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WS-17-2328 Permit NO. WS-9-17-2328 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NW ' Work Classification:Door Replacement Miami Shores, FL 33138-0000 Per Phone: (305)795-2204 Permit Status:APPROVED FLORIDA Issue Date:9/28/2017 Expiration: 03/27/2018 Project Address Parcel Number Applicant 13 NW 108 Street 1121360110310 Miami Shores, FL 33168-4311 Block: Lot: WILLIAM CRAMER Owner Information Address Phone Cell WILLIAM CRAMER 9225 NE 12 AVE MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 4,946.44 RRC DEVELOPMENT COMPANY (305)598-8761 (786)278-2022 __. Total Sci Feet: 62 Type of Work:REPLACING 3 EXISTING DOORS FOR IMPO Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-9-17-65183 DBPR Fee $2.00 DCA Fee $2.00 09/28/2017 Check#: 13683 $50.00 $ 101.00 Education Surcharge $1.00 09/28/2017 Check#: 13684 $ 101.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $151.00 In consideration of the issuance to me of this permit, I agree to perform the work covered nreunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specificationsAsu mitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agents sIe(vnts, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING nd SW[rIIMING POOL work. // 1 OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate an tha all ork ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to o th Ik d. September 28, 2017 Authorized Signature:Owner / Applicant / Contractor i--Ag t l Date Building Department Copy September 28, 2017 1 �� 1 ��� S �� - �c ,�Z Miami Shores Village -- Building Departments 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 LBY- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 'JI ' BUILDING Master Permit No. W [_4 - 23 PERMIT APPLICATION Sub Permit No. JK BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: Folio/Parcel#: �"Z� —� S ���Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Cons rujc o T�yl e: j Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): W ) � �� �� Phone#Z�R (`� 'Z� Address: )7:?D t- City: state: Tenant/Lessee Name: Phone#: CONTRACTOR:Company Name: Address: �_4n "_z- (\3 vv City: V"ki I- Stater Qualifier Name: sil�� Phone# `z� ��� State Certification or Registration#� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: c^n I City: State: Zip: Value of Work for this Permit:$�"l�'"� Square/Linear Footage of Work: �Z- Type of Work: ❑ ition ❑ Alteration ❑ New Repai /Replace ❑ Demolition r d , Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ 130 - 0) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 1 TOTAL FEE NOW DUE$ U ! ` tD. ;r 4()-)/)A/x/11 n1 . i Bonding Company's Name(if applicable) 1 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. Signatur\o, � Signa OWNER or AGENT CONTRACTOR The foregoing instrument wa a�ck�ngwledged before me this The foregoing instrument was ackno led ed before me this day f - — ��" 20\� by day i�• 20 �1by ��� �'I�vnrh+o is,personally known to b – who is personally known to me or who has produced �►�C �L as me or who has produced �,7-RI` as identification a identification an w p, I a e an lei RODRD IVETTE RODRIGUEZ p,PkyPGB(;�, Oen% Notary Public-Stat NOTARY PUBL ;=a� ��? Notary Public-State of Florida NOTARY PU _ ; .' My Comm.Expires .•: My Comm.Expires May 5,2018 :, + rc Commission # FF 119515 •,,OFF,;°c Commission # FOF Fl ,� ���� Bonded gh Nationa ......" Bonde Through National Notary Assn. Sign: - Sign: Print Print Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk ID—A oanl 0A hm A :11 JL4 I F- 1 E 5 1 A I IZ V1* 111-LUKIIIIIJA DEPARTMENT OF BUSINESS AND PROFESSI[ONAL REGULATION CONSTRUCTION INDUSTRY LOCENSIN BOARD (850) 487-1 119E, 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CHACON, ROBERT R R R C DEVELOPMENT COMPANY 12942 NW 8TH TERRACE MIAMI FL 33182 Corgfatulationsl With this license you become one of the nearly one million Floridians licensed by the Depairtment of Business and t F-IFLt? Professional Regulation. our professionals and businesses range STATE 0 g[PA DEP�W_g—lf AND from architects to yacht brokers,from box"to barbecqje 71ON restaurants,and they keep Florida's economy strong. ULA Every day we work to improve the way we do Wsiness�in order 8jQ412016 to serve you better. For Information about our services, please i,-,)a cnto www.myfloridaticanse.com. There you can find more iDrmation about our divisions and the regulations that impact QHACC)N -RO R-4 ,ou, sub�scnbe to department newsletters and team mcire about R RC DEV9L(J he eoartment5 initiatives. Cs j! m;ssion at the Department is: License Effidently, Regulate a i rly. We constantly strive to serve you benet so that�,ou can -.�C E 48'9.F.i,FIED'uridet the of on IaNe your customers. Thank you for doing bbsiness 0 Florida, � and congratulations On your new ficensel 0 DETACH HERE KEN I-AVVSON,,1;ECPE-1-.A-", RICK SCOTT,GOVERNOR STATE.OF FLORIDA DEPARTMENT OF-611JISINIESS ANE11.11F(OF619SIONAL REGULATION dn coNsTRuo*lNbUSTW LIIQF_fQSIN0.113CYARD ' - The GENERAL CONT-RACTO'k ,,4a,ned below I$ Ct-RTI*FIED J nde i-the pr646ns cit Ctfajiter 4.$9 FS.. Fypir@tioT1'-date:'AU6 31, 201;8. No C,HAC0N,-'RQ3E-FT-R, F, P-N TT R c,bF-V5-[0 M lit tv I I 4z ISSUED: 06M412016 DISPLAY AS REQUiRED BY LAW SEQ# Ll 608040001 Ze& - -- _ JR: 06 3052791324 - - i i I Local Businets Teak Receipt Miami—Dade Couhty, State of Fiorida l -THIS 1S NOT A BILL-DO NOT PAY I t 451$925 LBTI BUSINESS NAM JL0CAT/ON FtECEiRT )- EXPIRES R R C DEVELOPMENT CaMPAf�iS' RIENEWAL SEPTEMBER 30, 2017 12942 NW 8 TER 47177e6 Must be displayed at plbce of busln996 MIAMI F1-33182 Pursuant to County Code Chapter SA-Art.9&10 I I OWNER SEC.TYPE OF 6tit'atN'ess PAYMENT RECEIVED ROBERT R CHACON 196 GENERAL 6U1LL1t G CONTI ACTOR BY TAX Got. woven C.00009564 $75.00 07/18/2015 Worker(s) I CHECK21-16-089898 Tbla Local 8asiness Tan RaceI only canrr=paymad el the tntat ISuside"TIu The Receipt a not a liceate, permit or a eartifiotdion o4lh011 Marsge>dillicatiara.to do huaint$jHalder Logo L-ONply Whb anypowxtnumntal or aoagmunmental ragW*6YY laws Brod mgairerwift which applYo tra btW10-5-m The RECEIPT NU.abaft!Oust be di>plaYlferd on all cor - -i- Lo bktas-UNaml-Ueda Coda Sac tie-27(L Far meta inwMation,vi91t www.miH ld "!