CONSULTING ENGINEERING PAGE •" i/19 GC COVER SHEET DATE: December 05, 2017 PROJECT: HOUSE REMODELING ADDRESS: 1050 NE 96th ST. Miami Shore FL. 33138 CLIENT: DESIGN BY: AG This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 19. 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 corrpuntlb;Al $s pages 1 through 19. ��pSKA C E !V� # No. 4'= p T?k% r 6. M F � rti EJ NA* ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162 j PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com I I r ;•••• •••••� ;GANEM CONSULTING ENGINEERING iitvi'on®�CI� • .. ••• . .. C.A.31187 ■or, 1311 Nit ca • • • • • • • • . • •' • • • 1$200 NE 19`h AVE ...... 1 ool Icca a ....: .. .... North Miami Beach— Florida 33162 ool lea NMI 1130 • . • • . • • • • • • • • • Phone (786) 916-6546 Fax (305) 848-9318 ram, • • • • • ..... • . • • • • • • alioskar@ganemconsultingeng.com .. .. INDEX DESCRIPTION Wind Analysis Steel Beam Design Steel Column Design Steel Plate Design Anchor Bolt Connection Design Wall Foundation Design PAGE ii/19 ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162 PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com PAGE 1 4 11 12 13 19 • 1419 MECAWind Version 2.1.0.6 per ASCE 721'0" ' Developed by MEGA Enterprises, Inc. Copyright 2017 www.mecaent.erp.-ase��ar;m i'• '• ........................._..................................................4i o e.•.............. • • • Date 12/4/2017 Project No. •••••• • • Company Name ALIOSKAR GANEM PE Designed By : ALIOSKAR GANEM •P • •• • •••••• Address 1380 NE MIAMI GARDENS DR STE 2 Description City NORTH MIAMI BEACH Customer Name •••••• • State FL Proj Location File Location: `,,',Aa osk. a: `.,protects\,}AVi F..F; CAPDEVILLE CONTRACTOR\1050 NE 96th ST MIAMI SHD ES FJ 33138\iJv" •• • \WIND.wnd Directional Procedure All Heights Building (Ch 27 Part 1) '•• All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 BM = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 1.11 : 12 Slope of Roof(Theta) = 5.27 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Gabled RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= 2.50 ft Roof Area = 4830.00 ft" 2 Bldg Length Along Ridge = 74.00 ft Bldg Width Across Ridge= 60.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.50 ft lzm: Cc*(33/Zm)"0.167 = 0.19 Lzm: 1*(Zm/33)AEpsilon = 540.11 ft Q:(1/(1+0.63*((13+Ht)/Lzm)A0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 7 2/19 ...... :r III z Kh: 2 . 0l* (I4t/Zg) ^ (2/Alpha) = 1.03 Kht: Topographic Factor` (Figure 6-4) - 1.00 Qh: .00256*(V)'2*I*Kh*Kht*Kd 68.65 psf Cpww: Windward Wa1.1 Cp(Ref Fig 6-6) - 0.80 Roof Area 4830.00 ft"2 Reduction Factor bwmd on Roof Area = 0.80 MWVRS-Wall Pressures for Wind: Normal to 74 ft wall (Normal to Ridge) Wall cp Pressure Pressure +Gcpi (pat) -GCPi (pat) Leeward Wall -0.50 -41.54 -16.82 Side Walls -0.10 -53.21 -28.49 Wall Blev Kk kzt qz Press Press Total ft Pat +Gcpi -GCpi +/-Gcpi _z------ ------- - --- - --- ----- -------------- Windward 14.00 1.03 1.00 68.65 ---------------- 34.33 55.04 75.86 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Mist from Windward Edge Cp Pressure Pressure +Gcpi(pof)-Gcpi(psf) 0 0 ft to 6.3 ft -0.90 -64.88 -40.16 6.3 ft to 12.5 ft -0.90 -64.88 -40.16 12.5 £t to 25.0 �t -0.50 -41.54 -16.82 25.0 ft to 60.Oft -0.30 -29.86 -5.15 MWFRS-Wall Pressures for Wind Normal to 60 ft wall (Along Ridge) Wall cp Pr®azure Prbsaure +Gcpi (pat) .Gcpi (pat) Leeward Wall -0.45 -18.81 -14.10 • 13119 ...... . .. ...... Side Walls -0.70 -53.21 -28.49 •.•i.• • • • �••.• .• • Wall Elev Kz Kzt qz Press Press Total • •.• ft paf +GCpi -GCpi +/-GCpi 9980 • • ---------------- ------ ----- ----- ------- ------- •.•.•• • • •..• . Windward 14.00 1.03 1.00 68.65 ---------------- 34.33 59.04 73.14 .. •• 000000 • •••••• • Note: 1) Total = Leeward GCPi + Windward GCPi • • • • Roof - Dist from Windward Edge Cp Pressure Pressure •• • •.• • • • +GCpi(psf) -GCpi(psf) --------------------------------- 0.0 ft to 6.3 ft ------ -0.90 ---------- -64.88 ---------- -40.16 6.3 ft to 12.5 ft -0.90 -64.88 -40.16 12.5 ft to 25.0 ft -0.50 -41.54 -16.82 25.0 ft to 74.0 ft -0.30 -29.86 -5.15 STEEL BEAM Dec 05, 2017; 09:26 AM Load Case; D IES VisualAnalysis 8,00,0013 DEAD LOAD = 10 ft X 25 psf = 250 lb/ft .. ... . . . .. .. . ......... . .. ... .. . . . .. . ... ... ... ... ... . .. ... . . . .. .... ....... . . . . . . . . . . . . .... . . . .. .. ... . . . ... . . 5/19 STEEL BEAM Dec 05, 2017; 09:30 AM Load Case: L IE8 VisualAnalysts 8.00.0013 LIVE LOAD = 10 ft X 30 psf = .... . . .... . . ...... . .... . ..... . .. . .... ....... . • . • • • • • •9. 6/19 STEEL BEAM dec 05, 2017; 09:36 AM Load Case: W-Y IES VsualAnalysis 8,00.0013 IND LOAD = 10 ft X 65 psf = 650 Ib/ft .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... ... ... ... ... . .. ... . . . .. .... ....... . . . . . .. . . . . . .. .. . . . .. .. ... . . . ... . . 7/19 STEEL. BEAM Dec 05, 2017; 09.44 AM Design View; Unity Checks IES VisualAnalysis 8,00.0013 0.834 ... . . ... . • . • .. ... • . .... . . . . . ... . . . . ... . . . .. .. . . . . .. . ... ... ... ... 0% . .. . . . . ... . .. ... . . . . . .. 8/19 Project: STEEL BEAM December 04, 2017 Model Summary Structure Type: Plane Frame 2 Nodes, and 2 Degrees of Freedom 1 Member Elements The model is linear. The model will have 2 unique mode shapes. 2 Nodes, and 2 Degrees of Freedom The size of the model is: 15.750 ft, in the X direction 0 ft, in the Y direction Design Criteria Vertical Direction: Y, Ground Elevation = 0.00 ft Risk Category: II Seismic Data: Spectral Acceleration (SDS) = 0.150 Seismic Design Category: A Overstrength OmegaO:X=2.5, Seismic Redundancy Rho: X=1, Wind Data: Speed = 105.0 mph, Gust Factor = 0.85, Roof Height = 0.0 ft, Hurricane Prone? No Load Case Summary 3 Service Load Cases 17 Equation Combinations Desian Grou Group/Mesh Elements LL Factor Unity Design Shape Overstren th Steel Beam X_G01 1 1.0000 0.8344 W8x18 No Nodal Reactions 9/19 Node Result Case Name FX FY MZ lb •• ••• Ib •' lb-ft N001 0.6D+0.6W n-Y 0.0000 " "' " -I M5 2993 -NA- N001 0.75 D+L+ »-Y 0.0000 -646.3321 -NA- N001 0.9D+1.OW »-Y 0.0000 0 see - 9 9 -NA- N001 1.2D+1.OW+L+0.5Lr »-Y 0.0000 • • -1 05.5 85 -NA- N001 1.2D+1.6L+0.5Lr 0.000 • • • 3 1. 