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WS-12-1108Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175358 Permit Number: WS -6 -12 -1108 Scheduled Inspection Date: July 31, 2012 Inspector: Bruhn, Norman Owner: PADIN, RICARDO & SHARON Job Address: 10828 NW 2 Avenue Miami Shores, FL 33168- Project: <NONE> Contractor: ALUMINUM MULTI SERVICES CORP Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1121360020170 Phone: (786)587 -0414 Building Department Comments REPLACE EXISTING SHUTTERS WITH NEW MD COUNTY APPROVED ACCORDIAN SHUTTERS ON SOUTH AND WEST FACADE ONLY Passe Failed 757-4L Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174884. Unable to get in back yard south side ok. NB CG' July 30, 2012 For Inspections please call: (305)762 -4949 Page 15 of 38 MIAMI.3 COUNTY MIAMI -DADE COUNTYTEMPORARY RECEIPT - COUNTER 61:2D-- 20 /c _ No.60979 RECEIVED FROM: v M / /vVNt 1"/ VL % i S9)%b'i tE5 Cl/%/ IWO S 3V 0,3175- 'are4,-)-7 ri WW1 5b't IfLJ,JJ0 FOLIO # 14'67. 1i/ / 4 ?(4i 18.75 AMOUNT ACCEPTED $ BY 107_01 -157 6/09 DOLLARS M MI -DADE COUNTY TAX COLLECTOR '4314r This form is used during the cut off period: June 18 -30. Write the information with red pen. 2011 -2012 MUNICIPAL CONTRACTOR TEMPORARY RECEIPT LBTR # &571%)-77—a State/ CC# / J biad' EC Name 42-' M ),vvM 14111-77 SErMI Ll,& en Municipal Contractor is restricted to do business in the municipality of Type of contractor: (q Date (,I a f0– Amount 7.8 - This temporary receipt is issued as evidence of payment and is valid only until July 18, 2012. Notice to the Municipality: Accept only original proof of payment, completed in red ink. Do not accept a copy. 3 Miami Shores Village DECEIVED Building Department ,UM 15 7012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 r _"; ILD NG PERMIT APPLICATION Permit Type: JOB ADDRESS: /D a 28 ,U(,.) FBC 20 io Permit No. \c-- )z"kiO? Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33 l6$ Folio/Parcel #: /I °V A - OO2. -0I4S 0 Is the Building Historically Designated: Yes NO 1 Flood Zone: 1k X OWNER: Name (Fee Simple Titleholder): G iCK�P r� ®�� Phone #: .505 -5861 Address: WO 0uj4 eIl City: /,,Afove sZeVii fl State: 44 Zip: 39043 Tenant/Lessee Name: 9O5k0k gN-4. tda a Phone#: 1g - ?aqb - Mal Email: &%04,'A' 1004 (. t .0..tL.ezetA . CONTRACTOR: Company Name: e4h1/ rn ;'J u w, /-'Iv it --Se `Q/ c es eovp Phone#: /trG - S8'%D�ii�i Address: /YYO 2 S w 38 I-. w City: Min, rnI FL State: J'L Zip: 33/ Ps Qualifier Name: e /; )t .A0 e ,a di) Phone#: )7)36 S9 ~? © f /4/ State Certification or Registration #: Certificate of Competency #: 08t39 00,388 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: ,r Value of Work for this Permit: $ t ® Square/Linear Footage of Work: M121740 . 11.5 L u a,g. PT • Type of Work: ❑Addition °Alteration UNew yaRepair/Replace °Demolition Description of Work: F...e. t S. xd,i1 4.141 $ .a M/ All SW MV MO), MO VAS Nabg -OLOU S l ttOP4 CM) 5042 1114 4 wow 9T--- Aram. -' Ay14 Color thru tile: ***************************************Fees**************** **** * * * *** * ***** *+x**** * * ** �d Submittal Fee $ 5 0, t20 Permit Fee $ /�© CCF $ CO /CC $ Scanning Fee $ p/4-0 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ _ _, ♦� TOTAL FEE NOW DUE $ �,� f Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Owner or Agent The foregoing instrument was acknowledged before me this 3� day of ,Nlavy , 20 l?., by Ia ICPe' who is personally known to me or who has produced if DttiVetts LIMO& As identification and w q tiid take an oath. NOTARY PUBLIC: 4•`�4Q*� -ES •�9ti''. • 0•� N OTA: .