%w i RRCD001 OP ID: KM CERTIFICATE OF LIABILITY INSURANCE FD 05/0912 0912/1 01 7 `---� ' 057 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NOANE CT Phillip Lane J.W.Edens&Company PHONE FAX Commercial Ins of Brevard,Inc c o .321-725-7000 ac No:321-725-7856 325 Fifth Avenue,Suite 108 E-MAIL Indialantic,FL 32903 ADDRESS: Phillip Lane INSURERS AFFORDING COVERAGE NAIC# INSURERA:Brid efield Employers Ins. INSURED R R C Development Company INSURERB: 12942 NW 8th Terrace Miami,FL 33182 INSURERC: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL B POLICY NUMBER MM/DD/VLICY EFF MM/DD/YYYY LICY EXP LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $DAMAGE TO REN _ CLAIMS-MADE FIOCCUR PREMISES Ea occum3nee $ MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 1-1 JECTPRO F LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea.dent)_ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION �( PER AND EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 0830-53380 01/31/2017 01/31/2018 E.L.EACH ACCIDENT $ 1,000,00 OFFICERfMEMBEREXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000100 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Robert C. Chacon License #CGC009564 CERTIFICATE HOLDER CANCELLATION VILLMSH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept&Permit Desk& Contractor Licensing AUTHORIZED REPRESENTATIVE Avenue 10050 N.E.2nd Ave ��% ��� twLn-t e� Miami Shores,FL nue ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD I,roperty z:)earcnApplication - Miami-Dade Courty i r : ,d -1 r-M-10-11 MU 1 f : pa ^B1en ouying real estate property,you should not assume that property taxes will remain the same Menever there Is a Change in ownership,the asseasec @ ue IMPORTANT insyreset to full market value.which Could result in higher property taxes Please use our Tax Estimator to approximate your new property taxes MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes.Please vis it the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH- 13 nw 108 st Suite 4 PROPERTY INFORMATION 0 room�� yx 3 Folio:11-2136-011-0310 Sub-Division: R., r MLAMi SHORES EXT NO 7 Property Address 1 i NN108 ST Allam Shores,FL 33168-4310 ° Owner -- - r :� �' , ,'�--`i, �t• r.., yytt RFA011OLDrtJGS LLC Mailing Address .kr 3850 BIRD RC>Y600 MIAMI R 33146IL tl �; PA Primary Zone 1 0900 SGL.FAMILY 1701-1900 SO Primary Land use 0,101 RESIDENTWf.-S7JC'LE FAWILY 1 11MT r Bods/Baths lHaff 212!0 ----_-- - - - Floors 1 C _ .!_ "'Ie e t.lvmg units 1 Actual Area 1722 Sq.Ft s, y. a Living Area 1,363 Sq.Ft Adjusted Area 1,601 Sq.Ft xrir a Lot Size 9,225 Sq.Ft Year Built 1952 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem A ssessrrents PA Addrt onal Online Tools Property Record Cards Fr =e S Property Taxes Report Dscrepancies Report Homestead Fraud Tax Comtarison Tax Estirretor L Value Adjustment Board ASSESSMENT INFORMATION 8 BEIVEFITS INFORMATION Year 2017 2016 2015 Land ValueBenefit Type $198,007 $166,118 $149,707 Budding Value $111,430 $111,430 $706,453 Non-H3mestead Cap Assessment Reduction Note:Pot all benefits are applicable to all Taxable Values(Le County.School 3eao F xtra Feature Value $16,360 $16,360 $0 - -- Market Value $325797 $293908 $256160 FUIt LEGAL DESCRIPTION H http//www.miamidade.gov/propertysearch/#/ vuly C t-fuperTy �,earcn App icauon - Miami-wade County 4sse5scd Value 5323.29E 5293.908 $256,160 DUNNINGS MIAMI SHORES EXT NO FB:i2-33 ` t L01 15 BLK 214 1 LOl SIZE 75 000 X 123 TAXABLE VALUE INFORMATION 8 OR,6625-224512941 2017 2016 2015 CO(23502-0925 06 2005 1 COUNTY f In Anon Value $0 $0 $0 Taxable Value $323.298 $293908 $256.160 SCHOOL BOA RD Exemption Value s0 $0 $0 Taxable Value $325,797 $293908 $256.160 CI IY Exemption Value 50 $0 $o Taxable Value $323,298 $293908 5256.160 RI GIONAL. Exemption Value so $0 s0 Taxable Value $323,298 5293.908 $256.160 SALES INFORMATION 8 Prr.vious Sale Price OR Book-Page OualAicalion Description Previojs ti-e-1 11201, $231 158 294864144 Financial cost or"Ir,Leu of Forclosure`stated .%FLi c - n 042014 S216200 29079-4000 Financial nst or"in Lieu of Forclosure`stated F,:LLE__ 0`18,2010 S115,000 27312.1429 Financial cost or`In Lieu of Forclosure'stated A U__—_Fc:: 'x.'•01:;.X5 $367,000 23502-0925 Sales w hich are qualified 1 2.101:1994 580.000 16625.2245 Sales w hich are quaffed 31,'989 $0 00000-00000 Sales which are disqualified as a result of examnation of the deed 1'1989 $50,000 14200-0258 Sales which are qualified cr more irformat!on about the Department of Revenue's Sales OualRication Codes 2017 2016 2015 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type !,),1 N RAt. R-14.25.R-15 0800-SGL FAMILY-1701-1900 S0 Front R. BUILDING INFORMATION Building Number Sub Area Year Built <ctual Sq.Ft. Living Sq.Ft. :.dj Sc.�-: 1 1 1952 1722 Huilcnc Sketches Available! EXTRA FEATURES Cescnpnon Year Built Umte; ✓eau CBS unrenforced 1961 _ at!o Concrete Slab 1959 421; Pccl 8'res.AVG 3-8'dpth,plan feat 250-649 sf j059 ADDITIONAL INFORMATION e.n`Orn'ation listed below is not derived from the Roperty Appraiser's Office records kis provided for convenience and is dewed from other government agencies I AND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Frnpowerment Zone NONE Enterprise Zone: NONE Urban Development: t4SIDE URBAN DEVELOFMENT BOUNDARY Zoning Code: R15- I-x.sting Land Use- 10-SINGLE-FAMILY,MED.-DENSITY(2-E DWGROSS ACRE) Government Agencies and Community Services http:!/www miamjdade,gov/propertysearch/#/ 1,✓ _ .- r,ropeny 5earcn Application - Miami-Dade County ; BOTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Nzm shores or,J:,CeopnRen;;; Revl•nue Florida Inland Navigation District FA Bulle'm Board rJcn-;�C Va.crer'r sc ,x,Hoarc South Fbrda Water MgnS District Tax Cokctor -�c%9Lce of the Property Appraiser a continually editing and updating the tax roll This website rray not reflect the most current reformation on record The Property Appraiser and Mian).