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WS-16-310 (2) • -�'� Miami Shores Village Building Department 4PR 01 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION UNE PHONE NUMBER:(30S)762-4949 FBC 2014"5 BUILDING Master Permit No. U) S 46— 340 PERMIT APPLICATION Sub Permit No. 'QeZy 16— ❑BUILDING ❑ ELECTRIC ❑ ROOFING RfIREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: Sf - City: Miami Shores County: Miami Dade Zip: :5 3)3e Folio/Parcel#: 1 1 3246' bi4- 14 0� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �`J!a�T L Tyr ci, W ACIC°1 L Phone#: . 7sy -®��� Address: 12-70 N 1 qS S City: A;', _Stwr•PS State: Zip: 3338 Tenant/Lessee Name: Phone#: Email: 1 r CONTRACTOR:Company y Name: �(e CD.t®.;� C )q+S Phone#: Address: .�! o 1 T sW `Lq T_er' /� City: A4 i.,-,�- /� State: fl<L Zip: 53/76 Qualifier Name: tT"tyi .i '✓'eti Phone#: State Certification or Registration#: C i2 C b IG-750 Certificate of Competency#: DESIGNER:Architect/Engineer: °►/c? er"01s-;011 Phone#: Address m,4366 .S�, r. S' d�0,?o City: �"1 i"•t -State: PL Zip: Value of Work for this Permit:$ %AJ?--� Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [`�Repair/Replace ❑ Demolition De�ption of Work: k i. A � A/IK &®I GCC ��h�?Y� �.A�7(�� -� 1A 1 tJS��,t F 'h -V /IJW_ Specify color of color thru tile: Submittal Fee$ Permit Fee$ c��` CCF$ CO/CC$ Scanning Fee$ 3' `°V Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) . 400 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGE T CONTRACTOR The foregoing instrument was acknowledged before me this The fo egoing in r'ul mAe�nt waasacknowledged beforeUethi day of 20� ,by day of W V/l oa I .2 1 LP by 16 e who is personally known to J�VIYI Q� '`� .w o me or 60ZHfE= as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign: Print: Print: *aAAIV l�rwy�i Seal: itAiarm m%Wan FF 187 Seal: j ME pirae 01/31/2019 �tW�;��e��c LAURA HERNANDEZ Or ro�N'„ve�'r O * MY COMMISSION f EE 864425 * EXPIRES:January 10,2017 ��x��;�iLS:Januar 10 °' *s*+rw*s*sus:ssssssrs+►ssssa s*s�ess+• sss+r a *.►*pass*sir*» *swsss:sr� ��� ►*' e*11WAI Yet+ y COswim APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) R©® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 04/05/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT NAME: Mary O'Keefe JM Private Insurance Agency,LLC LAIC,No.PHONE : (305)908-1832 JV No): (305)907-6168 7274 SW 48th Street ADID TRESS: mary@jmprivateinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33155 INSURERA: Bddgefield Employers Ins Co 10701 INSURED INSURER 8: AIX Specialty Insurance Co 12833 The Companies of R&S,Inc INsunR c: Mapfre Insurance Co of Florida 01984 8715 SW 129 Terr INSURER D: INSURERE: Miami FL 33176 INSURER F: 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 RR TYPE OF INSURANCE DD UBR POLICY