•' Sign: Print: 04A i 4-IA My Commission Expires: • Us LAG sssi O lei &lib Notary Pudic, Gairmett 6" ���� Plans Examiner Contractor The foregoing instrument was acknorwledged before me this day of ') e.J� , 20,Zby` '..t► % .Az)-..k c,tac)t p who is personally known to me or who has produced Q--1, identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �� ` " z V . f' - 23 My Commission Expires: a'® 46— APPROVED BY Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) . wwipaaq w www wwwww w*��* w *warms h * * * * * * * * * * ** •gPP DEDIUAV.DECASIt10 w, � ? :as MY COMMISSION # EE 061156 oni EXPIRES: Jul y 20, 2015 Zoning 4, 6.10 Bonded firs Notary Public Underwriters Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: /9't v v1.i vi �v l r' .S r c.e s BUSINESS ADDRESS: /WO 2 E 3 $ L el CITY (1- of STATE ZIP CODE 3 3 / ) S' BUSINESS PHONE: (` P6 )s—s-'7 o vitt FAX NUMBER (3e'T) `(9'7 6 7 V t CELL PHONE ( >F6) ,1'x`7 0 YtLI QUALIFIER'S NAME: Q /%x cla QUALIFIER'S LIC NUMBER: ®1:3 !3 S 0038 S E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV 1 RV 3126109 MLDV c"," �.\ ��® o�',` m •�♦ �® wpm ®� .. ± ♦i �.r` on..� ®'''° •o � � a ®® ®� � ar -m ♦ s s ,r. m e : . ®�R r � �r� <� ®H N =!+ ♦ �, \�i / ♦ �N• Cep O i ( u � iil at b •� dr m s dP �e ♦ r; °'\� ate' s +' e+s" > ♦, wtss„a�ay' i°� ®�i�ula b `: •;•Gy ®.. �5\ ► ®',.,� -tr�°�� �11��11►io- -°-- _---- � ®® ®Efl � 11� � ®o= - �= v ° ® ®�1(i ` � ®.,-- -- „� °�h1,1 ®`®`�.. 40z— - \Vt k104 ,i1 1 #sits! BS "D ISIS ISIsnaUOM School Incorporated 1111 Kane Concourse, Sure 610, Bay Harbor, FL 33154 NO 18 06535 'ii' 1 -800- 424 -9407, 1 -305- 868 -5717 fax: 1 -305- 868 -6764 ® ca11 @boss - school. corn Certificate of Course Completion This is to certify that Mr. /Ms. FELIX A. DELGADO, ADDRESS: 14402 SW 38 LANE MIAMI, FLORIDA 33175 License #: 08BS00388 DATES AND HOURS OF THE COURSE : Course detail: 8 hours on Jul 21/10,8 hours on Jul 22/10. SSN: 1 as completed one or more course(s) incense Type / Course Name/ Course No./ Covers . ARCHITECS ❑ Architects and Interior Designers°AR.03 Level 1110 Cost of Going Green nd the Environment O OAR 01 Advanced Florida Accessibility Ciode for Building Const . GENERAL CONTRACTORS❑ : Contractors❑ 0010451 includes BSP,LL, WC, WPS, WMMM, OA 0 MORE CONSTRUCTION FOR THE MONEY 00009322 ADVANCED FLORIDA ACCESSIBIULITY CODE . ENGINEERS° Professional Engineers000000170Laws and Rules 000000491,00004920Areas of Practice Value Engineering ELECTRICL4NS0 Electrical Contractors0 000 7860 0Growth Through design 00007861 °Advanced 2004 FBC Building/ Structural Summary . DADE COUNTYD Miami -Dade County ContractorsDD005- 0050Success in Construction Bernardo oiffma ,PE Certificate is not valid unless signed by instructor. • if t .ara, tit Mini, saaSOP .s lifillkilAill!"1:-.t plat q`u s'a a w ♦:, e I r� 1°1 a° r!"/s'.�► ' o® I./'♦ i ,"w ®. s , `e. ��"� !I� . /i a • ® +r r ♦ I �! � ee'° we w si s/ °� o �e m .a I♦e a� � •: -`� �r enr✓1 •'�, ♦ ° � ,•�`° *+. w� n "r ® ♦® a, n i w �A y®m n • .nr. , a .�, q R ® w. �. .er J° • . >,� '�,,.q ^°__ „�. �..��o�.• ®. .� � s°' ;,,,4i►, -say/° G :. 0. a. °°Mp,a`�. ;.�� ®♦® - ®° ~�" • • JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 04 -26 -2012 * * 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: PERSON: FEIN: 04/26/2012 DELGADO 522371416 BUSINESS NAME AND ADDRESS: ALUMINUM MULTI SERVICES CORP 14402 SW 38 LN MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - EXPIRATION DATE: 04/26/2014 FELIX A IMPORTANT: Pursuant to Chapter 440. 0504), 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. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 04/26/2012 EXPIRATION DATE: 04/26/2014 PERSON: FELIX A DELGADO FEIN: 522371416 BUSINESS NAME AND ADDRESS: ALUMINUM MULTI SERVICES CORP 14402 SW 38 LN MIAMI, FL 33175 SCOPE OF BUSINESS OR TRADE: 1- DOOR AND WINDOW INSTALLATION - IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only Within the scope of the business or trade listed on E the notice of election to be exempt. R E 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. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 RENEWAL NOTICE 2011 -12 *Gt- i/? / '// diack, /q13 June 30, 2011 SEE REVERSE SIDE FOR MORE INFORMATION CEIPT;NUMBE2 624667 -2 651129 -0 .,1 OF 1 MIAMI• COUNTY 0174892 08BS00388 DBA ALUMINUM MULTI SERVICES CORP Owner /Corporation ALUMINUM MULTI SERVICES CORP Phone (786)587 -0414 Business Location; 14402 SW 38 LA Mailing Address; 14402 SW 38 LA MIAMI FL 33175 Munidpality Uninc. Miami Dade Business Type 196 SPECIALTY BUILDING CONTRACTOR NAICS Code 238990 Units 1 WORKER /S E'SCR I P.T I O N O F TAXES Current Year County Wide Tax Beacon Council - Economic Dev Unincorporated Area Tax 2012 Pay online - visit www.miamidade.gov /taxcollector 30.00 15.00 30.00 Amount due with penalties if paid after due date OCTOBER 100/0 82.50 NOVEMBER 15% 86.25 DECEMBER 200/0 90.00 Amount Due by September 30, 2011 $75.00 JANUARY 250/o 93.75 FEBRUARY 25% + $100 193.75 44 RETAIN FOR YOUR RECORDS 0 IF REQUESTING CHANGES, DETACH HERE AND RETURN ITHIS PORTION WITH YOUR PAYMENT 4, items with wire documentation' or requeste-d * Business Name Business Address Mailing Address * C/O (President) Receipt N mbar, 651129 -0 • Phone Number Employees /Units * Owner Name * Employer Identification Number or Social Security Number Your receipt is on hold. To receve,yqug. recei pt, ,von_ ,__:_. must submit copies of the following documents. 1. Municipal Contractor's Receipt will not be issued until an addl $175.00 + $25 per addl category is collected and current Certificate of Competency is on file. T RETAIN FOR YOUR RECORDS A CERTIFICATE OF LIABILITY INSURANCE -• DATE(MM/DD/YYYY) 06/13/12 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 pollcy(ies) 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 Insurance for Less, Inc. 15150 SW 72nd Street Miami, FL 33193 Phone (305)380 -8350 Fax (305)380 -8352 CONTACT NAME: PHONE FAX (A/C. No. Ext): (A/C, No): E -MAIL ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Aluminum Multi- Service Corp 14402 SW 38 Ln Miami, FL 33193 (786) 587 -0414 INSURERA: GRANADA INSURANCE 0185FL00031178 -0 INSURER B: 11/08/2012 INSURER C : $ 500.000 INSURER D : DAMAGE PREMISES (Ea occurrence) INSURER E : ❑ ■ CLAIMS -MADE ❑ OCCUR • INSURER F : $ 5.000 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POUCY EFF (MM/DD/YYYY) POUCY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY 0185FL00031178 -0 11/08/2011 11/08/2012 EACH OCCURRENCE $ 500.000 0 COMMERCIAL GENERAL LIABILITY DAMAGE PREMISES (Ea occurrence) $ 100.000 ❑ ■ CLAIMS -MADE ❑ OCCUR • MED EXP (Any one person) $ 5.000 PERSONAL & ADV INJURY $ 500.000 ❑ GENERAL AGGREGATE $ 500.000 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑PRO- JECT ❑ LOC PRODUCTS - COMP /OP AGG $ 500.000 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON -OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ ❑ UMBRELLA UAB ❑ OCCUR • EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DEDUCTIBLE ❑ RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N N / A WC STATU- OTH- ❑ TORY LIMITS ❑ ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) IF yes describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) QF © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REPO= EXISTING SKITTERS WITH NEW WAN DADE COUNTY APPROVED SHUTTERS, TYPICAL AT ALL SOUTH MD WEST FA= WINDOWS. 1 y MIL 2- 3-S7" x.S/ 1t 6-- /9" / " ,) 3P" > y I' b' 3'7 "i! s/" SCOPE OF WORK: PROVIDE NEW WAN DADE COUMY APPROVED ACCORDION SHUTTERS TO REPLACE MEMO PANELED SHUTTERS IN DE DESIGNATED 'SCOPE OF WORK AREA ONLY EXISTING RESIDENCE 10828 NW 2ND AVE MIAMI SHORES, FL 33168 APPR'0 ZONING DEIILI BLDG DEPT SUBJECT 10 CC,''' I, -DICE `.'v RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet .10/ 20 30. 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 j 15 .' 40.4 _ ' 38.5 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 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10. 