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WS-13-0668I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P- 188575 Permit Number: WS- 4- 13-668 Inspection Date: February 20, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: FOSTER, TIMOTHY Work Classification: Shutters Job Address: 83 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132060131440 Contractor: SUN EAGLE GENERAL CONTRACTOR CORP Phone: (305)741 -3847 Buildina Department Comments ACCORDION SHUTTERS 13 Infractio Passed Comments INSPECTOR COMMENTS True 04/04/2013 -NEEDS APROVAL FROM VILLAGE CLERK FIRST. HISTORICAL PROPERTY. CLERK TO ADVISE. As 04/17/2013 - approved to submitt for historic property. Passed Inspector Comments Failed El 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 20, 2014 Page 1 of 1 A-10 64 �� 4)�tso�� Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: WELDING FEB 0 S 2014 FBC 20 Permit No. PV & —Q 13 K!!C Master Permit No. ROOFING JOB ADDRESS: 63 AI E /00 T r f T,-7, City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 64•*aM4A! OWNER: Name (Fee Simple Titleholder): 'Two 2ir� 9'' , 5 r&a— Phone #: 7e& Address: F3 A4 City: 46 A64 State: Tenant/Lessee ame: Email: CONTRACTOR: Company Name: - C_O-V Phone#: ?Sr 317C • a 3 +4 Address: A2 a� -3 gy � & 'q Y° city: 1-1 / Aevt 1 State L/ Zip: Qualifier Name: _A/)/ C 0 as AA 1 ! _ Phone# /36 State Certi cation or Registration #: C j�: �. Certificate of Competency #: ontact Phone#• Email Address: /I D : Architect/Engineer: KA A-A, 2 i 1A f. _ i � i I'�t raj ' 1 rl�� Phone #: 0 � Value of Work for this Permit: $ 4 00 Q Square/Linear Footage of Work: M . Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition D ptton of Work: i Q Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name ,fi�ipplicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 67�1 /�' Owner or Agent The foregoing instrument was acknowledged before me this day of 11 , 20 N, by (A OL4 C eN I a 01g -X ho is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print` U ®�1 Ca 1. ' 1 �4`1 t,.+1 el My Commission Expires: Atilt S� /q(ZI'7 DOW AS RAYLUPI LL, *W, * MY COWISSION 1 FF 043420 APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 V by �f &O.1' M 010 (), who is personally &Own to me or who has produced ULI' �� as identific on d who did take an oath. Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) , :x Zoning Clerk 04/25/2013 13:05 3055135722 COLLISION COMPANY PAGE 01/01 CERTIFICATE OF LIAEILIW INSURANCE DATE(MMIDONY) PRODUCER Awurate 04125/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 8300 West Flegler Suite 114 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Miami, FL 33144 HOLDER. THIS CERTIFICATE: DOES NOT AMEND, EXTEND OR Phone (305)226.8727 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Fax (S)2?.6.8767 INSURERS AFFORDING COVERAGE NAIL # INSURED Sun Eagle General Contractor Corp INSURERA: American Builders Insurance Company 12300 SW 130 Street INSURER B: Suite IDS INSURER Miami, FI 33186 INSURER D: INSURER E: COVERAGES INSURER R THE POLICIES Or: INSURANCE 41STED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITN RESPECT TO WHICH THIS CERTIFICA -M MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONOrTIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TNGR ADD'L UP INSRD TYPE OF INSURANCE POLICY NUMBER G Errs � AJ ���nN GENERAL LIABILITY p� L1NflT6 COMMERCIAL GENERAL LIABILITY CIBA00478787.01 03/28/1$ A l_'I ; CLAIMS MADE. OCCUR .1 - I...J l :i GGN'LA©GREGATC LIMIT APPLIES PER: ;e POLICY !"1 PROJECT `1 LOC AUTOMOBILE UAanjw ANY AUTO ❑ ALL OWNED AUTOS Li rI SCHEDULEDAUTOS L HIRED AUTOS F-1 NON OWNED AUTOS 3 n GARAGE LIABILITY - -_a ANY AUTO EXC58201BROLLA LIABIUTY CJ OCCUR CLAIMS MADE i u DEDUCTIBLE I. J RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? YES If yes, aescabo under SPECIAL PROVISIONS below OTHER EACH OCCURRENCE 1,000,000 REppIS���EN u03/26/14 PMMS(a rr"Ce) IOD,000 MED EXP (Anyone pamon) 5.000 PERSONAL 8 AOV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 PRODUCTS - COMP/OP AOG 11000.000 COMBINED SINGLE LIMIT (Es acoklnrnt) BODILY INJURY (Par person) BODILY INJURY (Per veddent) PROPERTY DAMAGE (PW Occident) AUTO ONLY • EA ACCIDENT OTHER THAN EA ACC AUTO ONLY, AGG MACH OCCURRENCE AGGREGATE ` TORY T I-TMn`S n ERN• E.L. EACH ACCIDENT E.L. DISEASE • EA EMPLOYgE E-t„ DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VBHICL8S / EXCLUSIONS ADDEO BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER Vilag® of Miami Shores 10050 NB 2 Ave Miami Shores, PI 33138 305756 -8972 ACORD 25 (3001108) QF CANCELLATION SF)OULD ANY OF THE ANIC" DESCRIBED POLIC198 BE CANCELLED BEFORE THIS EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRI j s NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ALIT FAILRMrItt 30 SHALL IMPOSE NO OIBLI13ATION OR LIABILITY OF ANY KIND UPON ITS AGENTS OR REPRESENTATIVES. AUTHORIZED R[PR Lucia Estrella V ACORD CORPORATION 1888 JEFF ATWATER CHIEF FINANCIAL OFFICER t STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 2/27/2013 PERSON: CASTILLO FEIN: 262433001 BUSINESS NAME AND ADDRESS: SUN EAGLE GENERAL CONTF 12300 SW 130 ST 105 MIAMI EXPIRATION DATE: 2/27/2015 YAMIL FL 33186 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt ... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S.; Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850)413 -1609 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION /l FBC 20 Permit Nows Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: .. IUe ✓ A4 f "f City: Miami Shores County: Miami Dade Zip: 3 5Z Folio/Parcel #: /I _320 15/�10 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): C 14E R (W (f 14�f'1�t��� Phone #: _I� Address: !e ? -57— City: i &n4 State: �� Zip: J.:3,1 202 TenanVI,essee Name: Email: CONTRACTOR: Company Name: Address: 123 00 -15ZJ City: �ICG Qualifier Name: .X14 4��"M40'11''Phone #: Sof7X —3YR Phone #• J��� 3'07 State Certification" orr�Registration #: <f e1& !