NUMBER �M/LIDD EFF MM CD P LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RE CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100.000 MED EXP(Any one person) $ 5,000 B X L1YA26439802 04/01/2016 04/01/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY[:]JECT 1-1 LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: Ded BI PD $ 1,000 AUTOMOBILE LIABILITYBIND I LE IT $ Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ C ALL OWNED SCHEDULED X 41506160012606 04/012016 04/01/2017 BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ X HIREDAUTOS /� AUTOS Peracddenrt $ UMBRELLA UAB L]OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STA UTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTiVE YIN E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBEREXCLUDED9 rY NIA 83044716 04/01/2016 04/01/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEO$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT I$ 1,000,000 I T DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remadre Schedule,may be attached H more space Is required) Certificate Holder is an Additional Insured with respects to General Liability and Automobile Liability when required by written contract. State Contractor License Number CGC 016750 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD i ALwFAR00Q CORPOLTlYN CONSULTING ENGINEERS & PRODUC NT N Client: R&S COMPANIES Date: Mar 21,2016 Project Name: 1270 NW 95TH ST Engineered By:MI Project Desc.: SCOPE:REDUCED ANCHOR CAPACITY Checked By: CALCULATIONS AFC Number: 16-0345 Building.Height(ft.):N/A Design Criteria: �ef t _ sq-3i, Florida Building Code 2010 � ����-��-�_;4�, Q o ii,Wind Loads are provided by the EOR. APR 012018 V' q m 5 rn General Notes: BY: � > _o -Any deviations from conditions shown on calculations or drawings shall be engineered separate) L \ �.2 -AI-Farooq Corporation will not prm ide a letter of compliance/inspection report unless called tall 'on. u -Engineering drawings are checked for structural requirements only. t g a w Q Additional Notes:TYPICAL EDGE DISTANCE INTO PRECAST SILL r ! N z LLJ ❑ EI�h fIrC7 C) w -(EXCLUDING NOTC10,EMBEDMENTAND SPACING PRESENT-SEE ATTACHED o m CANTILEVER CONDMON WORST CASE BYMSPECTION. Disclaimer: -This document is not valid without the embossed seal of an engineer. .. employed by Al-Farooq Corporation. • . • . . . . • .. ... .. . . .. AR 2 4 2016 -No portion of this document may be used or reproduced in any mariner. Unless authorized by signingprofessional 0 00 Javad Ahmad,P. FL#70592 • • • • :0: • C.A.N.#3538 . .. .. . . . . . 