20 30 40 50 60 -1.10 .. -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 -42.0 . - 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 -52.0 Exterior Zones (5 - Walls) Negative Pressures • Exposure C For the 175 mph Wind Zone.. CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 - 40 50 .. 60 -1.40 -1.29 -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 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 - 59.4A IV Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s er but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in eet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO FS. First Priority Investments LLC d /bra H & H Sales Mailing Address: 840 East 38th Street Hialeah, Fl 33013 Phone: 786 -367 -7671 Fax: 786- 217 -1410 E -Mail: hhsales @live.com AUTHORIZATION LETTER DATE: (BUILDING DEPT.) Dear Sir: We are the Miami -Dade County Notice of Acceptance Holder for: HT -100 ALUMINUM ACCORDION SHUTTER ACCORDION SHUTTER ACCEPTANCE NOA No 07- 1212.01 This letter authorizes: To use the above named product at the following job site: RiGG„ -v01O PA c`s�1 Job's Owner Name /0? Ailed OZ = Ove Job's Address l.Airtj d ins , Ft . 33 r V City, State & Zip code. Hube " s73"` ero Jr. MGN H Sales. CORPORATE SEAL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) First Priority Investments LLC (dba H & 11 Sales) 1664 West 40th Street Hialeah, Florida 33012 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.nriamidade.sov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 07 -452, titled " HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami Dade County Product Control Division. MISSLLE IMPACT RATING: Large and Small Missile Impact 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 ", 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 shs11 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Hleelmy A. Makar, P.E.; M.S. o2./To /Z4108 NOA No. 07- 1212.01 Expiration Date: 02/20 /2013 Approval Date: 02/20/2008 Page 1 First Priority Investments LLC (dba H & H Sales) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -452, titled " HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated December 10, 2007, certifying this to meet the criteria of product tested and approved, and allowing First Priority Investments LLC (dba H & H Sales) to use the test results approved under Miami Dade County Approval No. 05 -0321, signed by Frank S Cornelius. 2. Acknowledgment letter by First Priority Investments LLC (dba H & H Sales), dated December 10, 2007, signed by Mr. Hubert Herrero, Jr. 3. Letter issued by Thornton Tomasetti, dated December 04, 2007, certifying that the drawing (No. 07 -452) prepared for First Priority Investments LLC (dba H & H Sales), signed and sealed by V. John Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05 -509), revision 0. 4. Acceptance Letter issued to Mr. Hubert Herrero, Jr. on February 16, 2008 and returned signed by Mr. Hubert Herrero, Jr. February 20, 2008, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E -1 4 /1/4,1"--- y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 1212.01 Expiration Date: 02/20/2013 Approval Date: 02/20/2008 .046" 1.555" .055" 64? .186" .620" .055" . 50" .500" . 5.205" ALTERNATIVE 2. lairilattfATIMMEMEN RIM 4. AVICSIIM9Sittnig lNA1 SYSTEM. UD6 6 66fl*TtaN S. spa ]'j1a,APi 1aaT smALL COMPLY WITH CHAPTER 6/513 -2) 1. 