� °� g B Certificate of Compe Contact Ph one #: JO��V 3P�7 Email Address: �"� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit:, $ �6®®o Square/Linear Footage of Work: Type of Work: ❑Addition ; _ QAlteration JRNew ORepair/Replace ODemolition G� Description of Work: > 1AA1 699 1 5 \N H1 Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ �L.J�J' •�J 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. 0) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 roust 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 yy� rte, Signature 4wner or Agent a Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged `before me this day of , 20 , by Cy1'2i�j I l.►'1Q.Q lnday of are , 201 , by z Cl i 1 Cqs° i Ito , who is personally known to me or who has produced whoonall own o me or who has produced L C— As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: TARY PUBLIC: 1,;Mwooll S. BllaAML MY COMMISSION # DD 976361 EXPIRES: April 26, 2014 Sign: 6orWed Tluu Notary Public undeiwd" Print: &91A Z-!,-&aL- My Commission Expires: My C�"" 's �a�siz y y APPROVED BY "�J Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/1212012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) tv STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT The undersigned Affiant, U*�L�L 3 `44'M-+�, does hereby attest that (Property owner) The attached survey, performed by D11-0A 9 , Al , k htA�-J (Name of surveyor's company) For address: /Z e5iO Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Furth ffiant say�eth na � t Iris �— e L 4 4 M Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this ar day of n' t3 . Affiant is _personally known to me, t� produced 0 ri � VefS as identification. ,e ►� .,, s. BUaaNiu O,r MY COMMISSION # OD 976361 EXPIRES: April 26, 2014 Bonded Thru Notary Public Undenwiters Notary Revised on 5/22/2009/ Revised on 6/12/09 CgGC15056 C! C-) Si FIORIDl► A.C# .. 6: 3:Q, 8-.9 G . MEWT OF BUSINESS a�1ND S S ION, REGULATION 0:8/2'72 115215867' F n� TTRAL BA,CT- OR MACTOR9 CO IS CBRTIF 33D u;idQF the prodi6ipne oP Ch 489' IDcpiration dater AiT( 31 �' 'x'.07,4 L120827.018.77 L- . From: 04/04/2013 14:35 #653 P.001/001 CERTIFICATE OF LIABILITY INSURANCE DA /DD/YY) . _. 04/04 04 /04J13 PRODUCER Ccurate THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 8300 West Flagler Suite 114 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Miami, FL 33144 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Phase (305)228 -8727 Fax (305)226-8767 - •.....Ai TER THE _ OnE(A43 ..AFFOR4EIP. _ INSURERS AFFORDING COVERAGE NAIC # INSURED Sun Eagle General Contractor Corp _ iHsURERA:-• American Builders Insurance CO-9 12300 SW 130 Street - INSURERB:.._ .. _.-..._. -_. __. Suite 105 1NSURBR C:..- .. -_ _• _.... Miami, FI 33186 INSURERg:. _........_ . _.._.._.._._... —..__. _...._.. _ . _......_. _ INSURER E_* COVERAGES . ..___....... ....._....._........___......_- - - -- • - - .... _ .._.... ..._ . . INSURER F. - ....._.._— ......._....._- --- THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAINEt) ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICONTRACTOR S DESCRIBED HEREIN SUBJECTTO - POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID IS ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH CLAIMS. _.LTR •.INO.Hg .. _.....__ TYPE OF INSURANCE _ _ POLICY NUMBER _ _. POLICY EFFECTIVE POLICY EXPIRATION DATE- (MMlCL11YY) DARE.111L6A/DG1YY1._ LIMITS GENERAL LIABILITY [� COMMERCIAL GENERAL LIABILITY .._..._.._...._ ._._ __.. EACH OCCURRENCE 1,000,000 OCCURRENCE — EACH O CU CIBA00478787 -01 ❑❑ CLAIMS MADE ®OCCUR — AEI 03/26/13 03126/14 PREMISES LEa cccuren�) — 1 00,000 _ _- ___ A ❑ MED EXP (Anyone person) 5 :.. _...... . — —...— .............._..__....._ 5,000.. PERSO NA L S ADV INJURY 1,000 00 _.._... - -. ____...... GEML AGGREGATE LIMIT APPLIES PER: G.ENERALAGGREGATE 1,000,000 -..._ .___ ..--- • --_ -• __. .._. PRODUCTS - COMP /OPAGG - [] POLICY ❑PROJECT ❑ LOC - ; - ...... __._ .__....__ AUTOMOBILE LIABILITY .... ....._...__...._- ..._._..... —._ _�...._.-- -- -- -- - -- - -- -. -. ❑ ANY AUTO COMBINED SINGLE LIMIT ❑ ALL OWNED AUTOS (F�•accider>t) ❑ LTJ SCHEDULED AUTOS , BODILY INJURY El HIRED AUTOS _Per person ❑ NON OWNED AUTOS BODILY INJURY (Per accident) I - _. ._.._❑... _. PROPERTY DAMAGE _...._.. . - - - -- •.•-- -- ......._. GARAGE LIABILITY (Per accideni) -•- - -- - ❑ .a ANY AUTO .._ -- AUTO ONLY - EA ACCIDENT �._.. _..- OTHER THAN EA ACC _...- AUTO ONLY: EXCESS/UMBRELLA LIABILITY - -- ...__._ -.... -...: El OCCUR ❑ CLAIMS MADE EACH OCCURRENCE ❑ AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ -- WORKERS -- -- -. EMPLOYERS' LIABILITY _ _ ....... - ... _. _..._. _ ... _ . _... ❑ WC�+TAT - E pTH- � ANYPROPRIETOR / PARTNER / EXECUTIVE - ' Mk0 -. - .. OFFICER/ MEMBER EXCLUDED? YES : E.L EACH ACCIDENT It yes, describe under __SPECIAL PROVISIONS•below E L DISEASE - EA EMPLOYEE, • •.. OTHER_.. _ .. —..._- _.........._ ............._ E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATON8 / VEFII+CLES / EXCLUSIONS AOOED 8Y ENDORSEMENT / 3PECUU- PROVISIONS •• ' - � CERTIFICATE HOLDER Village of Miami Shores 10050 NE 2 Ave Miami Shores, Fl 33138 305 -756 -8972 ACORD 25 (2001/08) QF CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED UCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUIN PAER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO KATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHA 1 P NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS REPRESENTATIVES, -- Lucia Estrella ACRDO C012PORA7`!ON 1888 CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 83 NE 100th Street: Miami Shores, FL 33138 NAME(S) OF APPLICANT(S): Cheryl D. Chapman APPLICATION DATE: (Date Application Received by Village Clerk) 4 