1235 SW 87m Avenue I Miami,FL 33174 1 T 305364.8100 I F:305.262.6978 1 www dmg com I a fs �afceng coin . . . • ALwFAROOQ CORPORA"T"ION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT March 22,2016 Ismael Naranjo Ref: Notched precast opening 1270 NW 95" Street Miami Shores,FL Dear Mr.Naranjo, At our client's request and based on our discussion with you, we have calculated anchor capacity and designed anchor requirements for each opening at said residence based on the conservative enclosed cantilever analysis. The altered anchorage requirements are all using 5/16" diameter ultracons and are specified on sheets 1 and 2. Please refer to the reference sheets attached for supplemental information. Feel free to call if you have any questions. Very Truly Yours, 6 MAR 2 4 2016 Javad Ahmad,P.E. Director of Engineering .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . ... . . .. . . . . . . . . . . . •• •• . • . . • 9360 Sunset Drive,Suite 220 ( Miami,FL 33171 T;305.j64$j00=F:305.2f*2.6978 I www.afcene.com alfaroog@afcena.com • • • • • • • • • • • •• •• • • • •• •• w o,&. w,-.044 _ -- — — -- - �Ww, Spice. •h • •••.•• ••f• •••.•. .... f. R.044A- ...... .... . . V U,AWIY pq-�si ... C� 4 WINDOW/DOOR SCHEDULE + SCOPE OF WORK Val)LOW"WATS mww WINDCWIDDaR REPLACEMENT CONSISTING OF: TM OESCRIPTNIII WONG TUIT FRAME PANEL WDTH% KANUF./ EFFECTIVE eIGN VITA mom MOTICBO, 19 aEW1YPACT RESISTANT ALUMINUM FRAMED OLl188 WMOOWB COLOR STYLE HEIGHT MODF19 AREA ZONE GCP(" PRESSURE PRESSURE AL Q.O.A 3 NEW IMPACT RESISTANT ALUMINUM FRAMED$LOUIS MASS DOOR$ (SO.FT.j GW0 (P-Sy-) 0'•1F.) . 2 NZWMPACT RESISTANT FIBERGLASS DOOR ® ALUMINUM CASEMENT WMOOMI. MUG fXEM WHITE % 96.280�' �'�'STR@S 129 INT(q � '812 -N7 +&01@.11 333 gPACTRESWANT ITM.S) •CA66W -048 389 f-S9 ®ALUMNUM�SI�DRRIEO DOOR- I Ins UsSISTANT �•B•) GEAR MxrtE "(G ec.ar Pf"''.g @S 232 END IS) .�' 4139 .�' 163a9.o2 GENERAL NOTES: IMPACTRES OUTMAMIO DOOR. NR NR Y[1nH X M f x791' PLASTPRO 172 MIT(4) w9S .D0., .781 KIWIS I. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA [ O IMPACT ReSIGTANT SEMES*W -146 319 a5 DL.APPROVAL) BUILDING CODE 2D14ANO THE ASCE 7.10 MIND CODE. _ ODI ALUMINUM CASEMENT MINDOW- 7 UG PGTINDUSTR@8 .1.00 +$Is .SS/ Z. CONTRACTOR BNALL Re8POR8ELE TO FIBLD VERFY ALL DOIENSKNS CLEAR VMITE % 36•x381' 9.8 ENDS) 183@.11 0PACTRe818TANT (f7P@S) •CA96W 4AD 399 .70 PRIM TO INSTALLATION. AWKNUMCABUUWVNDOW. 16 UO CHEM WITTE X 36•;381' PGTM)UTREB 9.5 END(5) 040 +518 .65/ 183100.11 3. WNDOW FRAMES I MLUIORS ANCHORAGE TO MAIN STRUCTURE SMALL BEN I PACTRESWANT (TYURS) CA55W 4.40 399 •70 ALUM MUMCABEMBNT MINDOW- 7M UO POT W WSTii@8 090 .019 468/ STRICT ACCORDANCE WTH THE UNITS NOTICE ACCEPTANCE•REFER TO I ® GEM IWITe x 39•x3Br 99 IR(A 150mil PRODUCT CONTROLS, MPACTRE WVA (T 81.16 •QAa6W .1.10 -512 6o ALUMINUM CASEMENT VINDOW 7ISU0 POTCAS W EB 140 +518 -70 4. ONLY M.OATNE OPENINGS S RESHAT ARE IDENTIFIEDZARP RT OF THIS PRODUCT.ALL OTHER ® GPACT RE818TANT fNWE'8 j �'R WIRE % 9B•x 3a�' Bb UT(n .1.10 3B3 .70 /6.0(0211 N.O#fEBiGN PRESSURES AND