4.1 MA ti .w� 7. A' LIT10116 TO THESE APPROVAL DOCUMENTS WILL VOW ap T13 MRIO OPOS"'"'L M .11E THAT 61 FROM tallOMMI C0ff PM100tICT COMT jL ESE BERNEVINNWEELMAYBORWEIIEJNIZIME P. EACH SHUTTER ASSW*LY SHALL ES FOLLOWS: LABELED AS FOLLOW NMEIIADR AMVKN ND 1O. LWOITdAL dalleMPED TO fit M111.:$" MAX. CD.... �.,� FEE Yar ASSEMBLY 5TEEI. 1II .520"0 HOLE larkelfirne T.573' t—.612" 0.0 1.550" .4500° 11. STORM SHUTTER 606J61066 KNOWN *MU. SE 366¢76 WOWS, ALLOY. YAK '16061MileNittarmagmanw iL STOP ANDD BOOTTOM DETAILS MANY ByE�6gTUtCHA 16660 AS MELD COWNTd1116 6601 . REMOYABL�B�5p2g11MB ER� !AS PDMig tlutW �R& L0rATNDi3. US! 16. TAT, LYaTE�I ATENTED WITH THE U.B. PATENT AND TRADEMARK tom. }I l f t' Q Frirr IZZOINti mnal Fit. Nor •711' .040 MUM= WM fircru to IRICKSiE6H66tlL ® 'T �.!1 rn:1 a WALKOVER SILL 41) 4i111. ern aLON) N Nr LOCEMIG seat} k_ o 20o - marl/wary 1 1 V J Knezevlch AoYnlenM 10V61 09!14/2085) IM D:1 07-4%2 shoat 1 of 7 VARIES - NO LIMIT SECTION TOP TRACK TA� $NER�p p� �BOR UTTER NANCILE N PLA .50 ". 7/16" 0.D. 1R BUSHING 63" Loma NYLON A a MOUS REt HANDLE TENEN HANDLE +n ■ NG EA01= BNIf4TER S AR ON OD L 3/8" 0.D. x 0.90" ONO NYLON l_Dmt BUSHING pi BOTTOM TRACK VE E 10) plICALELEMICIff ICDPIAsuacK 0010 MAIM= 01101.110/1000 n ; . TDn .TDMI WA ° Egmedswealiamg SC U TOLLER WSW' INSIDl.' �• TM�TEDOF AORE� A6LEE E TE A A HORI. P8 U8 ANCHOR AgE r M ITYP.1 t4Kil NER SCHED REHMIMMII WHNA�p ` I OPA 7 0I LS STALL ! • T-0' 3/4" 12rmAX. 5 A Arx1 "x fizz OLE W/ RIVETS a! 6 °.0 stIABLY OPTWS HOLE TRIO&E gala? HOLEPgRJp1OII1O4 �BLEEAND RPM MMAS°r OLRYUT {7YP.I GSM 4' U 1 rx1'K1/8" 3/16 "0 POP • SSELY PTIONAL LOCATION U ADMe' FIX 4RITI I$s ropem �Mff� gR MATION CMHAX ERNI $PAC Mel AparT01 444. esu' O TiC0- E) mtrluw i 09114/2003 ASNDID Wei fErrItlifLOOR TRACK DETAU 1O RAOVAQLE FLOOR TRACK DETAIL 07 -452 f sheet 2 of 7 ANCHORDNERT Y T pS LEp /� Sp�Ly SSTY�. EYERSY OIv 114" MA 6/S" MAX. pr WIA.D N41 ROR -V4" MAX SEE TABLE 2 1/4" MAX P Og SEE TABLE 2 Dli tSR-- S 4 " RiIoTYP.1 X 1111»»j.R.jS�SEMDELY £t 1" ..1 1 ANCHOR S €CCK ULE. TYP. DUGLE 518° MAX. P. MAX, EDULE PO MA ACING -- 1/4" MAX- EDGE DIST. k. Lh1 `9 1 .0,001.144, is,A0611. 10'1, -- - SPA OletOrb ✓ N rat 0.c. tTYP.1 T -1/4" MAX. MAX. TOP i BOTTOM SUM 1; We /s" MAX. •. i I .111.Ei� L O I ..42 1.11.!.1_11.1 is!Ii•>. 1d. ,..s&.�. ANOIOR"SC RTYP. EEXp&SWTIINOG COOIKR EC SSp1Np1T ANCHOR SCHEODUL�TYP. EXISTING WOOD TRUSS OR RAPIER * 24" MAX. O.C. EXISTING WOOD DR STUCCO PINISH MATERIAL TYP. TOP L BOTTOM SU ®TOME fTYP(�}TOP RTYP. EVERY OOTTHELyR ICI 1/4' MAX: S /0" MAX. O s•w �. a 4" x 110" 6028 -T6 ALUM. S THHREE1/114 0 WOOD LAG/ liSCREWS WITH 2 -2/4" PENEIRTR "T 11 WD0 0 EACH RAFTER OP TRUSS, 24" O.C. MAX. WHERE BEYOONND LAST TRUSS • EXTEND PLATE TO NEXT TRUSS —1/4" MAX. 1/2" MAX- 1/4" MAX *1CCWEEN 4. M�SAMAS��� 24" ELT USSES NM SEE TABLE 2 �hJ 2 MAX: X e, 1/• 4" MAX. 1/4" MAX. CONT. (11) CONT. EMBED. 512" MAX. maw OmegiirUMr swift PA 5 /8° MAX. EMBED. MPAXI� E Cgp ANC r S RO OWOOD SKIT/ G MAX. =eta NA tom; i 4`! HTSG I.D. # 07120405509D d°" 09/ 412005 Wel 07 -452 shoo 0 12/04/07 15 31 g ves d� 5 1 8 STRURE 8" ;MIMI MAX. ��tt� !t �/ 0836- T6 ALI81. ANGLE 7/7.1.'" rM WAR rNREE -1/4 "9 THRU BOLTS 1" Tw S[E GALANS) DRLL 7/16°1 110.E QRLL 5/16•• HOLE 1.13" AM' 8MR ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2' s 5" Tw ..125- 1 5•'0" r -5. r-0" r_i- Tf ■ .125 2" !t 8° Tw ..a72• 5' -0" 14' -0° 8' -o- 1T -8` Tf ..224 io. -o" 10' -4" 2" x s° W-0" 15' -5" Tw ..072" r -a° 1r -5" Tf ..224 10'-0° 11' -2" STUCCOPOflBH 5 /B° MAX. NOTE: 1. USE BEAK SC LE POR DETAB.SW 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5, 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE PROM (OP SUPPORT TO (OP SUPPORT. ® ANGLE DETAIL USING CRETE-FLEX ANCHOR scout. 8.1' -r Ma t% SEE TABLE 2 80i= TerALUM. ANGLE THREE- 1/4 "11 THRU BOLTS ALT. LEG DIRECTION (MA*. DIISKO( WAD* 72 P39) Q' ' Lt�. ; ,m.,, �,a .I Ducco S /8" MAX. o. tsry A 010 OP wo$rPP tE OMAx. DES= LOAD • 72 959) Ili 4" am ZVr sarecatrau AOf S POR � -rTEAM p ■ r %17f�E!' DR 3 -T6 ALUw. TUBE (MAX. DE61BNf LOAD • 72 PEI 0IiEALF�EpTR�. b� SECTION - USIggNO ALUM. 7UB� ANCHO 6 VP. Y AV: O' USE ► WOa D r Id SECTION - USING 2"x8' PS. WOOD PLATE 1 5/3" MAX. ° A MAX. 1/4" MAX. SEE TABLE 96D1OR OR irD1Er S y 6.ITTYP o ASSEMBLY 2 WV* lottp:mve t H •: PO 44 1 _ /Wowed iseuxxOlosiddithe 1, txr/FJP ZOO VJ Knezevlch PTAAWAI iiD081 007 04/14/2005 AS MOTID 07-42 sheet 4 of 7 ) 3 1 0 a_ -1. �✓ gym. ANCHORS ES 1 �Ii Bpi 0D oP g�Q�Outi.1 MLMPOP RIVET} OR2 *xS''x 123*AL.ANCOE A W A LONY E R 10 OOR gTtt7U 1 , 6`6ML03 -T6 8) TTyyppyy��1vE� EACN7AN P ANCHOR R 9®s S H ul 1€O ANY ACCEPTABLE AN CuHwO�R�� 3. A MAXIMUM ALLOWAB@LE SPAN SCHEDULE 9 8 NEG. 1 DESIGN IPSFI TIMER ALL MOUNTING common IFT • IN) AB DETAIL L cf/ OR .ETA . 