116113 Request Approval to: a) l r c.ccvdtm skAv(% (2w a(( 6.o1\v ouu r dogs1, %u°I (fame-s Mom exle.vicV pour Co to v BOARD DECISION: =APPROVED Fs-,ATE: APPROVED WITH CONDITIONS DENIED qew,1n%a MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (If applicable): NA ADDRESS OF PROPERTY: __83 NE 100th Street. Miami Shores, FL 33138 YEAR HOUSE WAS BUILT: 1925 ARCHITECT/ BUILDER: Tropical Home Designs. Miami. FL NAME(S) OF APPLICANT(S): Cheryl D. Chapman (Note. If the applicant Is a person other than the owner(s), evidence of that person's authority as agent other than the own - er(s), evidence of that person's authority as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: 786- 556 -5156 / APPLICANT ADDRESS: Same as above (If different than property address.) PRESENT USE OF PROPERTY: Residential INDICATE CLASSIFICATION OF PROPOSED WORK: MAINTENANCE OR REPAIRS RESTORATION REHABILITATION DEMOLITION NEW CONSTRUCTION _X OTHER (PLEASE EXPLAIN) Hurricane Shutters - Accordion DESCRIPTION OF THE PROPOSED PROJECT: Owner requests to install accordion hurricane shutters to protect the home from damage during a hurricane & comma with insurance requirements Shutter frames would be painted the color of house to blend with the home and preserve the home's appearance PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) LABELED PHOTOS MATERIAL SAMPLE SURVEY (WITHIN 5 YEARS) X OTHER Permit application ELEVATION (W /DIMENSIONS) COLOR SAMPLE UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE EVENT OF THE APPROVAL OF THIS AP- PLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS AP- PLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. SIGNATURE OF APPLICANT(S): Q wzo. (`'/z oval DATE: 411612013 SIGNATURE OF OWNER(S): ogwyjGa YZia6rnaT DATE: 411,TI2013 DATE: lk fib, it 71 r as fib, k El ,, a e s 0 4 b iDR5s .s , 93 /*Cj' -- /,vo .33/3S,.- m�UuLrorjs MIAMI PRODUCMIAMI-DADE COUNTY e T CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11605 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlawMadeapyAwiidine Hurricane Home Protection, Inc. 14932 S.W.17Yd Terrace Miami, Florida 33187 SCOPE: 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 BNC- 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. BNC 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 cede. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RT-100 Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing # HTS.09003q, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Nu -wind Engineering, dated April 07, 2011, signed and sealed by Christian Langley, P.E., bearing the Miami Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration daze by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, and the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS- 202, and TAS -203, 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 df 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: Tin NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 revises and renews NOA # 06401.04 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Molnar, P.E., M.S. f� &��., NOA Nee 11-018.08 /� ' Expiration Date: 07/20/2016 Approval Date: 07!07!2011 / / Page Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0531.04 A. DRAWINGS 1. Drawing No. 06 -400, titled "HT -100 Aluminium Accordion Shutters' , sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group., dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by Y.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -032L C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Of ce. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated May 25, 2006, certifying this product to meet the criteria of product tested and approved and allowing Hurricane Home Protection, Inc. to use the test results approved under Miami Dade County Approval No 05-0321, signed by A# Rrank Cornelius. 2 Acknowledgment letter by Hurricane Home Protection, Inc, dated May 29, 2006, signed by Mr: Domingo Cespedes. 3. Letter by Thornton- Tomasettl Group, dated May 25, 2006, certifying that the drawing (No. 06 -400) prepared for Hurricane Home Protection, Inc., signed and sealed by Mr: Y. J Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 05 -509). 4. Acceptance Letter issued to Mr. Domingo Cespedes on July 15, 2006, and returned signed by Domingo Cespedes on July 20, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviwed 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing # I- 1'S.09003q, titled "HTI00 Accordion Shutter ; sheets 1 through 7 of 7, prepared by Nu -Wind Engineering. dated April 07, 2011, signed and sealed by Christian Langley, P.E. Amy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-0518.08 Expiration Date: 07/2042016 Approval Date: 07/07/2011 E -1 Hurricane Home Protection, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 09 -1510. C. CALCULATIONS 1. See Association's generic approval under 09 -1510. D. QUALITY ASSURANCE 1. By amt Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09 -1510, F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 25, 2011, certifying this product to meet the criteria of product tested and approved and allowing Hurricane Home Protection Inc. to. use the test results approved under Miami Dade County Approval No. 09 -1510, signed by Yovanna Diaz 2. Acknowledgment letter by hurricane Home Protection, Inc., dated May 02, 2011, signed by Domingo Cespedes 3. Letter -by Nu- -wind Engineering, dated April 07, 2011, certifying that the drawing (No. RTS 09003q) prepared for Hurricane Home Protection, Inc., signed and sealed by Christian Langley, P.E., is engineering wise identical to B-1-Tech Shutter Group, Inc. Association generic drawing (No. HTS.09003). lmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11451&08 Expiration Date: 07/20/2016 Approval Date: 07!47/2011 E -2 GENERAL NOTES HT -100 ACCORDION SHUTTER L & EVALUATED W ACCDADANCE WITH THE 2007 FLORIDA RIIILDING CODE WITH SlPPI EMENTS, FOR USE 1YINHIN AND OUTSIDE THE tOGti VELAC[1Y HUPoi1CANE ZOYE (FLVFQ} 2• TMS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD WCREASE IN ALLOWABLE STRESS. 