5 -NA- N001 1.2D+1.6Lr+0.5W »-Y 0.000O • • • 0-27.4f35 -NA- N001 1.2D+1.6Lr+L 0.0000 3713.1515 -NA- Page1 ... . . . . ... . Visua/Analysis 8.00 (www.iesweb.com) • • • • • • • • Project: STEEL BEAM December 04, 2017 10/19 . ...... . .... . ..... . ... ... . . . . ... . . NOW 1.4D+0.9H 0.0000 2953.8850 -NA- N001 D 0.0008" :. :. .. .29p9.$1.79 -NA- N001 D+0.6H 0.00009. '. ' '2109. 79 -NA- N001 D+0.6W »-Y 0.0000 '. ' - 1 1 -NA- N001 D+0.75 L+0.6W+Lr »-Y 0.0000 1578.3554 -NA- NOW D+0.75L+0.75Lr 0.0000 3881.7929 -NA- N001 D+L 0.0000 • • .. • .. . 144 M 4179 -NA- N001 D+L 0.0000 • • • • . • • • •44 .4179 -NA- N001 D+Lr+R 0.0000 0 0 0 e •21O 9179 -NA- N001 L 0.0000 2362.5000 -NA- N001 Live 0.0000 2362.5000 -NA- N001 Wind »-Y 0.0000 -5118.7500 -NA- N002 0.6D+0.6W »-Y 0.0000 -1805.2993 -NA- N002 0.75 D+L+ »-Y 0.0000 -646.3321 -NA- N002 0.9D+1.OW »-Y 0.0000 -3219.8239 -NA- N002 1.2D+1.OW+L+0.5Lr »-Y 0.0000 -1405.5985 -NA- N002 1.2D+1.6L+0.5Lr 0.0000 6311.9015 -NA- N002 1.2D+1.6Lr+0.5W »-Y 0.0000 -27.4735 -NA- N002 1.2D+1.6Lr+L 0.0000 3713.1515 -NA- N002 1.4D+0.9H 0.0000 2953.8850 -NA- N002 D 0.0000 2109.9179 -NA- N002 D+0.6H 0.0000 2109.9179 -NA- N002 D+0.6W »-Y 0.0000 -961.3321 -NA- N002 D+0.75 L+0.6W+Lr »-Y 0.0000 1578.3554 -NA- N002 D+0.75L+0.75Lr 0.0000 3881.7929 -NA- N002 D+L 0.0000 4472.4179 -NA- N002 D+L 0.0000 4472.4179 -NA- N002 D+Lr+R 0.0000 2109.9179 -NA- N002 L 0.0000 2362.5000 -NA- N002 Live 0.0000 2362.5000 -NA- N002 Wind »-Y 0.0000 -6118.7500 -NA- Page 2 Visua/Analysis 8.00 (www.iesweb.com) 11/19 .Daniel 7, Li PROJECT NEWADDITION PAGE �z zErr € aaa 3rs� e�ia Aux! CLIENT: DESIGN BY: JOB NO.: sci DATE: REVIEW BY : INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) COLUMN YIELD STRESS DIMENSIONS AXIAL LOAD, ASD STRONG AXIS BENDING ? (1=Yes, O=No) BENDING LOAD, ASD THE DESIGN IS ADEQUATE. •••••• HSS4X4X114 Tube • • • ' •' • • • "" F = 46 ksi i' 00004 • H= 11.0 ft "" T. ' ' • •••• • •• •••• P = 12 kips ••••••W • ••:• • • • ••• •• ••Ile• •••• • = > 0 yes, strong axis bending. • • • w= 0 k/ft • • • •••••• YSIS K COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360-05, H1) Pr+9 .for Pr>_0.2 PC 9 M , Mry� PC 0.21 < Pr + Mrx+m for Pr <0.2 2P, (M, May Pc 4/3 [Satisfactory] Where Pr = 12 kips Mrx = 0 ft-kips, at middle of column Mry = 0 ft-kips, at middle of column Pc = Pn / S2c = 93 / 1.67 = 55.943 kips, (AISC 360-05 Chapter E) > Pr [Satisfactory] Mcx = Mn / S2b = 17.978 / 1.67 = 10.765 ft-kips, (AISC 360-05 Chapter F) > 3/4 Mrx [Satisfactory] Mcy = Mn / d2b = 17.978 / 1.67 = 10.765 ft-kips, (AISC 360-05 Chapter F) > 3/4 Mry [Satisfactory] ECK LATERAL DEFLECTION 5wH4 0.00 in On�`d — 384EI < L / 120 = 1.10 in [Satisfactory] Where ES = 29000 ksi 1x = 7.8 in 1y = 7.8 in 12/19 X .10 . 