[:ace Cour-v:z - Jc..r Aoree•rrert at htip)www mamdade govhnfo/disclaimer asp o•inaurtnc and suggestions email us at http lhvww mamdade govrFAFortaVcontactco nvcontactFornmain aspx EXEMPTIONS b BENEFITS REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLE.A l l'( PROPERTY Deployed Mlitary 40 Yr Building Appealing your Assessment Address Blocking PropertySeaicdt - Re-Certification D,sa:b.:'tyF_xemptions Assessment Information Change of Name PropertySales - Appealing Your Assessment Search rim-,weed Change of Address Tax Estimator Defective Drywall Exemptions srtuaonai Change of Ownership&Title Tax Cornpanson Folio Numbers Fx;ension Requests S^mprC,urens Decleration ofCondeminium Homestead Exerno'i, a Mortgage Fraud Fit ng Returns Portability More> More> More> More> I/n,e> Horns: Privacy Stateman; Dista imer ALct.:1 IJs ©2014Miarr -DadeCc_r'. d http//www.miamidade.gov/propertysearch/#/ illi, l; I IIlfll IIIli!1111 IIIA Iflfl ilill 1!I!I Illi I!!f CFN 2017RC502781 OR 8K 30672 Pes 4216-4219 (4P9s) RECORDED 08/29/2017 15:05:55 P=ared by and return to: DEED DOC TAX $3094.00 294.00 Rafael A.Perez,Esq. HARVEY RUVINr CLERK, OF COURT MIAMI-DADE COUNTYr FLORIDA McArdle&Perez,P.A. 806 S.Douglas Rd. Suite 625 Coral Gables,FL 33134 305-442-2214 File Number: Read 13 Sale Will Call No.: Parcel Identification No.11-2136-011-0310 (Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM-SECTION 689.02,F.S.) This Indenture made this 21st day of August,2017 between Read Holdings,LLC,a Florida limited liability company whose post office address is 3850 Bird Road,Suite 600,Miami,FL 33146 of the County of Miami-Dade,State of Florida, grantor*,and William Edward Cramer whose post office address is 13 NW 108 Street,Miami,FL 33168 of the County of Miami-Dade,State of Florida,grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted,bargained, and sold to the said grantee, and grantee's heirs and assigns forever,the following described land, situate,lying and being in Miami-Dade County,Florida,to-wit: Lot 15,Block 214,DUNNINGS MIAMI SHORES EXTENSION NO.7,according to the Plat thereof, recorded in Plat Book 52,Page 33,of the Public Records of Miami-Dade County,Florida. and said grantor does hereby fully warrant the title to said land,and will defend the same against lawful claims of all persons whomsoever. ""Grantor"and"Grantee"are used for singular or plural,as context requires. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Signed,scaled and delivered in our presence: Read H dings,LLC,a Florik' 'te bility company cz -� By: '6.-k Witness ame: ws t $ J Malabet,Manager Witnes arae: /.ae ID (Corporate Seal) . R"ID TME SERVICES CO. 1175 N.E. 125th ST, S-512 North Miami, FL 33161 DoubleTimae Book30672/Page4216 CFN#20170502781 Page 1 of 4 State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me this 21st day of August, 2017 by Jose Malabet,Manager of Read Holdings, LLC, a Florida limited liability company, on behalf of the corporation. He U is personally known to me or [X]has produced a driver's license as identification. [Notary Seal] Notary Foblic RAFAEL A.PEREZ r ',: Notary Public•State of Florida Printed Name: z• •e Commission#FF 227981 My Comm.Expires Aug 28,2019 '''•E,4,;;,•�d' Bonded through Nadoeal Notary Assn. My Commission Expires: Warranty Deed(Statutory,Form)-Page 2 DoubleTimee Book30672/Page4217 CFN#20170502781 Page 2 of 4 EXHIBIT A This Instrument Prepared by: Rafael A.Perez,Esq. McArdle,Perez&Franco,P.L. 806 Douglas Road,Suite 625 Coral Gables,Florida 33134 UNANIMOUS WRITTEN CONSENT IN LIEU OF SPECIAL MEETING OF ALL OF THE MEMEBRS AND ALL OF THE MANAGERS OF READ HOLDINGS,LLC The undersigned,being all of the Members and all of the Managers of READ Holdings,LLC, a Florida limited liability company(the "Company"), hereby consent to and adopt the following resolutions pursuant to Sections 605.04073,Florida Statutes: RESOLUTIONS RESOLVED,that the Corporation is authorized and directed to sell to William E. Cramer(the"Purchaser")pursuant to that certain"AS IS"Residential Contract for Sale and Purchase dated as of June 20,2017(the"Contract")for the sale of Lot I5,Block 214,DUNNINGS MIAMI SHORES EXTENSION NO.7, according to the Plat thereof, recorded in Plat Book 52, Page 33, of the Public Records of Miami-Dade County,Florida. Street Address: 13 NW 108 Street,Miami Shores,FL 33168 Folio#: 11-2136-011-0310(the"Property"). FURTHER RESOLVED,that Jose Malabet,as Manager of the Company,is hereby authorized and directed to execute all necessary documents to effectuate the sale of the Property to the Purchaser pursuant to the Contract. All actions previously taken by Jose Malabet and any other officer and/or directors of the Company in furtherance of these resolutions is hereby confirmed and ratified. This written consent is given under Section 605.04073,Florida Statutes,with the same effect as if the action herein had been authorized by unanimous vote of all of the Managers of the Company Page 1 of 2 Book30672/Page4218 CFN#20170502781 Page 3 of 4 OR BK 30672 PG 4219 OAST PAGE at a meeting duly called and held. The undersigned Members and Managers of the Company expressly waive any notice required by the Articles of Organization or Operating Agreement of the Company. Executed this 218'day of August,2017. Managers: ael .Di ,Manag n J e Malabet,Manager Members: 'Iael .Dis4,Member J e Malabet,Member Page 2 of 2 Book30672/Page4219 CFN#20170502781 Page 4 of 4 t K Miami Shores a V ills9 Building Department PI! 10050 N.E.2nd Avenue Miami Shores, Florida 33138 . rrze 10 Tel: (305) 795.2204 aRIDP` Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A <nowledgement: ua i ier/Ow er Signature Date Print Name R.R.C. DEVELOPMENT COMPANY Serving Florida since 1977 R.R.C. Development Company 12942 NW 8'h Terrace Licensed& Insured General Contractor Miami, Florida 33182 CCG 009564 (305) 226-8707 (305) 226-1590 (FAX) znn UST0MER(S) ;DDRESS ��27Z1 c�--Z�lb2 R T AGREEMENT BETWEEN RAUL S RODRIGJEZ THE WINDOWMAN AND EAF - REFERRED TG AS T �NE CC F- j POSED A PROV15M NT TO _ � I► � g 'IVCD TQ T E R HOME AT THE,,ADDRE ON THE F LLO G --HE CONTRACTOR AGREES ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE = CONTRACTOR NOR HIS LABORERS OR SUBCONTRACTORS SHALL BE HELD RESPONSIELE THE OWNERS FOR ANY DAMAGE THAT MAY CAUSED TO THE PROPERTY AS A RESULT OF ---'.'FRSE WEATHER CONDICIONS OR OTHER ABSTACLES BEHOND OUR CONTROL STRUCTURAL MODIFICATIONS TO THE EXCISTING STRUCTURE ARE INCLUDED IN TH!S REEMENT.IT IS IMPORTANT THAT THE OWNER RECONIZE THAT ONCE ANY PHASE OF: -!'CT IS COMPLETED OR MATERIALS ARE IN PLACE THEY ARE NOW THE OWNERS C_�DONS.ABILITY. r-4E OWNER SHALL PROVIDE THE CONTRACTOR'S LABORERS WITH WATER & ELECTRICITY ;'01< -{HE DURACION OF THE PROJECT. "HEIR SHALL BE NO PENALTY FOR FAILURE TO COMPILEE THE PROJECT IN THE PRO.IECT THE RESULT OF ADVERSE WEATHER CONDICIONS. -E FOLLOWING ITEMS ARE NOT INCLUDED IN THIS AGREEMENT AND ARE SOLE RESPONSP3I!