3 W/ Mal .,. 3.1 REQUIRED 3-3/4 - MAX. B.0. (PT - IN) DETAIL ANGLE REQUIRED 3 -3/4° MAX. 8.0. (PT - 01) TM DETAIL 9 ■3/16* MAX. 8.0. 9R ...On 30.0 13- 1 12 -4 13- 1 12 -7 V 38.0 13 -1 11 -0 13 -1 11 -2 40.0 U!- 11 10 -8 12 -5 10- 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 q 56.0 11 -11 9 -0 9 -0 9-3 61.6 11 -7 8 -7 0 -7 8 -10 63.9 11 -6 0 -6 8 -6 0 -0 66.8 10 -11 8 -3 8 -3 8 -3 67.3 10 -9 8 -3 8 -3 8 -5 71.2 10 -3 0 -8 8 -0 9 -2 75.0 9 -8 7 -0 7 -8 8 -0 81.4 8 -11 7 -0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 6 -10 914 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 8 -9 3 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 S -7 4 -3 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 130.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 NOTE pai firruIDN MAY BE TYPICAL O ! I RE DETAIL Ur. ANGLE CONT. 00 S ERSS A TS EXISTING STRICTURE �l F V° ALT. USEUN ED OR FEMALE AS ® (�REQ=SUIURE DETAIL NOTES1 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. POR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SHUTTER SEPARATION FROM GLASS. S ET� • (S AEE SCHEDULE U. -H3��2 00p t1/�I'Uel§LOw 1 N 1/4• MAX. 1 -V4- XISTING STRUCTURE MIN. 3,000 PSI CONCRETE ONCRETE FASTENER QI 8* O.C. ANY SCHEDULED PASTENERIS ACCEPTABLE 1 ■ L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS ONE POSITIVE ' DESIGN LOAD (W) IPSP) ACTUAL SPAN (FT - IN) gg pN PRO LASS . t f A OV ADE gg in p PRO ASS N G'ADE 104CNES1 (0404ES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1-5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3-3/4 2 -3/4 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1-5 /8 40.0 8 - 0 2 -7/8 1 -5 /8 11 - 0 3 2 -1/4 12 -11 3 -3/4 3 5 - 0 2 -7/8 1-1/2 7 - 0 2 -7/8 1 -5 /8 50.0 8 - 0 2 -7/8 1 -3/4 11- 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 B - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 -0 3 -3/4 3 S - 0 2 -7/0 1 -1/2 7 - 0 2 -7/8 1 -5 /8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /11 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11- 0 3-1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11- 0 3-3/8 3 -3/8 11- 6 3-7/0 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 133 .�6» is•:cr, 12/04/07 15:31 1 ANCHOR SCHEDULE F 51ENNI MAlOM1915 SPAMD WON* 111239111120 roe PAM= OEN= LOADS AND SPANS rjj 471 ANCNORTYPE LOAD IW) P.S.F. MAX. um. r EDP DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO S' -8" �N01R1) SPANS UP TO 8'-0' (SMNDTEII SPANS UP TO 9' -O" (EENOTE1) SPANS UP TO 19•_7' 0M81NOTE1) SPAN UP TO S' -8' csOIO103 @1) SPANS UP TO 8' -O" pINN01E7) SPANS CONNECTION C1 (5@1101E1) NE C2 9' -0" N4112) C3 UP TYPE C4 TO CS CONNECTION C1 SPANS �Ig101) ME C2 13•-T' NO188) C3 UP TO TYPE C4 C5 SEE NOTE 1) CONNECTION 4,PA0015) C1 C2 TYPE C31C4 CS col C1 sscTmN C2 NOEB3) C3 TYPE C4 C5 CONNEC710N C1 ISEENOM3) C2 C3 TYPE C4 C5 CONNECTION C1 (000003) C2 C3 'TYPE C4 YPE CS CONNECTION C1 MN0T53) C2 C3 TYPE C4 CS CONNECTION C1 NE �NO101) C2 C3 TYPE C4 C5 4Vit !U l\\mu,,d IiNl c,.-,. V4,6 nW TAPLON W/ 1-V4• MK EMBEDMENT 0121.SMELL COICION 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 10 12 12 6 4 11 9 10 6 9 8 9 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 5 4 3 9 9 9 3 3. 3 5. 