3. POWWE AND NEGATIVE DESIGN PRA CALCULATED FOR USE MOTH THIS SYSTEM SHALL OE D57ERWNED BY OTHERS ON A SRESPIWX BASS IN ACCORD00CE WITH THE GOVERNM OODE. 4. TIE SYSTEM DETAILED HEREIN ffi GE MC AND DOES NOT PROVIDE INFORMATION FOR A SPECIPICSrM FOR SITE CONDITIONS DIRFWIT FROM THE CONDITIONS DETAILED HERON, A LICENSED PIOFESSCNAL DKINEER OR ReG<STOtED ARCHITECT SHALL PREPARESTIE -SIC D00240M FOR USE ON CONIUNCTION WITH THIS APPROVAL AND APPLY FOR MWC -DADE COUNTY PRODUCT CIDW= DIMN ONETIME APPROVAL. S. OXM4CNCR, ARCHITECT, ENt}I M CF RHCM OR BUILDING OR+ICIAL SHALL YERtFY THE ADEQUACY OF THE WMSRNGSTRUCTURE TO WRHS'TAND SIPEROMR�D WADS. B. ALL ALUMINUM EXTRUSMNS SMALL HE6063 •TO ALLOY &TWfq%U.N.O. 7. ALL POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM IOM YEGPN° POYMFR(BY SA81CBWR7VArlWRAST M APPROVED FOR WRDOOR use LY M TIE HY B. SHUTTERS S 6LL HAVE A MINIM CF ONE LACK LOCATED WHIN 18° OF VO-SPAN (MEASURED VERTICALLY) AT ANY HORRONTAL LOCATION, AND SMALL BE DWIN,TH SHWTER IN °CLOSED° POS IMNTO PROVIDE HURRICANE 8. EACH SHUTTER ASSEMBLY SHAD. BE PIS"NI OITR.Y LABELED WITH A MOMMUM OF ONE LABEL PER UNIT CONTAINMGALL VMWATION SPECIRED IN THE ABOY&NOTED BUILDING CODS, AS WELL AS THE FOI LOWING: HURRTCANE HOME PROTECTION MIAMI, FLORIDA MIAMI DADE PRODUCT CWML APPRWED 10. HEAD &SILL DBTAES MAY BE WTEACHAN= WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 11. ALL EDLTS & WASHERS SHALL BE ZINC COATED STS, OALVAM2ED ST03, OR STAINLESS STEEL WITH A MWANM TIINSIE YIELD STRENkiNH OF 60161. ALL 3118.0 POP RIVETS SMALL BE SS 402 ALUM00M ALLAY OR STRONGER. 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (Le. HELD W OPEN POSITNON )USMANYCOMBIMMONOF THE PDLUD GMETHODS: • AWMUNUIM STAG( LOCKING CILV (PART x25) • PLASM CLIP PLACED IN TRACK (HEAD ODOR SILL) • PLRL• WITC LLMS PIN INSERTED WTO TRACK CHFADWORBILL) • VdCRO STRAP AROUND STACKED B1ADES (ATANY HEIGHT) 13. ALL STEEL W CONTACT WTTH AUUMIOD7 SHALL Be PAWNED OR PLATED AS PRL W THE ASOVMOTED BUILDING ODDS s.W7° ao76° aoR�° aos9^ 9 WALLTRAOC S • 1:3 LBm9TRACK `• L-LCCK'SHALLIWLOCATED L-ALTLOCK WRI{1N 1B° OP mw-s AN, LOCATION HOW SHUTTER ALONG WIDTH ATM TYPICAL ELEVATION PROAUc7REVISED 61dLdiagOOdowNWDro Ftotida Q -SALES N.T.S. OTTEREEY w- - - O- odvo..l,..n�'IQ a TRACK COMPONENTS O;io7Rr o�° tow TYP 11 COLWGTRACK Q AWUSTAELESILLTOP St'Ales 1:3 LJ �i3 TV 07V _tLW 3.448° 4� WALKOWSRsILmm t�JJ sCALEt 1• 3.8X80° �ooBx °TYP 4 n RECESSEDSILLTRACK SCALE: 13 T --2.42r----.f �`-' 0.085° TYP L475° tow TYP a126° a1w �R' I °' ' L ffw a07RP � 0.136° ooss° a�I-,�,,�. I� } -- o.1zrTYP Doss° LS33° - ADAWABLESILL ADAWTABLESIlL 2A00"TO8000°- LAIRgOUTWALLTRACK n WALLSILLTRACK n. Bfl►TOM n BOITOM(AL7)„ n ANGLE CALF: IS SCALE L3 �SCALEi 1t� -� SCALE: 13 SCALER 1.3" 4.534° Ra14 O 7° .OSrR128 n . a<uMlaMt BLADE SCALE: L:3 1.47r .287° Ra2BT i,i aLUM BLADE ADAPTER .a BLADE COMPONENTS J Ra14r �° 0100° �° RO.285° POLYCARB C.U4° 0.090° URETHANE AM W an FLU U043TH EACH Sim 1.903" (n POLYGIRBONATI BLADE , END SLAT 1:3 SCALE 1t3 80.14 ( 0.100' a TYP amo° 0.078° x1240 '.4 , (� UN MATE 8 !10° SAID T t 1t3 SCAT 1:3 PAW o.060° TYP mow TYP �LES1° o CENTBRMATEI SCALER R0.143° 0.080° TYP Ra255�� OTYP � ALT CENTELMATE 1 s3 80.143° tow TYP- 0.060° TYP 2,101° n �fTBtMANE= • lt3 - 0.0w rip EDP„ 80.14 0.OES° TYP 2.101° 4 n ALTCE NTERMS2 • k3 ASSEMBLY COMPONENTS 0--joi ° o.322° Ro.18W o� �'� MLN O x14 SCiEEA !.loo° w! rlo HEAD 1 (410 HT S.S.) -Smwwr • NYLON ROLLERS • STAVAM STEEL CARRIAGE & RIVETS M is ROLLERASSEMOY n r1QKNI�C1aEtam" SCAT :1:3 SCALES It9 oa3o° m �•oa3D° oao4° jrj 0413 40.375° 0.454" n NYLON LRISIIVG9 SCALEI lb TV 07V _tLW 3.448° 4� WALKOWSRsILmm t�JJ sCALEt 1• 3.8X80° �ooBx °TYP 4 n RECESSEDSILLTRACK SCALE: 13 T --2.42r----.f �`-' 0.085° TYP L475° tow TYP a126° a1w �R' I °' ' L ffw a07RP � 0.136° ooss° a�I-,�,,�. I� } -- o.1zrTYP Doss° LS33° - ADAWABLESILL ADAWTABLESIlL 2A00"TO8000°- LAIRgOUTWALLTRACK n WALLSILLTRACK n. Bfl►TOM n BOITOM(AL7)„ n ANGLE CALF: IS SCALE L3 �SCALEi 1t� -� SCALE: 13 SCALER 1.3" 4.534° Ra14 O 7° .OSrR128 n . a<uMlaMt BLADE SCALE: L:3 1.47r .287° Ra2BT i,i aLUM BLADE ADAPTER .a BLADE COMPONENTS J Ra14r �° 0100° �° RO.285° POLYCARB C.U4° 0.090° URETHANE AM W an FLU U043TH EACH Sim 1.903" (n POLYGIRBONATI BLADE , END SLAT 1:3 SCALE 1t3 80.14 ( 0.100' a TYP amo° 0.078° x1240 '.4 , (� UN MATE 8 !10° SAID T t 1t3 SCAT 1:3 PAW o.060° TYP mow TYP �LES1° o CENTBRMATEI SCALER R0.143° 0.080° TYP Ra255�� OTYP � ALT CENTELMATE 1 s3 80.143° tow TYP- 0.060° TYP 2,101° n �fTBtMANE= • lt3 - 0.0w rip EDP„ 80.14 0.OES° TYP 2.101° 4 n ALTCE NTERMS2 • k3 ASSEMBLY COMPONENTS 0--joi ° o.322° Ro.18W o� �'� MLN O x14 SCiEEA !.loo° w! rlo HEAD 1 (410 HT S.S.) -Smwwr • NYLON ROLLERS • STAVAM STEEL CARRIAGE & RIVETS M is ROLLERASSEMOY n r1QKNI�C1aEtam" SCAT :1:3 SCALES It9 oa3o° m �•oa3D° oao4° jrj 0413 40.375° 0.454" n NYLON LRISIIVG9 SCALEI lb PAW o.060° TYP mow TYP �LES1° o CENTBRMATEI SCALER R0.143° 0.080° TYP Ra255�� OTYP � ALT CENTELMATE 1 s3 80.143° tow TYP- 0.060° TYP 2,101° n �fTBtMANE= • lt3 - 0.0w rip EDP„ 80.14 0.OES° TYP 2.101° 4 n ALTCE NTERMS2 • k3 ASSEMBLY COMPONENTS 0--joi ° o.322° Ro.18W o� �'� MLN O x14 SCiEEA !.loo° w! rlo HEAD 1 (410 HT S.S.) -Smwwr • NYLON ROLLERS • STAVAM STEEL CARRIAGE & RIVETS M is ROLLERASSEMOY n r1QKNI�C1aEtam" SCAT :1:3 SCALES It9 oa3o° m �•oa3D° oao4° jrj 0413 40.375° 0.454" n NYLON LRISIIVG9 SCALEI lb LOCKS & ACCESSORIES 0° o.31a a77V THKXNE St x1 r WAINI.ESSSTEEL) HO�OK' CKIH'AA" HOOKLOaGMAWM9MWG E lSCJ1LE it3 SCA :3 MUM L4WI.7sa �� ao�• ao7e° a7s1• O IN° . a3r6• TYP 2 HOOK Laa1 WERT n MM (oPTtoNAL) 1t3 3 , -- 2.3•/3°' O.OWTIT