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RC-15-672 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-252689 Permit Number: RC-3-15-672 Inspection Date: February 11, 2016 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Building Owner: MSM REALTY ASSETS LLC, MSM Work Classification: Alteration CAI Tv AQCCTQ 1 1 r, Job Address: 131 NE 93 Street Miami Shores, FL 33138- Phone Number (305)335-3515 Parcel Number 1132060133020 Project: <NONE> Contractor: EDIFICIUM, LLC Phone: (30)596-5047 Building Department Comments INTERIOR REMODELING, KITCHEN AND BATHROOMS, Infractio Passed Comments DOORS (EXTERIOR) ADD BATHROOM. INSPECTOR COMMENTS False Inspector Comments Passed 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 February 11,2016 Page 1 of 1 : ♦ s. A 1 � _ �C.. d �-.. �:,a`E _ �•4-`in-. �s �V �-� - 7 f� .�.• :.t. J� A w�, �+'r..", y� i u E r ' 4. � ��1,>.;. F. -i'-:;',.-.�.-..:.e_ .e�. _..- i.s__.t_ 1..:ir+,_ .E :`.�s:�T.t..•, :�.._. .a..._a.1��. �iw�,� i.it�.` ..�,.a,."tai----- .>I+ _.!.'4i ,!'.. s,..i r_il ,�,,�..-x.'1 Y Certificate of Completion y Miami Shores Village 4= 10050 NE 2 Ave, Miami Shores FI, 33138 ' w Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department k+ This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in �I compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 4• " Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-3-15-672 ' 4 Owner MSM REALTY ASSETS LLC Contractor EDIFICIUM LLC �j Subdivision/Project NONE Date Issued 06/17/2016 Occupancy r ` Construction Type VI Load N/A Occupancy - Square Footage 1000R-3 R-3 , " = Description of INTERIOR RENOVATION Applicable Code 2014 FLORIDA BUILDING CODE n M' Work Location Flood Zone X F.F.E N/A 131 NE 93 ST I �. Miami Shores FL 33138 ` yNot � ` i A soon soon M Building Officials Approval Ismael Naranjo, B t Not Transferableep ` �. {� .'� l� 'N�g► POST IN A CONSPICUOUS PLACE ' f -r�.�-_.�� r,.,E;.; ,�-��:i`,`�''$.q,,� 'a'? ai�g.�- ,�•.�r._ • .,a'�4�^-.r�, ,..�.sf� � t `"_�- �' r' r- .1, - ►, ,,,, :e ,.,�y'i.� ,.1'��,.:•. ..Jy ., "Y. ."�d,'wr�E':`a 7 •'A,:14r «E ` T _ ^"�S+ fc'•. 1, ), ,-. _'_F;�', r »;" ' _"ate 7U ,s7:..,� , !�"-- rrt. ,-•. - u..•:� - _�. -5 wt6=.'Ssv _ ;:its i.; ,�',��rs -`.- •1i,''y' .it,;.> y; �•r• ,p", .�. �.c -t> ,yt_. .u �4-i9 ,r7 s r'�. •r=:. ,o sem%,��s.� �:ce4ii*"� ,,+�L'�:# �9i?`^r n�` �' �-+ �:i•Y� ..y7'1�'�,�..� .-"+.�+ "-A-`�'�, a •. �.� �.i, �5!k��"ry I ��!tf��n.I1�^= I �:.•i` ` °t, ,- n�YR;prwN -"� �,•'+`a�. •i '`�.J��:.... _4,a'.!r�_ +v irk.... rt � y.#•-.: �� ' � � 4 - C .pt.� ,t�t�.. Y!�• :�eF "" i. f "'Y-ui:' � -,� "T 1°� �.-F!7+^- y 'y Rr. -� ..t' •,y k •��, F AIiR't � pA w 'A., I' ��'•' :a� -{. +�e -.4�� :...�• �5., +� t r y ,�h�. abt'�`• i,'e .4. 114 ,{,� :p 4 � ' dY ti:�i•. ��erT i i 4a`t 5ar..ti:v rye. - _ k .: 4:9: $� y'. +.,:�_, Y f�Y ,N%' i' - �• rA,c ._i ryR• -g i� - - +5' }� * r '�'•' ""' � - " -i. , w. Miami Shores Village Pefmit Typq;;�"Wlentlal Const#'t"oli 10050 N.E.2nd Avenue NE ItMkork CAltemtion Miami Shores,FL 33138-0000Per . Phone: (305)795 2204 ,'Pe"It�S`tatu�a�PPR � : I�ue :5127!2015 Expiration: Project Address Parcel Number Applicant 131 NE 93 Street 1132060133020 MSM REALTY ASSETS LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell m � MSM REALTY ASSETS LLC 131 NE 93 Street (305)335-3515 MIAMI SHORES FL 33138- 10155 COLLINS AVE BAL HARBOUR FL 33154- Contractor(s) Phone Cell Phone Valuation: $ 45,000.00 EDIFICIUM, LLC (30)596-5047 Total Sq Feet: 1000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:INTERIOR REMODELING,KITCHEN Occupancy: Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted: Certificate Status: Review Planning Review Structural Certificate Date: Additional Info: Review Structural Bond Return: Classification:Residential Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing CCF $27.00Review Electrical CO/CC Fee $50.00 Invoice# RC-3-15-54932 Review Electrical DBPR Fee $20.25 05/27/2015 Credit Card $ 1,634.50 $50.00 Review Building DCA Fee $20.25 03/25/2015 Credit Card $50.00 $0.00 Review Building Education Surcharge $9.00 Review Mechanical Permit Fee $1,350.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $40.00 Scanning Fee $12.00 Technology Fee $36.00 Total: $1,684.50 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 AFFIDAVI I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andz i . Futherm I authorize the above-named contractor to do the work stated. May 27, 2015 Authorized i nature: r / Applicant / Contractor / Agent Date Building Department Copy May 27,2015 1 lj4 -d � Ir EeFfA 717 Oft Miami Shores Village MAR 2 2015 Building Department Ay-; 'J 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ( d BUILDING Master Permit No?(1 :rBU'ILDING IT APPLICATION Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS r JOB ADDRESS: �t' 1 NE r f 35f- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: / 3c;tQ G 3n,40 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 14-,514 S (/.��one#: ! Address: Lam'/ o A✓15 j City: bour State: Zip: 331S Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: J Phone#: Address: /q367 d City: wo Sta e: Zip: 3a9 �Q Qualifier Name: Phone#: State Certification or Registration#: �� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: 6).. 1l,�1 — !155q-0-)Q? Address: / 54,4 e City: W-03-�Cl State: -Fj Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: r. U()C) . CA3 Type of Work: ❑ Addition ❑ Alteration ❑ New -- ] Repair/Replace ❑ Demolition Description of Work: 4 - .� 1 'ii/ Specify color of colorrtthru tile: Submittal Fee$_ - W Permit Fee$ CCF$ • ® CO/CC$ r5o - Scanning Fee$ Q2— Radon Fee$ DBPR$ Notary$ Technology Fee$ p � Training/Education Fee$ Double Fee$ U Structural Reviews$ � L9®• Lo Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 / by C _day/of F�� 20 I's— by '—T who is er onally know' o rd !1[ ,who rsonally known me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign / Print: Print: �i T Ce r—'A Seal: Notary Publicc State of Florida Elleser Placeres Seal: wry Pumic State of Florida s1F My Commission EE 864850 s Elleser Plac ares p Expires 03/17/2017 �y Commisslan EE 884650 igoreg 0311712017 ** * ********** ********* *** ** w*** *****+►******* ****** * * * * * 11 APPROVED BY Plans Examiner Zoning ti3 V,S Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Page 1 of 2 , .a Detail ti Florida Limited Liability Company MSM REALTY ASSETS LLC Filing Information Document Number L14000114294 FEI/EIN Number NONE Date Filed 07/18/2014 State FL Status ACTIVE Principal Address 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Mailing Address 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Registered Agent Name &Address KENNEY, JUDITH, ATTY JUDITH KENNEY&ASSOCIATES, P.A. 2001 BISCAYNE BLVD, STE. 2620 MIAMI, FL 33137 Authorized Person(s) Detail Name &Address Title MGR SLATE, RAYMOND 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Title MGR FORRY, CHRISTOPHER 2001 BISCAYNE BLVD, STE. 2620 MIAMI, FL 33137 Annual Reports No Annual Reports Filed http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/25/2015 D,etail )y Entity Name Page 2 of 2 r � Document Images 07/18/2014-- Florida Limited Liability View image in PDF format Corvriaht Q and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/25/2015 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 LECHNER, EDWARD JOSEPH EDIFICIUM, LLC 1936 OCEAN RIDGE CIRCLE VERO BEACH FL 32960 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. "AL",1REGULATI ON PROFESSION Every day we work to improve the way we do business in order to CGC060983 9SSUEPI: 11/12/2014 serve you better. For information about our services,please log onto ...... www.myfloridalicense.com. There you can find more information CERTIFIED GF-,t*,,AL CONTRACTOR � about our divisions and the regulations that impact you,subscribe LECHNER,ED)&D JOSEPH to department newsletters and learn more about the Department's EDIFICIUM, LLC initiatives. ...... Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIVIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration6w,:AUG 31.2016 1-1411=002069 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD OEM== CGC060983 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 LM LECHNER, EDWARD JOSEPK,,,,,,—. EQIFICI,'UM, LLC, 4700 HEARTHSIDEDR.t; L ORLANDO 2537 ISSUED: 11/1212014 DISPLAY AS REQUIRED BY LAW SEQ# L1411120002069 Scott Randolph, Tai Collector Local Business Tax Receipt Orange County, Florid; This local business tax receipt is in addition to and not in lieu of any other tax required by taw or municipal ordinance.Businesses are subject to regulation of zoning,hoalth and Ott lairlul authorities.This receipt is valid Irpm October 1 through September 30 of receipt yew.Delinquent penalty Is added October 1. 