3 0 • •. •• • . • • 1 ..•• 4 .... 2 """ 10 in • . . Min Mase Plate Connection B'�se Plate Thickness :.5 in Base Plate Fy : 36. ksi Bearing Surface Fp : 2.8 ksi Anchor Bolt Diameter :.5 in Anchor Bolt Material : A307 Anchor Bolt Fu : 36. ksi Column Shape : HSS4X4X4 Design Code : AISC ASD 9th Pullout Code : ACI 2005 Coarse Solution Selected Anchor Bolts OM+ Y /in\ 7 /in1 T=nc /k1 \/v /kl Bw ;e Plate Title - Bearing Pressure Maximum Bearing .234 ksi Max/Allowable Ratio .083 ASCE 7 (ABIF = 1.000) 1.234 (ksi) 0. - Base Plate Stress Maximum Stress 2.182 ksi Max/Allowable Ratio .081 ASCE 7 (ASIF = 1.000) 2.182 + (ksi) .� 0. V-7 (kl Pt (kcil ft (kci) Fv (kci) fv (ksil Hnity Combination 1 3. 3. .483 0. 0. 1 N.A. I N.A. I N.A. N.A. N.A. ASCE 7 7 2 -3. -3. .483 0. 0. N.A. N.A. N.A. N.A. N.A. ASCE 7 7 3 3. -3. .483 0. 0. N.A. N.A. N.A. N.A. N.A. ASCE 7 7 4 -3. 3. .483 0. 0. N.A. N.A. N.A. N.A. N.A. ASCE 7 7 waas P k Vx k Vz k Mx k-ft Mz k-ft Reverse DL 2.1 No LL 2.4 No WL -5.1 Yes 77d www.hilti.us Lqii ii Profis Anchor 2.6.6 Company: Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 12/5/2017 E-Mail: • 0 0 • S p ecifier's comments: • • • • • • • • . • • • • 1 Input data •••• •• • Anchor type and diameter: HIT-HY 200 + HIT-Z 1/2 M� • • • 'Fill Effective embedment depth: hef,optl = 2.750 in. (hef,llmlt = 6.000 in.) • • • •: • Material: DIN EN ISO4042 Evaluation Service Report: ESR-3187 SAFEw-i*1E7':' Issued I Valid: • • • • 6/1/2016 1 3/1/2018 • • • • • • • • • Proof: Design method ACI 318-08 / Chem • • Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: ; E = 0 psi; fyk = 35998 psi; yMs = 1.100 Ix x ly x t = 10.000 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: calculated (0.039 in.)) Profile: Square HSS (AISC); (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Base material: uncracked concrete, 3000, fc' = 3000 psi; h = 10.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] 8r Loading [lb, in.lb] X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hiiti.us Profis Anchor 2.6.6 Company: Page: 2 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 12/5/2017 E-Mail: • • • • 2 Load t�/ResAltIAQ anchor forces ...... .. . ...... • Lpad case: Qesign loads.•;•.. •••••• •••Anchor?e,rtTo4[lb] ••••�• • • • •Tension force: (+tension, ; cogVjession) • • •� Anctiar• • • ; TensibpLd g% Shear force Shear force x Shear force y • 1 451 0 •• 2 451••�• 0 0 0 • 3►•... 451 0 0 0 •••••• 4 4510 • 0 0 0 max. concrete compressive straln: [%aj Max. conLkte Compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 1806 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load y 0 04 4 T 'bn 0. 