R0" a17M •,e1.350 n STACKLapfWGa1P SCAI E 1:3 OPTIONAL UXMG ROD (0.50•s x 12• MIN, OPTIONAL HANDLE WITHS•TAPER)T �ATLOCKLOCAT= •CBVMMA7ES•ORv KEYEDCYLEVDLSI 'ALTL2W11WMA7D° ORTHUNIE -TURN (EattES� n EXTERIOR L- HANDLE LOCK ®- SCALES SD NOWSm7m "**"0' THUMB• AN , n UNIMATE + PUSH -BUTTON Q Sauer is HORI sW= TYPICALas wm"n n BLADE ASSEMBLY SCALEt 10 SIDE ELEYAT= M INTERIOR L- HANDLE LOCK 2 SUM 1:3 NOW SECTRNI 1001� PULL-0�UI' CLEWSM UNIMATE + CLEVIS PIN 2 SCALES W HO=SECRON HORIZONTAL SE.CTIONS......., .. . ANYANpIOR MM MCWM WHERE NO POUMM SO4WUU S A..T11��W O.0 MADES AM MOLIM IN rt' BIASPAN. MIN (1) Loa PER SNurTERe SHUTTER ASSEMBLY WITH ALUMINUM BLADES SCALE 19 HOLM SWM M #W� PMYCAM a ALLA+1 MADE ac MaY EE aoMeEUED MAX— M SOO �BIADE° 100° MIN (1) LOCK PER SHUTTER (SEE OPTIONS SHUTTER ASSEMBLY WITH POLYCARB BLADES 2 SCALEt 113 NORMSECRON PRO THUMS N/ M UNIMATE + THUMBSCREW SCALE: 113 HORIZ sECrlora _ _ _ _ nwo•,.u...m.. SCM AT 24.O.G E?.zJX* yrT.A ANGLE WITH MAX • 19R910 ow • 1•x23y9t0.QRS' •2 x3'kO.OSS• •2°x4`xaow •2•x5•)0.125" PRODUOTROMOD "Y°" xlror� ri F gin 91 m lip. -91 191 d X439. sHr�T SPECIAL INSTALLATION OPTIONS: (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM IMIT. TUBE � b � AN POIWAE S m 6git p AWMBVUM ANG ES AT TOP dim° GALV OR SS. EMS ALUM POP NiNM OR p OF EACH TUBE W -20 THRUBOLTSAT 2q° O.G ALT; ANY 2°x2°x0.125° CenaC tM STRUCIM ALUMINUM AT CORNER CDPM TUBE AT COlva CORNER CLOSURE WITH POST 3 SCALE: w Holm SECTION 24.O.G 25t2W.125° AUXq ANGLE CORNER CORNER CLOSURE WITH n CENTERMATES (NO POST) SCAM 1:3 H=Ssmm MOUNT CONDITIONS «r;` ANCHORTYIRNL a ais y.. SPACING PER ANCHOR , fps; MN (2) ANCHORS ANY TRACK SHOWN TACK WELD AT EACH o HNRFN (NEADmap, SEAT BBTWE ENN SE649M TO FIT CLINE TRACKSEmom NOTE: ANCHORIN4P'ALIATiONCRTIERIP pf"ED,EDGEOISf,SPACNG 9M) SHALL APPLYAS NOTED MAW= SCHOWLE & WNS SEGMENTED TRACK OPTION SCALE: 10 MAN VIEW Y4•2o BOLT Nur STUD & TRUSS /RAFTER MOUNTING CONDITIONS: tL AT 24' aG PLATE TO EACH PARER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: t14 V100D SCREW (2° MN EMBED) q, BXIomvim I %WTAFCON(4MMDOM S TRUSSES OR RAFTERS 24' MAXI SPACMG momolvffm BOLT & & NUT AT ( m" (TYPI�) RAFTER NUT AT 24' aG / 24' O.G ) EDGE 0.125° OR 0.280° TFBOC ALUM MATE QUANTITIES ACCOMMODATE TTABLEE ABON n FLOATING STACK OPTIONS SCALE; 19 HOW BECKON MAY BE USED - REFER Im FLOOR 0 SWW TRACK 94CHOR EP9 PIXeD TRACK AT SLAT REMOVABLE ug°to 2' Y STACKMG LOCATIONS TIM MUST BE INEWTH MAY VARY) :STALLED FOR HURRICANE PROTECTION REMOVABLE AWN0R.9 FIXED ANCHORS n REMOVABLE FLOOR TRACK VALE: V.S. PLAN VIEW ANY TRACK MAY BE USED •REFER TO MoUNSECTIONS FOR ANCHOR REQU NIB Y2'To2' SPUC23OMT Wto FIRST TRACK ANOi01t4 AT SMSCE fi SILL n SPLICED TRACK Q SCAM N.TS . ... ... PLAN YLEW ' ; � —TRACK TO MATE wuH d14 &q9 t MAX SETWEM RAFTERS AT SPACON BELOW: TOW PLATE; S' aG MAX . TO Y' PLATS: 101 O.G MAX REP GLASS 1 WARATIDN MAX SHUTTER SPAN PER SCHEDULE SPAN SCHKDULB i HEAO ONLY 7 TRUSS -MOUNT CEILING TRH 3 SCALE; 4' -1'-0' MOUNTING SECTION BLOCKNG TO E40 STUD WITH ANCHOR PER SCHED BELOMh • G di4 W000 BREW 2 PER3IUD 3 PER STUD TAPCON 2 PER STUD 2 PER STUD QUD�IING1 OR SILL, TRACK TO BL,Otdd7VG NgBi> BEW Wt � � � TO ALUM Bl0[IQfYGS 014 5MS AT V O.G MAX • %-20 BOLTS AT 12° O.G MAX r , / • d14 SMS AT O.G MAX • Y TAPCONS AT T O.0 MAX VAN BLOCKING MEMBER OPTIONS; p OQST ATWCRWO.C.MAX S • 21°x 4 9 '26 OR W 1O ABR M N(GAO TMN ) G ass MN) r� REP WALL TRACK MOUNTING ONITAIL4 g FOR GOVERNING SPAN SCH I TYPHSAb&SILL (SILL SHOWN) n STUD WALL MOUNT SCALE: 4"- IW MoUNTB iii —wTION FRaxcr PBVm B t++B�ea1:ABmFlo;kia HHTs mamex A>_ 08 _9 0t6 SHEET [Z3 t009'TAYG H0.ST STRUCTURE CONNTYPECS REP. ANCHOR SCM® FOtLTYPE &SPACB03 OGM51mm OSTSTRUCIURE REP / / I EXISTpVO HOST STRUCTURE "MAX ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK FORTYPE &SPACING ANY ANCHOR FROM DW • a SILL y rw aim PAIRS AT 24" O.C. TYPE SPACING i (OR STAGGER) +8 65 / • 980 PSP 74° MFlV+WUf-Il$.2.PV FOR 7$" �� + 7A7 / PEP Y4 °MAX Y �4 MAX &SB.L I- 2"x2"x0.050" ALUM E.O. TUBE —'r REP GLASS �SCHEdAB 4 scmuu � SEPARATION SCH®UlE 8 � d 87.8 aZ ► B�' ► BUILDOUT 2x2 ► d 8L3 PEP n WALL TRACK d 764 PEP Q2 _+ WALL TRACK 9'-8" (3� CEILING TRACK SCALB 4 ".1• -0" MOUNTING mrrm smm 4" =1'•0" MOUNTING BECKON 4 SCALt°. 4" a IW" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCIMU MR OW MA M<!M AUCINAM DESIGN PRMSWMAT EACH RESPECTIVE SPAN. 2. THISSCHEDU ISAM4ICAUTO ONLY THOSE COh marIONS OP M OLMING CONDITION$ SHOWN IN THIS SECTION. S. WHERE THEfiE MOUNTBIG O�NOITIONS ARE ODMBINED WITH OTHERS SHOWN ELSWER11 HEREIN, THE IBM ALUWVARE OESIGN PRESM AND SPAN SHALLGOVERAL REF SUSS ,� W POSTINS HOST / STRIICTtIRE rARAfff HED „ Lh "MAX ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK SrRUCrUN ANY ANCHOR FROM (1x1 ANGLE ANCHORAGE) io (FLANGED BOTTOM) ANCHORSMIEO IN SCALE: 4"- R7' MOLA4M SECTION ®— SCALES 4° .1`7' MOUNTING SECTON PAIRS AT 24" O.C. _ 4 SCALEI 4" - lW . . MplMM SEC770N �nisr (OR STAGGER) t FOR TYPE &SPACING FOR TYPE &SPACING �CUT�"Wxl°,DGROOVE1NT00tLtiTING LEXISTwGNI�STRttCIURETO _ �M HOST STRUCTURE TO FIT RECESS®TRACX PIT RECES ED TRA K BUILDOUT 2x2 1n-�—WALL � SILL TRACK _ 5 + WALL SILL TRACK n RECESSED SILL TRACK n RECESSED SILL TRACK (ALT) t-/ SCALE 4" .1W MOUNTING SECTION 4 SCALE: 4" - r-W VV AVTWG 81r: M WAL4 4" . T•0" MOUNTING SECTION SCALES 4" .1'-0" MOUNTING swnON // OISI E7QSTWG HOST STRUCTURE ,� W POSTINS HOST / STRIICTtIRE , E7GSTING NOST D�15T STRUCTURE -j / FOR TYPE & SPACE MaSTING HOW ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK SrRUCrUN (STANDARD ANCHORAGE)n (1x1 ANGLE ANCHORAGE) io (FLANGED BOTTOM) 11 WALKOVER SILL TRACK SCALE: 4"- R7' MOLA4M SECTION ®— SCALES 4° .1`7' MOUNTING SECTON • . • WAt 4° a Y•0" • MOLMTLNG SECTION • _ 4 SCALEI 4" - lW . . MplMM SEC770N SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING COMMONS ON THIS SHEBT, AS WMLAS DBTATLS %& % MAN Spm AUAWMA DESIGN WIND PRT m filmm MAM POLYCA2B MAW 6° . 