-'-' 0 SHE CONTRACTOR SHALL. PROVIDE ALL LABOR AND MATERIALS TO COMPLETE THE INST,,L L�%`'C: T-IE FOLLOWING: ,^ 'SFT i S• y . ODUCT DESCRIPTION: DoTzt7 ^'rr. FOLLOWI ITE S ARE INCLUD IN THI AG EEMENT: TOTAL SUM OF THIS PROJECT IS $ AND SHALL BE PAY AS FOLLO�NS DEPOSIT(N N-REFUNDABLE) UPON ACCEPTANCE OF TH�RF IENT,PA,Y.ABLE TO FOR THE SUM OF _. -HE OWNER(S) SHALL BE RESPONSIBLE FOR CO�PE;NSATING THE CONTRACTOf? FOR ENGINEERING AND SUMMITAL FEES $ I" v uE BALANCE FOR THE SUM F $ Z ' SHALL BE� TQ THE CONTRAC"0�, Ur'Gi, f.�Pi ETION OF THIS PROJECT } �"SO flQL<: .�Sc�1R1�Vrc2 -A.L WORK CARRIES A ONE YEAR SERVICE GUARANTEE(N,DRFEZ EAR & TEAR) IS A R'EEMENT I A EPTED FOR CON ENTS STA OWNER DATE RAUL S ROD G DAT THE WINDOV'JM N FIELD COORDINATOR O'JVNER DATE -E =C__OV NG PARAGRAPHS ARE MANDATORY ON AGREEMEtN i S S2 500 OR lvlCF(:: -rOty":EOVJNER S CONSTRUC-',ON RECOVER" FUND _ "E\- Vii' BE A`1ATABLE TROPA THE FLORIDA HO,,1EC)VVNER S CONSTRUCT ION - v Du LOSE '✓LONE`' ON A PROJECT PERFORMED UNDER CONTRACT NHERE T H�: _-5 =ROES^ SPEC FIE D 'AIOLATION 3 OF FLORIDA LAW BY .A LICENSED CONTRAC�-'�CF _C .=DQV,7 ON ABOUT THE RECOVERY FUND AND FILING A CLAIM.CONTAC T THE FLORIDf- T CA INDUSTP\" ICENSIEIG, BOARD AT THE FOLLOVANG TELEPHONE NUMBET --A-- NSTJ UCTION INDUSTRY LICENSING BOAR[: NORTH MONROE STREET __=HASSEE FL 393994039 --ELEPI=ONE 85(J-Z8-'-i395 CONS-RUCTIC)N LIEN LAW 7NG TO FLORIDA'S CONSTRUTADN LIEN LAW THOSE WHO WORK ON YOUR PROPER_, DE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A, RIGHT -'-C E`U= Y FOR PAYMENT AGAINST "OUR PROPEERTN TE-IS CLAIM IS KNOWN AS ,4 \S-4,2701, LIEN 'F YOUR CONTRACT!-_)R OR SUBCONTRACTOR, FAILS TO PA`' ,CORS SUB-SUBC-ONTRACTORS OR MATERAI_ SUPPPERS THOSE PEOPLE ET 704' MAN' L ITOK T Y3UR DROPEERTY FOR PA VMFN7 EVEN IF YOU ALREADY Pte. E , _ _ 11 P-_-OR N FULL IF `'CU FAIL 10 DAY YOJR CONTRACTOR YOUR CONTRACTOR JEN ON YOUR PROPERTY TH0 MEANS IF A. LIEN AS FILED YOUR PROPERTY CCULD &XAST YOUR NILL -'-O PAY TO PROTECT YOURSELF YOU SHOULD STIPULATE N T'�,` , -ZLTT THAT BEFORE ANY PA.YMEITS IS MADE YOUR :,ONTRACTOR IS REQUIERED T_ -- WTH A WR TTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY T:�: ---,S DED TC4 OU A "NOTICE= TO O\.NNER" FLORIDA COSTRUCTION' LIE=N LAW IS COMPLEX 4-,NE _ : =NCE- T H.AT '­CJ ;ONSUL? /�S r='TTORNE•. . ._CUJED AS DATED BY OWNERAi s Pa«e 4 o l"'!' PROPOSALFOR DOORS REPLACEMENT CUSTOMER BILL CRAMER FROM:RAUL THE VJINDOWMAN 13 NW 108 ST 786-402-6629 MIAMI SHORES,FL R.R.C.DEVELOPMENT,CO 202-210-2962 CGCO09564 MGFT:DORALUM CORP. PRODUCT DESCRIPTION:DORALUM PRODUCTS,SINGLE DOORS SERIES FD100,WHITE ALUMINUM FRAME,TINT GREY 7/16 IMPACT GLASS,FULLVIEW STYLE. 1-SINGLE 341/2 X 83 RH GREY IMP GLASS(FAMILY ROOM)---------------------------------------------------E63.00 1-SINGLE 371/2 X 821/2 LH PRIVATE GREY IMP GLASS(FRONT DOOR)--------------------------------1,003 80 1-SINGLE 371/2 X 821/4 LH PRIVATE GREY IMP GLASS(OFFICE)------------------------------------------1.003.80 SUES-TOTAL $2,940.60 SALES TAX 205.84 INSTX-LATION 1,200.00 TOTAL $4,346.44 MIAMI SHORE VILLAGE PERMIT & ENGINEERING FEE 600.00 TOTAL $4,946.44 HARDWARE NOT INCLUDED(YOU BUY IT,WE INSTALL IT AT NC EXTRA COST) COMPLETE FINISH INSIDE & OUTSIDE(INCLUDING CUTTING DOWN FLOOR TO FLUSH THRESHOLD WITH INTIRIOR TILE FLOOR) REMOVAL OF OLD DOORS & DEBRIES FROM PROPERTY 50% DEPOSIT(NON-REFUNDABLE)WITH SIGN CONTRACT,REMAINING BALANCE DUE UPON COMPLETION INSTALLATION PROJECTED FOR MONDAY,A000ST 28th OF 2017 IF YOU HAVE ANY QUESTIONS,PLEASE CALL ME OR E-MAIL AT RAULTHEWINDOWMANAOL.COM THANK YOU RAUL S RODRIGUEZ • ••• • • • • •• • � a o Io Q � L ` DP Q = C7 /�� Z CC) U w U- Q w O U C) F G L Cr 15 LLLJ CII/ Z i' f . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . Wr d' A' r" al Review Forma 1 Address: ('.nntrnr:tnr-- _ _ /' -- --- �t- Lot:- Block:- 00 *00 OpeningSize .•0 ; ; NOA Design Opening Required Egress Shutter # Location NdA flumbe'r "' 'Presauure rating Pressure Rating Requirement Requirement (Room Nem®) Width Height + Psf - Psf + Psf psf Yes �No/� Yes No ........... I F�llt -tit-=°te•- _._-^ss::c:,�.:_.........�.r-^.ux... .,,.,,..,...w. i r °y �. R) WIVIS ENGINEERING., I.N.C. Kd 85 ' 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CO 014 Robert S. Monsour, P.E. Fl # 1 1 955 / 0006024 _AS_QE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE I ZONE Interior &,Exterior Zones (4&5 -Walls). Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square Feet Height 10 QDD .30. 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 40.4 8.5 37.5 36.7 36.1' 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 *41.1 40 49.4 47.2 45.9 44;9 •A4.2 .6 50 51.8 49.4 48.1 47.1 •-4 6!4 •:-46.7 0 53.7 51.2 49.8 1 48.8 *47.4 Interior Zone (4 Walls) Negative Pressures we-0:6 • 0 -Exposure.0 For the 175 mph Wind Zone CATEGORIC2 o** Effective Wind Area (or, Tri utary Area) irCSq,Aare,Feet :9 bee: Height 10 (Z_20 30 40 ..50' .-'-,$0 • (Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 5_,) -43.8 -4210- ' -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43-.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -'53.4. -52.6 -62.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30-- 40 50 60 (Maximum) -:-1.