1 02 Load N1e Jib] Capacity + Nn [Ibj Utilization pN = N„a/+ Nn Status SteelStrength* 451 8695 6 OK Pullout Strength* 451 Sustained Tension Load Bond Strength* N/A Concrete Breakout Strength** 1806 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3187 0 N58 z Nua ACI 318-08 Eq. (0-1) Variables Ase.N [in .2] fete [psi] 0.14 94200 Calculations Nsa [lb] 13377 Results Nsa [lb] steel Nsa [ b] Nua [lb] ._ 13377 8695 451 3.2 Pullout Strength NPn r No refer to ICC-ES ESP-3187 � NPn Z N a ACI 318-68 Eq. (D•1) Variables Np [lb] 11719 Calculations Results N n [Ib] m 6nerete N n [Ib] Nua [Ib] 11719 0.650 7617 451 7617 6 OK N/A N/A N/A 11625 16 OK Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Hiltl AG, Schaan www.hilti.us Profis Anchor 2.6.6 Company: Page: 3 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 12/5/2017 E-Mail: • • •••.•• 3.3 Concrete Breakout Strength • • • • • • • ANC Ncbg — IVc,N Nib ACI 318-08 Eq. i - \ AN o/ W ec,N W ed,N V cp,N (D-5) • • • • • • • • •••••• m cbq Z Nua ACI 318-08 Eq. (D-1) • • • . • ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) • • • • • • • 00000 ANco -9hef ACI 318-08 Eq. (D-6) •����� i•••i• ••i••• V/ ec,N 1 + 2 eN 51.0 ACI 318-08 Eq. (D-9) • • • • • • • • • 3hef • • • • • • • • •••••• Ved,N = 0.7 + 0.3 Ca,min 51.0 ACI 318-08 Eq. (D-11) • • • • • 1.5hef / • • • •••••• 1 5hef1 • W cp,N = MAX �Camin — 1.0 Cac Cac J ACI 318-08 Eq. (D-13) • i Nb = kc hefs ACI 318-08 Eq. (D-7) Variables hef [in.] ecf,N [in.] ec2,N [in.] Ca,min [in.] V c N 2.750 0.000 0.000 7.000 1.000 Cac [In.] kc k fc [psi] 4.125 24 1 3000 Calculations i z z ANc [ n• ] ANco Dn• ] V ec1 N V ec2 N V ed N V cp,N Nb [lb] 203.06 68.06 1.000 1.000 1.000 1.000 5995 Results Ncbg [lb] concrete Ncbe [lb] Nua [lb] 17885 0.650 11625 1806 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilt!.us Profis Anchor Company: Page: 4 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 12/5/2017 E-Mail: • • . • 4 Shearlq U ...... .. . ...... ' Load V [ib] goo Capacity + Vn jib] Utillzatlon pr = V„•/+ V„ Status • " eel Strength*, 0.0 • N/A NIA N/A /A •...Steel failtire4`0iever arr-o. .' N/A N/A N/A N/A • • • "yout S%U"(Pond SJ&tlII1'cbntrols)* N/A N/A N/A N/A I!oncrete edge fall ure in direction ** N/A N/A N/A N/A *anchor hiving toe high(pt adiQg **anchor group (relevant anchors) ID • •••••• :•.•ilNarning,% •'• • Load reiMIributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement Is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 6 Installation data Anchor plate, steel: ; E = 0 psi; fyk = 35998 psi Profile: Square HSS (AISC); 4.000 x 4.000 x 0.250 in. Hole diameter in the fixture: df = 0.563 in. Plate thickness (input): 0.500 in. Recommended plate thickness: calculated (0.039 in.) Drilling method: Hammer drilled Cleaning: No cleaning of the drilled hole is required 6.1 Recommended accessories Drilling Cleaning • Suitable Rotary Hammer • No accessory required • Properly sized drill bit ILL_ �` Profis