170.0 P&8 *WA 1-14U 0 S-V *16L7 PSP +110.0 / 8-0* +106,2 ! d3S.2. P8P +US / -104.7 PSP 6W° +8 65 / • 980 PSP 74° MFlV+WUf-Il$.2.PV +83.9 / 969 PSP 7$" + 7A7 / PEP Td" +740 / • 823 PSP R4" +72,4 / - 7 &9 P19' +N3 / -m P� VP d 9L4 +G64 /-no PEP 74" d 87.8 B�' 6 00 PSp W-V d 8L3 PEP 74" d 764 PEP 9'-8" d 76 SOW a 73.2 PEP I— d 70.8 PSP r M—SF * N .8 P._ . it, w d 869 PEP ]Y4" d 640 PS+ _ _ IP4P d 613 PEP 12'-0" d 840 PSP 124" *49.1 PEP 32 * 44.1 P6P 12-0' * 390 PSF 17•4" *369 Psf 12.8° * 3M PSF 14.7' A 268 PSP 14'4" * 260 PSF 14W" * 2445 PSP _ ISW" d W PSP PRODutc�r Rgym Cbas 60 PIOUTdn xGG140 miww III fliff Sf Rg �d a al I a� WJNMMRQM HmosomG sHw 4OF 7 POR TYP HEAD / �BSRL Y4. Ma N EN SEPAR �U 4 (� BUILDOUT WALL TRACK SCALE: 4• - Y-0° MOUNTING SECTION Ez SCHEME DM ON Y N ARB POLYCp7$ g6A 4-0° !144.0 FSF I +192.8 1-144.0 PSF V-8° *128.0 PSF I +1190 / -128.0 FSF Y4° *1182 PSF 1 +108.21.115.2 PSF MAX SILLdV1Y SMi AT I2° O.C. #34 AIiR4 ANGLE 9 SPACING ' Ar // I STRUCTURE BUILDUP 2x5 (HEAVY) �-n-� +CEILING TRACK SCAM 4° - T-0° MOUNTINQ SECTION EX6RNG HOSE STRUCTURE LEG DMECTION MAY BE REVERSED (USE APPIETPRfATE OONN TYPE REPANCHOR ED�i �Q )'r20 BOLT 9M MAT it O.C. T B.SPACING TYP NERD 9 BILL MAX N REFERENCE am --4 1I SEPARATION SCHEDULE t BUILDOUT 2x5 (STANDARD) [� + CEILING TRACK SCALE; 4'- Y4' MOUNTING SECT SPAN SCHEDULE NOTES: L SCHEWLEABOYBGIVE4MAXINLA9 ALLOWABLE DO M PRA AT EACH RESPECME SAM 1 THIS SCHEDULE 5 APPLICABLE TO ONLY THE COMBINATIONS OF MOUNTING CONDIMMS SHOWN IN TIISSECTION. I WHERE TME58 MOUNTING CONDITIONS AR@ OOh W1TH OTHERS BH�NP1 MSEYIMERE H110%THE LESSER auowABLS DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 2 APPLICABLE TO ALL MOIM ING CO NDMONS IN THIS SMMN MAIM EPAN ALLOWABLE DESGN WIND PROMME ALLALUM MA�4 ARB POLYCp7$ g6A 4-0° !144.0 FSF I +192.8 1-144.0 PSF V-8° *128.0 PSF I +1190 / -128.0 FSF S-0° *1182 PSF 1 +108.21.115.2 PSF 5w *iDl7 P8 I +98.81.109.7 PSF 81-0° *g8.0 P9P I +889 / - 99_ 0 Pte, 610 *90.9 PSF +83.9 1-90.9 pap S-8° *SL4 PSF +79.71 -894 PW r-r a 813 PEP +799 / -823 PEP r-0 a 7045 PSP +7L41-78.S PEP r4' * 75.1 PEP +899 / -791 PEP 8'4' * 710 PSF +899 / - 72.0 PSP 8'-4° * 894 PEP $ ^ W-E' * OLS PSP 9b° * SLO PEP " SE9 PEP r-r PEP 10W *4L1FMV _ 10'4° * 412 PEP 10'-8° a 40.8 PSF 111-0° * 391 PEP u4° * 399 PEP 1P8° •919 PEP 32.0 PEI' I" * 999 PEP ir-r * 297 PEP IS4' * Z7 PSP 194° *25J FSP OW *M FSF _ 14'-0° * 239 PEP 144° * 214 PSF lf-V *21,4 POP ELQSI7NG HOST LEG DiRECrION MAY BE REVERSED STRUCNME (USE APPROPRIATE CORM TYPE) . .CONK TYPE C! (REVERSED LFG DIR) REP ANCHOR SCHED FOR TYPE 9 SPACING REP AN OR SC FOR TYPE & SPACING ��� TYP m- ERD 4 SILL 1° 8 T a-�°� i2) 2°x5°x0 Ur 12'= R, ALM ANGLES REPERONCE MATS 54PARATION SCHEDM I BUILDOUT 2x5 (2x STANDARD) n + CEILING TRACK 5 SCARE 4"- V -S° Md1N7MG SECTION c OHM LEG DBLECM MAY BE REVERSED StRucruRE (M APPROPRIATE CORM T" 41-W NN (R81DLRRiDBu 4-M REP ANCHOR 9C FORTYP@ & SPACNKf � NTY +1092 / -1192 PEP S3° REP ANCHOR SICKED FORTYFE 9 SPACING B-0° &O8.0 PSP +898 / -98.0 PEP 84° * 999 PSP 83A / -90.9 PEP TYP HEAD 9 SILL * 80:4 PSP +79.7 / -88.4 PSP r4' +82.3 PSP ° 71.4• * 795 FSF +M /.7U PSF mm * M PSP 4 *2 LT NUT AT 8'4' &M PSF + 88.9 / - 710 PSF 12° O.C. *W1 $ ^ 1 ALUM ANGLE R10E9 AS9 S FARATION SCHWIAE BUILDOUT 2x5 (HEAVY) n + CEILING TRACK SCALES 4° -114P Mouffim $mum SPAN SCHEDULE NOTES: PROOOCTREVISM 1. SCHHRXILEABOVEGIYESMAXfMM a 0-M YISSxwIBs Ore Plotke ALLOWABLE DESIGN PRES9UR�AT EACH CCaa�lee RESPECT SPAN. nvoeL,txaxt . S/ . 8 ONLY THOSE COMMATIONS OF M 1NTING /6 CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THEM MOUNTING CONDTIIONS C-m ARE COMBINED WITH OTHERS 04CI(YM ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALLGOVEiM. SPAN SCHEDULE 3 APPLICABLE TO ALL MOUNTING CONDITIONS DN THIS SHAT MADE SPAN ALLOWABLE �II9N WARD PResMIRE ALL ALUM MADBS PMYCARB 41-W !144.0 PSP +19181.1440 PSF 4-M 612&0 PSP +118.0 / -128.0 PEF " +1153 PSP +1092 / -1192 PEP S3° +104.7 PEP +98.8 / -1047 Pe B-0° &O8.0 PSP +898 / -98.0 PEP 84° * 999 PSP 83A / -90.9 PEP 6V * 80:4 PSP +79.7 / -88.4 PSP r4' +82.3 PSP +75.8 / -82.3 PSP 71.4• * 795 FSF +M /.7U PSF r-B° * M PSP + OU / -75.i RIP 8'4' &M PSF + 88.9 / - 710 PSF r-e *W1 B-8° * 60 PEP W-W * 81.1 PSP " * 590 PE+ r-r *Su PEP I(Mr *us Per _ tai' *49.9 PSF 100 6474 PSF 1 W 64164 PSP '-8° &4L8 P� * 4L8 PSF tai` *4U P 1r-5" * 39.4 PE' *3144 PSF IT 4° &3L9 PSP 1318° * US PEP _ 144 ! PSP 44° " 2L' PSF 4'-8° • 24S PS' v� Y�y 1 �y Wgj D: SHEET' 5 av . nT LEE DIRE -t= (ONE OR W" MAY BE REVERSED (IISE MCST CRYRCAL CONN TYPE) CONN TYPE CS (REAM= lei RUCrURE REP ANCHORSCNED FOR TYR & �G 77;z;: f(NOT� 6°OORTVI ) REPAN RSCHQIF93ATAPEaSPApNG (N�'f TO 6YCFdf f." A P. MA1H ���( I OR ml (1) 2NS9t0,2W Z (2 r, ANGLE 1` --- REFERBDICE GLASS SEPARCM SCHEDULE — DOUBLE BUILDOUT 2x5 4ap n + WALL TRACK +1328!•144.0 PIP SCALE 4' - V-0° NOW= s8cm ;IU3 PSP SPAN SCHEDULE 4 O'-W APPUCAM TO All MOUNTMG +1062!•11&2 PSP CONDITIONS m na smimm 11091 POP BIAW VAN AWABLEFRE59ISIE ALLAOM MAOFS POLYCARS MAC 4ap *IA0 PSF +1328!•144.0 PIP HT g 30 ;IU3 PSP +118.0 / -12 &0 PSF O'-W ml2DA PSF +1062!•11&2 PSP r4r 11091 POP +98.6 ! •109.7 PsP 8'-6" *to" POp +885 ! -9&0 PSI, 1.3/4" MIN O 94.7 PSP +829 ! --9 p8P bps° 90.o PSP +797 / -8&4 PmP 71W t SL7 PSF + 75.9 / • 823 PSP 7W *B1.0 PW +724 / -MS PSP 7'•8• ,178.3 PSP +693 ! • 7&1 10 4)' * 75.0 POP +86.4 / •723 PSP s • am pe 4PERCONN 044 •83.8 POP a 9'-0" m 893 PSF 6PERCONN 9W" A55.1 P9P. C f-r A SL4 PSP Irmw m4 &0 PIP D I IOW" b 45.0 PSR A - -- 10'-8' m 422 PSF 91 76 300 POP 9t Ir-V a 37.4 PSP 10 Pr 21'-8" s FSp 79 1T-W *33L3 FSF 73 12'-41 *JU PSP 61 73 A 299 FSP 73 13"0° * ZU PSF 73 13"4° a 27.0 PSP 12rr 19'•8" i 25.7 PSP 141W *243 POP 24'•4° #234 PSA 82 14'-8° A P6F ISW t 21.3 RIF 3F Yr20 BOL1s AM OR 1114 9S O.0 TYP HEAD & BILL µ� 8� SPAN SCHEDULE NOTES: I. SCHEDULE MM MAXMW ALLOWABLE DESIGN PRESSURES AT SAW RF;sPIXT1VE SPAK Z THIS SCH®ULE IS APPUCME TO ONLY THOSE COMBMATIONS OF MOUNTAG OONDUM NSSHOINN IN THIS 5'1=0111. 