-40 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50'.4 -48.3 -46.8* -45.6 -44.7. . .-20 -57.2 -53.4., -51.1 -49.5 48.3 47.3 25 -59.8 -55.8 . '-53.4 ..,-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 ^-51.5 40 --66.1 -61.7 -59.1 -57.2 -54.6 . 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57. 0 -71.9 -67.0 -64.2 -62.2 -60.6 .Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is a" but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height i e.j NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.' .. .. . . . .. .. . 000 009 0*0 000 00: • . . . . • • • 00 .. . . . .. •.• ,• . •., . • • • • . • . • 3 X31 � �J 2C� •�3� r M IAM I•DADE MIAMI-DARE COUNTY Eml PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CEPTANCE NOA www.miamidade.eov/economv Doralum Corporation O 7040 N.W. 77 Terra Medley,FL 33166, SCOP This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - 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 matesiaL fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and t$a ANI may.... • immediately revoke, modify, or suspend the use of such product or material within tkeirlurisd¢tipr..RER •• reserves the right to revoke this acceptance, if it is determined by Miami-Dade eegnty ProddCt•Control*0000* Section that this product or material fails to meet the requirements of the applicable bb111114g code. :....: This product is approved as 'the FlorUa•Building• • Code, including the un•icane Zone. ...:: • ... .. ..... DESCRIPTIO : Series 11100"Aluminum Outswing Doors w/wo Sidelites-Imtracl.0 ••• •••••• APPROVAL OCUMENT: Drawing No.W13- rn Swing Ooor w/•• Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farogq Corp., datgd•Ol'30/13 • and revised on 12/11/15, signed and sealed by Javad bearing the Mia?gi;Daoe Coty"Pwduct:" Control Section Revision stamp wice of Acceptance number an e ' ion date by the Mami— Dade County Product Con ection. MISSILE IMPACT G: Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or et_ s whvo reinforcement)in sheet 3_1.See Single sidelite(standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3_1,not to exceed(5)panels w/max 1hvo mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3,.1,shall not exceed=36-7/8". See active panel 4- point locking or active panel dead lock w/manual bolts option in sheet 4. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise 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 o NOA No. 15-0706.03 MIAMI•DADE COUNTY Expiration Date: July 04,2018 ' pproval Date: January 21,2016 P ILotti �, ,� MIAMI-RADE MIAMI—DADS COUNTY,FLORIDA ESIMPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S.W.26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadEgov/economy Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 ADVERTISEMENT(continued) 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 revises NOA#13-0219.07 and consists of page 1,this page 2 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. •••• ...... .... ...... .... . .. ..... ...... .. . ..... .. .. .. . ...... . . . . ...... NOA No.15-0706.03 CMIAMI-�QADECOUNTY Expiration Date: July 04,2018 Approval Date: January 21,2016 `Zu�� Page 2 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets I through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15,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 2017-94 •••••• 5) Cyclic Wind Pressure Loading per FBC,TAS 205,-94 •• 6)Forced Entry Test,.per FBC 2411.3.2.1, and.�US 02—A.:::• ...... along with installation diagram of an outswing doors w/.side.Utes prepared by. Fenestration Testing Laboratory Inc, dated January 14, 201394@9t Repo; Ne�7086: • (FTL-12087), signed and sealed by Marlin D.Brinson,P. E. .... ""' (Submitted under previous NOA#13-0219.07) •• •• •• . .. . . ... .. C. CALCULATIONS 1. Anchor calculations and structural analysis, complyi g ith VBtr-;014,51R edition;•�•• 4. prepared by Al-Farooq Corporation, dated 06/19/15 a d 12/11fr5, gignecrVid Pealed' by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No: 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite©PVB Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for"Saflex Clear and Color Glass Interlayers",expiring on 05/21/16. F. STATEMENTS I. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation,dated 06/20/15, signed and sealed by Java ad,P.E. Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.15-0706.03 Expiration Date: July 04,2018 Approval Date: January 21,2016 E-1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100"Aluminum Outswing Doors w/wo Sidelites -Impact, approved on 07/04/13 and expiring on 07/04/18. 1 2. Test proposal, dated 08/21//12, approved by Jaime D. Gascon,P.E. (Submitted under previous NOA#13-0219.0; . . .... ...... ...... .... ...... .... . .. ..... .. .. .. . ...... . . ....% . .. . ... . . . Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0703.03 Expiration Date: July 04,2018 Approval Date: January 21,2016 E-2 39 75"MAX. \/ a DOOR RAMS WI DOOR FRAME WIDTH (5)ANCHORS {� - r-AT STILES END o I` AT 3"O.C. -_ n 4"MAX. MAX. 4"MAX. HEAD/Sill A HEAD HEAD/SILL r A 0 m 3 CORNERS SILL CORNERS SURFACE APPLIED '-0 Z I' `\� FALSE MUNTINS � N a MAY BE USED a ^ 0 FC II II �� o g DIHO N Q W 7LL IT1 � J 1 / DEAD BOLT u a a / 4'POINT LOCK OPTION w v n LOCK OPTKNI �$ I I J O O a x = O I x \w o SEE SHEET 4 ___ W M- J SEE SHEET 4 I w ,.� x N j __]�__-__ \ Q w• F _R_____ \ii DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Y (SHUTTERS ARE NOT REQUIRED. W {.1 O ---�r--' 0 w SERIES 0 L FRENCH DOOR TY SIDELITES o F APPROVAL APPLIES SINGLE (X) AN UBLE (XX) LEAF DOORS Q ACTNE \I ACTIVE,- 7�'INACTIVE WITH OR WITHOUT SIDE 0.UJ'r I SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. �, 7 7N SEE TABLE1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES U n n a t 1' ON SHEET Si. 8 � 9 MAX. z SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. 