2014 EXPIRES 9130/2015 5000-1138250 5000 BUSINESS OFFICE $30.00 3 EMPLOYEES'—, ,,9801""e'FRT GENERAL CONTRA $30,00 9 EMPLOYEE �. r V" 5. TOTAL TAX $80,04 j PREVIOUSLY PAID $84.00 I ` ` � �E�tEZNORMAN A „ �._ TOTAL,DUE $0.00 a`EDIFICIUM LLC s_ " 'PEREZ NORMAN A 4700 HEARTHSIDE OR (MOBILE) 4700 HEARTHSIDE DR U-ORLANDO,32837 ORLANDO FL 32837 LECHNER EDWARD JOSEPH PAID: $80.00 2502-00834817 12/92/2014 This receipt is official when.validated by the Tax Collector, e '4 CERTIFICATE OF LIABILITY INSURANCE DATE /201°S 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. H 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 endorsement(s). PRODUCER T Patrick Puertas Gallagher Property & Casualty PHONE . (305)663-6519 1ao5)66a-6T�1 7171 SW 62 Ave., Suite 502 Aupgess.patrick@tgifl.com INSURERM AFFORDING COVERAGE NAIL i South Miami FL 33143 INSURERA-BBSeX Insurance Company INSURED INSURER s: Edificium LLC 1NSURERC: 4700 hearthside drive INSURERD: INSURER E, Orlando FL 32837 INS RERF: COVERAGES CERTIFICATE NUMBERCL14122400312 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 AVOL MMR LTR TYPE OF INSURANCE POLICY NUMBER IIIANLam GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ]( COMMERCIAL GENERAL LABILITYMI ES Ea otrourrenoe S 100,000 -REA CLAIMS-MADE ®OCCUR 3DW2623 2/24/2014 2/24/2015 MEDEXP(Anyonopereon) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 aEn aGGREOATE uMIT APPLIES PER: PRODUCTS•COMPIOP AGO S 2,000,000 X POLCY PRO Loc $ AUTOMOBILE LL401UTY Ea BINE t ANY AUTO BODILY INJURY(Par person) $ ��£0 SCHEDULED BODILY INJURY(Per ascfdent) $ NON-OWNED PROP at AMAOE $ HIRED AUTOS AUTOS UMBRELLA UABOCCUR EACH OCCURRENCE $ EXCESS LIMB C AIMg44Ap£ AGGREGATE $ DEC) I I RETENTIONS $ WORKERS COMPENSATION WC AND EMPLOYERs'UABILmr Y r N TORY Lam AL ANY PROPRIETORIPARTNERIEXECUTIVE❑ NIA E.L EACH ACCIDENT S fM OFFICEREMSER EXCLUDED? (Manda"in NH) E.L.DISEASE-EA EMPLOYE $ It yyeeaa dasping under DESLtw ION OF OPERATIONS baler E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(AUaoh ACORD 101,A"Uoml Rentals Schedule,R mora spm is requde� Re: Remodeling CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village Miami Shores ACCORDANCE WITH THE POUCY PROVISIONS, Building Department AUTHORMEDREPRESENTAT1VE 10050 N.E.2nd Avenue Miami Shores, FL 33138 Ryan Papy/PPUERT —� ACORD 25(2010/05) 01988.2010 ACORD CORPORATION. All rights reserved. INsan�F r n,nns,n, Tho annRn nome,and innn era r&nleterad morke nt arnan ATE ACS b` CERTIFICATE OF LIABILITY INSURANCE D 03/10/2015 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(lea)must be endorse!.If SUBROGATION 16 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 andorsement(s). PRODUCER CONTACT NAME: PHONE WC.No,V4, 14W-277-1620 x4$00 FAX A1C.No): 72 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE NAIca Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED INSURER B: INSURER C: FrankCrum LfCIF Edificium,LLC INSURER Dr 100 South Missouri Avenue INSURER E: Clearwater,FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 312450 REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS 1NSRD 4WD POLICY (MMIDDNYYY) OENERALLU4.BILITY EACH OCCURRENCE_ 3 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED --T PREMISES Roc ED $ CLAIMS-MADE =OCCUR MED EXP(AnV one pomon) S PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-CGOMPJOP AGO $ POLICY PROJECT LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S att[d ANY AUTO ALL OYSJED SCHEDULED BODILY INJURY Pet pe ,) $ AUTOS AURIS BODILY INJURY(Pe—dde t) $ HIRED AUTOS NON-OVOIED PROPERTYDAMAGE $ AUTOS a Dead S UMBRELLA LIAR OCCUR EACH OCURRENCE S EXCESS LIAO GWMSMADE AGGREGATE $ DED RETENnONS $ vaoRXERs coMPEalsAnoN AND VdC201500000 01/0112015 0110112016 x s IT s DRY ITI A EMPLOYERS,LIABILITY Y/N ER ANY PROPR)ETOWPARTNERIEXECUTNE OFFICEWMEMBER EXCLUDED? = N/A E.L.EACH ACCIDENT 1000 000 (Mandatory En NRI Iryea,de beunde, E.L.DISEASE-FA EMPLOYEE 51.000.000 DESCRIPTION OF OPERATIONS below E:L DISEASE.POLICY LIMIT t 000 DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks,Schedule,8 more space is required) Effective 1212212014,coverage is for 100%of the employees of FrankCrum leased to Edificium,LLC(Client)for Whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE VNTH THE POLICY PROVISIONS. Miami Shares Village Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue -- Miami Shores,FL 33138 ©1888-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD SCU 240 E.Central Parkway Suite 3000 Altamonte Springs, FL 32701 Phone:407-678-4552 Fax: Apr 28, 2015 Patrick Puertas Tom Gallagher Insurance 7171 SW 62nd Ave, Suite 502 Ste. 502 South Miami, FL 33143 RE: Edificium, LLC Policy#3DW2623 12/24/2014 to 12/24/2015 Dear Patrick: (x) Enclosed is endorsement no. (A) for the above policy. ( ) Enclosed is the invoice for endorsement() . ( ) Enclosed is endorsement (). The taxes were being processed and have been completed. ( ) Enclosed is the invoice for endorsement (). The endorsement will follow once tax filings have been completed. ( ) Please have the enclosed Endorsement No. ( ) signed by the insured and return a copy for our files. Sincerely, Gordon Davis gdavis@scui.com 3492108 SCU A OWS104 OCK Ins + $,tmm W. 240 E.Central Parkway Suite 3000 Altamonte Springs, FL 32701 Phone:407-678-4552 Fax: ENDORSEMENT NO. A EFFECTIVE DATE:3/24/2015 NAMED INSURED: Edificium, LLC ADDRESS: 4700 Hearthside Drive Orlando, FL 32837 INSURER: Essex Insurance Company - Glen Allen POLICY NO: 3DW2623 It is hereby agreed and understood the following changes are made and form a part of this policy: Policy has been reinstated effective 3/24/2016 with no lapse in coverage No change in premium ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED DATE OF ISSUE:April 28, 2015 Rachel Evevard 3492108 5 ot. G Miami shores "" Village -� �� Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT* CIS- 62`A�L DATE: /0ILI4 . AME) ❑Contractor ❑ Owner ��- a Architect Picked up 2 sets of plans and (other)_ C a S Address: 1�61 N(-Ii q 3s+ - From s -From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: 2ZI 15 PERMIT CLERK INITIAL: �'� Miami Shores Villag �SoRFs� Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ASR Fax: (305) 756.8972 Page 1 of 1 Permit No: k e (� Z Structural Critique Sheet uj� 60 VV v%x C,97y o-t� �. 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 As of SNORES ones Miami Shores Village BIFID Building Department �l",pR�pp► APR 2 2 015 10050 N.E.2nd Avenue BY: Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by d to perform special inspector services under the Florida Building Code at the !!1W.✓ / rX -*V,?r project on the below listed structures as of (date). I am arr�egistered architect or professional engineer licensed in the State of Florida. // PROCESS NUMBERS: fes•G —3-/5 ic k- 2 ❑ 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) C�SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ CA SPECIAL INSPECTOR FOR PRErrS&ATTACHMENTg$,FBC 1927.12(R4405.9.12) 01--SPECIAL INSPECTOR FOR �� r7lJ+�J Note:Only the marked boxes apply. I. The 6►��d�ual(s)employed bar this firm or me are authorized representatives to perform inspection G /'tee• 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 1 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 knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name Address/6W - 04W IY(- U-&j DATE:O Y—lr2T Phone No. tt IT Y Created on 6/10/2009 VVY r RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS PROPOSED RESIDENCE REMODELING AT 131 NORTHEAST 93RDSTREET MIAMI SHORES . FL 33138 ANATOLIA ENGINEERING SERVICES,INC. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G. FORBES-CONSULTING ENGINEER. CARL G. FORBES P.E.#20699 C.A.#000028792 555 SOUTH POMPANO PARKWAY POMPANO BEACH,FLORIDA 33069 Pw C TOTAL PAGES: 07 MAS BY: -- - -CARLG. FORBEs P.E.#20699 0 G POri At ' ,e v C w� .206 T• eATE 2-15: Ir = ` 'd t[/ w v f ®,�. �tOR �'��11111111�0'® j SEAL NECAWind Version 2 . 1 . 1 .2 per ASCE 7®10 Developed by MECA Enterprises, Inc. Copyright 2015 www.macaantarpri e__.com Date 1/16/2015 Project No. Company Name msm realty assets Designed By Carl Forbes Address 131 BE 93rd St Description City Miami Shores Customer Name State Florida Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 11.