3 5 3 73.0 72 12 1 7 5 i 5 5 5 3 9 1 3 4/ 9 3% 4 12 , 9 6 5 3 11 9 6 3 6 3 6 4 10 4 4 105.0 170.0 10 5" 3 8 8 3, 4. / 11 6 6 5 3 9 3 3 5 3 9 8 3 5 3 8 3 / / 4' 8 3 , 4 , B 3 / 4 j 8 3 P 4 9 3 3 5 3 9 3 3 S 3 9 3 3 3 3 9 3 3 S 3 * *A V W / 7P sTE6VLM AM 0o1.3,060P9409wo15 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 1 12 12 12 12 12 10 12 12 12 12 9 12 1111 9 6 57.0 12 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 12 11 12 8 12 12 12 10 7 12 6 6 T S 73.0 12 12 8 5 12 9 9 5 4 3 12 12 6 6 5 3 12 5 4 4 3 12 12 12 0 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 5 105.0 12 9 B 5 4 12 5 4 4 5. 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 7 5 5 12 12 6 6 7 5 12 6 6 7 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 6 6 7 5 12 6 6 1 6 45.0 12 12 12 10 6 12 12 12 7 4 M 12 12 6 4 8 4 4 4 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 6 5 S 3 1 57.0 12 12 12 8 5 10 10 10 5 3 r 9 7 8 5 3 6/ , 3 / 12 12 12 10 6 12 12 12 7 4 10 8 3 9 3 6 3 7 j 4 V4`A POWERS BASK MN. 19031011011 UNIPJLLC0NoNTO 73.0 11 11 11 6 4 3 0 66 4 ,�/���S 4 4 7 3 3 " ■ 4 .e./Ii��/��/i�2i�fial �`i `��33 F7 12 12 12 7 4 9 7" 5 5 5 3 8 4 7 4 4/ 105.0 8 4 4 /EIIr/��/i 9 5 4 4 3 4' ? '��y /�AEIV' 4 r 4 14 / 170.0 6 /. ��7�I' * i~I" "" V4Y ELCO MALI/ MALE tPA / 1-114 MN EMBEDMENT 6 V4-20 MOON NUT SCREW Pcarom p 45.0 12 12 12 12 11 12 12 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 1212 12 12 12 12 12 11 8 6 12 12 12 12 7 12 8 8 8 5 57.0 73.0 12 12 12 12 12 8 4.12 9 6 12 12 12 8 5 11 4 4 4 6 6 3 3 12 12 12 12 9 12 12 12 12 12 12 10 6 12 4 4 7 4 12 12 10 6 12 8 8 7 4 12 S 5 6 4 M 4 4 12 M 12 M 7 M 8 B 8 5 12 8 S 7 4 12 4 4 7 7 4 4 105.0 12 7 7 7 4 11 4 4 6 3 3 11 4 11 4 4 4 6 3 11 4 6 3 12 8 1 8 5 12 4 4 7 4 12 4 4 7 4 4 12 4 4 170.0 11 4 4 6 3 11 4 4 6 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 12 4 4 7 4 ....,.w...,.o„,„u „,: 45.0 12 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 12 9 12 12 12 12 0 12 10 10 9 6 �� ,,, 111M, . 7 „ , Kti ,'. 0044A10PS4CON01901 57.0 12 12 12 B 12 12 12 9 6 12 12 12 8 5 4 12 12 4 4 4 4 6 6 3 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 7 4 4 73.0 12 12 12 10 7 6 6 4 12 12 8 4 8 7 4 12 6 5 6 3 12 12 12 12 8 12 11 10 9 6 5 7 6 12 7 7 8 5 12 6 5 105.0 12 8 0 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 4 12 12 4 12 6 5 7 4 12 6 5 7 170.0 12 4 4 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 6 5 7 4 12 6 5 7 4 12 6 5 7 4 L.(- �� 45.0 12 12 12 12 11 12 12 12 12 '7 6 4 12 12 12 12 12 11 7 12 8 9 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 10 8 12 10 10 9 6 - - �i _ Vt `I P16X 57.0 12 12 12 12 B 12 12 12 9 7 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 7 7 12 6 5 7 4 73.0 12 12 12 12 10 6 12 8 8 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 12 11 10 6 5 9 7 6 12 7 8 5 12 6 5 7 4 00L3.5Pi.L 105.0 8 0 7 4 12 , 4 4 6 3 12 4 4 6 3 12 4 4 6 3 6. 3 12 10 10 9 6 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 121 4 4 6 3 12 4 4 6 3 12 4 4 12 6 5 1 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FAS1B00 MOON SPACING SNOOD MINED FORYAEERIS DEMI LOADS MD SPR O5 ANCHOR TYPE LOAD (W) P.S.P. MAX. 02N NOTE 1) MRO. 310 EDGE DISTANCE SPAN UP TO 5' -5.. NEE NOUN SPANS UP TO B'-0" (0000101) SPANS UP TO 9' -0" (SS/ WTI 1) SPANS UP TO 13'_ " PIN WINS CONN1CTIOI (SEEN0153) C1 C2 C3 TYPE C4 CS CONNECTION C1 p1 N0019) C2 C3 TYPE C4 CS CONNECTeei C1 0000103) C2 C3 TYPE C4 CS CONNECTION NIX C1 C2 WOO C3 TYPE C4 CS pO " "81;➢!L1911I11 1N« 144, bOm LA0 M/ P 6611 EL 00 W TO W000 00AM 45.0 57.0 12 12112 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 8 // 73.0 12 12 12 5 4 12 9 9 3 9 12 6 6 9 3 1 / 1 5 12 4 4 4 3 3 //� // 105.0 12 9 5 9 3 12 12 8 4 3/ 12 3 4 170.013 5 4 3 // 8 4 3 4 12 5 4 9/ 12 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES m iqj !ii 6'i i ill ,, Mil I y r V j Kneze 1ch vn nu n 0EEuIi 1GE1 ■ r 09/74 /2005) uNO11n w 07 -452 sheet 6 0 1 L1 1 ANCHOR SCHEDULE SASIBBSIENOMUESSPATINGSNOXISSINCAMODIONVAISOUSDESIGNMADSANDSPANS