8 j Z 28' u 28" HEAD $ SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON D.L. OPG._ D.L. OPG. SILL SHEET 4. I,�3 Q 3 THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION ( O 0,ANCHORS O n 36 7/a` 36 7/8` AT STILE ENO TY TABLE WILL APPLY TO ENTIRE SYSTEM. LEAF WIDTH LEAF WIDTH AT 3'O.C. O THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION TYPICAL ELEVATION REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ( X ) ( XX ) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPER o DOOR OPTIONS E STRUCTUR c$o TABLE I TABLE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 2.1 a a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -6 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF u u SINGLE DOORS (X) DOUBLE()X) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS NOT PART OF THIS APPROVAL. o FRAME LEAF FRAME FRAME LEAF FRAME A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT Ems'(+) Imo'(-) ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. .2. 53.0 1 76' 38-7/8` 98' 65.0•• •�q10 • • • •MASkRIgLS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT NOTE: • • • • • • •C E 11470 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 'y o m S TO BE REVIEWED BY •• • •• jREJUI 1WNTS OF THE FLORIDA BUILDING CODE. BLDG. OFFICIAL PER FBC. AS APPLICABLE. • • • • • • • • • NOTE: Engr.JAVAD AHMAD R o FLUSH BOLTS AND LOCKS MUST BE CML f%ODUCT ktVSM I c ENGAGED TO HEAD AND SILL DURING 4PEtoPERIODS OF HURRICANE WARNING. • �•yy �DOOR LEAF HEIG IE+ME HF� OTH'1 ••• • otoliNOTE: DOOR LEAF WIDTg(X BOORS) SGFR�MEIl - 2.7.50 • •GLASS CAPACITIES ON THIS SHEET ARE DOOR LEAF WIWH (XX•DOOFk$) =•(FRAME WIDTI6 -•2.360"W2IR drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT►= FRAM!•HEIGHT&- 912.200"• • • • • AND FLORIDA BUILDING COMMISSION D.L.O. WIDTHW(*tOORf) = FRAME•WIDTHO 11.625"0 W13-03 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME MOTH - 20")/2 sheet 1 of 10 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (6) ANCHORS (5)ANCHORS AT DOOR 1111111011 AT I STILES END FRAME HEAD 201 1/4" AT 3"O.C. n Z p 3 41 3/4" 76" 41 3/4" 41 3/4" Z w SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (4)ANCHORS—AT NCHORSAT ME HEAD MULLION Q FRAME HEAD 4" MAX. 3" 3 " 3" 6" 0 OJ HEAD SILL IIS T'P. TVP' TYP. a N CORNERS F A �--�-- F' 4` 0tVR X00 0 d O G N 0N Fr wZ° ry SURFACE APPLIED (L i - FALSE MU J O$_ MAY RE USEDSED Q w m I � I J IL 1 io ao= h O O \0 -----II w I m a0 p Q Ilm O p• p 11 H m w W 4 \ / N \ \ Z h 3 N 0 \ 1( I N¢Z i a LA i 11 1,11 — 7 K 111 v N I Z ACT NE����ly �.INACTNE - _ SI O 1 161 1 11 `, , W Opa N N 0 n e - -- M_ HEAL o SILL u 38 5/8" OR 28" 38 1/4" 38 1/2" D.L.OPG. AT)S7ILEANCHEND O.L.OPC. O.l. OPG. D.L OPG. (4) $If 8 AT 3"O.C. o c a ANCHORS (4)ANCHORS HI-PROFILE SIDELITE AT DOOR MULLION LOW-PROFILE SIDELITE �AT SIDELITE MULLION TOP& BOTTOM FRAME FRAME SILL TOP& BOTTOM FRAME FRAME SILL h g�3 g TYPICAL ELEVATION o 1= ( OXXOO ) NOTES: I (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) 1. DOORS ARE VIEWED FROM OUTSIDE. c m i• o•• • • • i • 2A TRENCH DOORS WITHOUT INSECT SCREENS. 4 e �SIDELITE OPTIONS • • • • • • • • • • •• • • • • ••• i 0 Engr.JAVAD AHMAD ry10flUCTµ�uAeDFlows c I o CIVILnaomWY1�L i GLASS D.L.O. DIMS. FIA.PE 10592Code CIA 38 00dill Mo �a' 1 c \ a D.L.O. HEIGHT (HIGH PRQF SIDELRQ = WK HEIGHT14375" y 2.1 >; c D.L.O. WIDTH (LOW �RO I SIDELITIQ q FRAMFOWIDTH;*4.50': • o" o D.L.O. WIDTH (SIDELSE) -*FRAME WIDTI•— 11875" i• • t �._J/� O D.L.O. HEIGHT (D.08R) _ NME•HEIG11T•—32.VO-* drawing no. D.L.O. WIDTH (X"QRS) v FRAME WOTH — 61.625" • . W13-03 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 20")/2 , sheet Q of 10 • • • • • • • • • • • •• •• • • • •• •• TABLE 3 42 3/4" 42 3/4" DESIGN LOAD CAPACITY - PSF FRAME WIDTH FRAME WIDTH A! STATIONARY 4"MAX' 4" MAX. �Y FRAM£ FRAME HERO SILL HEAD/SILL m PANEL (0) / F� FZ n 3.- W IDTH HEIGHT CORNERS CORNERS m J INCHES INCHES EXT.(+) INT.(-) Q to n a 41 3/4 65.0 80.0 W f � a 42 64.6 79.5 p o 0 45 82 1/2 60.3 74.2 O N xm U 48 56.5 69.6 C W d 41 3/4 65.0 80.0 1I0, N m n 42 64.6 79.5 H H V 19 45 84 60.3 74.2 O o O Q g om 48 56.5 69.6 / i 0 R am 41 3/4 65.0 80.0 p MMd 42 90 64.6 79.5 15: w LL F 45 60.3 74.2 41 Z 2 0 Y ^ 0 Cp�p 3/4 96 65.0 80.0 m n m w n J J 2 W Q L{ 42 3/4 64.6 79.5 41 3/4 98 65.0 -80.0 -� 42 3/4 63.5 78.1 A-5 Q �ZQ m Z M 0w 11 aw�'D � m IT" 11" mw z!U n„MI i G� MAX. z HEAD HEAD 3- m SILL SILL J Z 38 1/4" 38 1/4- 7 o O.L. OPG. D.L.OPG. 0 O HIGH PROFILE SIDELITE LOW PROFILE SIDELITE -� o o o E o rc FRAME WIDTH TYPICAL ELEVATIONS ( 0 ) NOTE: •• ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE ' e •• BASED ON ASTM E1300-09 (3 SEC. GUSTS). m , En9r.JAVADAHMAD o CIVIL f'k0000TkF'VIbED i FLA.PE i 70592 u mgyblk.Mkh Hr pmdu I CAN.3538 BotdhkCode .. • 0:9• • ••• •• • le«pn.«7M s.�Tov.vl 9R • • • • • • • LXMrWM Dim -7 lery X • • • • • t • • • • ry� drawing no. • •• • • • • • • • • ••• • • • • • 716 atr.r W13-03 sheet 3 of 10� ••• • • • • ••• • • • •• •• • • • •• •• TATI 4 39 5/8" 39 5/8" 39 5/8" 39 5/8' 39 5/8" MAX SIDELITE SIDELITE MAX. SIDELITE MAX. SIDELITE SIDELITE MAX. SIDELITE MAX. MULLION/SIDELITE DESIGN LOAD CAPACITY - YSF DOOR WIDTH WIDTH DOOR WIDTH DOOR WIDTH WIDTH DOOR MOTH DOOR A!! a SIDELITE DOOR SIDELITE TO SIDELITE SIDELITE TO DOOR FRAME W. FRAME W. FRAM W. FRAME W. FRAME W. FRAME FRAME SIDELITE _W/0 REINF. WITH REINF. W/O RF,INF. WITH REINF. HEIGHT WIDTH WIDTH 0 F- INCHES INCHES INCHES EX-T.(+) INT.(-)EXT.(+) INT.(-)EXT.(+) INT.(-)EXT.(+) INT.