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 11.00 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 3846.00 ft^ 2 Bldg Length Along Ridge = 80.67 ft Bldg Width Across Ridge= 45. 67 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.92 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.88 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 Topographic Adjustment 0.33*z = 3. 63 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt (0.33*z) ] ^0.5 = 170.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWF'RS-Nall Pressures for Wind Normal to 45.67 ft wall L/B = 1.77 ph: Net Pressure at top of wall (windward + leeward) = 32.88 psf p0: Net Pressure at bottom of wall (windward + leeward) = 32.88 psf ps: Side wall pressure acting uniformly outward = .62 * ph = 20.28 psf pl: Leeward wall pressure acting uniformly outward = .3 * ph = 9.72 'psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.16 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.16 psf MWFRS-Wall Pressures for Wind Normal to 80.67 ft wall L/B = 0.57 ph: Net Pressure at top of wall (windward + leeward) = 36.54 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.54 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 19.73 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 13.89 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 22. 65 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 22.65 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See'fable 27.6-2 Mean roof ht. Ph Wind 'Nail Pressures la See Table 27.6-1 Plan P� Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf Psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -34.05 .00 4 -30.39 .00 5 -24.90 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ►�r rrM!►r`",.�-aft r~!►r°: `�,, 1 f r�lrr 100� wind 5h Flat Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povh1: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -25.54 psf Load Case 2• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf Ro,of cdgepressure from table ants 1o ,w a is= MECAWind Version 2 . 1 . 1 .2 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.necaentercriees.con: Date 1/16/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd -I--��-----� Roof not shmAm i 1 I 2 'Faits � 9 ��" Gable Roof 8 < i a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 4.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- RAFTER 1.33 19.00 120.3 1 0.20 -0.90 16.00 -34.59 RAFTER 1.33 19.00 120.3 2 0.20 -1.10 16.00 -41.00 RAFTER 1.33 19.00 120.3 3 0.20 -1.10 16.00 -41.00 DOOR 1 3.00 6.67 20.0 4 0.85 -0.94 33.06 -35.94 DOOR 11 3.00 6.67 20.0 4 0.85 -0.94 33.06 -35.94 DOOR 12 2.50 6.67 16.7 4 0.86 -0.95 33.46 -36.34 DOOR 18 2.50 6.67 16.7 4 0.86 -0.95 33.46 -36.34 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 32.03 psf ISOLATED PAD FTG FOR UPLIFT CAPACITY INPUT DATA: MAX UPLIFT= 3,225 LBS T FOOTING WIDTH 1.7 FT DEPTH 2 FT LENGTH 3 FT CONC.SLAB WIDTH 4 FT DEPTH 0.33 FT LENGTH 4 FT P=FTG LOAD 1530 LB S=SLAB LOAD 792 LB A=BEAM WEIGHT 530 LB B=COLUMN WEIGHT 1070 LB C=WALL LOAD 0 LB D=ROOF GRAVITY 1240 LB RESULTANT 5162 LB • • • • UPLIFT 3,225 LB REINF. BARS 4#5 (EA.WAY TOP&BTM.) F.O.S. 1.6006 F.O.S. 1.60 > 1.60 OK (ASCE-7 :0.6D+W) (Refer to wind load caics for wind pressures) Net press. in zone 1 = -45.8 psf+10 psf= -35.8 psf Not press. In zone 2= -59.4 psf+10 psf= -49.4 psf e press. in zone 3= -86.6 psf+10 psf= -76.6 psf 36 In X 20in X24 DEEP PAD FOOTING ADEQUATE STEEL BEAM TO EXISTING CONC. BEAM DESIGN CALCULATION ACI-318-08 ASD 13TH EDITION AND 2010 FBC REQUIREMENTS PROJECT:msm realty asets A.) Line load aloang concrete beam. Bolt to be used: Hilti Kwik Bolt 3(Carbon Steel) Size= 518 inches (Diam.) FLORIDA BUILDING Embedment-- 4 inches ;CODF Beam Span= 10.25 feet Roof Tributary Area= 30 feet Floor Tributary Area= 0 feet Pont Load(lbs)= 0 lbs B.) Moment Maximun: W=W*L/2 825 PLF Steel Plate Properties: M = Pab/L+Wx L"218== 8864.648 LBS-ft b= 0.5 in C.)Section Modulus Required: t= 10 in Sx= 12 x M 124= 4.432324 in3 D.)Section Modulus Actual: Sa= b x t"2/6= 8.333333 in3 > 4.432324 OK Double Plate= 16.66667 in3 > 4.432324 OK E.)Checking Anchor Bolts: Hilt! Kwik Bolt'3(Carbon Steel) Shear Capacity= 3020 lbs OK Spacing= 43.92731N'O/C Staggered WE ADOPT 114"X 10"STEEL PLATE W/5/8 DIAM. EXP. BOLT @ 12"O.C. STAGGERED. vERIF7" !N 51TE :: ::::;::::;::;::;::::::e:::::;::::::::: :: :::::::: .::•:::;•::;:;:::::;: :......::::::.....:::::::::. ANCHOR BOLT DESIGN CALCULATION ACI-318-08 NDS 2005 AND 2010 FBC REQUIREMENTS PROJECT:MSM REALTY A.) Check anchoring bolts with proposed layout. Load: Bolt to be used: Hilt! HIT-HY20 HYBRID Bolt Actual Tension(Nd)= 427 lbs Size= 5/8 inches (Diam.) Actual Shear(Vd)= 450 lbs hef(Embedment)= 41/2 inches Allow.load in Tension= 3020 lbs S(actual spacing)= 16 inches Allow.load in Shea - 4885 lbs Smin.= 4.5 inches No.of Bolts= 1 Scr.= 9 inches C(actual edge dist.)= 3 314 inches B.)Anchor spacing Adjustment factor:(fav)= 0.58 C.) Edge distance adjustment factor-Tension(fAN)= 0.66 D.) Edge distance adjustment factor-Shera(fRV)= 0.85 E.) Recommended Working Load tension(Nrec)= 1156.06 F.) Recommended Working Load Shear(Vrec)= 2408.305 G.)COMBINED LOADING: (Nd/Nrec)"5/3+(VdNrec)A5/3= 0.250 < 1.00 KwIK Bolt 3 EXpanzgion Anchor 4_3.5 Table 2-Carbon.Steel Kwlk Bolt 3 Allowable Loads In Norrnsl-weight Concrete' Anchor Embedment /so a 2000 Pel(13.8 MPs) /'.a 3D00 Pei(20.7 MPR) /•o=4000 pail(27.6 MPe) f'n-6000 pal(41.4 MPa) Diameter Depth Tension Shear- Tenslon Shear° Taneion Shaer- T. .1- Shear' in.(mm) in.(mm) Ib (k N) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) 1-1/8 (29) 300 308 430 550 (1.3) (1.6) (1.9) (2.4) 1/4 2 (51) 635--- 6.90 715 530 600 530 530 (6.4) (2.8) (2.4) 3.2 (2.4) _._(3_�_ (2.4) 845 (2.4) 3 (76) 755 795 840 (3.8) (3.4) (3.5) (3.7) t-8/8 (41) 730 1135 91D 1275 1095 1420 1090 (3.2) (5.0) (4.0) (5.7) (4.9) (6.3) (4.8) 3/B2-1/2 (84) 1260 1556 1680 2060 1460' (ss) (ss) taco° _-_(ss)_ _ 1460° s.z 1460° _ (9.2) (6.6)3-1/2 (89) 1580 (0.5) 1770 (6.5) 1966 (6.5) 2150 (7.0) (7.9) (8.7) (9.6) 2-1/4 (57) 1235 1865 1430 2300 1620 2735' t4770 (5.5) (8.3) (6.4) (10.2) (7.2) _(12.2) 1/2 3-1/2 (68) 1930 2185 _.2440 _ - 3024)° (12.7) (8.0) 3020° (9.7) _ 3020- (10.9) 3020° ) (13.4) 4-3/4 (721) 2135 (13.4) 2385 (13.4) 2676 (13.4)z-3/a po) 1920 2750 2065 3410 zz/o 4070°(8.5) (12.2) (9.2) (152)5/8 4 (102) 2664) 3020 3385(15_9) (11.8) ge66° (13.4) 4886° (15.1) 4885° ) (21.7) 5-1/2 (140) 3285 (21.7) 3685 (21.7) 4100 (21.7) --6326 (14.6) (16.4) (18.2) (23.7) 3-1/4 (83) 2120 4080 2425 4900 2730 6710° 3765 5710° (9.4) (18.2) (10.8) (21.8) (12.1) (25.4)_ (16.8) (25.4)_ 3/4 4-3/4 (121) 4260 5286 6165 (19.1) _ (14.4) 5340 (18.9) 5340 (23.5) 7325' (27.4) 7320- 6-1/2 (165) 4535 (23.5) -- saw - (23.8) 7186 (32.6) 7005 (32.6) (20.2) (28.1) (32) (31.2) 4-1/2 (114) 3330 7070 4050 7600 4670 6140 8070 (14.8) (31.4) (18.0) (33.5) (20.8) (36.2) (22.6) 1 8 (162) 4830 66136 7070 8400 9200 (25.4) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 (229) 6670 (40.9) 7670 (40.9) 6570 (40.9) 10670 (29.7) (34.1) (30.6) (47.5) (1)5/8"diam. HILTI KWIK 3 EXP. BOLT @16"O.C.X 4-3/4" EMBED.INTO CONC. BEAM ADEQUATE MI/AM sumNaAMI-DADS COL NTY ® PRODUCT CONTROL SECTION ` DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY11805 SW 26 Sit,Room 208 AFFAIRS(PERA) 7 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION CFTN � )315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) AR , wwwamiamidadt.my/oars/ ECO Windows Systems,LLC 9114 N.W. 106'd Street, Medley,FL 33178 0(nr� ? G VI1-I SCOPE: �� ll This NOA is being issued under the applicable rules and regulations governing the use of construction�mat The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or. material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 coc�TY Expiration Date:July 19,2017 �flffqawfvApproval Date: July 19,2012 �(\,`o Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-OS,titled"Series 600 Alum Outswing Entrance Door(L.M.I.r,sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33571,HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,F.