3. WMSRE THESE MOUNTMGCONDITIONB ARE CWMSIN W WITH OTHM SHOWN EISEYYHEAB Mf3TEM, THe LALIOWABLE DESIGN PREWIRE AND SPAN SHALL GOVERN. SUPPORT BEAM AT SHUTTER END E asmG HOSE ��� REp "BP.AM ANCHORSCHEDUL� (FO0R AWIOR TYPE S WANTITIER , 7 ANGLEBW 6MfS NNECTtON, rt39 Yr2D BOLTS a Nt21s Yr20 BGLT & NUf AT W O.0 TYP HEAD &su CEIUMN TRACK PER LEG DIRECTION 1 Mouwm SECTION QF El'IHER y�y�� REVERSEDY (NOTEALT ARM ('tYPiC OU. ,1 1 - -___ RRi �Uv PER MOU NTMG SECT SAI.ONLY w "BEAM DESIGN SCmv `Yr20 SOLT &NUT ' " /1 (TOTAL OF ANCHORS IN BOTH ETQSTS4G Km ANMESATemomacnam SYNXIV tE n SUPPORT BEAM AT SHUTTER ENDS SCALE= 41 .11-V MOUIYTSKN sELTION BEAM ANCHOR SCHEDULE BEAM ANCHOR SCHEDULE NOTES: 1, SOMMILE GIVES MNDMUM NUMBER OFANOIORS REQIlM MCTM WWN pa. TOTAL WZ ANCHORS SHALL BE DISTRIBUTED EVENLY MrW= TIE (2) ANGLES AT EACH CONNEM N. 3. ANCHORS SMALL ALSO LIE BALANCED ACROSS THE LENGTH OP SAI3f ANGLE, WrrH Ve M84 HDfE, DWMCE TO END OF ANGLE BEAM DESIGN SCHEDULE SCHEDULE GIVES MAMW ALLOWABLE DR6M PRESSURE )N LWJI M (PEP) 1 /errwTAPCON9TO I!9.20Aup41 , 1/4°2RNTAPCON8T0 I/4.20ALLPm, #14 SCRIM 70 OObVNECTiONTWE A S IC'D HT g 30 42tLSO-SIT TO IAOLIBW &M KI.aBrmAISi1W WORD BIT (3192 p1t MM) mmmMMINIMIN (IBW pI mm a1 m Omo pal M90 (G•OM MM) 148 1.3/4" MIN O 7)rMD1 EMBED 1.3/4• MM EMBED 7/8" MM BM= 211,11119M 148 2 -I/T' MM EDGE CI9r 3" MM Ef m aisr 2 -i/2" MIN mm DIET 3" MIN am affil' 304" MM EDGE CI f 817 3" MM SPACING 3" MM SPACING 31 NIM SPACING 3" MIN SPACMG 3" MIN SPACING A ZFERCONN 2 Pot Cm 4PERCONN aPSRCONM a pmt C" a 2FIRC131411 2MCM 6PERCONN 4patem 4PERCONN C 4PIRCONN -I- 01 4PIfftCCXN.. D I 4PERCONN 4PtS1 A - -- SPENCCNN OPER BEAM ANCHOR SCHEDULE NOTES: 1, SOMMILE GIVES MNDMUM NUMBER OFANOIORS REQIlM MCTM WWN pa. TOTAL WZ ANCHORS SHALL BE DISTRIBUTED EVENLY MrW= TIE (2) ANGLES AT EACH CONNEM N. 3. ANCHORS SMALL ALSO LIE BALANCED ACROSS THE LENGTH OP SAI3f ANGLE, WrrH Ve M84 HDfE, DWMCE TO END OF ANGLE BEAM DESIGN SCHEDULE SCHEDULE GIVES MAMW ALLOWABLE DR6M PRESSURE )N LWJI M (PEP) I "my* 1111110 low Rill a t$ ..- -•. •��.-•.......••.w.w...R r..u"nrw nocanvr�cRUwrwwmirw�vKv SEAM 2 "MM 2WW BEAM 2 "SEAM OObVNECTiONTWE A S IC'D HT g 30 CONNECMNTYPE AIRICID CONNIVIONYM AIDICIII 03NIMMNTYPB A161C D Z nOSOfE UISApMWAB1,ET00NLYTMMCM4 WaONSOP BIT 12B 14s 148 248 .125 148 146 146 129 146 146 148 1ffi 146 48 148 817 109 122 IM In 109 I& In 122 104 122 t04 122 j& 122 d, 6 f 78 -I- 01 78 91 91 91 :6 8t 91 91 76 91 9t M 10 Pr 82 73 79 n 82 73 73 1 72 61 73 73 73 62 73 73 73 12rr 62 82 s PT 100 I40 �M 190 100 14 146 148 100 196 t48 198 100 148 198 196 8FT 83 117 117 117 122 In 122 172 122 03 W In 1122 m 8 FT 82 88 8B 91 91 9l 62 81 81 91 62 91 91 9l Io Ff so 70 70 70 73 79 73 73 73 79 W 73 73 73 ss S9 68 [j. SS S FT BS 8l 81 81 128 146 146 83 129 146 148 83 In 196 8 tT BB so 80 BB 107 In Ili 107 122 09 07 122 122 FT 81 91 si 61 SO 91 91 32 80 92 91 S2 80 92 91 10 FT 91 41 41 4 73 84 7, 73 84 73 4 53 55 as n 83 S FT 91 SI SI 51 71 110 142 146 n 110 142 148 n 110 142 146 -' OFT 99 49 93 59 91 1 - -- 122 8t 1• -• 122_ 49 1••• in BET_ 32 32 32 4S p W 91 98 GO 89 91 45 _9l 69 89 91 AM ffi 20 26 36 55 .71 73 36 50 n 79 SS 71 73 1 21 JL . 1 16 30 46 3 F 34 34 34.34 62 08 122 122 62 98 In_ 148 98 In 146 6 Pf 29 29 n V29 _ 82 80 101 101 92 80 .104.122 32 80 104 122 tz m 8 Ff 21 21121 1 21 30 60 76 78 39 80 70 91 39 60 78 91 IOFT ••• ••• ••• ••- 31 98 61 81 31 48 02 73 31 149162 73 12 FT ••• ... ... ... 26 111 s SS 26140 1 n 88 S W 24 24 24 24 0 85 85 8S 66 83 111 145 95 1 85 112 148 8FT 20 ?D 70 46 n n n 48 n 92 In 46 n 92 122 m BPS —Fr ... ... ... 3B 53 •,89 &9 33 53 89 9l• 35 1 M 69 IT 70 •• 28 g 93 43 28 43 T Sf 73 -U-7-0 s8 12 ••• ••• ... ... 23 36 16 - B pr • 80 82 62 77 100 148 30 77 10) 146 tc 8Pi ......... 92 82 52 64 03 In 42 94 83 BFT ••• ••. ... ..- 3t 39 39 62101 31 90 62 91 ,OPT ... ... ... ... 31 32 P3035 38 50 73 29 36 73 t M 92 83 21 4L 9 FT 38 36 36 84 63 In 42 64 83 1% off 30 30 30 13 N 102 3s 53 69 116 BFT n n n 23 26 40 92 75 26 40 82 OL toff • -• ... ... ... n 32 Bt tt A 69 ........................ ..• .. SFr ....... • . ... 21 23 23 23 38 84 7t 82 36 sg n sot 6 F ... ... ... ... ... ... ... .. 30 48 59 60 30 39 04 SFr 22 34 45 111 22 34 43 83 1018 . ... ... ... ... ... ... ... 27 36 4 ... 27 36 71 12 ... ... ... ... ... ... ... ... ... 30 94 ... 73 p 4L I "my* 1111110 low Rill a t$ ..- -•. •��.-•.......••.w.w...R r..u"nrw nocanvr�cRUwrwwmirw�vKv BEAM DESIGN SCHEDULE NOTES: FRObucrRf "smi o9AWBre t. SOIEDUIB GIVES MAWRIMl ALLOWABLE DESIGN PRESSURES AT EACH g� pS Wa 00 vi6w HT g 30 RBPSI7W f1EAM SPAN Ah1D SHUTTER SPAN Z nOSOfE UISApMWAB1,ET00NLYTMMCM4 WaONSOP SHW MOUNTMG OONDITIONS BHOWN iN THS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRtSSLOUiRM SS LIMITED TO THOSE PROVmW MAP %WPRIATE SPAN mWuuxs). / OP ANCHOR SCHEDULES: @ �i st � �wTO6'41° ODIOITYM? C110101cs a SPANSwTOw4" COKNTYPE C110101c4les iIPANSUPTO16'41° CONNTIIPE cilcalm s� A v 014WOODSCOW MIN ZMBODi !.S' MIN EDGE owl 0.73• 4s 110' ar 2A° 8.7° or 15,15ol as• I 1T Lr 83' ae• 3A• 11' 2.4° s7 32A" %fP IW 4.3" a.8° IM-1 11.1ri s.8° 2A" 4.51 7.T S.T 2.T Jr 2.1' 73 12A° ILO, 7.3' 3.3" S.0' 89' .8° 16° 12° 221 7.7° T 2.7' Jwr L11 03 &HW 7.41 3.S° 2Z 3S' 7.T SJ° 1T I9 2t 7 .r 2.7° 1A• ' ,• . ��Ommm T At Ls° 21° mm�mI.mmm�� ST LT 1A° 11 7.T &r 2.r Lr 11- A °LAO == MIN : DaN OD<iO DISKy073° '� � 'I 43 1LW 12.0° 120 6.4° LP 110° 12.0° 116° 43° &0' 32.0° for 8.2" 24• 2.T ID 110° 110° 4A° 8.4° 110' 310° 9l° 33° 4A• 120° B' 48° 12' 14• 110' 32 0' 117, 3S• 110` 120" s.8° %0' 9A" 110° as° 4.6• 2.2° 24° JOB -5-4 110° RE Lr 18• 30112V 89° 4.6• Zr 14° 110' 0 s° 4.8° Zr 14° 310' .B° 4P, JUL 4. 