(-) 24 65.0 80.0 65.0 80.0 65.0 80.0 650 80.0 30 65.0 80.0 65.0 80.0 55.0 80.0 65.0 60.0 36 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 0 , / _ C7 82 1/2 376'(XX) / X)41-3/4 65.0 80.0 65.0 80.0 65.0 60.0 65.0 80.0 m \ 3 - - \ iJ \ 1 /K H \ /� _ O 42 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 \ \ \ \ 0 8 N� 45 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 '\ G 0' \\ \\ \\ // V p a 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 a C K °o 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 - - 0 R o C H (XID ( 0X0) (XOO) 0 a Fx 30 65.0 80.0 65.0 80.0 65.0 00.0 65.0 80.0 ) ) (XOX) V�N O (OX (OOX �w j LL � 36 65.0 80.0 65.0 80.0 65.0 50.0 65.0 80.0 Q 6T_c 39 5/8"(X) --'-' --' SIDEUTE 76"MAX. SIDELITE 76" MAX. SIDELITE SIDELITE SIDELRE 76"MAX. LL Z 84 41-3/4 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 O E 76'(XX) --- WIDTH DOOR FRAME W. WIDTH DGOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. J LI'o Q J 42 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 w M E F 45 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 H G 24 65.0 80.0 65.0 80.0 65.0 00.0 65.0 80.0 J JO 65.0 80.0 65.0 80.0 65.0 00.0 65.0 80.0 w 90 39 5/8"(X) 36 65.0 78.1 65.0 80.0 65.0 80.0 65.0 80.0 •i •i •� "!i •� •� •� •� 5 m 76'(XX) 41-3/4 65.0 69.0 65.0 80.0 65.0 79.5 65.0 80.0 m 4a \ E / \ ,E / E \ E / 55 42 64.6 68.6 64.6 79.5 64.6 78.6 64.6 79.5 \ / 0 \ / K \ / Z o 45 BO.J 64.9 60.3 74.2 60.3 74.2 60.3 74.2 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 30 65.0 75.3 65.0 80.0 65.0 1 74.0 1 65.0 80.0 -- - _ _ i O 39 5/8'(X) w 96 36 63.8 63.8 65.0 80.0 65.0 68.8 65.0 80.0 (OX% )) (OXXO ) SIDELITE__ (XX00 STILE END -~ 76'(XX) - (XXO) MULLION ANCHOR (OOXX; ANCHOR O n r7 n 41-3/4 56.2 56.2 65.0 79.7 65.0 64.7 65.0 80.0 SEE SHEET 2 SEE SHEET 1 O M y 42 55.9 55.9 64.6 79.3 64.6 64.5 64.6 79.5 m 3 J SIDELITE 76"MAX. SIDELRm E SIDELITE Z N 24 65.0 80.0 65.0 80.0 65.0 75.5 65.0 80.0 S WIDTH DOOR FRAME W. WIDTH WIDTH J o 95/8"(X) 30 65.0 70.6 65.0 80.0 65.0 69.5 65.0 80.0 W o 88 76'(XX) 36 59.9 59.9 65.0 80.0 64.6 64.6 65.0 80.0 g O O E J 41-3/4 52.6 52.6 65.0 74.7 60.7 60.7 65.0 80.0 INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. w G 2. SELECTS IDEUTE AND SIDELITE MULLION CAPACITY FROM m \ E TABLE 4. 3, LOWER VALUES FROM STEPS I OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX.DESIGN LOAD FROM SHEET 4. $ (OX%oo)MAX 5 PANELS (OOxxO) t2 9 NOTE: c v' REINFORCING REINFORCING• ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE 2 .9 AS REDD, AS REOD. • • • • • • • • g O of SEE CHART Oj O SEE CHART rY •• • • • • • BASED ON ASTM E1300-09 SEC. GUSTS) u m • Vt•1. • • = • :•: •• AND FLORIDA BUILDING COMMISSION (--� DECLARATORY STATEMENT DCA05-DEC-219 T /I 1 Engr:JAVGMLAHMAD fRUOUCT RY.VISFD R a FU.PE 70592 �toelplylej�xll�he Flaelb 0 CAN. 538 ReWIaR Code I L- 1 •• •• • 44a.ph.aa Na 15-u101O.0 e � S • • • • • • • • Ei/Inlioa Date '1 i.t g � .� 39 5/8"(X) • .4 3.5,( (X} •• • • O SIDELITE WIDTH SIOELITE WIDTH 76"(XX) SIDELITE WIDTH • • 7i(XX} • • • • • ' Q16 M{ed dCwMW drOwing no. DOOR FRAME WIDTH • DOO E Q • • • • 1 SIDELITE TO SIDELITE WITH DOORS SIDELITE TO DOOR W13-O3 sheet 3.lof 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTIOn'S; J11 A TIV AF: ACTNE LEAF: HINGES: �� o SURFACE MOUNT DEAD BOLT LOC 4 POINT LOCK SYSTEM BY 'INTERLOCK'AT 38-3/4" 3-1/2" X 7-5/8"X .122" THK. FXTRUDEO ALUM HINGE AT 44-3/4" FROM BOTTOM, KEY OP TED ON FROM BOTTOM PART IFD-107 BY SULLIVAN& ASSOC. Z ; EXTERIOR AND THUMB TURN ON INTER! HANDLE ACTIVATES DEAD BOLT AND SHOOT 8005 3 HINGES PER LEAF O FASTENED TO ACTIVE LEAF LOCK STILE W ENGAGING AT HEAD AND SILL W (2) I10-32 X 2"OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN (2) I8-32 X 1/2" FH MS INTERIOR (SPACING NOT TO EXCEED 40"O.C.) 4 LEVER TYPE METALLIC HANDLE AT 38-3/4"FR HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH I10 X 1"FH SMS O p 0 BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE (2) I8-32 X 2"OH MS (5) SCREWS AT HINGE STILE Q I WITH (2) I8-32 X 1-1/4"PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (6) SCREWS AT FRAME JAMB GG.� AND (2) N8-32 X 1/2"FH MS (2) I12-24 X 1/4"FH MS CONCEALED FLUSH BOLTS BY'REGENT' Q H ti MANUALLY OPERATED LEVERS MOUNTED ON STILE F INACTIVE LEAF: VIW9 LOCATED AT 11-1/2"AND 87-1/2"FROM BOTTOM a C W.FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' Q a.p 0 p8-32 X 1/2" FH MS (2) SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON Q QI ¢ INSIDE FACE OF STILE LOCATED AT N N p INACTNE LEAF 11-1/2"AND 87-1/2" FROM BOTTOM z r FASTENED TO LOCK STILE WITH Q N a o CONCEALED FLUSH BOLTS BY'REGENT' Q8-32 X 1/2"FH TC MS (2) SCREWS PER BOLT J zU, 0 Q UALLY OPERATED LEVERS MOUNTED ON IN FACE OF LEAF STILE LOCATED AT Q IZM dMi 2 11-1 0 87-1/2" FROM BOTTOM FASTENEDOCK STILE WITH I8-32 X 1/2' 2) PER BO � r 8` 76" 39 5/8" 76" 02 3 Z M / / \ 6H / I / I \• QN F-W `• Is Cin U1n AcrNE\ ACTIVE \ NACT VE ACT YE \ ACTME\ ;/wAcrnE t2 i a g o0� 3/16'HEAT STREN.0 CLASS 3/18"NEAT S 6'D CLASS 3/16"HEAT STREN'D CLASS $6 0 \ c e iE .090"Interloyer 090"Interloyer 090" Interlayer 0 B Saflex Clear And Color loss DuPont Bulacite PV8 DuPont SentryGlas By'Eastman Chemical By'Kuroray America, Inc.' By 'Kuroray America, Inc.' verge 3/16"NEAT STIR 'D GLASS 3/16'HEAT STREN'D GLASS 3/I6"HEAT STREN'D GLASS SILICONE SILICONE SILICONE GE 2800 GE 2800 GE 2800 SILICON SILICONE SILICONE Z o 0 z CE 281 • ••• • • • • • •• z� �u CE 280 � � GE 2800 � � • • • • • • • • • � m .�o<m ut N y •• • •• • • • • •• 47 ] 'i \ g \ • • • 13 • • p Engr:JAVAD AHMAO I'MODUCT kRVWRD I 1 1 I 11 O I I 1 CML — I FLA PEI 20592 •eldlpyie�wN•Ae MnMs o < 1 I I 1 I 1 t:A.N. 538 laCede I o r Q r p r AecepYate Ns Co a4.a3 19 19 19 r • ••• • • • ••r • Cspintbe Oti1e 71y Iv J' g -J ' ' ' • • • • • MT 1/0 POINTS ON UTES 0 GLASS TYPE 'G1' LASS TYPE 'G2' GLA TYPE '�3' • • • • • WIEERMIHM 36'ONLY Z01s n•d.d drawing no. *00 %A 111x•bETAIL AT S@ELITE W1 3-03 GLAZING OPTIONS sheet 4 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ED IBY OR 2BYU o l ANCHORS ODD BOOK o EDGE DIST. FOR SPA TIONS � \ NOT SHEET 1 I � METAL � mj 1/2"MIN CONCRETI°. _ EDGED o� EDGE DIST.THROW BOLT Z�Uc,URE ° ° Z m J PENETRATION CONCRETE \ O Z QF W ¢a 0 0 0 N s U J mx w v g ow w \N C Ci bM o V O uT m TYPICAL ANCHORS O ANCHORS TYPICAL ANCHORS of R M o SEE SEE EIESPACING SEE ELEVATIONS --------------- of 0.G Q . 