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co.,Inc.for their`Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer" issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29, 2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved by'PBRA 1` / k Rja- �L II q L Chanda,P.E. Product Control Examiner NOA No 12-0402..03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 I IS' N'D. GLASS 3/18"HEAT STREN'O.GLASS LAYER ,090- I VB BY'DUPONY .090'IN PVB BY bUPONY LAYER AT STREN'0. GLASS 3/18'HEAT STREN'D. GLASS SILICONE k' SILICONE OW CORNING 898 81 DOW CORNING 899 TB ie w SETTING BLOCKS ATLAM.GLASS g� REDD.FOR WIDTHS EXCEEDING 38"ONLY. p �j NOTCH GLAZING BEAD LEG TO :Ql CLEAR BLOCKS GLecc TYPE *G2' � JU 1/8'TEMP.GLASS a J S/18`AIR SPACE 1/8'HEAT STRENb.GLASS X{ 080'INTERLAYER a1 SAFLEX IIIG BY'SOLUTIA' n i/S"HEAT STRENb,GLASS 3, M k' SILICONE M ¢y�� DOW CORNING 899 z4D 28 ;a1 9 QQ Z MET SPACER id rr m is v.rQ.. i La,;,-2 0+ SERIES 60 I � � SILICONE 0 \ eLUMINUM OUTSIVIG ENTRANCE DOOR / SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / SETTING BLOCKS AT WS1L LAM. CLASS SINGLE AND DOUBLE LEAF DOORS WITH SIOEUTES SEE SHEET 3. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION �Y' Mtrr RESISTANCE IS REQUIRED. ,L I, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1f, REQUIREMENTS THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o< 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. .4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '�VCaNILµ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA.N+T� NOT PART OF THIS APPROVAL. 3S yy8 a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8 3 MATE IALS COMERINTO CONTACT WITH OTHER DISSIMILAR MATUDING BUT NOT UK41TED TO ERIALS SHALL MEET THE8 2 12 AT drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. - kq, Wl 2-08 sheet 1 of 9 39 3/4'MAX 78" MAX. �%a yl FRAME WIDTH FRAME WIDTH 3 N HEAD SILL ANCHORS O AT STILE ENDS t2' (4)AT 3"O.C. 12' MAX 9•MAX. MAX S'MAX p- HEAD/9LL A H�EyAD HEAD/SILL I A �- LL CORNERS I h LOCH OPTIONS __ z=== LOCK OPTIONS SEE SHEET 7 / ly/ SEE/MEET 7\ __ --- • . 8 o --"----- SB 8 o --LL---- --r----- ' `y \-----K---- N B 'i \\ g ii \\ // AMWW11 r18MMdiIfMMM p"t s� g ACTWE ' 9IACTIVE ' ACTNE SURFACE APPLBU SURFACE APPLIED W;;m FALSE MUNTINS OR 28 13/18 FALSE MUNTINS OR 7' 28 15/18' 28 15/18• DECORATIVE BRILL DTOPO. m DECORABVE GRILL D.L. OPG. O.L.OPG. 1e O MAY BE USED MAY BE USED NOTE: 37'MAX, 37"MAX EGRESS REQUIREMENTS TO BE REVIEWED LE�WIDTH LEAF WDTM BY BUILDING OFFICIAL. (x) (xx) r DOORS LOAD CAPACPTY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE(XX) NOTE: DOOR DIMS. LAMINATED GIASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME I LEAF I FRAME EXT.(.) 0R.(-) FRAME LEAF FRAME INT.(-) AND FLORIDA BUILDING COMMISSION WIDTH WIDTH HEIGHT WIDTH WIDTH HQOHT o DECLARATORY STATEMENT DCA05-DEC-219 39-3/4' 37• 1 98' 1 70.0 1 75.0 78• 37" 1 98' 70.0 75.0 c- N p GLASS D.Lo. DIMS. D.L.O. HEIGHT FRAME HEIGHT - 11.125" 'QVC, D.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813' FLA PE'i 70892 )3 - O.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125")/2 C.A.N. k JUN 8 2012 droving no. W12-08 ahaet 2 of 9 i DESIGN LOAD CAPACITY - PSF 146^ 4 Qi SIDEUfES 16TN(SEE SI LOR &).E LEAF DOORS FRAME VADTH SEWN &SILL SIOEUTE SMEUTE WITHOUT w.q ATAS71LE ENDS ANCHORS r _ CLUSTER OF (4)AT r O.C. Z 3 FRAME FRAME REINFORCING REINFORCING HEIGHT 12" (4)ANCHORS 0 INCHES INCHES EXT.(+) INT.(-) EXT.(+) MIT.(') 3' AT HEAD/SILL MAX. g, 24 70.0 78.0 70.0 75.0 5'MAX t�5t 30 70.0 78.0 70.o 75.0 HEAD/SILL � HEAD 36 82 70.0 75.0 70.0 75.0 CORNERS A SILL p 37 70.0 75.0 70.0 75.0 0�r 42 81.7 86.1 61.7 66.1 I I 8 X 24 70.0 70.0 70.0 75.0 30 70.0 78.0 70.0 76.0 I I I i 38 88 70.0 76.0 70.0 78.0 it 11 / 1 \ al __JL____ ___J____ I 1 37 70.0 75.0 70.0 75.0 =---"---- ---r7--- 42 61.7 66.1 61.7 66.1 u \ M 24 70.0 75.0 70.0 Tao 30 92 66.6 664 70.0 75.0 36 64.1 64.1 70.0 75.o ==== m===== ==m===== I I 37 83.3 63.3 70.0 75.0 24 63.3L52.4 70.0 76.0 JJ 30 674 70.0 78.0 c - 36 63.1 70.0 7D.0 37 32.1 70.0 78.0 --'7t----- \ --7t----- I I ii \ ii U) ^ REINFORCINGrAS SES EOD.CHA Ii II I I T SFIEEn �4L INACTIVE ACTIVE O o rS SURFACE SIDEUTE WDTH DOOR FRAME WIDTH FALSE MUNTINS ORA 32 3/4" 26 15/16' 26 15/16" 4 W ^W DECORATIVE GRILL D.L. OPG. D.L OPG. D.L.OPG. m MAY BE USED 3r NOTE: SIDEurE FRAME MtDTH _ LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX. 76 MAX. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH ` LOWER VALUES FROM DOOR OR SIDELITE CHART OXXO WILL APPLY TO ENTIRE SYSTEM. 14k 4 Blrw 1 L � GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDEUTE) m FRAME HEIGHT - 17.000" 8 D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438" < _a o Dpr.JAVAD AHMAD FM.PE 303�7_0562 CAN. e NOTE: $ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) Browing no. AND FLORIDA BUILDING COMMISSION JUN 88 2U12 W12_08 DECLARATORY STATEMENT DCA05-DEC-219 Bhae4 3 oT 9 9/1W MIN. TYPICAL ANCHORS EDGE 01ST. 1BY 20Y WOW BUCK THROW BOLT EOt�DIST. SEE ELEVATIONS WOOD BUCK OR WOOD STRUCTURE yy�� PENETRATION �'— FOR SPACING e, SEE NOTE SHEET i METAL 't EDGE EDGE DIST, STRUCNRE Z 25 I I 81 0/11 81 81 OA 33 I 28 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q' SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SQ I I FOR SPACING FOR SPACING FOR SPACING � I I I'mMI–DADS COINTY APPROVmIt 1 CUPPED MULLION I p� 11 SEE SEPARATE A I I F 11 11 Vl GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING aO O LA ; WOW BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 8 J o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .G 3t3i $8 AND TRANSFER THEM TO THE BUILDING STRUCTURE. i 0 wmg � TYPICAL ANCHORS: SEE ELEV, FOR SPACING 1/4" DU, ULTRACON 13Y 'ELCO' (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY ~ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u DIRECTLY INTO CONC. OR MASONRY 11WdOMe 7A 7 1-1/4' MIN. EMBED INTO CONC, OR MASONRY tr ` J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) _ © 33 i i 2s 2 INd TO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES a 1 STEEL : 1/8" THK. MIN. (Fy s 36 KSI MIN.) c` 25 I ALUMINUM 1/8" THK. MIN. (6063–T5 MIN.) DOOR DETAILS 'a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) = ngr.JAW MKOD e TYPICAL EDGE DISTANCE Ofm g o ...-. .. o... FLA.N 1 70592 • c INTO CONCRETE AND MASONRY - 2-1/2" MIN. -1538 a INTO WOOD STRUCTURE m 1' MIN. 8 c TYPICAL ANCHORS INTO METAL STRUCTURE m 3/4" MIN. •�•EDGE OST. SEE ELEVATIONSJU� a 2U1Z drawing no. THROW FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 W BOLT PSI MIN. W12-fl8 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheat 4 of 9 1/4"MAX. 1/4"MAX. N SHIM © CONCEALED FLUSH BOLTS © SHIM Z at 3 3 LEVERS AT STILE FACE ^ ;0-118Y L� TYPICAL ANCHORS •IUW BUCK F t SEE ELto ACTIVE LEAF �e FOR SPACING 29 13 24 P PSEE TYPICAL ANCHORS SEE ELEV. FOR SPACING2S 2EXTERIOR TTJ �D.LO. MELEAF 1IO1H STRUCTUREONS SINGLE DOOR FRAME WIDTH T 7 N 1/4"MAX ,LOCK oanoNs SHIM 1/4"MAX. SEE SHEET 7 SHIM CONCEALED FLUSH BOLTS O CONCEALED RUSH BOLTS 3 LEVERS AT INSIDE FACE OF Sntx LEVERS AT STILE FACE a TYPICAL ANCHORS OR WOOD Z J SEE ELEV. WOOD STRU TURE FOR SPACING 19 INACTIVE LEAF ACTIVE LEAF NOTE i Z� U�w 29 W_ � ;;x 24 23 g� • 25 TYPICAL ANCHORS a SEE ELEv. 19 9 D.LO. it t0 D.L.O. FOR SPACING LEAF WIDTH EXTERIOR LEAF YADTH o< DOUBLE DOOR FRAME WIDTH n tuMY rpr:JAVAD ah91AD � � FLA PEEP T0992 g C.A.H.3 i3S drawing no. DOOR DETA I�sl JUN 282 12 W 12-08 sheat $of g TYPICAL ANCHORS SEE ELEVATIONS EFOR SPACING {y EDGE IST. • I I sNF.EQLAZING�n011s A SEE /12 8MS le SS REF OG 1/4-MJ1%. H AT 9'FROM EN09 O SEE SHEET 3 O a0 / IUMANO 11'O.C.MAX Q C" O e c . 18 r_.I is z� W I 26 13 O�L . ' 24 Wolff-M 1 I I I TYPICAL ANCHORS L^ SEE ELEV. .�. '. FOR SPACING 23 O.L.O. 14 a LI-L LEAF YAOTH 4 4A EXTERIOR SIDEUTE 1MDTH DOOR FRAME VA07H d p 2 UNIT FRAME MOTH El G I�ileIWW Z \ FLA.PE#70542 g n ^ C.A.N.35M + o a EDGE DIST. t�11 29201' Browing no. o + TYPICAL ANCHORSW z—Q8 �—- SEE ELEVATIONS FOR SPACING SIDELITE DETAILS 4hoet 8 of Q I=/ PART RBQD. DBBCRWnON MATERIAL MANF./BUPPUSR/RBMA1= �v 1 ES01 - DOOR FRAME HEAD/S91 6083-T8 - 2 EW2 - FRAME DOVER 6063-78 - N 3 9603 - DOOR FRAME JAMB 5063-Te - 0 j 4 E604 - SIDELINE TOP&BOTTOM FRAME 6083-TB - 4A E626 - SIOWTE B"BOTTOM FRAME 6083-TB - e S 1 E605 - ISIDEUTE FRAME JAMB 8063-Te 4,7 5 Ewe - SIDEUTE SUP ON JAMB W63-TB - Q 7 EGD7 - LEAF TOP&BOTTOM RAIL 6063-TO - M�• 4 7A E625 - LEAF 9"BOTTOM RAI. 6083-T6 6 EBOB - LEAF W STRIP ADAPTER 8063-T6 9 E80D - LEAF HINGE STILE W63-T8 10 E61O - LEAF I=STILE W93-TB 11 E811 - LEAF ASTRAGAL STILE 6083-16 - W 12 E012 - LEAF ALIGNMENT BRACKET 6063-T6 13 E613 - LEAF CLAMP W63-T6 4-1/4"LONG T 13A E813 - HINGE BACK-UP PLATE 6083-TS 12-LONG lox 14 E614 OLA4RXi am(5/18'LAM.MASS) 0083-T8 14A E109 - GLAZING BEAD(7/16'LAM.OLASS) 6063-T8 - 15 E818 - GLAZING BEAD(INSUL GLASS) 5083-T6 - V is E616 - SNAP COVER em-T8 - 17 E613 - BOLT SUPPORT 9083-T6 NOT SHOWN 18 - AS REDD. SOWTE MULLION REINFORCING 6083-16 - U) a� 19 FO-107 3/LEAF BUTT HINM ALUMINUM SULUVAN&ASSOC. PS 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. LOCKS* 21 FRO14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN&ASSOC. Opyrm /1. 