a�ME PMT�THE PeRYR.ALL O71EN 8 U A R g 2 ALUYNUM BLIGIIO G1ABa DOOR- POTNDUBTR@8 .082 N0.4 .80/ OPENINGS AM NOT PART OFTHIS PeIM,R. [NOIN[[RB ® IMPACT RESISTANT (fYPBS) C,FAR WIRE OXO 107}'x80" 2BA END(6) 424 32A .100 ,50b8'02 S THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE CA BEAMS, r•� UM NOR 7MLIG PSTIRDUSTRIEB +586 Nob +5717 COLUMNS.PRIMING,BTCa MOLL BE DESIGNED BY OTHER$TO WTNSTAND Te.NTatPt�' ,V WOW-WACTRBM$r NT (TYPES" CLEAR MIIRe XOX „P.501' •NR•M10` To" END(6) -0� 4W 1371 18-0803.10 THE LORD$ POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN ®ALUMINUM SLIDING GLASS DOOR. 11 UO POTIIIDUBTREB 4089 N72 .80/ PERRfRYEDTOVEREYTHEN ADEQUACY. IMPACT RESISTANT (fYPS'B') CLEAN MITRE XOX /.FLIP .��„ 42.8 NT HI 388 319 400 I50409A3 S FOR SCREW THE MIA.CLEAR WDTH REQUIRED IS.2P.THE MIN.CLEM FIBERGLASS OUTSWMO DOOR- PLA8TPR0 .088 .50., .76 t FL15210 HEIGHT REQUIRED I&2M,AND A MIN CLEM OPENING OF 0.T S0.FT.02 00. ® DPACTREBISTANi 511 NA V4HITe X 3,x79�' BEREB•P /72 INT(n .196 349 76 (FL APPROVAL) PT FOR GROUND FLOOR)S&L HEIGHT NOT TO EXCEED 44 ASOYE FISHED • ALUMMUM CASEMENTWNDOW- 7E UG POTINDUSTRES .086 .812 .843 • • UPACTRESISTANT HYPES" GEAR MINTS X 36.2501' -CA4W 128 END(5) 4W 3Si 139 150mll FLOOR. ••••• •• 110 ALU WINDOW MUG CLEAN X M,2M1, POTMIGUSTRES 99 END 0.00 +518 .851 163Po2.1i O 4PAOrRESMANT (TYPB'6') *CAMW .1.48 .«9 ao WIND LOAD CALCULATIONS • _ ••• PIBBA GDoojt NM NA VMTfe X 81}"x78�' PtASTFRO 17.2 W(4) -OM .60.1 .p6/ FLiS1t0 CODE:ASCE 7.10•COMPONEM AID CLADDING•METHOD2 QW ����++++ •••.• • MPACTRESIBTANT BERIEB•O 4.06 348 -76 (FL APPROVAL) 0 RE - ( � CLEAR -- X 36.2808 PGT a@S 129 INT H) -0m � 147 154x.11 WPOSURECATE 0 rroi 4p "• ALu WINDOW- 7wuG nOTINDUSTREa .088 .512 .64.7 EXPOSURE D f�J • GEAR WIRE x 36.250' 129 END(S) 16-0002.11 BUILDING CATEGORY- I ••'�W a MP R88ISTANT (TYPE•17 d37 3SI I•BB BUILDING CE FACTOR s-CATION Ea DEED V Q 9191• _ IMPORTANCE FACTOR Is- NM 0 ••• •• ALU OOW (T E" GEAR WHITE X Ir.501• .Aaw 63 END(5) -IA � X40 15-0403.11 MIND DRECTIaiN.RY FACTOR(Ni0• 0.58 W 90.40 • HEIGHT OF HILL OR ENTRAPMENT(H) Na O Z • • ALU WINDOW. 7E LNG GEAR WHITE X 38•w BO B' POTgN71taTREs 129 END iB) .028 •512 .84'7 TOPOORAPHICFACTOR ChD. 140 p 0#00 •• • AMT •G486W .127 3S1 149 180402.I/ MEAN ROOF HEIGHT 00• 23 FT Q^ • • ALU WINDOW- 7.U0 GEM WIRE X IC2601• PGTINDUSTR@8 6,y ENDM 1.00 +518 .55/ Li . 400 AMT •ca56W 4A 399 ao 15542.11 VELOCITY EXPOSURE CORFURENT(Kw• 1.10 ZLU ALUMINUM CASEMENT WINDOW. 