ANCHOR TYPE LOAD NWI P.S.R. MAX. BEE 8011 1) MIN. r EDGE DISTANCE MIN. r EDGE DISTANCE SPANS UP TO S' -8° GEENONII) SPANS UP TO 8' -0" Chin3101E1) SPANS UP TO V -0' (SINE3101EI) SPANS UP TO 13• -T. 61833101/11) SPANS UP 70 5' -8•• 8EEN08ti) SPANS UP TO 8' -O' (sNOTE1) SPANS UP TO i•_0•' 310111) SPANS UP TO 13' -T' 8EN01111) CONBCCTION C1 (110801113) C2 C3 TYPE C4 ES CONNECTION C1 IEEBN0183) C2 C3 TYPE C4 C5 coWNECTFON Cl (18180103) C2 C3 TYPE C4 C5 CONNECTION C/ (:E80183) C2 C3 TYP C4 CS CONNECTION C1 8080113) C2 C3 TYPE C4 CS coN C1 NECTIoN 8EE80181) C2 C3 TYPE C4 CS c0181cTIoN C1 GEE80113) C2 TYPE C3 C4 CS CONNECTION CI 8080113) C2 C3 TY C4 CS 1 E ,,\„„,1111311„,,, „,, '„, 1W-V4 IfId.TE 45.0 12 12 12 7 4 9 9 00 3 8 8 8 PA 5 3 25 12 12 12 8 5 10 8 10 10 6 3 9 0 9 5 3 6 3 57.0 10 7 10 18 5 3 7 700'6 6 a r��2 4 A9�0, 11 11 11 8 6 4 8 pa%© 5 6 6 S pro 7 7 'UO2' 3 IAN0r 8 8 5 3118! 6�f11�� 3 3� 3�WE����/ VA �� 3' ON � G! 105.0 5 X, p77 //� ppp a� 4 OM reAret � /�/'/2�'4�y�����G��%�i3J2 i AA©A%Iral� /i'J74 5 Z2 3y� 5 170.0 4 �.�1 /I ,��iA�a 4 5 0 VIM B2VA /�- * (f' ' VM 7I STEM MA IESCRR 8T!!L 20 STA SCRIM 45,0 12 12 12 7 5 11 11 11 up 10 po©Q� E 12 12 12 12 7 12 12 12 8 5 ® 12 7 4 8 4 4 5 3 57.0 12 12 12 6 9 9 428 6 7©' 6�5/��,2I� 5%�,0�121212 5 VOTAF 9 5 11 11 11 6 408fl ®3 7 504 0 73.0 1010.10 7 3 3 4�/�©3 3 ,/ii "'C 3r,�4r��� EMOIrI%, 8©©4� 70914/ �a 4 105.0 4li0i� ��4��5��3 7 0 170.0 5 � /'� P' 23.0 ,/ziirgogrora P 5 �r�'050'/���V 7 MO 91 7 16� 4 reA 45.0 121212 7 4 8 8 8 50707 4 ivi 4 5 I 401,1 4 3 zo ��©�j //1i�� 40 3' 12 12 12 9 5 9 9 9 6 3 8 8 3 6 3 3' 3 57.0 73.0 9 9 9 6 3 6 6 6 }� 4', ; ,m4/, / -�C 10 8 10 10 7 4 7 7 7 5 6 A A pea rd 4 4, _ V6'OPOW183 ZANAC 1�AI6 -8 we 1l� 7 7 7 4 8 8 5 3 6 3 3 4 2 4 2f% 3 105.0 5 /i� rffea,.VA31� r��0S � %/.i�iza9Ad ©iA 4 4 �r / f.C%II%l 5 3 333 Aire am a/nr+�p 4 �o� rZ111■1 / 1704 4 ��AIEVAI l�r 4 Z2F174 4 *V6 MAL1/ 1.1/4 MIN. �1UR 6It9EW W1774". 45.0 57.0 12 12 12 9 5 12 12 12 6 4 11 11 5 3 8 4 4 12 12 12 12 10 6 12 12 12 7 4 12 6 4 Q� 4 Ei2, 12 12 12 7 4 10 10 10 5 3 7 8 4 6 �� I% 2 E��/�% 12 12 8 5 10 10 10 S MB 3 2;20001, 5 3 �4 1342E I 73.0 11 it 11 4 4 5 3 8 4 4 2 7 3 i'�I %rg Al2 12 12 6 4 8 4 4 4 3 4 61 4r �„ 0139 3 3 VA 105.0 8 3 ��� A3 ZilEI� �pi 6 ��©0 3 8 4 4 4 I ©� 6 170.0 6 6 .�.E - °' ' Yc' • :Y,.• t 45.0 12 12 12 10 8 6 5 4 11 9 11 11 7 4 10 to 10 6 p© 4 0 12 12 12 12 7 12 12 11 12 9 S 12 12 cm 9 4 0 4 / 5 p �� 4 0 12 12 12 9 9 5 3 8 6 7 A ' �e 3 i� 12 12 12 10 5 11 11 10 8 79.0 10 10 10 3 7 4 3 � A 6 3 r 12 12 12 7�4�5�5� 4 7 3 .4 4 'WAWA 105.0 7 3 3- 4 APr 5 ///�M 4EKO 5 r.P f %1]� 8 Q/./�E�//II//.//.�` 4'4 � rU ��3 170.0 5 Crania A AI 5 WNW; 5 /i 1 20.9r12 7 ZOOM vet PIM/ 45.0 12 12 12 10 5 11 mm7 4 10.106 8 6 3 7 3 3 4��12121212 7 12 11 12 12 9 5 12�12!12. 5 4 9998,3 7 57.0 73.0 12 12 12 8 4 9 9 9 5 5550922 3 12 12 10 5 1107 4 10i--6P 4 10 10 10 5 3 7 4 3 r9 6 AAA 3 NaE�ed� 12 12 12 7 4 8 5 5 3 7��,092355 105.0 7 IA 2�K/���QOM 3 ����i A 8 44 4 -� a' AC MUOVAIrd 170.0 5 3r© fIO��iE #� 5 ��� //�n// �ftr���i�__4 ��� 7 I� 4 a�A�a 4 ABCNOR 808612 1. 031 E04,191 Wintilatillffiffraffilfgeth 3. R. IJ• t �• IfiefalsgERMEN 7.440 4. HORSS�At INSTALLED IN ACCORDANCE WITH MANUPACTURERS' S. MINBI Mt EMBEDMENT AND EDGE DISTANCE EXCLUDES p�pWDaAULLLLL FINISH OR STUCCO. B. 1�14a; T pp�L,� PT 6�STTl�TO3MOD NS ACCE� LY fPT,M.Tgap r•APi.M■Gelitrefignini0 a. A A ABU late L i l PPAN NEAR. TRUSSNIIEAD•TR�APER 9. % DESIGNATES ANCtER CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 7Q. SCO G E WASHERED 4IWAUT.REMOVABLE BY REMOVING MACHINE 11. rat 890..2 -OUT MOUNT SECTION @D ANCHOR SPACING SHALL NOT EXCEED 12. 6sO CUED -OUT MOUNT SECTION °ANCHOR SPACING SHALL NOT EXCEED A 01Ce61 oidido6 MAX* ZOO, F VJ Knezevich R L4eme 001096.3 2007 MAIM cihiI MOM O 111 3 ire 09/14/200A LASH 11, F07-452 )shoot 7of7) •