22 /12 SMS AS REM FRAME ASSEMBLY SCREWS ACTIVE 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS rm SMS 3 p n 4 POINT LOCK ASSEMBLY DLO1-6007 BY'INTERLOCK USA INC" 24 - - 3/e"DIA.THREADED ROD STEEL - OOV (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 1 W11323 - PIE WSTRIPPNO WGOL ULTRAFAB _Z$,2 8{ 1/2-DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 28 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM AT HEAD AND SILL 27 E2D6 - GLAZING BEAD RULE SAMOPRENE ULTRAFAB t6 p dS THROW BOLTS ATTA04ED TO LOCK BY 3/8'CONNECTING RODS 0 LOCK LOCATED AT 42-1/2"FROM BOTTOM 25 - - GLASS SPACER WLK=E FRANK LOWE RUBBER CO. ENACTIVE LEAF: 29 E622 - FLUSH BOLT CUP NYLON - OF 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 OW1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DW1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 /10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 3/8-CONNECTING RODS 34 - 2/UTE SETTING BACK, 1/4-X 1/2'X 4-LONG Em AT 8"FROM EACH END, DUROMETER 85*5 LOCK LOCATED AT 42-1/2'FROM BOTTOM 36 - 2/LITE SETTING BLOCK, 1/4"X 3/4-X 4-LOW EPOM AT 8"FROM EACH END,OUROMETER 6545 OPTILIN /2' IC71NF LAC: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KWIKSEr LOCATED AT 39-1/4-FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW SOLT LOCATED AT 44-3/4"FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAO JM8504 SEALANT. CONCEALED FLUSH BOLTS BY'SULLIVAN&Assoc.' " 1/2'%2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGESi g" LOCATED AT 10-5/8" FROM TLP AND BOTTOM 3-1/2•X 7-$/8'%.122" TNK. EXTRUDED ALUM HINGE NB LOCK FASTENED TO STILE WITH (2)88-32 X 1/2'FH Mg PART IFD-107 BY SULLIVAN&ASSOC. = L WACTNE LEAF`. 3 HINGES PER LEAF 7" Errgr.JAVAD AHNAD �_ 6 CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC. BOTTOM HIND AT 10-1/4'FROM BOTTOM FLA pE p�70992 J. 1/2- X 2- THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4"FROM TOP CLAN.3838 HEAD AND SILL CENTER HINGE AT MIOSPAN (38"O.C. MAX.) q MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1"FH SMS OF LEAF STILE LOCATED AT 10-5/8-FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH(2)/8-32 X 1/2"FH MS (8)SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING PER OF HURRICANE WARNING. BhBet 7 Of 9 r--1.750 �u - �.078 71 .579 L_ I•'-.394 41112 130.825 .803 .045 .803 .050 .8045'e� 0764.03, 1.047 1.047 i ,_1. 4.750 L-2.062-4 g LH is GLAZING BEAD Q GLAZING BEAD to GLAZING BEAD 5/16'O1A95 7/15'G11S3 INSU4 GLASS t DOOR FRAME HEAD/SILL $ ~ 1.507-1 4.000 -1.5074 7 LEAF TOP/BOTTOM RAIL 625 � .__L E!y r.078 .078 3.719 4.781 .078 1.7� 1.507 L L 8.250 t.soo v 7.531 r ��.312 g N 8i 9 LEAF HINGE STILE .052 1.507 5.344 1.750 4.000 6 LEAF W-STRIP ADAPTER O SIDELITE TOP & BOTTOM FRAME 1750 1 S07 2081 1.750-"I -.• �.Yli� Z $ .329 .078 I 078 70A 9" BOTTOM RAIL12 1.584 W 4--1 eft -I� to LEAF LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET -.730-�281 2 FRAME COVER &344 .078 .375 -1 -� 1J .667 �j .125 c l -� 1.730 2.081 1.574 .125 3.781 2 3.719 .078 .154 4.090--�14 11 iJ LEAF CLAMP tb SNAP COVER LEAF ASTRAGAL STILEL 9. HINGE BACK-UP PLATE 000 �m� 8.261 1.500 1.250 1 B 8 t.s� .625 •719 •718 SIDELITE MULLION REINFORCING FF n M AHMW .078 ��'AWL , I70592 4.000 j 4.000 Y112 5 4.186 FLA.N.35 8 .078 2.1097 b L1.507 .078 --A 1e--4.000--a1 JUN 2 1012 wit 08 (�) DOOR FRAME JAMB (s) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (e) SIDELITE SLIP ON JAMB sheet B of g n U Vl DOOR FRAME CORNER m SIDELITE FRAME CORNER GIDELITE CLIP ON JAMB CORNER z z Ii O I !2 12 1[1 T II O++ ly I 11 ly I 11 C t .�qn JAV�RN ' ,tl FL4.PE//70382 g CAN.]SJ8 L' drowing no. N .� 2012 W12-08 LEAF CORNER sheet q of g Florida Building Code Online https://floridabuilding.org/pr/pr app_dfl.aspx?pararn=wGEVXQwtD... Florida Departmentq SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff BCLS Site Map Links Search Busines Professig�"I Product Approval USER:Pubk User Regulation Product Approval Menu>Product or Application Search>Application U5 >AppNcatbn Detag -b FL# FL15595 • s Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN RE %.' Address/Phone/Email 3737 Lakeport Blvd t Klamath Falls,OR 97601 MAR G ",i5 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of 2 1/22/2015 4:02 PM NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011096 3737 Lakeport Boulevard Certification Date: 05/07/2012 * Klamath Falls,OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) p Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 3'2"x 871 +50/-60 7.5 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 3'0"x 8'0" wBump Face Threshold Installation Details: S-2108-01 1-8 X O/S Opaque 392"x 8'2" +60/-60 10.0 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 3'0"x 8'0" w/High Dam Threshold Installation Details: S-2108-01 1-8 OX/XO O/S Door-Opaque 49$"x 8'2" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 8'0"-,v/Bump Face Threshold Sidelite DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8) OX/XO O/S Door-Opaque 495"x 892" +60/-60 10.0 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 810"w/High Dam Threshold Sidelite DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OXO O/S Door-Opaque 5'10"x 892" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold Sidelites DLO:7"x 67"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OXO O/S Door-Opaque 5110"x 892" +60/-60 10.0 psf Door-Yes CTLA 696WA/CTLA 961 W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 8'0"w/High Dam Threshold Sidelites DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8) National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NANH AUTHORIZED SIGNATURE: .104 ' T �j N }QQ 74.5"MAX. OA FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH LjERNEIXG FJL �,L:rl\® Steel G G I 875"TIP. 125" 75'TYR .75"MULL 15.5"MAX. ME fFAJVEL 625°MAX.OA 36"MAX. OA 875" 36°MAX OA 1BAR TYP. SID�FRAME WIDTH AVER/CONrOUR8'0"WOOD EDGEOPAQUESTEELOUTSWIVO Y40TH PANEL WIDTH TIP. PANEL WIDTH PANEL WIDTH OA ASTRAGAL IMPACT DOOR UN?S W?N&W/rN0Ur51DEUTES 1> r> 1> ce ,p GENERAL NOTES ® ® ® ® ® ® Z m o 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING INACTIVE ACTIVE96" 7.125"MAX, Z pa ¢ N CODE AND HIGH VELOCITY HURRICANE ZONE"HVHZ"REQUIREMENTS. 96" MAX. OA D.LO. ap 22 W W ap 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WIDTH SC LOADS TO THE STRUCTURE MAX.OA PANEL 4 3 g e J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL 3 HEIGHT 3 79.125" DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT MAX. W _ DRESSING OR STUCCO. eo Y a 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA 97.5" 97.5" 4 D.L.O. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HVHZ°ZONES. SEE MAX. D MAX. F G HEIGHT THE DESIGN PRESSURE CHART BELOW. OA OA 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE FRAME FRAME APPROVED IMPACT RESISTANT SHUTTERS. HEIGHT 34 HEIGHT 34 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUTES a 4 co. 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE 2t 21 Z CONFlGURATION. �oa p Us 0 SINGLE OUTSWING IMPACT o" i RESIDENTIAL INSULATED STEEL COOK(Common to el frame condtions) A .75° .625 A P-SCIDELITES UNIT(OXO)W/NON-IMPACTG COMPONENT CONSTRUCTIONS: .625° VIEWm FROM EXTERIOR g y o Z Face sheets:24 ga. (0.020'minimum thickness, Galvanized Steel A-525 DOUBLE OUTSWING IMPACT UNIT(XX) 107°MAX. OA FRAME MOTH 21 strength commercial quality 37.75°MAX. OA VIEWED FROM EXTERIOR q ty -AKDQ per ASTM 620 with average minimum yield .875" .125" .75°MULL 15.5°MAX. OA ¢az strep th F ove.-30,627 psi. FRAME WIDTH TYp. a F m w_ 9 Y( )- P BAR TIP. SIDELITE FRAME WIDTH oo z Core desi Expanded polystyrene with 1.0 to 1.25 lbs. cf density, 36.625 MAX. OA o p w 40.=ExPa PDYstYre / tY.b)' 36"MAX. OA 36"MAX. OA 14°MAX. OA :N6.INC. 875°TIP. PANEL WIDTH vo PANEL WIDTH PANEL WIDTH PANEL WIDTH v Door Ponel Construction: The active and inactive panels are constructed from W/��GAL F F-3 � 24GL (0.020°min.) galvanized steel. The face sheet tops and bottoms are �oa o bent 90'over the top and bottom rails. The top LVL rail measures 1.67° o wide x 1.0°high. The steel bottom rail measures 1.67°wide x 1.21"high. ® ® ® ® ® ® a a The optional wood bottom rail measures 1.67°wide x 1.25"high. The MACTIVE ACTIVE 7.125°MAX W = sides of the face sheet are roll formed onto the LVL latch stile and 96• OA D.L.O. 5 Ponderosa Pine hinge stile which measure 1.67°x 1.0°. The interior cavity MAX, 2 WROTH is filled with polystyrene. The face sheets are glued to the polystyrene. 