715 UO INDUSTI E9 .085 +512 .647 • • ® ART (TYPES) CLEAN WHITS X 38'200$' 12.8 E90(5) 4W .68,1 149 160/0211 PRODUCT OF INTERNAL PRESSURE ALUYNUM WNOOW- 7MUG POT NDUSTREB .595 +512 .641 WEFFICENTANDGUBT 40 0 0 0• • •• ART (TYPES) CLEM WRITE X 38•x501' .ORS. 129 AUT(q 448 38.8 139 164Po2.11 EFFECT FACTOR(GCp4 50.18 • ALUMMIM CASEMENT PIED +U5 BIUOTRE8 +588 .802 .701 • •0• YVN REEBTMT MM-11•) GEM WIRE O 40.501• .Pw�, IRS 'RAW .186 349 .70 1., PRODUCT OF EXTERNAL PRESSURE 7YUO FOTNDUWREB .088 +512 .84.7 COEFFIOENTM000ST ALUM • gUM ,= (T m." CLEAN WARE X 39.250}' 12.8 INT N) 448 358 1.69 15040X11 EFFECT FACTOR(OCR) MOTE•) 9999• •• • ALUMINUM CASEMENT WNOOW- 7/8 UO CLEM W41T9 X 35•x35}• POT WOUSTREB A5 END(5) .1 .818 •881 15-0@11 BUILDING W AT NANROMIIST DIMENSION 404• •• IMPACT RESISTANT •CADSW 4.10 389 -70 CORNER DISTANCE FOR Z0995 GY 4-0• ALUMINUM CASEMENT MINDOW- MUG POTNDUSTREB +028 +512 +54.7 ® IP/UTRESISTANT (TYPE'6') mm Wine It W%D01• .c"aw 12.5 SIT f4) ADB •089 149154MMI1 (YIN.OF,00 OR THE NANROVEST ON.OR 0.4x*) ALUMINUM CASEMENTWNDOV• ML)0 CLEAN W(RE X 38•.36�'.PGT IIGUBTR@8 99 END(5) *1 +518 .86/ 150102.11 BUT NOTI988THAN 4%OF THENMROWEST 00.OR 9FTJ ® MPACT RESISTANT (TYPES" •CA8W d.A 399 -70 0.t%W'•C.4'-P ® ALUMINIUM HORIZONTAL ROLLER MUG 0.4%25.3•.10-0' ®IMwpDAPNwMpa POT UIGUSTRE6 .080 408 .861 uaxe.xeOM WINDOW-NPACT RESISTART (TYPES) GEM WIRE NO 69}•x80}' •HR-M/0• 10.4 END(d) 431 •Bdb -70 15090110 0.04X40.3••1•-7• ALUMINUM MORMONTAL ROLLER TIS L)0 POTNDUSTR@8 .086 N98 .gg/ ••43 MIN DOW IMPACT RESISTANT HYPE Yf7 CLEAR NHITS %O 63�'xIIO�' •HR•RiP 18.4 END 0) 431 35b •70 16.080.7.10 VEDCTYPRESSURE EVALUATED AT HEIGHT mh(aN ALUMINIUM CIBEMPM MINDOW 7ISUs PGTNDUBTREB 0.05 +512 .842 ell IMPACT RESISTANT (TYPES) GEM MINTE X 36•x50(' •CA6840• I" ENDO) 4A 38.1 /39 184402.11 G,5•4005600OOUC OP2) ALUMINUM CASEMENT WNDOVf- 715 NDUBTR@8 0.00 +5/9 .881 gN.40256(1.tq(1)LOAM07P2) ® IMPACT RESISTANT (TYPE'S') CLEM WHITE X 38'x3.1• .��, 99 HIT, .1.10 353 .70 15-0402.11 48.733PaF DN[ ^sero PUx1020ow- ewe ALUMINUM CASEMENT WNOOW- ANUG PGTIIG118TR@8 090 +5/8 .861 tMSIGNVMNDPRE88URE*) ® CLEAN VRiTTE X 38'x96 5.5 END lSj 4140 399 .70 18-0402.11 x..., MBVICT RESISTANT (TYPES) •GL4610• O.OWRISE GUXDMGMDBUILDING LESS THAN 8✓>Ph O4AP� P•10,8A10(GCP)•GICWB &ft" r..xrtDIr PaEBGURe) p•(Ob)799P3CPN)•(-0.18RP0.I WUCTI0IO P•W6173atGGp(a• eg OtMIpgTRM MOTE: GENEIM NOTES. 1. GOP SHALL BE SELECTED FROM FIGURE 511.5AUD ON EFFECTIVE CALCULATIONS MIND MEAMDZOMR`BEE WNDOWI DOOR SCHEDULE AND SCHEDULES 2. EFFECTIVE VMD SHALL BE THE OPENING WrVIREN STRUCTURAL BREMS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE BAeat TESTED COMPONENT ARE A STRUCTURAL WEAK 3. EFFEOTWEWRDAREA 180RPMEDASTHE HEINTMULTPIMBYTHE 1 of 3 YVDTH 7MAT MEED ROT BE LESS TNM ONE TNRU THE NEGRY l'1 O a� eEORooAAs SUAREZ 6N0IN66RB 1>mO6Yili011et IW,R891N N6eli8Nt Oe'L11N ..•.• . . Z • W •• • • SECOND FLOOR PLAN ® ® ® ® W Ed •...• • • .SCALE:1V-V-0• .... :..:.. o g z X •..:• ••.• •..