Anchor 2.6.6 Page: 5 Project: Sub -Project I Pos. No.: Date: 12/5/2017 • e • • • Anchor type and diameter: HIT-HY Za4; H, LT-Z 1/2 Installation torque: 354.030 in.lb 0000 , • • Hole diameter in the base material:0.563 in • • • Hole depth in the base material: 3.758 In • • • Minimum thickness of the base mattilo:'5:4OO in. ; • • •: • •• •• • Setting • • • Dispenser including cassette and mixer • Torque wrench Coordinates Anchor in. Anchor x y c_x c.x c.Y c.y 1 -3.000 -3.000 7.000 13.000 2 3.000 -3.000 7.000 13.000 3 -3.000 3.000 13.000 7.000 4 3.000 3.000 13.000 7.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hllti:us Profis Anchor 2.6.6 Company: Page: 6 Specifier: Project: Address: Sub -Project 1 Pos. No.: Phone I Pax` Date: 12/5/2017 E-Mail: • • •••!. ,• 7 Remgrk!%;•Your Cooperation Duties • • • • *Qny and all;nformation a rgCdA%contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and 000*0 rcurity and ' • • • • eulations in accordance with contained !unmounting instructions, etc., that must be strictly Uthe use M figures heeinae directions figures, and therefore use -specific fo tests are to be conducted prior tousn • • • • the relevattf Hilti'product. O"tesults of the calculations carried out by means of the Software are based essentially on the data you put in. • • • . fhereforee you bear the: ale geslponsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. ity for having the results f the and cleared by an expert, • • • • ard to ompli nce withh appl caPlpr g%s a d permits, prior to usingothecalculation m for y urspec fiic facility. ity. The Software serves only as arly t an aid t interpret norms • and permits without any:]uarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific ' licaf ' PP �Da+ • • ' • • • —;ou must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the ' regular da(*u*p of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the Autd 4date function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilti AG, Schean 19/19 PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: ND REACTION )OF DEAD LOAD )OF LIVE LOAD IIL ALL. PRESSURE ,UND. LENGTH ,UND. HEIGHT (Wh) UND. WIDTH (Ww) UND.REBAR + LI ;DI - 0.6W EXISTING WALL FOUNDATION 5120.0lb (ULTIMATE) 2110,0 lb 2365.0 lb 2000 psf 11.00 ft 10.00 in 20.00 in # 5 USE (2)REBAR DESIGN ADEQUATE 4475.0 lb Gravity Gov -1806.0 lb RAVITY LOAD 4475.0 lb DUND. LENGTH 11.00 ft DUND. WIDTH 1.7 ft Ll. SOIL PR. 2000 psf IN WIDTH _ P _ 6xL EBAR AREA REA REBAR INSTALLED IN REBAR PER FOOTING PLIFT ANALYSIS PLIFT LOAD 1806.0 lb Wuplift IN WIDTH _ _ 150pcfxLxh SHEET No. OF •• • •• • • • •••••• • •• •••••• WALL FOUNDAT41igeo • WF20 W/(2) # 5 F FfBOWJAT a�•��� �•� BOTTOM •••• • •• •"'• • • •••••• • • ••••• ••••�• 0 • • • • • •••••• • GRAVITY = D + L 1 2 NET UPLIFT = 0.6D + 0.6WIND ' 2+ L, i 0.20 ft (2.44in) < 20.00 in OK 0.36 inA2 0.31 inA2 UNIT (2) # 5 REBAR 1.31 ft (15.76in) < 20.00 in OK