96°MAX. IOA OA 4 Fixed Lite Const.:The sash is constructed from 24GA (0.020"min.)galvanized OA PANEL 3 steel The edges of the face sheet are bent 9P over the polystyrene core PANEL HEI 79.125" o and glued to it. The sidelite panels are routed to receive the OOL Lip Lite HEIGHT MAX. N$ Frames or the optional Trinity Light Frames. (See sheet 7 for glazing 975• w z details.) The lite frames are wet glazed on the interior and exterior. 97.5° MAX D.L.O. N Frame Construction: The frames are constructed from Ponderosa Pine jambs VAX. C D OA111 G HEIGHT W measuring 1.25°wide x 4.563°deep. The door and sidelite head jambs are OA FRAME mortisedand butt joined to the side iambs and attached with (3) 16GOL 2° FRAME HEIGHT m " x 7/16°crown wire staples. The units use a high dam bump face Imperial HEIGHT 34 34 W '-at threshold measuring 5.25"deep x 1.75"high or a standard bump face 4 4 l_ Pemko threshold measuring 4.041°deep x 1.0°high. The thresholds are 21 2t 1 1111 a attached to the frames with (3) 16GA.2"x 7/16"crown wire staples. N 0 0 0 0 II, DOUBLE OUTSWING IMPACT A z UNIT(OXXO) W/NON-IMPACT TABLE OF CONTENTS .625" •75° .625" >� SIDEUTES VIEWED FROM EXTERIOR SHT DESCRIPTION SINGLE OUTSWWG IMPACT UNIT(X) DlgIWlysgg MHermesFN-,..PE `�� • •° ,p �� oAtE: 11-15-01 1 GENERAL NOTES AND TYPICAL ELEVATIONS 7 BLE 1: VIEWED FROM EXTERIOR Rea«Iamappo mgtNsa«nit O 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS oarezmz.os.iiiia3saaoo 7 Prepared By. SCALE: N.T.S. DESIGN PRESSURE RATING-WHERE WiTFR W/BUMP FACE W/HIGH DAM 3 HORIZONTAL CROSS SECTIONS pWp�qy a TMO� m � * -* 4 HORIZONTAL CROSS SECTIONS AND NOTES DWG.BY: WLN 5 ANCHORING LOCATIONS AND DETAILS E DOOR UNIT(X,A XO,OXO) = o T T = ® CHK.BY: RW 6 ANCHORING LOCATIONS AND DETAILS W/WO NON-WALT STDOJTES +�psf-�psf +60 psf-� �psfp0•: P;'•9-1 DRAWING No.: 2 BUILDING DROPS, INC. 7 GLAZING DETAILS DME DDDR mm(A Dior,X(O,ow) ��i •a+� O S-2108-01 8 UNIT COMPONENTS W/WD NON-WACT 9DF111E5 +47 pst-43 psf +47 psf-43 psf iatj A +,�� Phone:407-644-6957 Fme c�R �s76 Fox:407-644-2366 SHEET 1 or 8 OD it CL Z ca C) moN co (2, A ;a rri 0 o rl rl r Ln CL Z) r < rN'S A 2N N) M, E5 C) zi c� 'D (o aj 0 (n LL") L. (A (A (A C4 -N N) 01 Of 00 co V 0) N -N a O — 0mr*f AO2 —8 O t Lt 11 OlU t It t±:8�g V 110 bi!9 Ei k"S,�11 t3 ONO V ONE N MW U9 t,8 GOD'Z OCTA C.iz; 8 co x :mm llan;N A P, i5q I I x m Ox F4 C Ugd -4A 0 -4 0 (o % ?I T PRODUCT: 9 . I —`W0D--tDGE OPAQUE STEEL OUTSWING JELD-WEN,INC. 12 MODIRED To A#Er THE 2010 FBC TLW IMPACT DOOR UP TO 9'-0"x 8'-0" 10 6 4 07 MODIF7170 7n UFFT THE 2004 FBC WR WITH & WITHOUT NON-IMPACT SIDELITES 3737 LAKEPORT BLVD. :. X 0 0. 1 18 02 Annrn Tpimrry mr FRAME KLAMATH FALLS,OR. 97601 , I ROF PART OR ASSEMBLY Ico ER :rt !A 1,1� 2 O6 15 02 CORRECT B.O.M. — w VERTICAL CROSS SECTIONS PH.541.882.3451 — 1 3 15 02 GENERAL REVISION fJH AND BILL OF MATERIALS DATE REVISIONS w o�� H 2 m ra a>p o pz m m 26 =2 ° P A N mm O m V7 O Z 2 Z � ? V Cn cn Znt SO O m (4 z v-0 N _ O A A N -0A 24. N N o \ OA y V O CQ V1 I'.. n Cn O A O N N W P D n --I m V Z p 22 A z � v A mo �Z N cor-Nm tion OT1 N � 2 Z =o2 �y ol cn cn U W t`ttt1111I///// om�O I o m cn /�//1(I I I IIUtt D 2m b m aA+��I�►"// n ��i V �wn m 2 V' Z� 00C� �2 $ g PRODUCT: —00-EDGE DGE OPAQUE STEEL OUTSWING JELD-WEN,INC. i _ 5 503 12 MODIFIED TO MEET THE 2010 FBC JLA IMPACT DOOR UP TO 9'-0"x 8'-0"IT 3737 LAKEPORT BLVD.r, o z i 4 8 04 07 MODIFIED TO MEET THE 2004 F8C WR Mm & WITHOUT NON-IMPACT SIDELITES —� N 3 11/18/02 ADDED TRINITY LITE FRAME ROF PART OR ASSEMBLY: KLAMATH FALLS,OR. 97601 Io 0 2 )6115102 CORRECT B.O.M. RW � V 1 3 15 02 GENERAL REVISION TJH HORIZONTALSEC ONSROSS PH.541.882.3451 DATE REVISIONS BY 3 SEE NOTE 4 24 44 28 31 4 52 7 1 15 21 42 34 13 6 5 6 3 28 31 44 14 SEE NOTE 7 ON SHT. 4 ON SHE 4 32 EXTERIOR 36 17 38 p � o� SEE ON SHE 4 31 EXTERIOR 1.75'MIN. Ci m a PANEL THK. Z cc C M \ / 3 3 eh O j \\ INTERIOR j \\ �2"&1 "I.L 36 SEE NOTE 2 23 SEE SHEET 17 10 SEE NOTE 5 \ ON SHE 4 zo�y SEE NOTE 5 1 17 17 1 ON SHE 4 25 J� j� \\\ 29 SEE NOTE 6 3 SEE NOTE 6 tn- 29 �� \\ 25 ON SHE 4 J/ \\ ON SHL 4 °pZZ ON SHL 4 SEE DETAIL 5 SEE DETAIL 5 o x ON SHEET 5 FOR OPTIONAL 0.75" ON SHEET 5 o v y 39 39 0.75° 1/2"& 1"I.G. o s HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION SEE SHEET 17 joo Qo AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB a m 110 WOOD moo w N 51 SCREWS �03 o NOTES: CONCRETE/ SEE NOTE 2 SEE NOTE 3 0o 1. SPACING FOR ITEM 126 THE 110 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 19 SHEET 1 31 ON SHT. 4 3 0 AS FOLLOWS. FROM THE TOP DOWN& THE BOTTOM UP: 1.0", 2.5", 4.0, 5.5", 13.0", 18.0"&26.0". BY OTHERS of a 20 4 EW IS AS FOLLOWS: 0.13"MIN. FOR OPTIONAL 2 TOP C& BOTTOM, RIZONTALLY, SIOELTTE PAN 3ING FOR ITEM 123 THE 18 x 1 112" R0"IN FROM EACH CORNER. 32 36 38 GLASS THK. 1/2"& 1"I.G. 3 & F ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0", 13.5; 24.5; 36.0", 46.0, 57.57, 68.5"& 79.0". "° SEE SHEET 17 3. SPACING FOR ITEM 131 THE 16G4 x 3/4"BRAD TRIM NAIL ATTACHING 714E QUARTER ROUND TO THE SIDELITE AND ° e THE MULLION CAP TO THE MULLION&4R VERTICALLY, IS AS FOLLOWS: TOP& BOTTOM HORIZONTALLY: 1.25"IN " FROM EACH CORNER WITH (1) NAIL MID-SPAN. ° \ EXTERIOR N w ON THE SIDES VERTICALLY: 1.25"FROM EACH END& SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 825, A 18 x 2 1/2"PFH WOOD SCREW. Z WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 824, A 88 x 2" a \\ =9 PFH WOOD SCREW. a INTERIOR z m 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 8 w IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND °a 3/8"QUARTER ROUNDS SECURED WITH DEM 131 BRAD TRIM NAILS x 3/4"LONG. e' SEE NOTE 2 23 N N N N 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 810 x 2"PFH SCREW. WHEN ATTACHING / ON SHT. 4 0 0 0 0 ° \\ HORIZONTAL CROSS SECTION THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4"PFH WOOD SCREW. ° \ SEE NOTE 6 `liTj j$J¢1fyI�ITE TO BUCK o o - ��^�� 8. SPACING FOR ITEM 849 THE 86 x 1 i/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: °D \\ 29 ON SHE 4 %1 t&S F• 0,��i u *n N- SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 5.63, 14.5, 23.25", 32.06", 41", 49.757, 58.56", 67.38"& " 11-15-01 76.31". ° e' ON SHEETL55 �'" " 7""'AO ' Prepared By: SCAM N.T.S. SIDELITE LITEFRAME TOP & BOTTOM, FROM THE LEFT: 3.13"& 6.88". _ 9. USE ITEM 851 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. USE ITEM 125 WHEN INSTAWNG INTO ° ° M. BY: WLN 0.2S MAX. MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. SHIM �� T T �� Q cNx.Br: RW DRAWING NO.: EMBED. a 1.50"MIN. ��O�' P'"�� BUILDING DROPS, INC. �i .iwa �� 5-2108-01 ,a1j, a �� Phone:407-644-6957 WE R io�d�za578 Fax:407-644-2366 ISHEET_L OF 8 WIDTH 74.50"MAX. OA FRAME ON THS SH7 70.25°MAX. OA FRAME WIDTH DETAIL SEE DETAIL 4 4.50°T1P. 9.00' 9.00'TYP. ON THIS SHT 3.00° 6.58° .00'TYP. C) m o ��00" 1250° I TYP z ¢ vicn TYP.� .00°m' L 6.00'Typ 3.00" r SEE 1 III I I 1 1100 ON iDE SHT 6.00° I I11 III I 8.125° 8.125' -� 51 I ` cd 51 51 _ TYP. - - TYP. TYP. 6 SEE NOTE 5 25.94" 6 25.94' SPACES ON SHEET 4 SPACES @ 14.25" ® 14.25SEE DETAIL 6 — — — SEE DETAIL 5ON THIS SHE 97.50" ON THIS SHT. 9�" 25 — — zo TYp, 24.00' �_ MAX. 24.00° OA �7 — �x z OA — / 1 — FRAME Y2.00- �FRAME o¢ J HEEL 12.00"1 HEIGHT 2 as w, zo a 26.00" a m o Z 26.00' 36.625' - - wa 36.63" i6 ao 3 16 �L TYP. v ¢y o TYP. 1 00"TYP.I I 3.00'7YP- 100'TYP. S 6.0 I� III .00'TYP.F- 1�' Y 3.00" Typ-� .15"MIN. o�* '1 C-SINK. $$ z SEE DETAIL 3 o 2 h ON THIS SHT. SINGLE DOOR WITH SIDEUTES ANCHOR LOCATIONS DOUBLE DOOR WITHOUT SIDEUTES ANCHOR LOCATIONS VIEWED FROM INTERIOR ' o o i ai o VIEWED FROM INTERIOR ~~1 16 5125 13 25 16 53 53 SEE NOTE 10 \ 8 14 27 SEE NOTE ON SHEET 4 N w 7 SHEET 4 0 0 0 0 41 \ \ dnnnui DETAIL CD I I "jj5 F O�Qp�NTERSINK FOR INSTALLATION ANCHORS o a M w o 6 6 12" I 24 12" I 2425 `��4..... QOi DATE: 11-15-01 �p Prepared By: sC&LE: N.T.S. — 41 SEE NOTE 7 4 SHEEP 4 = = DWG.B WLN RW cwc.BY. RW 52 52 0 ••• P'•�Act BUILDING DROPS, INC. Dnnwwc no.: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD- ® THRHOLD DETAIL 4 DETAIL 5 D NET L 6 �i A A a'"a �� Phone:407-644-6957 S-2108-01 ial� ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB FWE 7a Fax:407-644-2366sxExr 5 of 8 107.00'MAX. OA FRAME WIDTH -I p 37.75"MAX. OA " m r FRAME WIDTH 'I V m o !q SEE DETAIL 2 Z cr vi M ON SHEET 5 4.50`TYP. SEE DETAIL 4 � 1s.az"TTP. 