22 f6 FOR SPACING FOR SPACING FOR SPACING ��----ADE COUNTY O I r1 1 I I I I MWMI-OAOE COUNTY APPROVED'j O.3 ti¢ ryryry CLIPPED MULLION �I �,yYII yy��O.J I { i SEE SEPARATE NOA o L j1 I II II Z WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z e I AND TRANSFER THEM TO THE BUILDING STRUCTURE. d P — W i TYPICAL ANCHORS w m 41TYPICATYPICALSEE ELEv. SEE ELEVATIONSR FOR SPACING i' QLA, ULT869ON Z n 3 i INTO WOOD STRUCTURES w = a a 2" O 4 w O THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR MASONRY w o a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O^M i H 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 J m a 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ' p= 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 0 a0 0� J 1/4" DIA. TEKS OR SELF DRILLfNG SCREWS (GRADE 5 CRS) r-----� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 4 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 'o *rl (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `off a II II TYPICAL EDGE DISTANCE u g II n INTO CONCRETE AND MASONRY = 2-1/2" MIN. ° a it II INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. h N n W%qp AT 41VD CR dAMBS•SG -0 0.96 MI*• 2 5 I i 22 CIN ONCRETE AN HD,•SILN 0f►JAMBS•f'e0- 3000 PSI MIN. > 8 g I 5 ' t 0 HOLL1`4LC£II VC A1:Jh*S l'W - 2000 PSI MIN. !� N • • • • • • f1tVCHOfJS•yAY• •Bi•HEX DR• Fr4T•iE/Ipf E,qr.JAVAo AHMAD YHODUCF kyy� ]�2 CMlMOPW-s wkh eft WEEP SL TS ...,_rr41N,A.PE 92 Bddhn CodeRMMf •- OPTIO ::::CONCRETE: "a *nvpl��re H•S1 .. ' o. _ :;. • ••• • ••• •• • Etplrnloo Due s •EDGE DIST. I TYPICAL ANCHOR • • • • • •• • • 2016 '�K SEE ELEVATIONS • • - • • • • • • • L U 1/2"MIN. FOR SPACING • •• • • • • • • • • •I nof�9f P,99I1I111 Browing no. THROW BOLT ••• • • • PENETRATION D00 ETAILS W13-03 sheet 5 of 10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 'UJ 0 �\ Y OR 23Y 1/ ice'(�� D W BUCKS SHIM LOAD BEARIN SEE ET 1 Z J f 2 SHIM 0 9 z TYPICAL ANCHORS i I 'C RETE f W i SEE ELEV. ACTIVE LEAF I OR CK Q y 6 FOR SPACING =1 r- O. o 0 A n ' '! 1/4" O W N 1 0 A 22 10 tl 4.Zj�Iuu Q:O C _ 4 I 0 t R W w _ —_---_-_ LQ TYPICAL ANCHOR _ __ _- _ _ �O' •, A SEE ELEV, 0 0 ` w FOR SPACING 0 Al t0: moW ' Q W CA CA 7 EXTERIOR LL 0:Z Z O E 7 .I a W:5J t t D.L.OPG. a Q W ME METAL STRUCTURE 36 7/8•MAX. LO ONS c LEAF WIDTH SEE SHE -� y T 39 5/8• MAX. DOOR FRAME WIDTH 4 N 3 Z n Ow 3/8•MAX. g Q 3/8• IM MAX. LOAD BEMING K O w,o N LOAD BEARING._ © EO ~'D N SHIM..: 2 L. OPTIONS XNSHE OU SEE SHEET 4 1 TYPICAL ANCHORS' mm �3N SEE ELEV. . ACTIVE LEAF INACTIVE LEAF -j z FOR SPACING: -� r— IN O n n 1 a O�f 18 P a/s- j3LOCKW-�m4KE: - ��r (j 0. TYPICAL ANCHORS -o a 7 a 22 8 SEE ELEV. u 11 O.L. OPG. D.L.OPG. FOR SPACING 36 7/8•MAX. LEAF WIDTH EXTERIOR m? •• • • • • • •• H »• MAX.00: • • • • • • • '> c I DOOR AME WIDTH .m u •• ••• •• • • • •• En9r.JAVAD AHMAD e o pyiL rITUOUCT NY.V1blfD FIA.PE/70592 re.op171s�•wN\dM Plwldt o n CA.N.3536 •.NI.g Cade • •.• • ••• •• s *wep..eelT. S-0904.-1 " $ • • • • • • i+w*IN+•+• la1 .. N Ol6 ijl..r • • • • • • • • • • drawing no. • • • • • . 00* • • ••• . • DOOR DETAILS W13-03 c sheet 6 of 10 TYPICAL ANCHORS 15Y OR 2BY (� a SEE ELEVATIONS .EDGE DIST. WOOD BUCK V _ EDGE 01ST. FOR SPACING a.. SEE NOTE SHEET 1 o o CONCRETE.^ m 3 CONCRETE 0 F Z w ¢ IL Q IL a U U o O N U a a fV F F a ^s I 6 nx GG'w� u II fn I. 1 ut o to m 8 22 10 13 'I''i 18 0 4 0 0 rl 14 n : I o ISIAd y it #10 X 1/2' I Q W y LL p l THREAD CUTTINGzog I MACHINE SCREWS I .I 6"FROM ZMa E I Q w 0 f r I EACH END I &AT MIDSPAN O 28 W TYP. HEAD/SILL II I 3/8" MAX � i l l LOAD BEARING O O a 13 76A SHIM- 1/4" MA7L,.. 2 13 3 Z n SHIM WITH METAL Q PC p -� it-- �I0 w o I. 1 11 ~w N x o Wo V n n v ` w F o ko SG P1/4' -- --- --------- II o m W (� ECOCK II 3 m o J Z n N 2'. O-.. C NCe 11 lL__ r w t t3 '� 16A 13 EXTERIOR 36 7/8" _ D.L. OPG. MAX. LEAF WIDTH II u n 39 5/8'(X DOOR) $ o y ° SIDEUTE WIDTH 76"(XX DOOR) 0 6«E tl ' MAX. DOOR FRAME WIDTH I U FRAME WIDTH II II TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 ^ N d d � 22 M 13 ••• • • • • • •• °° 28 A �''I • • •• • • • • • OOam 4 1 1 • i • • • • • • • = x Engr.JAVAD AHMAD LiCa Y1tDUUCT h1:VMIPJD ,1 ° HI-PROFILE u! LOW PROFILE '.r CPAL MnoPlrb6'wilb Bre Fled& SIDEUTE S10ELRE YYN gh ;C.JA.N. a 2 14 Code kft""—W K-0 O. .... ..._ n!s . . • •• •• - vapiml..._ _._... .._ • • Ia Dee � o�F• •a. ° .. ('ON&RETE .' • •EDGE DIST. TYPICAL ANCHORS EDGE DIST. • •TYPIC]ANCHORS•SEE OR SPACING FOR SPACINCNS SIDELITE DETAILS W13-03 SIDEUTE ct_DEL1E sheet 7 of�p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 • ITEM Q PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - p 2 T-51494 2/DOOR FRAME JAMB 6063-T6 n_ 3 T-51503 1/LEAF DOOR TOP RML 6061-T6 - Z r 3 4 T-51492 1/LEAF DDDR BOTTOM RML 6061-T6 - C 5 T-11502 2/LEAF WEATHERSTRIP ADAPTER 6063-T6 - Q f N a 6 SW-28898 1/DOOR THRESHOLD 6063-T6 - 9L a o 7 T-51520 1/LEAF HINGE STILE 6063-T6 - 0 60mm e T-51496 1/LEAF LOCK STILE - 63-T6 - 9 T-11500 AS REQD. SIDEUTE SUP ON JAMB 6063-T6 - 0 8 N 10 T-11501 1/CORNER ASSEMBLY STIFFENER 6063-T6 11 FD-107 3/LEAF BUTT HINGES(.122-THK.) ALUMINUM SULLMAN&ASSOC. C to g 13 T-11499 AS REQD. SIDEUTE GLAZING BEAD 6063-T6_ - 0 0.0 14 T-51504 AS REQD. SIDEUTE BASE ADAPTER 6063-T5 - O 15 - AS REQD. SIDEUTE REINF.CHANNEL 3003-H14 - z LL 92:N= 16 T-11498 AS REQD. SCREW CAP(OPTIONAL) 6063-T5 - J O m Q mo 16A - AS REQD. SCREW CAP(OPTIONAL) 6063-T5 - Q W ONi F 17 - 2/LEAF 3/8'X 16 THREADED ROD STEEL 18 - 2/LEAF 3/8'X 16 NUT 19 _- AS REQD. PVC INSERT - y 20 - AS RECD. ULTRAFAB - - a _22 PW-101 AS REQD. BULB WEATHERSTRIPPING VINYL 23 PB-8400 AS REQD. PILE WITH INTEGRAL FIN W'STRIPPING - SCHLEGELus c1 m 24 5025 AS REDO. FLUSH BOLTS DELTA IND. Z 25 CP-8111 -_ENTRY LOCKSET KWIKSET g F Q 26 /8 X 1- 4/CORNER ASSEMBLY SCREWS, FH SELF DRILLING AT ALL FRAME JOINTS a' 27 e6 X 2-1/2" 3/CORNER ASSEMBLY SCREWS, PH SMS - p X lLI 28 /8 X 1-1/2' 2/CORNER SIDEUTE ASSEMBLY SCREWS, FH SELF DRILLING - CL 29 - AS RE00. ISMING BLOCKS EPDM DUROMETER 8015 SHORE A m 0 7Z u p y o v SEANTS: o AL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL O METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. a � si o Cn)-� •• 00: •• • • • • • •• O O o ti • • •• • • • • • Y O m AtODUCT krVtYn Enyr.JACMLµ� rr•plTi t�H"Ie flanlb n Boldial cd. FLA.PE./70592 40'"U..N.%S' OM.O o n CA.N. SB elpirldom ow • •• • • • • • • • • A drowing no. ' ' W13-03 sheet 8 of 1 p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • {�--4.000.078 1.445 ,686 + 2.125 �� r 1.500 .3775 .8A38 .746 Z m J 2.2 51F-- 'r -�. 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