• ® ® ® Do- (9) a® Z W "g • ••••• •••• •••••• 1 ® mwvmweuwa va GARAGE EXIST.3' STEEL ® COLLPANS O ® [yam. e&A16 ® ®p RyaADNf�m: ewe NOT PART OF O pYA� ® PERMIT C.I •` . vvmurser DNe6OtNx NOT PART OF PERMIT FLOOR PLAN ®GROUND FLOOR PLAN ant SCALE:IV-1' N 2 of 3 ,I 1- _ N a� o ® ID g 0 0 ® O 2nd FLOOR 1ST FLOOR WEST ELEVATION(RIGHT) SCALE:IV V-0/ [:] o E HUAR62 ewa�weeae ® ® IST FLOM 0a/anom uauw ® ® ® EAST ELEVATION(LEFT) SCALE:IS"-V-0« EXIST.7 • •• STEEL • • • • 2nd FLOOR COLUMNS 0000• • • • O • • • • Z is Oui t••••• 0000• • • • • • • 0000•• 0 UJ •i••• 0000/yy0 •• •• O a 2U¢ 009:6 IBJ Q`I 1�1 0 an O:5 o 0000 •• N • ••• NOT PART OF Z W ••••• �Q®�Q PERMIT • • D Q mi I I 1ST FLOOR • 0000 VERMW• •:••• ••NORTH EM TION(FRONT) • SCALE:IN"=V-0" •••• ® ® ® �IMYOG.�aMFQ PB 2nd FLOOR ®0 El I per. //axro gam. Paun/ar ® ® ® IST FLOOR ELEVATIONS SOUTH ELEVATION(REAR) ant SCALE:Ire'=1'-0/ 3 of 3 0 W •06.61Y66.13wai v L w,_ MVtIJp/ga1�0' � 90 ma M 091 � * �/ •d7CCdd9613'MAIIM SNBt�l006�MCHl •,,,1 »�6i 49001SB8��N 'iGtldB Q G tONWI 9101 tort ap E71V�' ❑ ���•� mw N01Yt66 � fLU $ gloss u III IIS• I Z g : 8 7111 , 111 RIII 11111F Means so # Rill all a s3 # x #3133; W W so • • • • U p f a • ••O• `$p • : • a EI 1 a . . . . . . . . . . ••• • • • ••• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT AFC 16-0345 BY:MI AREA Pd(PSF)REQUIRED ANCHORS PER JAMB ANCHOR HEAD/SILLANCHOR REFEREMCE MK# NOA# W(IN) H(IN) TYPE _ CLUSTER AT PAGE ( ) + INTERLOCKS CONFIGURATION CONFIG.PER PANEL NUMBER • • • • (2)6"MAX.FROM (2)6"MAX.FROM CORNERS (4) CORNERS,(3)ADDITIONAL '••• ' D5 X9.02 'X154' 80 SGD 85.56 47.2 51.6 6 @ 3"O.C. R-1 .... . ' . . ADDITIONAL AT 13.6" ON EACH PANEL @ 9.5" •. . .:..: O.C.MAX. O.C.MAX. • •••• • • •• •• (2)6"MAX.FROM (2)6"MAX.FROM "; ' ' '•"• CORNERS,(4) CORNERS,(2)ADDITIONAL ••• • D4 409.02 .1915 80 SGD 59.72 48.4 62.4 6 @ 3 O.C. ADDITIONAL AT 13.6" ON EACH PANEL @ 7.4" R-2 :so* i Do** •••• O.C.MAX. O.C.MAX. • -0 9 losses ••• • 0:00• •;••• (2)6"MAX.FROM (2)6"MAX.FROM '. . CORNERS,(5) CORNERS,(3)ADDITIONAL 0000 • D2 Does •• • 9.02 .SA 80 SGD 46.67 49.1 63.9 7 @ 3 O.C. R-3 ADDITIONAL AT ON EACH PANEL @ 6.75" •so** 11.33"O.C.MAX. O.C.MAX. (2)8"MAX.FROM (2)8"MAX.FROM W6 15-0903.10 111 50.625 ROLLER 39.02 44.5 56.7 3 @ 3"O.C. CORNERS,(1) CORNERS,(2)ADDITIONAL R-4 ADDITIONALAT MID- ON EACH PANEL @ 10.3" PANEL O.C.MAX. (2)8"MAX.FROM (2)8"MAX.FROM W18& 15-0903.10 53.125 50.625 ROLLER 18.68 49.9 65.5 4 @ 3"O.C. CORNERS,(2) CORNERS,(1)ADDITIONAL R-5 W17 ADDITIONAL AT CENTERED ON EACH PANEL 11.5"O.C.MAX. Vl WORST CASE ANCHOR CAPACITY FOR 5/16 DIA.ELCO ULTRACON=79.6 LBS(SHEET A-1)t5%=83.6 LBS(FOR 1-1/4"SHIM) .OF 1"BETWEEN PREVIOUS ANCHOR HOLES AND NEW ANCHOR HOLES a+ a ro c" AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT AFC 16-0345 BY:MI AREA Pd(PSF)REQUIRED JAMB ANCHOR LOAD PER MK# NOA# W(IN) H(IN) TYPE FTZ ZONE + - SPACING(IN) ANCHOR(LBS) REMARKS D3 15210.4 31.5 79.75 SWING DOOR 17.45 4 50.1 54.5 13 77.49 OK D6 15210.4 31.5 79.75 SWING DOOR 17.45 4 50.1 54.5 14 41.73 OK D7 15210.4 31.5 79.75 SWING DOOR 17.45 1 4 50.1 54.5 1 14 41.73 OK W1 .