3 Y � I- 3.00" 0"TYP. 15.42'TYP. ON SHEET 50° 00"TYP. �3 I - 0` L-I .00"T1P. L L _1 -lTy� L SEE DETAIL 4 -3 '^'� Y a 6.00'TYP. I 1 I l 1 1 III III I I III 1 1 8.125' 6.00"TTP. 6.00'TYP. - 8.125" ON SHEET 5 - 51 g1 51 6 - TYP. TYP. - 25.94" 6 7 TYR 25.94" v SPACES - 25 SEE NOTE 5 - - SPACES SPACES Zoe i � ® 14.25" ON SHEEP 4 ® 14.25" ® 12.21 - - coo N Z) � O� SEE DETAIL 5 97.50" f ON SHEET 5 97.50" SEE DETAIL 6 W a o a MAX. - 24.00' MAX. T— ON SHEET 5 24.00° W o z z HF� 12.001 25 HST 12.00" I - a=z m =� — — -VT �53 IC qy 26.00" a o a 26.00" o _i C,16F 36.625' 36.625'TYP. 16 - I 00 BC BL TYP. L 5 i ►r r r r i 1 t I I 3.00"TYP.0 I 3.00" 00'7YP. � Typ 8.58° o 3.00`TYP-� �— 7.00" 00"Typ. g TYP. TYP. W $ � o 6 0 SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS o ON SHEET 5 VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR a c 01,DATE: 11-15-01 7• •O Prepared By. SCALE: N.T.S. * * DWG.BY: WLN "d T •✓r Q CHK Sr: RW DRAWN NO.: 0�': P,•'"?kr, BUILDING DROPS,INC. �� • .a Na �� 5-2108-01 Phone:407-644-6957 78 Fox:407-644-2366 SHEET 6 of 8 50 30 37 0 30 EXTERIOR 0.13"MIN. V m TEMP. GLASS Z THICKNESS W W C4 Y ,- 0 g cti -jC-211a 50 INTERIOR 5' GLASS BITE 50 PLUS 30 50 46 SEE NOTE 2 50 30 38 23 ON SHT. 4 zoo EXTERIOR y�o GLAZING DETAIL ODL LITE FRAME 0.50'MIN. 0.125'TEMP. 0.25'AIR o x F J 38 SINGLE PANE 1/8' TEMPERED GLASS GLASS THK. GLASS SPACE Lu a HP POLYPROPYLENE �� THERMOFIL-P6-30FMO391 a z oa z 0.125 TEMP. c,0vi 0 .25'x .50' GLASS �$3 �2 INTERCEPT C� 30TYP8 INTERIOR 5" ESS STEEL SPACER a a PLCS. SEE NOTE 8 3 50 50 48 50 45 49 ON SHT. 4 50 5 EXTERIOR 0.125'TEMP. 45 GLAZING DETAIL TRINITY LITE FRAME o '� GLASS 112"INSULATED TEMPERED GLASS LUPOY EU-5007 o 1.00"mli W GLASS THK. 0.75'AIR SPACE o B 0.125'TEMP. o INTERIOR .75'x .50'INTERCEPT GLASS GLASS STEEL SPACER aE 50 4 49 SEE NOTE 8 50 ON SHT. 4 J tv DATE 11-15-01 r:••• O Prepon d By: score: N.T.S. 7 GLAZING DETAIL TRINITY LITE FRAME DWG.cHx.eY:-. WLN 4 - v . TT i+r = Q RW 1'INSULATED TEMPERED GLASS : � w LUPOY EU-5007 O� P;'� DRgWM6 NO.: BUILDING DROPS, INC. 5-2108-01 Phone:407-644-6957 rarE cen ,q. ��zss�e Fox:407-644-2366 SHEET 7 of 8 0 0 I � O T_ 13 E I O Z xm �y a � v F • —H W oho —T O 00 14 o x G N © O O N 0 O AZ tTz TT__J�' X00 o N x K= oa vn'i° c A Z _T r5 CL 00 N ° N CA V' _T A N o N O a O 2 \\ rn Tfill,ow, I am, 0rn � 0 ego _ N Z o a yoJL0 0 rn o N rnc`�i.n O o v• � O $ PRODUCT: __WXYEDGE OPAQUE STEEL OUTSWING JELD-WEN INC. 5 03 12 MODIFIED TO MEET THE 2010 FBC JIT IMPACT DOOR UP TO 9'-0"x 8•-0" 3737 LAKEPORT BLVD. 06104107 WITH & WITHOUT NON-IMPACT SIDELITES 6, 11118,102 KLAMATH FALLS,OR.97601 RW-, PART OR ASSEMBLY: Imo' 03115102 3 15 02 UNIT COMPONENTS PH.541.882.3451 DATE REVISIONS BY BUILDING DROPS 127 W. Fairbanks Ave. Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2044 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 97.50"(Maximum) Prepared For: JELD-WEN, inc. 11111 1/1111� 3737 Lakeport Blvd. ��`o,111111111111.1 F. p i Klamath Falls, OR. 97601 �`�Q�.••'" ,.F,A��''� 7 Prepared by: Hermes F. Norero P.E. Florida Professional Engineer#73778 Date: 05/07/2012 i 0T••• Contents: Evaluation Report Pages I —4 Installation ' ion Details Pages 5 �,�/t"/ 110NA`e\ N Digitally signed by Hermes F Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.2814:51:11 -04'00' BUILDING DROPS FL#: 4 A Perfect Solution in Every Drop Date: 05/07/2012 Certificate of Authorization:29578 Report No: 2044 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 97.50" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2108-01,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2108-01 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2108-01 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 /5A\\) BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/07/201216 Report No: 2044 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute, Inc. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization# TST1577) Report#:CTLA696WA, Report Date: 10/29/2001 Report#:CTLA961W, Report Date: 10/23/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date:02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology,if any, between the edition(s)of the test standard(s) listed below and those edition(s)referenced in the 2010 Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-07 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the 2010 FBC,including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/07/2012 Certificate of Authorization:29578 Report No: 2044 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2108-01)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXX,XXO,OXXO X,OXO,XO,OX w/Bump Face Positive 47 PSF* Positive 50 PSF* Threshold Negative 43 PSF Negative 60 PSF w/High Dam Positive 47 PSF* Positive 60 PSF* Threshold Negative 43 PSF Negative 60 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 5 //A\\) BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 05/07/2012 Certificate of Authorization:29578 Report No: 2044 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 9.00 TYP. �00" 00"TYP. 250 Tl'P.� .00"TYP. I 1 11 1 III I I 6.00"TYP. 6.00"TYP. 6 - - 7 SPACES SPACES @ 14.25" - - @ 12.21" X7.00"TYP. i .00 NP. TYP. TYR .00 TYR 4��I~YII III I 1 "III ,1I5.4I2I"TYP. I III II. � 4 YF. I " 9 5.4 P 3.00300 658 .00 NP. . TYP. TYP. TYP. .00"TY OO"TYP. H . TYP.I 16.00"TYR I II � I II III II 1 6.00"TYP. -E SPACES SPACES @ 14.25" @ 14.25" I I 1 1 I I I I�-}I 1 11 I 1 1 1 1 1 I I I I I 3.00"M: �� 7.00"TYP.--1 f 7.00"TYR 3.00"TY 0"� �.00'TTYP.3.00 0°N. Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 ('� � ��,.► SHEET PROPERTY ADDRESS: N , 1 J, ■,, � '�, ,_� 1/1 131 NE 93rd STREET MIAMI SHORES,FLORIDA 33138 __1 �� J --�--� N --� ABBREVIATIONS A/C=AIR CONDITIONER UNIT FLOOD ZONE INFORMATION: COMMUNITY NO.120652 PANEL NO.0302 SUFFIX:LC.B.S.=CONCRETE BLOCK&STUCCO FIRM DATE:09.11.2009 FLOOD ZONE:X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — SCALE: 1 = 20' CONC.=CONCRETE LEGAL DESCRIPTION: FOUND 1/2"0 15'ALLEY OVERHEAD UTILITY LINES FOUND 112°O 0=DIAMETER LOTS 19 AND 20,BLOCK 22,OF"AN AMENDED PLAT OF MIAMI SHORES IRON PIPE 10'ASPHALT PAVEMENT RON PIPE SECTION No.1",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN (NO I.D. 100.00. (R&M) (NO I.D.) PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE o H=HEIGHT —H- -�— -O—H-o--n-6—H-�—H- H- H- - - -H -H—p-H—�-H-0-H-0- - -H—�-H—O-H— COUNTY,FLORIDA. — — — — — — — — — LD.=IDENTIFICATION LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. LEGEND ° H.C,E.•S.WALL I 4'H.C.B.S.WAL Oo 0.6' O's I ' ' ' 5 PG.=PAGE LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, AC A/C UNIT % CONC. �5�, RESTRICTIONS,RESERVATIONS OR RECORDED EASEMENTS. � I � q ••J�� P.B.=PLAT BOOK 4' MAR / I PROPERTY LINE 15.4' 13.2' I CONC. M 0 (R&M)=RECORDED&MEASURED THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT �, I w ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE �, UTILITY POLE x � "' 12.2' Y BY: SWK=SIDEWALK PUBLIC RECORDS OF MIAMI-DADE COUNTY,OR THE RECORDS OF ANY I �" OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY x ,W1• TILED APPEAR. i z AREA N i = THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OFA BOUNDARY I = `4 TILED SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY I = B B.0 AREA BOARD,COMMISSION OR OTHER ENTITY. WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP o ° LOT 19,BLOCK 22 I c 20,45 c o is WERE MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL z I AN AMENDED PLAT OF 10.6' S d ,6' z - ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN. zo MIAMI SHORES SECTION No. " 11. 14.7 z0 P.B.10,PG.70 o THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED IUJI GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT.ATTENTION IS I cwi� ^ I GENERAT01 26.0' C6 I rr I� BROUGHT TO THE FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE w I - N I AC ca BY THE REPRODUCTION PROCESS I z Y = 08 - N O o }- U �, 1 .3 5 I ONE STORY ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD I z: O a 21.5 co RIESIDENCE#131 J O °O FEET I H m ¢ o O i, I u, O CO < LU cU C6� r THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, m I ~ N u °° ■ POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY I N � 01-i F- rNi 30.1 r O__1 OF N ENTITY OR INDIVIDUAL. I N O o rPH :5ORCAERIAL MAP Y = r- n I` — x n NOT TO SCALE �p SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN, W I O U) 30.1'�w io 30.1' ti z• o UPON,ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY m ¢ o z w WERE NOT LOCATED AND ARE NOT SHOWN. W 0 � 2 34.3' I 15.6' �9' I I z ° I w R. LL_ m s e 1 w a4 ,e la w 9 8 7 6 V 1 °Q' R. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A � I O O z X PLANTER ri I PLANTER ^ z "- 3 FLORIDA LICENSED SURVEYOR AND MAPPER.ADDITIONS AND I J g ¢ 11.6' I ¢ 13.5' Q n 4 r e n, DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING I Ea ■s Ib T I$ •9 zo zl zz zb■ .�... U o I � LOT 20,BLOCK 22 PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE � W U svp so - so >o ao s SIGNING PARTY. r z o "AN AMENDED PLAT 0 1 E 94 rrt - o I� w �; o MIAMI SHORES SECTION o.1" 50 56, SO' + SGm CI w w P.B. 0,PG.70 g e 7 6 THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE W I Q 7 a. > _V OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT Z ¢ EXTEND TO ANY UNNAMED PARTY. I F v I co 4 \ -��9OC cr) 2i 22us-,� 5'722 ziCERTIFY T0: soLU so R D MSM REALTY ASSETS,LLC BLOCK I ' I J, E. z N.E.93rd STREET 9,3 I o JUDITH KENNEY&ASSOCIATES,P.A. CORNER o NORTHSTAR MORTGAGE INVESTMENTS,INC. — — — — -- — — — — - • _ 5. G: .. AOA 5'CONC,SWK. OLD REPUBLIC NATICNALTITLE INSURANCE COMPANY 206.5 (R&M) 100.00 (RBtM) r, FOUND 112"0 , 21 a2 z5° SURVEYOR'S CERTIFICATION: FOUND 1/2"0 OUN "0 Z so s v I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"AND THE MAP OF IRON PIPE PIPE IRON PIPE � s' 6,65 $O - S6S3 SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY (NO I.D.) (NO I.D.) (NO I.D.) �" N DIREC(ION AND IS TRUE AND CORRECT TO THE BEST OF MY STAMPED LOCATION MAP KNOWLEDGE AND'BEUEF• rn C:ONC. 22'PARKWAY rn (NOT TO SCALE) ti � M M 360°SURVEYING AND MAPPING,LILC FLORIDA CERTIFICATE OF AUTHORIZATION NO.LB 6356 ORIGIRAL 04-24-2014 REVISIONS: E 93rd STREET 3600 SURVEYING AND MAPPING, LLC FIELD DATE ■ ■ Land Surveyors-Land Planners OSCAR E.B Z-,isIDO,P.L.S. 1407-0155 75'PUBLIC RIGHT-OF-WAY roe No _ _ _ REGISTE D SURVEYOR AND(MAPPER N0.5034 2000 S.W.83rd Court MIAMI,FLORIDA 33155 STATE FLORIDA. 20'ASPHALT PAVEMENT PHONE:(305)265-1002 SHEET PROPERTY ADDRESS: N !�1� .,yl�! ��, �RV,CY ABBREVIATIONS 1/1 131 NE 93rd STREET MIAMI SHORES,FLORIDA 33138 �� A/C=AIR CONDITIONER UNIT FLOOD ZONE INFORMATION: COMMUNITY NO.120652 PANEL NO.0302 SUFFIX:LC.B.S.=CONCRETE BLOCK&STUCCO FIRM DATE:09.11.2009 FLOOD ZONE:X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — SCALE: 1 = 20' CONC.=CONCRETE LEGAL DESCRIPTION: FOUND 1/70 15'ALLEYFOUND 112°0 IRON PIPE 10'ASPHALT PAVEMENT LOTS 19 AND 20,BLOCK 22,OF"AN AMENDED PLAT OF MIAMI SHORES OVERHEAD UTILITY LINES RON PIPE 0=DIAMETER � SECTION No.1',ACCORDING TO THE PLAT THEREOF,AS RECORDED IN (NO I.D.) 0 100.00, (R&M) o (NO I.D.) PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE _ H=HEIGHT COUNTY,FLORIDA. — — — — IL lrmoom,2� LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. I.D.=IDENTIFICATION 4'H.C.B.S.WALL/ LEGEND ° H.C.E.S.WALL Oo 0.6' o�� I ?�, �� - PG.=PAGE LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, AC A/C UNIT %% CONE. S), C RESTRICTIONS,RESERVATIONS OR RECORDED EASEMENTS. P.B.=PLAT BOOK PROPERTY LINE 15.4' 13.2' I CONC. - 0.4 MAR 25 201'5 (R&M)=RECORDED&MEASURED THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT I w ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE �, UTILITY POLE x U M `O 12.2' Y �� SWK=SIDEWALK PUBLIC RECORDS OF MIAMI-DADE COUNTY,OR THE RECORDS OF ANY �g OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY x LL TILED o z APPEAR. I z AREA, N I z J THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY 22.5 SURVEY ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY TILED JURISDICTION OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY I = g,g,Q• AREA BOARD,COMMISSION OR OTHER ENTITY. Ll LOT 19,BLC CK 22 WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP o 20.4 0 "AN AMENDED PLAT OF 10.6' c m o WERE MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL z ACCURACY OF 1110 FOOT UNLESS OTHERWISE SHOWN. ZO MIAMI SHORES SECTION No. " 11. 14.7' z0 F _ P.B.10,PG.70 o I 15 THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED I _ ui GRAPHIC SCALE IN ENGLISH UNITS OF MEASUREMENT.ATTENTION IS I � I GENERATO' 26,0' c6 M I AC � BROUGHT TO THE FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE w I N I ® NLU BY THE REPRODUCTION PROCESS o N O o Ca N O o z " 11 3 I ONE STORY � Y = FEET 0- ALL-MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD, I z: 00 ... 2''S� �' RIESIDENCE#131 - .� o - U mQo O J `n I v m< : C6 �, � THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, � ~O p ti I N p O cq POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY I w N M 30.1 T— -i F- N ENTITY OR INDIVIDUAL. I N O o N PORCH AERIAL MAP Y = ti a I x a SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN, W O a Ow io 30.1' i� p NOT TO SCALE cn 0i UPON,ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY = ¢ I m Q oz z WERE NOT LOCATED AND ARE NOT SHOWN. O w W o LL m a % '2 34.3' N I 15.6' �9' ¢ 5 E 1 D 12 ,I IO 9 8 5m z I 15 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A > O O Z PLANTER PLANTER ^ z �- FLORIDA LICENSED SURVEYOR AND MAPPER.ADDITIONS AND Q v- I g Q 11.8' I 13.5' ¢ a n a 111 a '¢ al az v� mIs IG i7 is Ig ao zl ze za■ DELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING . v o I LOT 20,BLOCK 22 5°5b4 6vA so - so Iso °m Iz PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE U) w SIGNING PARTY. r o �' zo "AN AMENDED PLAT 0 I E 94 TH ° w ci a `-' MIAMI SHORES SECTION o.1" y , 50 b. 6450' .. So• ".loo•.,• rn ,$ 1 o- H coo in , P.B.10 PG.70 e 2 Ir(� ala 15 la a 10 9 e 7 n z °'� e THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE W I ¢ v w] I 0- ■ N - OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT Z O7 z ¢ �� 9 ` EXTEND TO ANY UNNAMED PARTY. Z I Q a9 ¢ M I cn \ O? nti 21 zz zON 1.7 I5 t6 1 18 21 z2 zia_ 5 w i 101 v 56•S So •• l_ .� .. SO I Ho H I DO•y t CERTIFY TO: \ Os I nj so b,6 w 93RD MSM REALTY ASSETS,LLC BLOCK I I J, E. m' N.E.93rd STREET 93 zs.co' sm: JUDITH KENNEY&ASSOCIATES,P.A. CORNER �_— — — — — — _ s° m NI i IT n I° 9 0 7 6 ,' " a°q 70 NORTHSTAR MORTGAGE INVESTMENTS,INC. — — — — — Lj °OLO ftEPUBL!C NATIONALTITLE INSURANCE COMPANY206.5'(R&M) 100.00 (R&M) 5'coNc.SWK.FOUND 112"0FOUND 112"0 FOUND 1E �zSURVEYOR'SCSP, IFICATION: IRON PIPE I HEREBY CERTIFY:THKf THIS"BOUIJDAaY SURVEY"AND THE MAP OF IRON PIPE NON PIPE -Z ---n 80.6b,85 50 - - - - - 50 s6g I Ilf SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY (NO I.D.) (NO I.D.) (NO I.D.) ti N' DIRECION AND IS TRUE AND CORRECT TO THE BEST OF MY STAMPED LOCATION MAP T KNOWLLQGE AND BELIEF. ;n CJNC• 22'PARKWAY (NOT TO SCALE) (h M 360=SURVFEYING AND MAPPING LLC FLORIDA CERTIFICATE OF AUTHORIZATION NO.LB 6356 DRIGWAL N.E.4-24-2014 REVISIONS: 93rd STREET '] 360° SURVEYING AND MAPPING, LLC FIELD DATE OSCAR E.B Z-„ S!D�,P.!.s. 1407-0155 75'PUBLIC RIGHT-0F-WAY Land Surveyors-Land Planners JOBNO — — — — 2000 S.W.83rd Court MIAMI,FLORIDA 33155 REGISTE D SURVEYOR AND MAPPER NO.5034 - STATE FLORIDA. 20'ASPHALT PAVEMENT PHONE:(305)265-1002 ' �.�t • • ••• • • • ••f STATE OF FLORIDA PERMIT #: 13-SC-1601705 DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DATE PAID 04/22/2015 ' APPLICATION FOR CONS TRUCjIO4rREP4:T ••' •: :•• FEE PAID: 70.00 °orL :*0 .000 APPLICATION FOR: •°• • •••: :• ••• • RECEIPT #:13-PID-2639758 [ ] New System [g] Existing Systemo n nk •• • (• ] �i 1�. g•T3 •• [ ] Innovative [ J Repair [ ] Abandonment •• :•�•• : • • • • • • • '• ]• '1�mQita� •• [ ] APPLICANT: Raymond Slate(MSM Realty Assets LLC) •• ' • • • ••" •° AGENT: Heysel Hung TELEPHONE: 1 (305)302-1400 MAILING ADDRESS: PO Box 402222 Miami Beach, FL 33140 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S REPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. LOT: 19,20 BLOCK: 22 SUBDIVISION: Miami Shores Sec 1 Amd PLATTED: �--� PROPERTY ID #: 11-3206-013-3020 ZONING: I/M OR EQUIVALENT: [ Y /] N � PROPERTY SIZE: 0.29 ACRES WATER SUPP-L-Y: [ ]PRIVATE [x]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y ^ N � DISTANCE TO SEWER: FT PROPERTY ADDRESS: 131 NE 93 St Miami, FL 33138 �—� DIRECTIONS TO PROPERTY: I-95 N bound, exit 103 St E, towards NE 2 Ave, then turn right up to 93 St, then turn right again, property is on the right hand side address. BUILDING INFORMATION: [g] RESIDENTIAL [ ] COMMERCIAL Type of No. of Building # Persons Total Design Flow Establishment Bedrooms Area Ft Served For This Unit 3 2088 6 300 Other (Specify) ('0101 7N-A [ ] Floor/Equipment Drains \'� <a� [ ] SIGNATURE: �`n Vie D 04/22/2015 DH 4015, 08/09 (Obsoletes previous editions which may not be used taa Incorporated 64E-6.001, FAC \O� , Page 1 of 4