4' 12.0° M, mum 21° 14" B a o V41MMNRYSMW MIN EMBED: 1.S' MIN � DEST. O.V 45 97 73 110' 12A' 117' 110° 110' 1101 IL6° 11.2° 6.2° 4A° 16' 7A° a2° 4A° Mir 110' 110• 118° 110' lL4' 117' 8.8° S4° 4.1' 3? 2.8' s4' 4.3° 2.S' 110° ILO° IL8' 10.1° &6° a.0' 4A• q,2°. 4 ' 2.3" 11° 11• 10' 2S° 23° AP_ 110' 11.6° S4• 2.8' 10' 3L0' 8.8° 4A" LI' 2.3° 11.0° 6.8" q 2.1 2.3• 78 11.8' 4 11. 4 • 2 2• 11.7 4 2.t* 3' ' �� ©m fmQm o m ia-si 1fm� ©1 �[� [fJ % / /. % / /,® % / /%%%// mmi io��mmmo�m mail % /io ©Imm. mmmmmmii m pzgvow r VIM moo., ffimmimmmmmmim mmmm °o m m4C1 m @ �i st � �wTO6'41° ODIOITYM? C110101cs a SPANSwTOw4" COKNTYPE C110101c4les iIPANSUPTO16'41° CONNTIIPE cilcalm s� A v 014WOODSCOW MIN ZMBODi !.S' MIN EDGE owl 0.73• 4s 110' ar 2A° 8.7° or 15,15ol as• I 1T Lr 83' ae• 3A• 11' 2.4° s7 32A" %fP IW 4.3" a.8° IM-1 11.1ri s.8° 2A" 4.51 7.T S.T 2.T Jr 2.1' 73 12A° ILO, 7.3' 3.3" S.0' 89' .8° 16° 12° 221 7.7° T 2.7' Jwr L11 03 &HW 7.41 3.S° 2Z 3S' 7.T SJ° 1T I9 2t 7 .r 2.7° 1A• 11' I T At Ls° 21° 7.T ST LT 1A° 11 7.T &r 2.r Lr 11- A °LAO == MIN : DaN OD<iO DISKy073° '� � 'I 43 1LW 12.0° 120 6.4° LP 110° 12.0° 116° 43° &0' 32.0° for 8.2" 24• 2.T ID 110° 110° 4A° 8.4° 110' 310° 9l° 33° 4A• 120° B' 48° 12' 14• 110' 32 0' 117, 3S• 110` 120" s.8° %0' 9A" 110° as° 4.6• 2.2° 24° JOB -5-4 110° RE Lr 18• 30112V 89° 4.6• Zr 14° 110' 0 s° 4.8° Zr 14° 310' .B° 4P, JUL 4. 4' 12.0° .8• 21° 14" B a o V41MMNRYSMW MIN EMBED: 1.S' MIN � DEST. O.V 45 97 73 110' 12A' 117' 110° 110' 1101 IL6° 11.2° 6.2° 4A° 16' 7A° a2° 4A° Mir 110' 110• 118° 110' lL4' 117' 8.8° S4° 4.1' 3? 2.8' s4' 4.3° 2.S' 110° ILO° IL8' 10.1° &6° a.0' 4A• q,2°. 4 ' 2.3" 11° 11• 10' 2S° 23° AP_ 110' 11.6° S4• 2.8' 10' 3L0' 8.8° 4A" LI' 2.3° 11.0° 6.8" q 2.1 2.3• 78 11.8' 4 11. 4 • 2 2• 11.7 4 2.t* 3' iev.cs ncrcR �varwna�.naau ANCHOR NOTES: LL MOiCMSMLUDWA=MACaMOMWrMMMWACnMM 2. ORSCHEDUEMBEDMENT I AND EDGE DISTANCE SHALL BE AS NOTED IN L ENSURE MINAIUM 3/4° EDGE DISTANCE FOR ALLARCHORS TO WOOD P=(TO FACE OP MDMINAL Rq� OF STUD WHERE 4. MINIMUM EMBEDMENT AND EDGE DISTTANCE 06M STUCCO, FOAM, BWCN, AND OTHER WALL FINISHES. GLASS SEPARATION SCHEDULE f` 1 LOJ ruff rma oRLVi7AtlLCJYA/ worm rimbumw S. ANCHOR SCHEDULE APPLIES TO ALL PF=JCTS OFR1 HEROIN, BUT ONLY PROVIDES MAMMUM ALLOWABLE ANMORSPACNG. MA%ALUMABLE SPANS A WNW HOST PR SPAN STRUCTURE 3 WOOD FRAMB HAASTENERS ARE INTO QUA FRAMING MEMB0 Wr INTO O(Uj.M.O.N ORORWAFER �WE� BO T) UU.N MIN M A PAN HEAD, TICS HEAD, 6. * GRATESREMOVAW.EANCRORL GLASS SEPARATION SCHEDULE NOTES: 1. SCHFDER.E GIVES MtWI+I1M REQ'D SEPARATION FRON GLAZING. L SEPARATION IS MEAD FROM LASS TO NEAREST PART OF SHUTTER ASSpMY- REF MOUNTINGSECTION DHTASIS. 3. WHERE ANY POLYCARB BLADES ARE INCIIDED IN A PARTIMAR SHUTTERASST348d.Y, USE GLASS SEPARATION UNDER TMYCARS BIADW. �..gg 9p gal SHEff op [7 !�; �.,J HURRICANE HOME PROTECTIONJNC. Hurricane Shutters MFG. 13901 S.W 143 COURT UNIT 1 NIIANII, FL 33186 TEL (305) 278 -7476 FAX: (305) 278 -7416 SHUTTERS PRODUCT APPROVAL AUTHORIZATION FORM BUILDING OFFICAL CITY TO "OMIT MAY CONCERN; We are authorized manufactures of HURRICANE HOME PROTECTION, INC. accordion HT -100 under product control num. 11- 0518.08 This letter authorizes_ To use our above named product in accordance with appropriate county codes. In Addition all product applications are to be strictly adhered to. Always' re to submitted engineering. Contract�ol' // Job Location Name: w Name: 4Et "l - a/-/ ►.k/ Address: .S/.j /70 Address: City /Zip: xfift// r. tom'/ 3.3 /86, City /Zip:4d Z �z NOTICE OF COMMENCEMENT A RECORDED COPY MUST E POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION pl 1113 -9 . 1(52— 0 /3 PERMIT NO. l TAX FOLIO NO._X 01 STATE OF PLORIM COUNT OF STATE OF FLORIDA: t HERESY CERTIFY that V a is a treys COUNTY OF MIAMI -DADS oagrned filed M this otliceen THE UNDERSIGNED hereby gives notice that Improver�l0" property, and in accordance with Chapter 713, Florida Is provided In this Notice of Commencement Sr I Illlll llll IIIiI INII Illll lilt Illll sill Illl CF '201380317837 OR Bk 28595 Ps 1805; t 1Ps ) RECORDED 04/23/2013 12#04:38 HARVEY RUVINP CLERK OF COURT MIAMI —DADE COUNTYr FLORIDA LAST PAGE of ft .„r etey of -aw-0 0— Corms D.C. Space above reserved for use of recorAng 1. Legal description of property and street/address: 213 - at/ 1 ®© �• M f 0"4 i i'-(- , 3 `� 2. Description of improvement; A _" D & 1) 1 *0 o 5 14 L17'l S 3.Owner(s) name and address: / % Interest In property: Name and address of fee simple titleholder . / �. _ •••- ____� 4. Contractor's narrA. address and phone number. 5. Sure &i9rrt_btofnn uired b o room contractor, If S92 Name, address and phone number. �J ` �j Amount of bond $ WwOW 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. B. In addition to hirnself, Owners designates the following person(s) to receive a copy of the Lienor's Nottoe as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the eMMon date fs 1 year from the date of recording W*W a d Wont date Is Ww fted) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' Signature(s) of or Ow r($'. thorized Officer /Director/Partner/Manager Prepared By )t Prepared By ; _ — Print Name / Print Name;, — Title/Oftice W Title/Oftice STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this •a. _ day of By • l 1411° 1`4 L J• A K +" - - .L Qfndividually, or ❑ as for ❑ Personally known, or produced the following type of identifica 10 0 ti" v4cs ucemdo- Signature of Notary Public: Print Name: .�UZZtfvl.t- (SEAL) VERIFICATION PURSUANT TO SECTION 92625. FLORIDA STATUTES t g, Under penalties of perjury, I declare that I have read the foregoing and yr_ MY COMM lS9pN #DD11 that the facts stated In It are true, to the best of my knowledge and belief. �- EXPIRES: April 26, 2014 Tiuu Notreq u+re Signature(s f er(s) or er(s's #uthorized Officer/Director/Partner/Manager who signed above: WKW By _— By 12SM -62 PAGES sn0