• -0402.11 •• 48 50.625 CASEMENT 16.88 4 50.2 69.6 14 81.20 OK W1 15-0402.14 •36 50.625 CASEMENT 12.66 4 51.2 55.6 12 83.40 OK •;00•0 W7 6 15-0402 •36 50.625 CASEMENT 12.66 5 51.2 68.1 19 80.87 OK .' W9 ' 15-0402.'1'1 "'36 50.625 CASEMENT 12.66 4 51.2 55.6 24 83.40 OK 0 0 0 0 W18•• 1 402!11 • 36 50.625 CASEMENT 12.66 5 51.2 68.1 19 80.87 OK •6600 00000 W1100 15-0402. 00 36 50.625 CASEMENT 12.66 5 51.2 68.1 19 80.87 OK 6666• W1 .. 1 -0402. .. 36 50.625 CASEMENT 12.66 5 51.2 68.1 19 80.87 OK • o W13 • 15-0402! 1 •••36 50.625 CASEMENT 12.66 4 51.2 55.6 24 83.40 OK •;6000 W13 • 1.1-0402=4•••36 50.625 CASEMENT 12.66 4 51.2 55.6 24 83.40 OK •' Wig 15-0402 '•36 38.75 CASEMENT 9.69 5 51.9 69.6 19 82.65 OK *0000 W19 5-0402.11 36 50.625 CASEMENT 12.66 5 51.2 68.1 19 80.87 OK W11 15-0402.11 18 50.625 CASEMENT 6.33 5 51.9 69.6 28 60.90 OK W11 15-0402.11 18 50.625 CASEMENT 6.33 5 51.9 69.6 28 60.90 OK W2 15-0402.11 36 38.75 CASEMENT 9.69 5 51.9 69.6 9 78.30 OK W3 15-0402.11 36 38.75 CASEMENT 9.69 5 51.9 69.6 19 82.65 OK W4 15-0402.11 36 38.75 CASEMENT 9.69 4 51.9 56.3 23 80.93 OK W5 15-0402.11 36 38.75 CASEMENT 9.69 4 51.9 56.3 23 80.93 OK W8 15-0402.11 36 38.75 CASEMENT 9.69 5 51.9 69.6 19 82.65 OK W14 15-0402.11 36 38.75 CASEMENT 9.69 5 51.9 69.6 19 82.65 OK W15 15-0402.11 36 50.625 CASEMENT 12.66 4 51.2 55.6 24 83.40 OK W20 1 15-0402.11 36 38.75 CASEMENT 9.69 4 1 51.9 56.6 23 1 81.36 OK W21 115-0402.111 36 1 38.75 1 CASEMENT 9.69 5 1 51.9 69.6 19 82.65 OK WORST CASE ANCHOR CAPACITY FOR 5/16 DIA.ELCO ULTRACON=79.6 LBS(SHEET A-1)±5%=83.6 LBS(FOR 1-1/4"SHIM) $ FOR FL15210.4 PLACE AN ANCHOR AT 6"MAX.FROM CORNERS ON JAMBS,HEAD,AND SILL = FOR NOA15-0402.11 PLACE AN ANCHOR AT 4"MAX.FROM CORNERS ON JAMBS,HEAD,AND SILL m v LEA E A MI . F 1"BETWEEN PREVIOUS ANCHOR HOLES AND NEW ANCHOR HOLES N na 0 0 ROOT20113701 AL-FAROOQ CORPORATION --------------------- CAN (ES) #3538 SCREW TYPE = 5/16 ELCQ ULTRACON LOCATION : SCREWS ARE CANTILEVERED 2-1/2 in. FLAT SURFACE EFFECTIVE CANTILEVER = CANTILEVER/2 = 1.250 in. ( PER BCCA ) �. O�ADDU�ETOCANTILEVER Fg = 155000 PSI F = 75Fy = 116250 PSI ( SENDING } FU = 177000 PSI Fv = .22FU = 38940 PSI ( SHEAR ) Diameter = 0.210 in. ROOT DIA. S = .098 DA3 = 0.000910 inA3 AREA = 0.0346 inA2 ROOT2011.BAS 11-19-2015 BENDING ON ANCHOR PL 79.6 x 1.250 fb = --- = ------------- - 109379.5 PSI <= Fb OK// St 0.000910 SHEAR ON ANCHOR P 79.6 fv = - = ------ = 2301.4 PSI <= Fv OK// A 0.0346 COMBINED BENDING & SHEAR 109379.5 2301.4 + ------- = 1.0 = 1.0 OK// 116250 38940 MAR 7 4 2016 . .. . . . . ... . .. ... .. . . . .. .. .. .P3g� i . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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